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Home My WebLink About301 N Broadway - Shell & Core - PlanR-2 1/7/25 Revision to 101110788 (issued on 12/01/2023) Rev #101110788 APPROVALS:BLDG - CSG PLNG - C. Santana POLICE - B. Maritn PUBLIC WORKS - Y. Soto L I C E N S E N O . E X P . D A T E AR C H I T E C T : OR A N G E C O U N T Y F I R E A U T H O R I T Y CO M M U N I T Y R I S K R E D U C T I O N - P L A N N I N G A N D D E V E L O P M E N T S E C T I O N CH E C K E D : DA T E : SC A L E : 4 3 2 1 NO . DA T E DE S I G N E D : DR A W N : 7 6 5 SHEET SERVICE REQUEST NUMBER 1 ARCHITECTURAL PLANS ORANGE COUNTY FIRE AUTHORITY VICINITY MAP OCFA STAMP <INSERT LOCATION MAP THAT INCLUDES MAJOR CROSS STREETS PROVIDING SITE ACCESS> O C F A R E V I E W A N D I N S P E C T I O N S ( O C F A U S E O N L Y ) NO O C F A R E V I E W R E Q U I R E D PL A N R E V I E W O N L Y PL A N R E V I E W A N D I N S P E C T I O N OCFA STANDARD ARCHITECTURAL NOTES RE V I S E D 6 / 2 / 2 0 2 0 J A H INSTRUCTIONS FOR APPLICANT 1.FILL IN ALL APPLICABLE INFORMATION BELOW 2. FILL IN ALL APPLICABLE BUBBLES 3.ADD LOCATION MAP SHOWING NEAREST CROSS STREETS PROVIDING FIRE DEPARTMENT ACCESS. 4.ARCHITECTURAL SUBMITTALS TO OCFA REQUIRE COMPLETE ARCHITECTURAL SHEETS INCLUDING EGRESS ANALYSIS AND DOOR SCHEDULE AS WELL ELECTRICAL SHEETS TO BE SUBMITTED FOR REVIEW. <INSERT LOCATION MAP THAT INCLUDES MAJOR CROSS STREETS PROVIDING SITE ACCESS> PROJECT SITE N 1/7/2025 SHEET NUMBER SHEET NAME R1.A5.100 ENLARGED PLANS - WEST CORE R1.A5.101 ENLARGED PLANS - WEST CORE R1.A5.102 ENLARGED PLANS - EAST CORE R1.A5.103 ENLARGED PLANS - EAST CORE R1.A5.104 ELEVATOR 01 & 02 SECTIONS R1.A5.106 ELEVATOR 03 SECTION R1.A5.107 STAIR SECTIONS - WEST CORE R1.A5.108 STAIR SECTIONS - EAST CORE R1.A5.109 STAIR SECTIONS & ELEVATOR INTERIOR ELEVATIONS R1.A5.117 ENLARGED PLAN WEST LOBBY R1.A5.118 ENLARGED FINISH PLANS - EAST & WEST LOBBY R1.A5.121 INTERIOR ELEVATIONS - WEST LOBBY & MAIL ROOM R1.A5.122 ENLARGED PLANS & ELEVATIONS - LEVEL 01 RESTROOM & JANITOR ROOM R1.A6.100 DETAILS - TYPICAL EXTERIOR WALLS R1.A6.101 DETAILS - STOREFRONT AT GRADE R1.A6.102 DETAILS - WINDOW WALL AT RESIDENTIAL UNITS R1.A6.103 DETAILS - WINDOW WALL AT RESIDENTIAL UNITS R1.A6.104 DETAILS - DETAILS R1.A6.106 DETAILS - FACADE TRANSITIONS R1.A6.107 DETAILS - FACADE TRANSITIONS R1.A6.108 DETAILS - LOUVERS TRANSITIONS R1.A6.200 STAIR DETAILS R1.A6.201 STAIR DETAILS R1.A6.202 CONCRETE STAIR & PIPE GUARDRAIL DETAILS R1.A6.203 POOL DETAILS R1.A6.204 ROOFING DETAILS R1.A6.205 GUARDRAIL DETAILS R1.A6.206 GUARDRAIL DETAILS R1.A6.208 EXTERIOR DETAILS R1.A6.209 SUSPENDED CEILING DETAILS R1.A6.210 GYP CEILING DETAILS R1.A6.215 GATE DETAILS R1.A6.300 MISC DETAILS SHEET NUMBER SHEET NAME R1.A0.031 DOOR TYPES R1.A0.032 DOOR SCHEDULE R1.A0.033 DOOR DETAILS R1.A0.034 DOOR THRESHOLD DETAILS - TYP. R1.A0.050 DETAILS_PARTITION TYPES R1.A0.051 DETAILS_PARTITION TYPES R1.A0.052 DETAILS_PARTITION TYPES R1.A0.060 FINISH SHEDULE R1.A1.0L1 SLAB EDGE PLAN - LEVEL B 01 OVERALL R1.A1.0L1A SLAB EDGE PLAN - LEVEL B 01 A R1.A1.0L1B SLAB EDGE PLAN - LEVEL B 01 B R1.A1.001 SLAB EDGE PLAN - LEVEL 01 R1.A1.002 SLAB EDGE PLAN - LEVEL 02 R1.A1.003 SLAB EDGE PLAN - LEVEL 03 R1.A1.004 SLAB EDGE PLAN - LEVEL 04 R1.A1.005 SLAB EDGE PLAN - LEVEL 05 R1.A1.006 SLAB EDGE PLAN - LEVEL 06 R1.A1.007 SLAB EDGE PLAN - LEVEL 07 R1.A1.008 SLAB EDGE PLAN - LEVEL 08-14 R1.A1.015 SLAB EDGE PLAN - LEVEL 15 R1.A1.016 SLAB EDGE PLAN - ROOF ACCESS R1.A1.100 CONSTRUCTION PLAN - LEVEL OVERALL B 01 R1.A1.100A CONSTRUCTION PLAN - LEVEL B1 SEG A R1.A1.100B CONSTRUCTION PLAN - LEVEL B1 SEG B R1.A1.101 CONSTRUCTION PLAN - LEVEL 01 R1.A1.102 CONSTRUCTION PLAN - LEVEL 02 R1.A1.103 CONSTRUCTION PLAN - LEVEL 03 R1.A1.104 CONSTRUCTION PLAN - LEVEL 04 R1.A1.105 CONSTRUCTION PLAN - LEVEL 05 R1.A1.106 CONSTRUCTION PLAN - LEVEL 06 R1.A1.107 CONSTRUCTION PLAN - LEVEL 07 R1.A1.108 CONSTRUCTION PLAN - LEVEL 08-14 R1.A1.115 CONSTRUCTION PLAN - LEVEL 15 R1.A1.116 CONSTRUCTION PLAN - ROOF ACCESS R1.A1.117 CONSTRUCTION PLAN - ROOF R1.A1.200A REFLECTED CEILING PLAN - LEVEL B01 SEG A R1.A1.201 REFLECTED CEILING PLAN - LEVEL 01 R1.A1.202 REFLECTED CEILING PLAN - LEVEL 02 R1.A1.203 REFLECTED CEILING PLAN - LEVEL 03 R1.A1.204 REFLECTED CEILING PLAN - LEVEL 04 R1.A1.205 REFLECTED CEILING PLAN - LEVEL 05 R1.A1.206 REFLECTED CEILING PLAN - LEVEL 06 R1.A1.207 REFLECTED CEILING PLAN - LEVEL 07 R1.A1.208 REFLECTED CEILING PLAN - LEVEL 08 - LEVEL 14 R1.A1.215 REFLECTED CEILING PLAN - LEVEL 15 R1.A1.216 REFLECTED CEILING PLAN - ROOF ACCESS LEVEL R1.A2.100 FACADE TYPE DIAGRAM R1.A2.101 BUILDING ELEVATION NORTH R1.A2.102 BUILDING ELEVATION WEST R1.A2.103 BUILDING ELEVATION SOUTH R1.A2.104 BUILDING ELEVATION EAST R1.A2.151 ENLARGED BUILDING ELEVATION NORTH R1.A2.152 ENLARGED BUILDING ELEVATION NORTH R1.A2.153 ENLARGED BUILDING ELEVATION NORTH R1.A2.154 ENLARGED BUILDING ELEVATION NORTH R1.A2.157 ENLARGED BUILDING ELEVATION WEST R1.A2.158 ENLARGED BUILDING ELEVATION WEST R1.A2.159 ENLARGED BUILDING ELEVATION WEST R1.A2.160 ENLARGED BUILDING ELEVATION SOUTH R1.A2.161 ENLARGED BUILDING ELEVATION SOUTH R1.A2.162 ENLARGED BUILDING ELEVATION SOUTH R1.A2.163 ENLARGED BUILDING ELEVATION SOUTH R1.A2.166 ENLARGED BUILDING ELEVATION EAST R1.A2.167 ENLARGED BUILDING ELEVATION EAST R1.A2.168 ENLARGED BUILDING ELEVATION EAST R1.A2.169 ENLARGED ELEVATION NORTH GARAGE R1.A3.101 BUILDING SECTIONS R1.A3.102 BUILDING SECTIONS R1.A3.103 BUILDING SECTIONS R1.A3.104 BUILDING SECTIONS R1.A3.105 BUILDING SECTIONS R1.A3.106 BUILDING SECTIONS R1.A4.122 ENVELOPE WALL TYPES WT02 & SECTIONS - LEVEL 2-6 GARAGE FACADE R1.A4.131 ENVELOPE WALL TYPES WT03 & SECTIONS - LEVEL 2-6 GARAGE FACADE R1.A4.141 ENVELOPE WALL TYPE WT04 & SECTIONS - LEVEL 6 AMENITY FACADE R1.A4.110 ENVELOPE WALL TYPE WT01 & SECTIONS - LEVEL 1 RETAIL STOREFRONT R1.A4.111 ENVELOPE WALL TYPE WT01 & SECTIONS - LEVEL 1 LOBBY STOREFRONT R1.A4.113 ENVELOPE WALL TYPE WT01 & SECTIONS - LEVEL 1 FACADE R1.A4.120 ENVELOPE WALL TYPES WT02 & SECTIONS - LEVEL 2-6 GARAGE FACADE R1.A4.121 ENVELOPE WALL TYPES WT02 & SECTIONS - LEVEL 2-6 GARAGE FACADE R1.A4.130 ENVELOPE WALL TYPES WT03 & SECTIONS - LEVEL 2-6 GARAGE FACADE R1.A4.140 ENVELOPE WALL TYPE WT04 & SECTIONS - LEVEL 7 AMENITY FACADE R1.A4.150 ENVELOPE WALL TYPE WT05 & SECTIONS - TYP. RESIDENTIAL FACADE (L8-L14 ) R1.A4.160 ENVELOPE WALL TYPE WT06 & SECTIONS - L14 WEST R1.A4.170 ENVELOPE WALL TYPE WT07 & SECTIONS - PENTHOUSE FACADE (L15) R1.A4.180 ENVELOPE WALL TYPE WT08 & SECTIONS - ROOF DECK AMENITY SPACE (LEVEL 15 ) GENERAL DRAWING INDEX GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/23/2024 4:10:29 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.G0.001 DRAWING INDEX 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 1 THE DRAWINGS INCLUDED IN THE DRAWING INDEX ARE FOR FOR THE CORE & SHELL PERMIT ONLY. 2 THE RESIDENTIAL AND COMMERCIAL TENANT INTERIORS FIT-OUT ARE UNDER SEPARATE PERMIT AND ARE SHOWN FOR REFERENCE ONLY. 3 LANDSCAPE, PLUMBING, MECHANICAL AND ELECTRICAL ARE UNDER SEPARATE PERMIT AND ARE SHOWN AS REFERENCE ONLY. LANDSCAPE DRAWING INDEX SHEET NUMBER SHEET NAME R1.G0.000 COVER R1.G0.001 DRAWING INDEX R1.G0.002 DRAWING INDEX R1.G0.010 PROJECT INFORMATION & GENERAL NOTES R1.G0.011 GENERAL NOTES R1.G0.012 GENERAL NOTES R1.G0.020 SYMBOL AND ABBREVIATIONS R1.G0.031 DISABLED ACCESS NOTES & DIAGRAMS R1.G0.032 DISABLED ACCESS DIAGRAMS R1.G0.033 DISABLED ACCESS NOTES R1.G0.034 DISABLED ACCESS NOTES R1.G0.035 DISABLED ACCESS NOTES R1.G0.036 DISABLED ACCESS NOTES R1.G0.038 CONDITIONS OF APPROVAL R1.G0.039 CONDITIONS OF APPROVAL R1.G0.040 CONDITIONS OF APPROVAL R1.G0.050 SITE DETAILS R1.G0.051 SITE DETAILS R1.G1.201 AREA PLANS R1.G1.203 AREA SUMMARY R1.G1.205 STORAGE AREA PLAN R1.G1.206 TRASH CIRCULATION PLAN R1.G1.301 SCHOOL FEE EXHIBITS R1.G1.302 SCHOOL FEE EXHIBITS R1.G2.040 SITE PLAN - OVERALL R1.G2.041 SITE PLAN - RESIDENTIAL R1.G2.050 BUILDING LEVELS DIAGRAM R1.G2.060 BUILDING PARKING VENTILATION DIAGRAM L7.2 PLANTING DETAILS L7.1 PLANTING DETAILS L6.5 15TH FLOOR PLANTING PLAN L6.4 7TH FLOOR PLANTING PLAN L6.3 6TH FLOOR PLANTING PLAN L6.2 GROUND FLOOR PLANTING PLAN L6.1 GROUND FLOOR PLANTING PLAN L6.0 PLANTING SCHEDULE AND NOTES L5.2 IRRIGATION DETAILS L5.1 IRRIGATION DETAILS L4.1 IRRIGATION NOTES L3.5 15TH FLOOR IRRIGATION PLAN L3.4 7TH FLOOR IRRIGATION PLAN L3.3 6TH FLOOR IRRIGATION PLAN L3.2 GROUND FLOOR IRRIGATION PLAN L3.1 GROUND FLOOR IRRIGATION PLAN L3.0 IRRIGATION SCHEDULE AND CALCULATIONS L2.4 HARDSCAPE DETAILS L2.3 HARDSCAPE DETAILS L2.2 HARDSCAPE DETAILS L2.1 HARDSCAPE DETAILS L1.5 15TH FLOOR HARDSCAPE PLAN L1.4 7TH FLOOR HARDSCAPE PLAN L1.3 6TH FLOOR HARDSCAPE PLAN L1.2 GROUND FLOOR HARDSCAPE PLAN L1.1 GROUND FLOOR HARDSCAPE PLAN L1.0 HARDSCAPE SCHEDULES AND NOTES L0.1 OVERALL SITE PLAN L0.0 LANDSCAPE COVER SHEET SHEET NUMBER SHEET NAME R1.LS1.110 FIRE LIFE SAFETY PLAN - LEVEL 16 R1.LS1.109 FIRE LIFE SAFETY PLAN - LEVEL 15 R1.LS1.108 FIRE LIFE SAFETY PLAN - LEVELS 08-14 R1.LS1.107 FIRE LIFE SAFETY PLAN - LEVEL 07 R1.LS1.106 FIRE LIFE SAFETY PLAN - LEVEL 06 R1.LS1.105 FIRE LIFE SAFETY PLAN - LEVEL 05 R1.LS1.104 FIRE LIFE SAFETY PLAN - LEVEL 04 R1.LS1.103 FIRE LIFE SAFETY PLAN - LEVEL 03 R1.LS1.102 FIRE LIFE SAFETY PLAN - LEVEL 02 R1.LS1.101 FIRE LIFE SAFETY PLAN - LEVEL 01G R1.LS1.100 FIRE LIFE SAFETY PLAN - LEVEL P 01 R1.LS1.002 BUILDING ADJACENCY ANALYSIS R1LS1.001 FIRE MASTER PLAN SHEET... SHEET NAME LIFE SAFETY DRAWING INDEX ARCHITECTURE DRAWING INDEXARCHITECTURE DRAWING INDEXSTRUCTURAL DRAWING INDEXSTRUCTURAL DRAWING INDEX WP5.00 PVC ROOFING WP4.00 ELASTOMERIC COATING WP3.01 HOT RUBBERIZED ASPHALT WATERPROOFING WP3.00 HOT RUBBERIZED ASPHALT WATERPROOFING WP1.00 BELOW GRADE WATERPROOFING SHEET NUMBER SHEET NAME WATERPROOFING DRAWING INDEX POOL AND SPA DRAWING INDEX R1-SP-506 INTELLICENTER SCHEMATIC R1-SP-505 POOL & SPA DETAILS R1-SP-504 POOL & SPA DETAILS R1-SP-503 POOL & SPA DETAILS R1-SP-502 POOL & SPA DETAILS R1-SP-501 POOL & SPA DETAILS R1-SP-301 POOL & SPA SECTIONS R1-SP-103 POOL & SPA PLUMBING PLAN R1-SP-102 POOL & SPA EQUIPMENT PLAN R1-SP-101 POOL & SPA PLAN R1-SP-009 LEVEL 7 - POOL & SPA CUTSHEETS R1-SP-008 LEVEL 7 - POOL & SPA CUTSHEETS R1-SP-007 LEVEL 7 - POOL & SPA CUTSHEETS R1-SP-006 LEVEL 7 - POOL & SPA CUTSHEETS R1-SP-005 LEVEL 7 - POOL & SPA CUTSHEETS R1-SP-004 LEVEL 7 - POOL & SPA CUTSHEETS R1-SP-003 LEVEL 7 - POOL & SPA CUTSHEETS R1-SP-002 POOL & SPA PLAN SITE PLAN R1-SP-001 POOL & SPA PLAN COVER SHEET NUMBER SHEET NAME R1.S5.40 TYPICAL CONCRETE TWO-WAY SLAB DETAILS R1.S5.20 TYPICAL CONCRETE COLUMN DETAILS R1.S5.12 CONCRETE COLUMN GRAPHICAL SECTIONS R1.S5.11 CONCRETE COLUMN GRAPHICAL SECTIONS R1.S5.10 CONCRETE COLUMN GRAPHICAL SECTIONS R1.S5.01 CONCRETE COLUMN SCHEDULE R1.S5.00 CONCRETE COLUMN SCHEDULE R1.S4.24 TYPICAL CONCRETE SHEARWALL DETAILS R1.S4.23 TYPICAL CONCRETE SHEARWALL DETAILS R1.S4.22 TYPICAL CONCRETE SHEARWALL DETAILS R1.S4.21 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.20 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.19 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.18 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.17 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.16 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.15 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.14 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.13 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.12 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.11 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.10 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.07 CORE WALL ELEVATION R1.S4.06 CORE WALL ELEVATION R1.S4.05 CORE WALL ELEVATION R1.S4.04 CORE WALL ELEVATION R1.S4.03 CORE WALL ELEVATION R1.S4.02 CORE WALL ELEVATION R1.S4.01 CORE WALL ELEVATION R1.S4.00 CORE WALL ELEVATION R1.S3.61 TYPICAL FOUNDATION WALL DETAILS R1.S3.60 TYPICAL FOUNDATION WALL DETAILS AND SCHEDULE R1.S3.52 BASEMENT WALL SECTION R1.S3.51 BASEMENT WALL SECTION R1.S3.50 BASEMENT WALL SECTION R1.S3.20 TYPICAL MAT FOUNDATION DETAILS R1.S3.13 MAT FOUNDATION SECTION R1.S3.12 MAT FOUNDATION SECTIONS R1.S3.11 MAT FOUNDATION SECTIONS R1.S3.10 MAT FOUNDATION SECTIONS R1.S3.00.TR FOUNDATION MAT TOP REINFORCING PLAN R1.S3.00.S FOUNDATION MAT SHEAR REINFORCING PLAN R1.S3.00.BR FOUNDATION MAT BOTTOM REINFORCING PLAN R1.S3.00 FOUNDATION PLAN R1.S1.17 TOP OF CORE FRAMING PLAN R1.S1.16.R LEVEL ROOF REINFORCING PLAN R1.S1.16.PT LEVEL ROOF POST TENSIONING PLAN R1.S1.16 LEVEL ROOF FRAMING PLAN R1.S1.15.R LEVEL 15 REINFORCING PLAN R1.S1.15.PT LEVEL 15 POST TENSIONING PLAN R1.S1.15 LEVEL 15 FRAMING PLAN R1.S1.08.R LEVEL 08-14 REINFORCING PLAN R1.S1.08.PT LEVEL 08-14 POST TENSIONING PLAN R1.S1.08 LEVEL 08-14 FRAMING PLAN R1.S1.07.R LEVEL 07 REINFORCING PLAN R1.S1.07.PT LEVEL 07 POST TENSIONING PLAN R1.S1.07 LEVEL 07 FRAMING PLAN R1.S1.06A.R LEVEL 06+ REINFORCING PLAN R1.S1.06A.PT LEVEL 06+ POST TENSIONING PLAN R1.S1.06A LEVEL 06+ FRAMING PLAN R1.S1.06.R LEVEL 06 REINFORCING PLAN R1.S1.06.PT LEVEL 06 POST TENSIONING PLAN R1.S1.06 LEVEL 06 FRAMING PLAN R1.S1.05.R LEVEL 05 REINFORCING PLAN R1.S1.05.PT LEVEL 05 POST TENSIONING PLAN R1.S1.05 LEVEL 05 FRAMING PLAN R1.S1.04.R LEVEL 04 REINFORCING PLAN R1.S1.04.PT LEVEL 04 POST TENSIONING PLAN R1.S1.04 LEVEL 04 FRAMING PLAN R1.S1.03.R LEVEL 03 REINFORCING PLAN R1.S1.03.PT LEVEL 03 POST TENSIONING PLAN R1.S1.03 LEVEL 03 FRAMING PLAN R1.S1.02.R LEVEL 02 REINFORCING PLAN R1.S1.02.PT LEVEL 02 POST TENSIONING PLAN R1.S1.02 LEVEL 02 FRAMING PLAN R1.S1.01.TR LEVEL 01 TOP REINFORCING PLAN R1.S1.01.BR LEVEL 01 BOTTOM REINFORCING PLAN R1.S1.01 LEVEL 01 FRAMING PLAN R1.S1.00.A BASEMENT LEVEL P 01 FRAMING PLAN R1.S1.00 BASEMENT PLAN - OVERVIEW R1.S0.42 FACADE LOADING R1.S0.41 FACADE LOADING R1.S0.40 FACADE LOADING R1.S0.31 ELEVATOR LOADING R1.S0.30 ELEVATOR LOADING R1.S0.20 FINISH FLOOR TYPE SCHEDULE R1.S0.14 LOADING PLANS R1.S0.13 LOADING PLANS R1.S0.12 LOADING PLANS R1.S0.11 LOADING PLANS R1.S0.10 LOADING PLANS R1.S0.09 SPECIAL INSPECTIONS AND STRUCTURAL TESTING R1.S0.08 PLAN NOTES AND LEGENDS R1.S0.07 LAP SPLICE SCHEDULES R1.S0.06 LAP SPLICE SCHEDULES R1.S0.05 LEGEND & ABBREVIATIONS R1.S0.03 GENERAL NOTES R1.S0.02 GENERAL NOTES R1.S0.01 SHEET PUBLICATION MATRIX R1.S0.00 COVER SHEET SHEET NUMBER SHEET NAME R1.S9.02 GARAGE SCREEN SECTIONS AND DETAILS R1.S9.01 GARAGE SCREEN SECTIONS AND DETAILS R1.S9.00 GARAGE SCREEN SECTIONS AND DETAILS R1.S8.90 STEEL ENTRY CANOPY PLANS, SECTIONS AND DETAILS R1.S8.81 LEVEL 15 AMENITY TERRACE CANOPY SECTIONS AND DETAILS R1.S8.80 LEVEL 15 AMENITY TERRACE CANOPY R1.S8.53 ROOF SECTION AND DETAILS R1.S8.52 ROOF SECTION AND DETAILS R1.S8.51 ABOVE GRADE SECTIONS AND DETAILS R1.S8.50 ABOVE GRADE SECTIONS AND DETAILS R1.S8.48 ABOVE GRADE SECTIONS AND DETAILS R1.S8.47 ABOVE GRADE SECTIONS AND DETAILS R1.S8.46 ABOVE GRADE SECTIONS AND DETAILS R1.S8.45 ABOVE GRADE SECTIONS AND DETAILS R1.S8.41 ABOVE GRADE SECTIONS AND DETAILS R1.S8.40 ABOVE GRADE SECTIONS AND DETAILS R1.S8.31 ABOVE GRADE SECTIONS AND DETAILS R1.S8.30 ABOVE GRADE SECTIONS AND DETAILS R1.S8.27 GROUND LEVEL SECTIONS AND DETAILS R1.S8.26 GROUND LEVEL SECTIONS AND DETAILS R1.S8.25 GROUND LEVEL SECTIONS AND DETAILS R1.S8.22 GROUND LEVEL SECTIONS AND DETAILS R1.S8.21 GROUND LEVEL SECTIONS AND DETAILS R1.S8.20 GROUND LEVEL SECTIONS AND DETAILS R1.S8.11 BELOW GRADE SECTIONS AND DETAILS R1.S8.10 BELOW GRADE SECTIONS AND DETAILS R1.S8.05 BUILDING SECTIONS R1.S8.04 BUILDING SECTIONS R1.S8.03 BUILDING SECTIONS R1.S8.02 BUILDING SECTIONS R1.S8.01 BUILDING SECTIONS R1.S8.00 BUILDING SECTIONS R1.S7.10 TYPICAL STEEL DETAILS R1.S7.04 TYPICAL STEEL DETAILS R1.S7.03 TYPICAL STEEL DETAILS R1.S7.02 TYPICAL STEEL DETAILS R1.S7.01 TYPICAL STEEL DETAILS R1.S6.02 TYPICAL NON-BEARING CMU WALL DETAILS R1.S6.01 TYPICAL NON-BEARING CMU WALL DETAILS R1.S5.62 HEADED SHEAR STUD REINFORCEMENT SCHEDULE R1.S5.61 TYPICAL POST-TENSIONED SLAB DETAILS R1.S5.60 TYPICAL POST-TENSIONED TWO-WAY SLAB DETAILS R1.S5.51 CONCRETE BEAM SCHEDULE R1.S5.50 TYPICAL CONCRETE BEAM DETAILS R1.S5.43 TYPICAL CONCRETE SLAB DETAILS R1.S5.42 TYPICAL CONCRETE SLAB DETAILS R1.S5.41 TYPICAL CONCRETE ONE-WAY SLAB DETAILS SHEET NUMBER SHEET NAME 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H I R1.G0.000 COVER R1.G0.0000 OCFA COVER SHEET 1/7/25 GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/ 2 3 / 2 0 2 4 1 1 : 3 9 : 5 4 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.002 DRAWING INDEX 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA MECHANICAL DRAWING INDEXELECTRICAL DRAWING INDEX PLUMBING DRAWING INDEX R1-P9.7 PLUMBING DETAILS - SOVENT SYSTEM R1-P9.6 PLUMBING DETAILS R1-P9.5 PLUMBING DETAILS R1-P9.4 PLUMBING DETAILS R1-P9.3 PLUMBING DETAILS R1-P9.2 PLUMBING DETAILS R1-P9.1 PLUMBING DETAILS R1-P5.21 STORM RISER DIAGRAM R1-P5.12D SANITARY SEWER DIAGRAM R1-P5.12C SANITARY SEWER DIAGRAM R1-P5.12B SANITARY SEWER DIAGRAM R1-P5.12A SANITARY SEWER DIAGRAM R1-P4.31 GAS RISER DIAGRAM R1-P4.12 DOMESTIC WATER RISER DIAGRAMS R1-P4.11 DOMESTIC WATER RISER DIAGRAMS R1-P2.118 PLUMBING PLAN - TOP ROOF R1-P2.116 PLUMBING PLAN - ROOF R1-P2.115 PLUMBING PLAN - LEVEL 15 R1-P2.108 PLUMBING PLAN - LEVEL 08-14 R1-P2.107 PLUMBING PLAN - LEVEL 07 R1-P2.106 PLUMBING PLAN - LEVEL 06 R1-P2.105 PLUMBING PLAN - LEVEL 05 R1-P2.104 PLUMBING PLAN - LEVEL 04 R1-P2.103 PLUMBING PLAN - LEVEL 03 R1-P2.102 PLUMBING PLAN - LEVEL 02 R1-P2.101 PLUMBING PLAN - LEVEL 01 R1-P2.100 PLUMBING PLAN - LEVEL P 01 R1-P2.0 UNDERGROUND PLAN - PLUMBING R1-P1.1 PLUMBING SITE PLAN R1-P0.7 PLUMBING NCRR FORM R1-P0.6 PLUMBING NCRR FORM R1-P0.5 PLUMBING CALCULATIONS R1-P0.4 PLUMBING SCHEDULES R1-P0.3 PLUMBING SCHEDULES R1-P0.2 PLUMBING SCHEDULES R1-P0.1 PLUMBING GENERAL NOTES R1-P0.0 PLUMBING LEGEND AND ABBREVIATIONS SHEET NUMBER SHEET NAME R1-E9.9 ELECTRICAL GROUNDING RISER - WEST TOWER R1-E9.8 ELECTRICAL DETAILS R1-E9.7 ELECTRICAL DETAILS R1-E9.6 ELECTRICAL DETAILS R1-E9.5 ELECTRICAL DETAILS R1-E9.4 ELECTRICAL DETAILS R1-E9.3 ELECTRICAL DETAILS R1-E9.2 ELECTRICAL DETAILS R1-E9.1 ELECTRICAL DETAILS R1-E6.2 ENLARGED PLANS R1-E6.1 ENLARGED PLANS R1-E5.11 PANELBOARD SCHEDULES R1-E5.10 PANELBOARD SCHEDULES R1-E5.9 PANELBOARD SCHEDULES R1-E5.8 PANELBOARD SCHEDULES R1-E5.7 PANELBOARD SCHEDULES R1-E5.6 PANELBOARD SCHEDULES R1-E5.5 SINGLE LINE AND VOLTAGE DROP SCHEDULES R1-E5.4 SINGLE LINE DIAGRAM - RESIDENTIAL POWER R1-E5.3 SINGLE LINE DIAGRAM - RESIDENTIAL POWER R1-E5.2 SINGLE LINE DIAGRAM - RSIDENTIAL HOUSE NORMAL POWER R1-E5.1 SINGLE LINE DIAGRAM - RESIDENTIAL EMERGENCY POWER R1-E3.118 POWER AND SIGNAL PLAN - TOP ROOF R1-E3.116 POWER AND SIGNAL PLAN - ROOF R1-E3.115 POWER AND SIGNAL PLAN - LEVEL 15 R1-E3.108 POWER AND SIGNAL PLAN - LEVEL 08-14 R1-E3.107 POWER AND SIGNAL PLAN - LEVEL 07 R1-E3.106 POWER AND SIGNAL PLAN - LEVEL 06 R1-E3.105 POWER AND SIGNAL PLAN - LEVEL 05 R1-E3.104 POWER AND SIGNAL PLAN - LEVEL 04 R1-E3.103 POWER AND SIGNAL PLAN - LEVEL 03 R1-E3.102 POWER AND SIGNAL PLAN - LEVEL 02 R1-E3.101 POWER AND SIGNAL PLAN - LEVEL 01 R1-E3.100 POWER AND SIGNAL PLAN - LEVEL P 01 R1-E2.116 LIGHTING PLAN - ROOF R1-E2.115 LIGHTING PLAN - LEVEL 15 R1-E2.108 LIGHTING PLAN - LEVEL 08-14 R1-E2.107 LIGHTING PLAN - LEVEL 07 R1-E2.106 LIGHTING PLAN - LEVEL 06 R1-E2.105 LIGHTING PLAN - LEVEL 05 R1-E2.104 LIGHTING PLAN - LEVEL 04 R1-E2.103 LIGHTING PLAN - LEVEL 03 R1-E2.102 LIGHTING PLAN - LEVEL 02 R1-E2.101 LIGHTING PLAN - LEVEL 01 R1-E2.100 LEVEL P 01 - LIGHTING PLAN R1-E1.0 SITE LIGHTING PLAN R1-E0.4 MECHANICAL EQUIPMENT SCHEDULE R1-E0.3 MECHANICAL EQUIPMENT SCHEDULE R1-E0.2 LUMINAIRE SCHEDULES R1-E0.1 BASIS OF DESIGN AND CALCULATION TABLES R1-E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS SHEET NUMBER SHEET NAME 1 THE DRAWINGS INCLUDED IN THE DRAWING INDEX ARE FOR FOR THE CORE & SHELL PERMIT ONLY. 2 THE RESIDENTIAL AND COMMERCIAL TENANT INTERIORS FIT-OUT ARE UNDER SEPARATE PERMIT AND ARE SHOWN FOR REFERENCE ONLY. 3 LANDSCAPE, PLUMBING, MECHANICAL AND ELECTRICAL ARE UNDER SEPARATE PERMIT AND ARE SHOWN AS REFERENCE ONLY. R1-M10.001 BAS SYSTEM ARCHITECTURE R1-M9.003 MECHANICAL DETAILS R1-M9.002 MECHANICAL DETAILS R1-M9.001 MECHANICAL DETAILS R1-M8.002 SMOKE CONTROL SEQUENCES AND DIAGRAMS R1-M8.001 FIREFIGHTER'S SMOKE CONTROL PANEL R1-M7.001 CONTROLS - SEQUENCES AND DIAGRAMS R1-M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM R1-M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM R1-M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM R1-M6.001 REFRIGERANT PIPING SCHEMATIC DIAGRAM R1-M5.002 EXHAUST DUCTWORK RISER DIAGRAMS R1-M5.001 SUPPLY DUCTWORK RISER DIAGRAMS R1-M4.116 REFRIGERANT PIPING PLAN - ROOF R1-M4.115 REFRIGERANT PIPING PLAN - LEVEL 15 R1-M4.108 REFRIGERANT PIPING PLAN - LEVEL 08-14 R1-M4.107 REFRIGERANT PIPING PLAN - LEVEL 07 R1-M4.106 REFRIGERANT PIPING PLAN - LEVEL 06 R1-M4.105 REFRIGERANT PIPING PLAN - LEVEL 05 R1-M4.104 REFRIGERANT PIPING PLAN - LEVEL 04 R1-M4.103 REFRIGERANT PIPING PLAN - LEVEL 03 R1-M4.102 REFRIGERANT PIPING PLAN - LEVEL 02 R1-M4.101 REFRIGERANT PIPING PLAN - LEVEL 01 R1-M4.100A REFRIGERANT PIPING PLAN - LEVEL P 01 SEG A R1-M3.116S SMOKE CONTROL ZONING PLAN - ROOF R1-M3.116 HVAC ZONING PLAN - ROOF R1-M3.115S SMOKE CONTROL ZONING PLAN - LEVEL 15 R1-M3.115 HVAC ZONING PLAN - LEVEL 15 R1-M3.108S SMOKE CONTROL ZONING PLAN - LEVEL 08-14 R1-M3.108 HVAC ZONING PLAN - LEVEL 08-14 R1-M3.107S SMOKE CONTROL ZONING PLAN - LEVEL 07 R1-M3.107 HVAC ZONING PLAN - LEVEL 07 R1-M3.106S SMOKE CONTROL ZONING PLAN - LEVEL 06 R1-M3.106 HVAC ZONING PLAN - LEVEL 06 R1-M3.105S SMOKE CONTROL ZONING PLAN - LEVEL 05 R1-M3.105 HVAC ZONING PLAN - LEVEL 05 R1-M3.104S SMOKE CONTROL ZONING PLAN - LEVEL 04 R1-M3.104 HVAC ZONING PLAN - LEVEL 04 R1-M3.103S SMOKE CONTROL ZONING PLAN - LEVEL 03 R1-M3.103 HVAC ZONING PLAN - LEVEL 03 R1-M3.102S SMOKE CONTROL ZONING PLAN - LEVEL 02 R1-M3.102 HVAC ZONING PLAN - LEVEL 02 R1-M3.101S SMOKE CONTROL ZONING PLAN - LEVEL 01 R1-M3.101 HVAC ZONING PLAN - LEVEL 01 R1-M3.100AS SMOKE CONTROL ZONING PLAN - LEVEL P 01 SEG A R1-M3.100A HVAC ZONING PLAN - LEVEL P 01 SEG A R1-M2.118 HVAC PLAN - TOP ROOF R1-M2.116 HVAC PLAN - ROOF R1-M2.115 HVAC PLAN - LEVEL 15 R1-M2.108 HVAC PLAN - LEVEL 08-14 R1-M2.107 HVAC PLAN - LEVEL 07 R1-M2.106 HVAC PLAN - LEVEL 06 R1-M2.105 HVAC PLAN - LEVEL 05 R1-M2.104 HVAC PLAN - LEVEL 04 R1-M2.103 HVAC PLAN - LEVEL 03 R1-M2.102 HVAC PLAN - LEVEL 02 R1-M2.101 HVAC PLAN - LEVEL 01 R1-M2.100B HVAC PLAN - LEVEL P 01 SEG B R1-M2.100A HVAC PLAN - LEVEL P 01 SEG A R1-M2.100 HVAC PLAN - LEVEL P 01 R1-M0.5 ENERGY CALCULATIONS R1-M0.4 ENERGY CALCULATIONS R1-M0.3 SCHEDULES R1-M0.2 SCHEDULES R1-M0.1 BASIS OF DESIGN AND GENERAL NOTES R1-M0.0 MECHANICAL LEGEND AND ABBEVIATIONS SHEET NUMBER SHEET NAME 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 PROJECT INFORMATION PROJECT ADDRESS:3RD & BROADWAY, SANTA ANA, CA92701 ZONE:TRANSIT ZONE DOWNTOWN (DT) TOTAL LOT SIZE: EXISTING: 1,41 ACRE / 61,437.5 SF PROPOSED: 1,41 ACRE / 61,437.5 SF APN:398-264-13 APPLICABLE CODES * 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE * AS AMENDED BY SANTA ANA MUNICPAL CODE CONSTRUCTION TYPE:TYPE 1A, FULLY SPRINKLERED (NFPA 13) OCCUPANCY TYPE: (SEE LS SHEETS FOR OCCUPANCY TYPE AREA CALCULATIONS A-3: ASSEMBLY (LOBBY, AMENITY SPACES) B: BUSINESS (SMALL CONFERENCE ROOMS, OFFICES) M: MERCANTILE (RETAIL) R-2: RESIDENTIAL (APARTMENTS) S-1: MODERATE-HAZARD (STORAGE) S-2: LOW-HAZARD (MECHANICAL, ELECTRICAL, PARKING) PROJECT DESCRIPTION NEW 15-STORY MIXED-USE BUILDING CONTAINING A TOTAL OF 152 MARKET RATE UNITS, 19 AFFORDABLE HOUSING UNITS, 6 LEVELS OF ABOVE GRADE PARKING, 1 LEVEL OF BELOW GRADE PARKING, GROUND FLOOR RETAIL AND AMENITIES THROUGHOUT. THIS PERMIT IS FOR CORE & SHELL ONLY THIS PROJECT IS A PRIVATELY FUNDED APARTMENT CONSTRUCTION PROJECT. VICINITY MAP LOCATION MAP PROJECT SITE N FIRE RATINGS: OCCUPANCY SEPARATIONS: SEE LS-SERIES SHEETS. EXTERIOR NON-BEARING WALL RATINGS BASED ON FIRE SEPARATION DISTANCE (FSD) PER TABLE 602. INTERIOR AND EXTERIOR BEARING WALLS PER TABLE 601 FIRE RATING: EXTERIOR BEARING WALLS 3HR INTERIOR BEARING WALLS 3HR NON-BEARING WALLS, INTERIOR, EXIT CORRIDOR 1HR NON-BEARING WALLS, INTERIOR, DWELLING UNIT 1HR NON-BEARING WALLS, INTERIOR, SHAFTS 2HR FLOOR CONSTRUCTION AND SECONDARY MEMBERS PRIMARY STRUCTURAL FRAME 3HR SHAFTS 2HR FLOOR CONSTRUCTION & SECONDARY MEMBERS 2HR ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR STAIRWAYS & VEST FIRE BARRIERS 2HR EXIT CORRIDOR FIRE PARTITIONS 1HR DWELLING UNIT DEMISING FIRE PARTITIONS 1HR GUESTROOM DEMISING WALLS 1HR FSAE LOBBIES SMOKE BARRIERS 1HR SPECIFICATIONS THE SPECIFICATIONS, BOUND SEPARATELY, ARE A PART OF THE CONTRACT DOCUMENTS. THIS PERMIT IS FOR CORE & SHELL ONLY PROPERTY OWNER:CARIBOU INDUSTRIES 1103 N BROADWAY SANTA ANA, CA 92701 PHONE: (714) 543-9484 FAX: (714) 543-9972 EMAIL: MFH@CARIBOUIND.COM PROJECT SITE PLUMBING FIXTURES CALCULATIONS FOH PUBLIC AREAS (B) LEASING OFFICE = 307 SQFT 307 SQFT / 150 OCC. (PLUMBING) = 2.05 * *NOTE: PER CPC SECTION 422.22 EXCEPTION 3, GIVEN THE OCCUPANT LOAD IS LESS THAN 50, ONE TOILET FACILITY DESIGNATED FOR USE BY NO MORE THAN ONE PERSON AT A TIME IS REQUIRED AND SHALL BE PERMITTED FOR USE BY BOTH SEXES. ONE SINGLE OCCUPANT, ALL- GENDER RESTROOM HAS BEEN PROVIDED. SEPARATE PERMITS SEPARATE APPROVALS / PERMITS ARE REQUIRED FOR THE FOLLOWING ITEMS OFFSITE IMPROVEMENTS GRADING WORK EXISTING GARAGE DEMO UTILITY SITE FENCES MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SWIMMING POOL AND SPAS EXTERIOR SIGNAGE TOWER CRANE FOUNDATIONS SHORING AND EXCAVATION FOOD SERVICE EQUIPMENT INTERIOR FIT OUT PARKING CONTROLS LOW VOLTAGE INTERIOR LAYOUTS DEFERRED SUBMITTALS FIRE SPRINKLERS SYSTEM FIRE ALARM SYSTEMS EXTERIOR GLAZING SYSTEMS (STOREFRONT) ELEVATORS PRE FAB METAL STAIRS, GUARDS AND HANDRAILS GUARDRAIL SYSTEMS COLD FORMED METAL FRAMING / EXTERIOR ENVELOPE ENGINEERING METAL FABRICATIONS (INCLUDING VEHICLE CABLE RAILS) CATENARY CABLE SYSTEM H H © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 12" = 1'-0" 12/3/2024 9:35:53 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.G0.010 PROJECT INFORMATION & GENERAL NOTES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA PARKING SCHEDULE TOTAL PARKING STALL TYPE COUNT LEVEL 01 EAST ADA 1 PARALLEL PARKING STALL 1 TRIPLE STALLS 45 47 LEVEL 02 WEST VISITOR 69 69 LEVEL 03 WEST ASSIGNED 11 VISITOR 69 80 LEVEL 04 WEST ASSIGNED 80 80 LEVEL 05 WEST ASSIGNED 79 VAN ADA 1 80 LEVEL 06 WEST ADA 3 ASSIGNED 22 25 LEVEL P 01 ADA 10 ADA VAN 3 CAV 1 CAV COMPACT 1 COMPACT 14 EVR 30 EVR COMPACT 3 STANDARD 5 VISITOR 43 110 Grand total 491 PARKING SCHEDULE RESIDENTIAL ONLY PARKING STALL TYPE COUNT LEVEL 03 WEST ASSIGNED 11 11 LEVEL 04 WEST ASSIGNED 80 80 LEVEL 05 WEST ASSIGNED 79 VAN ADA 1 80 LEVEL 06 WEST ADA 3 ASSIGNED 22 25 Grand total 196 PARKING SCHEDULE PUBLIC ONLY PARKING STALL TYPE COUNT LEVEL 02 WEST VISITOR 69 69 LEVEL 03 WEST VISITOR 69 69 LEVEL P 01 ADA 10 ADA VAN 3 EVR 27 VISITOR 34 74 Grand total 212 PARKING SCHEDULE HOTEL ONLY PARKING STALL TYPE COUNT LEVEL 01 EAST ADA 1 PARALLEL PARKING STALL 1 TRIPLE STALLS 45 47 LEVEL P 01 CAV 1 CAV COMPACT 1 COMPACT 14 EVR 3 EVR COMPACT 3 STANDARD 5 VISITOR 9 36 Grand total 83 OCCUPANCY TYPE - GROUP A-3, B, M, R-2, S-1, S-2 TOTAL BUILDING AREA (PER FAR) - 191,358 SF BUILDING HEIGHT 10 STORIES 15 STORIES / 188' - 1" REQUIRES CONCESSION (2 OF 2) CAL. GOV'T CODE SEC. 65915 (d)(1) H00 INCENTIVE + 44 UNITS (+ 35%) DENSITY BASE MODEL 90 UNITS (90/ACRE) 171 UNITS 11% RENTED TO VERY LOW-INCOME HOUSEHOLDS (19 UNITS) 3' (ALLEY YARD) ALLEY (REAR & ALLEY) 15' (REAR YARD) 20' (REAR YARD) SYCAMORE ST. (STREET SIDE)0' 0' BROADWAY (STREET SIDE)0' 0' SETBACKS 3RD ST (FRONT YARD)0' 0' RESIDENTIAL - 171 UNITS / 160,552 SF PARKING - 443 SpacesPROPOSED USE RETAIL - 10,868 SF BUILDING TYPE - LINE BLOCK ALLOWED PROPOSED NOTES PARCEL 1 - RESIDENTIAL MIXED USE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEMS (EVACS)COMPLYING WITH 907.5.2.2 REQUIRED IN HIGH-RISE BUILDINGS (907.2.12) SMOKE CONTROL SYSTEM COMPLYING WITH SECTION 909 REQUIRED FOR HIGH-RISE BUILDINGS (403.4.7); SMOKE REMOVAL SYSTEM COMPLYING WITH 910.4 REQUIRED FOR MECHANICAL ACCESSS PARKING GARAGES (406.6.4.2) FIRE ALARM FIRE ALARM AND DETECTION SYSTEM (SECTION 907.2.1, 907.2.2, 907.2.9, 907.2.10, 907.2.12) FIRE SPRINKLER FULLY SPRINKLERED BUILDING WITH NFPA 13 SPRINKLER SYSTEM (SECTION 903.2.11.3) TYPE OF CONSTRUCTION TYPE I A (HIGH-RISE BUILDING TO COMPLY WITH CBC/CFC/OCFA REQUIREMENTS) BUILDING DESCRIPTION ALLOWABLE AREA CBC 2019 SECTION 508.4.3 CBC TABLE 506.2 UNLIMITED 191,358 SF ALLOWABLE NUMBER OF STORIES CBC 2019 SECTION 508.4.3 CBC TABLE 504.4 UNLIMITED 15 STORIES ALLOWABLE BUILDING HEIGHT CBC 2019 SECTION 508.4.3 CBC TABLE 504.3 UNLIMITED 188' - 1" TYPE 1A, R-2, S-2 ALLOWED PROPOSED NOTES CODE ANALYSIS TOTAL 13,915 SF 39,685 SF PRIVATE OPEN SPACE 8,550 SF (50 SF/UNIT) 25,526 SF COMMON OPEN SPACE (NOT OPEN TO SKY)- 7,484 SF COMMON OPEN SPACE (OPEN TO SKY)5,365 SF (15% OF LOT) 6,675 SF REQUIRED PROPOSED NOTES OPEN SPACE SUMMARY LEVEL 15 16406 SF 85 43.7% LEVEL 14 19186 SF 85 51.1% LEVEL 13 19186 SF 85 51.1% LEVEL 12 19186 SF 85 51.1% LEVEL 11 19186 SF 85 51.1% LEVEL 10 19186 SF 85 51.1% LEVEL 9 19186 SF 85 51.1% LEVEL 8 19186 SF 85 51.1% LEVEL 7 18309 SF 85 48.8% LEVEL 6 26122 SF 85 69.6% LEVEL 5 29879 SF 85 79.6% LEVEL 4 29879 SF 85 79.6% LEVEL 3 29879 SF 100 79.6% LEVEL 2 29879 SF % OF GROUND FLOOR GSF [(EACH LEVEL GSF / GROUND FLOOR GSF)X100] 100 79.6% LEVEL 1 29,139 SF % OF BUILDABLE AREA [(GROUND FLOOR GSF / BUILDABLE AREA)X100]77.6% LEVELS AREA NOTES ALLOWED PROPOSED BUILDABLE AREA 37,549 SF MASSING CALCULATION TOTAL 95 51 25 171 L15 2 1 7 10 L14 12 7 2 21 L13 12 7 2 21 L12 12 7 2 21 L11 12 7 2 21 L10 12 7 2 21 L9 12 7 2 21 L8 12 7 2 21 L7 9 1 4 14 L6 - - - 0 L5 - - - 0 L4 - - - 0 L3 - - - 0 L2 - - - 0 L1 - - - 0 STUDIO 1 BED 2 BED TOTAL RESIDENTIAL UNIT SUMMARY FAR 3.12 FAR SITE AREA 81,479 SF REQUIRES CONCESSION (1 OF 2) TOTAL GFA 253,874 SF TOTAL 191,358 62,516 LEVEL 15 15,318 LEVEL 14 18,264 LEVEL 13 18,264 LEVEL 12 18,264 LEVEL 11 18,264 LEVEL 10 18,264 2,457 LEVEL 9 18,264 7,323 LEVEL 8 18,264 6,996 LEVEL 7 17,386 7,323 LEVEL 6 6,733 6,996 LEVEL 5 1,171 7,323 LEVEL 4 1,171 6,996 LEVEL 3 1,171 6,996 LEVEL 2 1,171 5,422 LEVEL 1 19,389 4,684 PARCEL 1 MIXED USED RESIDENTAL PARCEL 2 HOTEL PROJECT FAR RESIDENTAL 16 SPACES 16 SPACES PUBLIC 3 SPACES 17 SPACES REQUIRED PROPOSED BIKE PARKING TOTAL 211 83 196 Level 6 25 Level 5 80 Level 4 80 Level 3 68 11 Level 2 69 Level 1 47 Level P1 74 36 LEVELS PUBLIC HOTEL RESIDENTAL PROPOSED PARKING SPACES PER LEVEL 158 COMMERCIAL SPACES (1 PER 400 SF) 83 TOTAL SPACES * 45 STACKERS 1 ADA 6 EV READY (7%) 15 COMPACT 16 STANDARD *36 OF THESE SPACES WITHIN MIXED-USE... MINOR CONCESSION REQUIRED TO MODIFY PARKING REQUIREMENT TO 1 STALL PER KEY AND 1 GUEST SPACE/10 ROOMS, THEREFORE 83 REQUIRED [75 + (75/10)]. REQUIRED PROPOSED ANALYSIS HOTEL BUILDING - PARCEL 2 *42 HOTEL SPACES *OVERFLOW PARKING FOR HOTEL VALET MIN 5% OR 11 ADA PARKINGS REQUIRED. TOTAL OF 13 ADA PARKINGS PROVIDED 211 PUBLIC REPLACEMENT SPACES 209 PUBLIC REPLACEMENT SPACES INCLUSIVE OF PUBLIC AND RESIDENTIAL TOWER'S VISITOR PARKING SPACES 37 COMMERCIAL SPACES (1 PER 400 SF)0 COMMERCIAL SPACES REQUIRES WAIVER, CAL. GOV'T CODE SEC. 65915 (e)(1) MIN 2% OR 4 ADA PARKINGS REQUIRED. TOTAL OF 4 ADA PARKINGS PROVIDED 368 RESIDENTAL SPACES (2.15 PER UNIT) 196 RESIDENTAL SPACES 196 SPACES REQUIRED PER INCENTIVE, SAMC SEC. 41-1904.1 - 1 PARKING STALL PER STUDIO OR 1 BED - 2 PARKING STALLS PER / 2 BED 407 TOTAL SPACES 445 TOTAL SPACES* REQUIRED PARKING (SD-84)PROPOSED ANALYSIS RESIDENTAL MIXED USE BUILDING - PARCEL 1 PARKING SUMMARY 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H H H H H H H H H H H H H H H H H H H FOR REFERENCE ONLY, THE HOTEL PARKING COUNT REMAINS UNCHANGED FROM THE APPROVED HOTEL PLAN CHECK AND THE CONDITIONALLY APPROVED LETTER. I J J J 1/7/25 CONTRACTOR TO COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. CONTRACTOR TO OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. CONTRACTOR TO MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. CONTRACTOR TO PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. G.C. TO COORDINATE TRASH ACCESS. CONTRACTOR TO MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH COUNTY TO PROVIDE SECURITY. CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRICADES OR FENCING AS REQUIRED AND AS APPROVED BY THE CITY AND OWNER FOR PUBLIC SAFETY PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL PROVIDE FIRE PROTECTION EQUIPMENT AND SERVICE ACCESS DURING THE CONSTRUCTION PERIOD AS REQUIRED BY THE COUNTY. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A MEANS OF EGRESS DURING CONSTRUCTION. PUBLIC IMPROVEMENTS AND SERVICES ADJACENT TO THE SITE SHALL BE MAINTAINED DURING CONSTRUCTION. APPROVAL OF THE CITY ENGINEERING DEPARTMENT IS REQUIRED BEFORE ANY WORK IS COMMENCED. GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMBING, DRAINAGE, ELECTRICAL, TELEPHONE WORK AND EXISTING UTILITIES TO PROVIDE A COMPLETE OPERATING SYSTEM. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, OSHA DEPARTMENT, FOR WORK ON BUILDINGS OVER 36'-0" IN HEIGHT. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. GENERAL NOTES FINISH NOTES ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED. UNLESS NOTED OTHERWISE, ADJACENT AREAS ARE TO BE FINISHED TO MATCH THE ROOM/WALL/SPACE THEY ADJOIN. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NON- ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 6" (1210.1) WALLS WITHIN 2 FEET (610 mm) OF THE FRONT AND SIDES OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE OF PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER SMOOTH, HARD NON-ABSORBENT SURFACE TO A HEIGHT OF 4 FEET (1219 mm) AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. (807.1.2) WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER RESISTANT GYPSUM BACKING BOARD SHALL BE USED. REGULAR GYPSUM WALL BOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH TABLE 25-G. WATER RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: OVER A VAPOR RETARDER; IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM ROOMS OR GANG SHOWER ROOMS; ON CEILINGS WHERE FRAME SPACING EXCEEDS 12" (305 mm) ON CENTER. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9', MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. CONCRETE FLOOR FINISHES: a. TYPICAL CONCRETE FLOOR FINISH TO BE “HARD- TROWELLED” FINISH. b. MECHANICAL SPACES RECEIVING WATERPROOFING TO HAVE “LIGHT BROOM” FINISH. (GC TO CONFIRM WITH WP MANUFACTURER.) c. PARKING AREAS, PARKING RAMPS AND LOADING DOCKS (TRUCK PORTION) TO RECEIVE “MEDIUM ROTARY” FINISH. (GC TO CONFIRM WITH TRAFFIC COATING MANUFACTURER.) d. FLOOR DEPRESSIONS FOR TOPPING SLABS OR SETTING BEDS: GC TO CONFIRM SUBSTRATE WITH TOPPING/MORTAR MANUFACTURER. 1. 2. 3. 4. 5. 6. 7. 8. 9. FIRE DEPARTMENT NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. EXIT SIGNS ILLUMINATED BY AN EXTERAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54LUX). EXIT SIGNS ILLUMINATED BY AN INTERNAL SOURCE SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AND ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO TWO OR MORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1028, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE W ITH APPLICABLE CODE REQUIREMENTS. ALL WOOD USED FOR THE INTERIOR ENVIRONMENT OF THE TENANT SPACES TO BE FIRE TREATED TO COMPLY WITH THE BUILDING CLASSIFICATION TYPE. THIS INCLUDES ALL MISCELANIOUS WOOD AT EXPOSED AND CONCEALED LOCATIONS THAT ARE NOTED ON THE DOCUMENTS. VENEERS MATERIAL IN IT SELF ARE NOT INCLUDED IN THIS REQUIREMENT. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCYOF NOT MORE THAN 60 FLASHES PER MINUTE. PROVIDE AN AUTOMATIC SPRINKLER SYSTEM, SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE SELF-CLOSING. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISH FLOOR. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. LUMINOUS EGRESS PATH MARKINGS REQUIRED IN ACCORDANCE WITH CBC SECTION 1025 FLOOR LEVEL EGRESS SIGNS TO BE PROVIDED PER CBC SECTION 1013.7 SECURITY NOTES FOR GUEST ROOMS SCREENS, BARRICADES OR FENCES MADE OF MATERIALS WHICH PRECLUDE HUMAN CLIMBING, SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY OR SIMILAR SURFACE W HICH IS WITHIN 8' OF THE UTILITY POLE OR SIMILAR STRUCTURES. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID-CORE CONSTRUCTION. ALL PIN-TYPE HINGES ACCESSIBLE FROM THE OUTSIDE SHALL HAVE NON-REMOVABLE HING PINS. HINGES SHALL HAVE MINIMUM 1/4" DIAMETER STEEL JAMB STUD, WITH 1/4" MINIMUM PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING W ITH SCREWS NO LESS THAN 2 1/2" LONG. PROVIDE DEADBOLTS WITH HARDENED INSERTS; DEADLOCKING LATCH WITH KEY-OPERATED LOCKS ON EXTERIOR. LOCKS MUST BE OPENABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT. THE UNLOCKING OF ANY EXIT DOOR(S) SHALL NOT REQUIRE MORE THAN ONE OPERATION (LATCH NOT REQUIRED IN B, F & S OCCUPANCIES). STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1"AND AN EMBEDMENT OF NOT LESS THAN 5/8". A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4". WOOD PANEL DOORS MUST HAVE PANELS AT LEAST 9/16" THICK, WITH SHAPED PORTIONS NOT LESS THAN 1/4" THICK, AND INDIVIDUAL PANELS MUST ME NO MORE THAN 300 SQUARE INCHES IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS, EXCEPT MULLIONS OVER 18" LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2". STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS, WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8" AND 3" IN WIDTH. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL, TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO TESTS SPECIFIED IN SECTION 6717.1. METAL OR WOOD OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A 9/32" DIAMETER HARDENED STEEL SHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT, OR EQUIVALENT DEVICE, UNLESS SECURED BY AN ELECTRICAL POWERED OPERATION. PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILL-TYPE DOORS, AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS, WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR, OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. IN B, F, M OR S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION GREATER THAN 5', BUT LESS THAN 48", SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED BURGLARY- RESISTANT MATERIAL, OR PROTECTED WITH METAL BARS OR GRILLES. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK, WHEN THE DOOR IS IN CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY-RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN B, F, M AND S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSSBARS, AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED STEEL HASPS. SLIDING WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL, TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO TESTS SPECIFIED IN SECTION 6717.2. ANY RELEASE FOR METAL BARS, GRATES, GRILLS OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED, SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM, AND AT LEAST 24" FROM THE CLOSEST OPENING THROUGH SUCH METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES THAT EXCEEDS 2" IN ANY DIRECTION. ALL OTHER OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS OF NOT LESS THAN 6" IN ONE DIMENSION. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT SHALL HAVE A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR, WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEW ER, THROUGH WINDOWS LOCATED IN THE VICINITY OF THE DOOR, OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. EXIT DOORS SERVING INDIVIDUAL DWELLING UNITS OR GUEST ROOMS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED EDGE- OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOOR OTHER THAN BY OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED. THE UNLATCHING OF ANY LEAF, SINGLE OR DOUBLE DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. DEAD BOLTS SHALL NOT BE PERMITTED UNLESS THE DOOR IS OPERABLE ON ONE OPERATION. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, INCLUDING THESE GENERAL NOTES. THE CONTRACTOR SHALL COORDINATE THE INTENT OF THE GENERAL NOTES WITH ALL TRADES. IF CONFLICT IS FOUND BETWEEN DRAWINGS, GENERAL NOTES AND SPECIFICATIONS, CONSULT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. SPECIFICATIONS, BOUND SEPARATELY, ARE PART OF THE CONTRACT DOCUMENTS. NO DEVIATION FROM CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. THE ORGANIZATION OF THE DRAWINGS AND SPECIFICATIONS SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. CONTRACTOR TO COORDINATE WORK WITH THE CITY AND OWNER/OWNER’S AGENTS,, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. COORDINATE WORK WITH OTHER CONTRACTS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS, INCLUDING TRASH REMOVAL ACCESS. CONTRACTOR TO COORDINATE/CONFIRM WORK NOTED AS "BY OTHERS" OR "NIC". INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND CONDITIONS AT SITE PRIOR TOCOMMENCING THE WORK, AND REPORT ANY DISCREPANCIES TO THECONSTRUCTION MANAGER IN WRITING. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES. CEILING HEIGHT DIMENSIONS ARE TO FACE OF FINISHED SURFACES. FLOOR LEVELS INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY. PRIOR TO CONSTRUCTION GENERAL CONTRACTOR SHALL HIRE A THIRD PARTY LICENSED SURVEYOR TO FIELD VERIFY EXISTING GRADES AND FLOOR ELEVATIONS INDICATED ON DRAWING. NOTIFY ARCHITECTIMMEDIATELY OF ANY DISCREPANCIES WHERE A TYPICAL CONDITION IS DETAILED, IT SHALL BE UNDERSTOOD THAT ALL LIKE OR SIMILAR CONDITIONS ARE THE SAME UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, OSHA DEPARTMENT, FOR TRENCHES OR EXCAVATIONS GREATER THAN 5'-0" DEEP INTO WHICH A PERSON IS REQUIRED TO DESCEND FOR CONSTRUCTION PURPOSES. CONTRACTOR SHALL AS NECESSARY PROVIDE SHORING DESIGNED AND DETAILED BY A CALIFORNIA REGISTERED ENGINEER. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. CONTRACTOR TO COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF PLUMBING, MECHANICAL EQUIPMENT, DUCTS, PIPING, AND FITTING ARE ONLY APPROXIMATE. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO APPROVAL BY THE ARCHITECT. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL BE MADE AT NO ADDITIONAL COST. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL MECHANICAL OPENINGS THROUGH THE ROOF WITH MECHANICAL EQUIPMENT MANUFACTURERS. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BLOCKING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ROOM ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT AND FURNISHINGS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. CONSTRUCTION DOCUMENTATION AND COORDINATION THE FOLLOWING CODE-MINIMUM SOUND REQUIREMENTS APPLY TO GUEST ROOMS AND APARTMENTS, AND MAY EXCEED CODE- MINIMUM, BASED UPON OWNER'S AND HOTEL OPERATOR'S STANDARDS WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING UNITS OR GUEST ROOMS FROM EACH OTHER, FROM PUBLIC SPACE (SUCH AS INTERIOR CORRIDORS OR LOBBIES) AND FROM BACK-OF-HOUSE OR SERVICE AREAS, SHALL INCUDE AIRBORNE SOUND INSULATION FOR WALLS, AND BOTH AIRBORNE AND IMPACT SOUND INSULATION FOR FLOOR-CEILING ASSEMBLIES. ALL SUCH SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES AT GUEST ROOMS SHALL PROVIDE AN AIRBORNE SOUND INSULATION EQUAL TO THAT REQUIRED TO MEET A SOUND TRANSMISSION CLASS (STC) 55 (50 IF FIELD TESTED). ALL SUCH SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES AT DWELLING AREAS SHALL PROVIDE AN AIRBORNE SOUND INSULATION EQUAL TO THAT REQUIRED TO MEET A SOUND TRANSMISSION CLASS (STC) 60 (55 IF FIELD TESTED). ALL SEPARATING FLOOR-CEILING SHALL PROVIDE IMPACT SOUND INSULATION EQUAL TO THAT REQUIRED TO MEET AN IMPACT INSULATION CLASS (IIC) OF 60 (55 IF FIELD TESTED). (91.1207.1) ALL PENETRATIONS INTO SOUND RATED PARTITIONS ARE TO BE SEALED WITH AN APPROVED PERMANENT RESILIENT SEALANT. ALL RIGID CONDUITS, DUCTS, PLUMBING PIPES, APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS, OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS, OR A MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS. CARPETS OR SIMILAR SURFACE MATERIAL WHICH ARE PART OF THE FLOOR-CEILING ASSEMBLY MUST BE INSTALLED AND INSPECTED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED AND MAY BE REPLACED ONLY BY OTHER FLOOR COVERING THAT PROVIDES THE REQUIRED IMPACT SOUND INSULATION. (1207.8) METAL VENTILATING AND CONDITIONING AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED (EXCEPT DUCTS SERVING ONLY EXIT WAYS, OR KITCHEN COOKING FACILITIES AND BATHROOMS NEED NOT BE LINED). MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES WHENEVER A PLUMBING PIPING, OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY, OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY WITHIN A WALL THE INSULATION SHALL BE INSTALLED TO A POINT 12" BEYOND THE PIPE OR DUCT. THIS DOES NOT APPLY TO FIRE SPRINKLER PIPE, GAS LINE OR ELECTRICAL CONDUIT. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS SHALL BE SEPARATED HORIZONTALLY BY 24". BACK AND SIDES OF BOXES ARE TO BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED BY 2" MIN. THK. MINERAL FIBER INSULATION. (TV, PHONE, DATA AND OTHER BOXES MUST ALSO BE INSTALLED ACCORDINGLY.) ENTRANCE DOORS TO GUEST ROOMS AND RESIDENCES, FROM INTERIOR CORRIDORS, ARE REQUIRED TO HAVE A MINIMUM STC RATING OF 34. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. SOUND REQUIREMENTS ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL HAVE A MINUMUM FINISHED INTERIOR AREA OF NOT LESS THAT 1024 SQUARE INCHES, AND SHALL BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT 70" ABOVE THE SHOWER DRAIN OUTLET. THE CONSTRUCTION SHALL NOT RESTRICT A 5' CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10' OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. AN APPROVED SEISMIC GAS SHUT-OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN-STREAM SIDE OF UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. CONTRACTOR TO UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED. REFER TO SPECIFICATIONS AND DOOR DETAILS. EGRESS STAIR SHAFTS SHALL BE AIRTIGHT AND SEALED. MECHANICAL SUPPLY AND RETURN AIR SHAFTS SHALL BE AIRTIGHT AND SEALED. IF THE SPACE ABOVE THE SUSPENDED CEILING IS USED AS A RETURN AIR PLENUM, THEN ALL EQUIPMENT AND WIRING(COMMUNICATION, POWER ETC) SHALL BE LISTED FOR INSTALLATION IN A PLENUM. ALL FLEXIBLE AIRDUCTS, IF USED, SHALL MEET THE REQUIREMENTS OF NFPA 90A, 2-3-2 IN CONSTRUCTION AND INSTALLATION. 1. 2. 3. 4. 5. 6. 7. 8. MISC CODE REQUIREMENTS OCFA NOTES SAFEGUARDS DURING CONSTRUCTION 1. WORK SHALL NOT COMMENCE UNTIL PEDESTRIAN PROTECTION IS IN PLACE 2. DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES, PEDESTRIANS SHALL BE PROTECTED AS REQUIRED PER CBC CHAPTER 33, SECTION 3306 AND TABLE 3306.1 3. PEDESTRIAN WALKWAYS AND COVERED WALKWAYS SHOULD BE PROVIDED AS REQUIRED PER CBC CHAPTER 33, SECTIONS 3306.2 AND 3306.7 4. PEDESTRIAN TRAFFIC SHOULD BE PROTECTED BY A DIRECTIONAL BARRICADE AS REQUIRED PER CBC CHAPTER 33, SECTION 3306.3 5. CONSTRUCTION RAILINGS SHOULD BE PROVIDED AS REQUIRED PER CBC CHAPTER 33, SECTION 3306.4 6. BARRIERS SHOULD BE PROVIDED AS REQUIRED PER CBC CHAPTER 33, SECTIONS 3306.5 AND 3306.6 7. AT THE END OF THE WORK, ALL DEBRIS AND OBSTRUCTION ON THE PUBLIC PROPERTY WILL BE REMOVED, LEAVING IT IN AS GOOD CONDITION AS IT WAS BEFORE STARTING. TEMPORARY USE OF PUBLIC PROPERTY SHOULD BE ACCORDING CBC CHAPTER 33 SECTION 3308 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 12" = 1'-0" 9/ 2 3 / 2 0 2 4 1 1 : 4 0 : 3 3 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.011 GENERAL NOTES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 15 " T O 4 8 " 2' - 5 " 5" 48 " T O 6 0 " 6' - 0 " M I N CL CL CL 7 5 1 S 8 6 2 B MAIN ENTRY FLOOR DOOR CLOSED DOOR OPEN EMERGENCY STOP OCTAGON SYMBOL SHALL BE RAISED BUT THE "X" IS NOT EMERGENCY ALARM ELEVATOR LOBBY ELEVATOR CONTROL PANEL CENTER OPENING DOORS SIDE OPENING DOOR 80" MIN 54 " M I N 51 " M I N 68" MIN 51 " M I N 54 " M I N 42" MIN 36" MIN INTERNATIONAL "STAR OF LIFE" SYMBOL HALL LANTERN FLOOR LANDING NUMBERS ON BOTH SIDES OF JAMB HALL CALL BUTTONS EMERGENCY SIGN A B NOTE: THE AUTOMATIC OPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. NOTE: ELEVATOR CAR SHALL ACCOMMODATE A 24"X84" GURNEY OR STRETCHER 1-1/2" DIA. HANDRAIL, 1-1/2" FROM WALL (1 MIN, REAR WALL PREFERRED), 31-33" AFF (TYP) ANY DOOR LOCATION 60" MIN 60 " M I N 36" MIN ANY DOOR LOCATION 54" MIN 80 " M I N 36" MIN 5/8"MIN NUMERAL HEIGHT 3/4" MIN CONTROL BUTTON DIA PE R C B C SE C . 1 1 B - 7 0 3 . 4 . 1 2" . 60 " A . F . F . REQUIRED EXIT SIGNS Tactile exit signs shall be required at the following locations: 1. Each grade-level exterior exit door that is required to comply with Section 1011.1, shall be identified by a tactile exit sign with the word, “EXIT.” 2. Each exit door that is required to comply with Section 1011.1, and that leads directly to a grade-level exterior exit by means of a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate: 2.1. “EXIT STAIR DOWN” 2.2. “EXIT RAMP DOWN” 2.3. “EXIT STAIR UP” 2.4. “EXIT RAMP UP” 3. Each exit door that is required to comply with Section 1011.1, and that leads directly to a grade-level exterior exit by means of an exit enclosure or an exit passageway shall be identified by a tactile exit sign with the words, “EXIT ROUTE.” 4. Each exit access door from an interior room or area to a corridor or hallway that is required to comply with Section 1011.1, shall be identified by a tactile exit sign with the words “EXIT ROUTE.” 5. Each exit door through a horizontal exit that is required to comply with Section 1011.1, shall be identified by a sign with the words, “TO EXIT.” 6. Each door providing access to an area of refuge from an adjacent floor area shall be identified by a sign stating: "AREA OF REFUGE". 7. Each door providing access to an exterior area for assisted rescue shall be identified by a sign stating: "EXTERIOR AREA FOR ASSISTED RESCUE". Raised character and Braille exit signs shall comply with Chapter 11B, Sections 11B-703.1, 11B-703.2, 11B-703.3 and 11B-703.5. REQUIRED DIRECTIONAL SIGNAGE. Direction signage complying with Chapter 11B, Section 11B-703.5 indicating the location of the other means of egress and which are accessible means of egress shall be provided at the following: 1. At exits serving a required accessible space but not providing an approved accessible means of egress. 2. At elevator landings. 3. Within areas of refuge REQUIRED STAIR IDENTIFICATION SIGNS. A sign shall be provided at each floor landing in an interior exit stairway and ramp connecting more than three stories designating the floor level, the terminus of the top and bottom of the interior exit stairway and ramp and the identification of the stair or ramp. The signage shall also state the story of, and the direction to, the exit discharge and the availability of roof access from the interior exit stairway and ramp for the fire department. The sign shall be located 5 feet (1524 mm) above the floor landing in a position that is readily visible when the doors are in the open and closed positions. In addition to the stairway identification sign, raised characters and braille floor identification signs that comply with Chapter 11B. Sections 11B-703.1, 11B-703.2, 11B-703.3 and 11B-703.5 shall be located at the landing of each floor level, placed adjacent to the door on the latch side, in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall include a raised five pointed star located to the left of the identifying floor level. The outside diameter of the star shall be the same as the height of the raised characters. 1' - 6 " 1'-0" TO EXIT 5/8" 10" 4" 3/ 8 " - 1 / 2 " 1/4" RADIUS, TYP. 60 " M A X A . F . F . 48 " M I N A . F . F . 1. CONTRACTOR TO COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. . 2. CONTRACTOR TO OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. . 3. CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. . 4. FOR SUBSTITUTIONS REFER TO SPECIFICATIONS. . 5. CONTRACTOR TO COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. COORDINATE WORK WITH OTHER CONTRACTS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS, INCLUDING TRASH REMOVAL ACCESS . . 6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. . 7. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. . . 8. CONTRACTOR TO MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. . 9. CONTRACTOR TO PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. G.C. TO COORDINATE TRASH ACCESS. . 10. CONTRACTOR TO MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. . 11. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND CONDITIONS AT SITE PRIOR TO COMMENCING THE WORK, AND REPORT ANY DISCREPANCIES TO THE CONSTRUCTION MANAGER IN WRITING. . 12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES. . 13. FLOOR LEVELS INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY. PRIOR TO CONSTRUCTION GENERAL CONTRACTOR SHALL HIRE A THIRD PARTY LICENSED SURVEYOR TO FIELD VERIFY EXISTING GRADES AND FLOOR ELEVATIONS INDICATED ON DRAWING. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. . 14. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION. CONTRACTOR TO RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. . 15. CONTRACTOR TO UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED. . 16. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES. . 17. CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRICADES OR FENCING AS REQUIRED AND AS APPROVED BY THE CITY FOR PUBLIC SAFETY PRIOR TO COMMENCING THE WORK. . 18. CONTRACTOR TO COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. . 19. FIRE PROTECTION EQUIPMENT AND SERVICE ACCESS MUST BE PROVIDED DURING THE CONSTRUCTION PERIOD AS REQUIRED BY THE CITY. . 20. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A MEANS OF EGRESS DURING CONSTRUCTION. . 21. WHERE A TYPICAL CONDITION IS DETAILED, IT SHALL BE UNDERSTOOD THAT ALL LIKE OR SIMILAR CONDITIONS ARE THE SAME UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE. . 22. PUBLIC IMPROVEMENTS AND SERVICES ADJACENT TO THE SITE SHALL BE MAINTAINED DURING CONSTRUCTION. APPROVAL OF THE CITY ENGINEERING DEPARTMENT IS REQUIRED BEFORE ANY WORK IS COMMENCED. . 23. GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMBING,DRAINAGE, ELECTRICAL, TELEPHONE WORK AND EXISTING UTILITIES TO PROVIDE A COMPLETE OPERATING SYSTEM. . 24. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, OSHA DEPARTMENT, FOR WORK ON BUILDINGS OVER 36'-0" IN HEIGHT. . 25. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF PLUMBING, MECHANICAL EQUIPMENT, DUCTS, PIPING, AND FITTING ARE ONLY APPROXIMATE. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO APPROVAL BY THE ARCHITECT. . 26. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL BE MADE AT NO ADDITIONAL COST. . 27. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL MECHANICAL OPENINGS THROUGH THE ROOF WITH MECHANICAL EQUIPMENT MANUFACTURERS. . 28. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BLOCKING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ROOM ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT AND FURNISHINGS. . 29. MECHANICAL SUPPLY AND RETURN AIR SHAFTS SHALL BE AIRTIGHT AND SEALED. . 30. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, INCLUDING THESE GENERAL NOTES. THE CONTRACTOR SHALL COORDINATE THE INTENT OF THE GENERAL NOTES WITH ALL TRADES . 31. SPECIFICATIONS, BOUND SEPARATELY, ARE PART OF THE CONTRACT DOCUMENTS. . 32. THE ORGANIZATION OF THE DRAWINGS AND SPECIFICATIONS SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. . 33. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS. IF CONFLICT IS FOUND BETWEEN DRAWINGS, GENERAL NOTES AND SPECIFICATIONS, CONSULT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. . 34. NO DEVIATION FROM CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AND/OR ARCHITECT. . 35. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETW EEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. . 36. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, OSHA DEPARTMENT, FOR TRENCHES OR EXCAVATIONS GREATER THAN 5'-0" DEEP INTO WHICH A PERSON IS REQUIRED TO DESCEND FOR CONSTRUCTION PURPOSES. . 37. CONTRACTOR SHALL AS NECESSARY PROVIDE SHORING DESIGNED AND DETAILED BY A CALIFORNIA REGISTERED ENGINEER. . 38. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE SELF- CLOSING. . 39. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED. . 40. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. . 41. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. . 42. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. . 43. IF THE SPACE ABOVE THE SUSPENDED CEILING IS USED AS A RETURN AIR PLENUM, THEN ALL EQUIPMENT AND WIRING(COMMUNICATION, POWER ETC) SHALL BE LISTED FOR INSTALLATION IN A PLENUM. . 44. ALL FLEXIBLE AIRDUCTS, IF USED, SHALL MEET THE REQUIREMENTS OF NFPA 90A, 2-3-2 IN CONSTRUCTION AND INSTALLATION. . 45. PROVIDE ALL ACCESS PANELS REQUIRED FOR ALL JUNCTION BOXES, VALVES, CLEANOUTS, PLUGS, FILTERS, EQUIPMENT AND ALL OTHER ITEMS REQUIRING SERVICE AND MAINTENANCE 1. AUTOMATIC EXTERNAL DEFIBRILLATORS (AED’S) SHALL BE DESIGNED AND LOCATED UNDER THE TENANT IMPROVEMENT PERMIT. AED’S SHALL BE INSTALLED AND MEET THE REQUIREMENTS BELOW PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 2. AED'S ARE REQUIRED IN NEW BUILDINGS AND TENANT SPACES IN SHELL BUILDINGS WHEN THE OCCUPANT LOAD WITHIN THE BUILDINGS WHEN THE OCCUPANT LOAD WITHIN THE BUILDING OR THE OCCUPANT LOAD WITHIN AN OCCUPANCY OR TENANT SPACES EXCEEDS THE OCCUPANT LOADS IN TABLE 145-3910 OF THE MUNICIPAL CODE. (SECT. 145.3910 (A)) 3. AED'S SHALL BE CONSPICUOUSLY PLACED AND READILY ACCESSIBLE IN THE EVENT OF AN EMERGENCY. AED'S SHALL BE MOUNTED SUCH THAT THE TOP OF THE AED IS NO MORE THAN FIVE (5) FEET ABOVE FLOOR LEVEL. 4. WHEN REQUIRED TO BE LOCATED ON THE FLOOR LEVEL OF THE BUILDING PURSUANT TO SECTION 145.3910 AND TABLE 145-3910, ONE AED SHALL BE PLACED AT THE MAIN ENTRANCE OF EVERY FLOOR REQUIRED TO HAVE ONE OR MORE AED'S. (SEC. 145.3915 (B) 1) 5. WHEN NOT REQUIRED ON EVERY FLOOR OF A BUILDING PURSUANT TO SECTION 145.3910 AND TABLE 145-3910, AED'S SHALL BE LOCATED SUCH THAT THE LENGTH OF VERTICAL TRAVEL BETWEEN ANY TWO ON ANY TWO FLOORS WITH AN AED SHALL NOT EXCEED 450 FEET. (SEC. 145.3915 ( C ) 2) 6. THE BUILDING OWNER SHALL REGISTER AED(S), AT THE TIME IT IS ACQUIRED, WITH THE CITY OF Los Angeles FIRE-RESCUE DEPARTMENT AND SHALL IDENTIFY THE EXISTENCE OF AED, LOCATION, AND TYPE OF AED. 7. PRIOR TO FINAL OCCUPANCY THE BUILDING OWNER SHALL PROVIDE TO THE SATISFACTION OF THE FIRE-RESCUE DEPARTMENT WRITTEN VALIDATION AND PRESCRIPTION FOR USE OF THE AED (S) IS SECURED BY TRAINED INDIVIDUALS FROM A PRESCRIBING PHYSICIAN. 8. TRAINED EMPLOYEES SHALL BE MADE AVAILABLE WITHIN THE BUILDING TO RESPOND TO AN EMERGENCY DURING NORMAL OPERATING HOURS. THE BUILDING OWNER SHALL BE RESPONSIBLE SHALL REPORT TO THE FIRE-RESCUE DEPARTMENT TENANTS ANNUAL RECEIPT OF AN AMERICAN HEART ASSOCIATION OR AMERICAN RED CROSS APPROVED BROCHURE ON THE PROPER USE OF AN AED ALSO POSTED NEXT TO ALL AED'S, AND TENANT NOTIFICATION OF THE LOCATION OF ALL AED'S IN THE BUILDING. 1. STORM WATER POLLUTION CONTROL PREVENTION: COMPLY WITH LOCAL STORM WATER MANAGEMENT AND EROSION CONTROL ORDINANCES. Los Angeles MUNICIPAL CODE, CHAPTER 4, ARTICLE 3, DIVISION 3. 2. LIGHT POLLUTION REDUCTION: COMPLY WITH LOCAL LIGHT POLLUTION CONTROL ORDINANCE. Los Angeles MUNICIPAL CODE 142.0740. 3. PLUMBING FIXTURES SHALL MEET THE MAXIMUM FLOW RATE VALUES SHOWN IN CALIFORNIA GREEN BUILDING CODE TABLE 5.503.3. 4. WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK TYPE TOILETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE US EPA WATERSENSE SPECIFICATION. 5. URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. 6. SINGLE SHOWER HEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI. 7. WHERE THERE ARE MULTIPLE SHOWER HEADS SERVING ONE SHOWER AND CONTROLLED BY A SINGLE VALVE, THE COMBINED FLOW RATE OF ALL SHOWERHEADS SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI. 8. CONSTRUCTION WASTE MANAGEMENT SHALL COMPLY WITH LOCAL ORDINANCES. Los Angeles MUNICIPAL CODE, CHAPTER 6, ARTICLE 6. 9. PROVIDE READILY ACCESSIBLE RECYCLING AREAS FOR BUILDING OCCUPANTS PER LOCAL ORDINANCE. Los Angeles MUNICIPAL CODE, CHAPTER 6, ARTICLE 6 AND CHAPTER 14, ARTICLE 2, DIVISION 8. 10. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION: AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. 11. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS AS SHOWN IN CAL GREEN TABLES 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHOLORFORM, ETHYLENE DICHLORIDE, METHYLLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE). 12. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. 13. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL COATINS SUGGESTED CONTROL MEASURE, AS SHOWN IN CAL GREEN TABLE 5.504.4.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATING THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE5.504.4.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36 AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCE BOARD SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 5.504.4.3, SHALL APPLY. 14. AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC IN SECTION 94522(a)(3) AND OTHER REQUIRMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(c)(2) AND (d)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520. 15. ALL CARPET INSTALLED IN BUILDING INTERIORS SHALL MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS: a) CARPET AND RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM. b) COMPLIANT WITH THE VOC EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FOR INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS, VERSION 1.1., FEBRUARY 2010. c) NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER. d) SCIENTIFIC CERTIFICATIONS SYSTEM SUSTAINABLE CHOICE. e) COMPLIANT WITH THE CALIFORNIA COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CA- CHPS) CRITERIA INTERPRETATION FOR EQ 2.2 DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE. 16. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTES’S GREEN LABEL PROGRAM. 17. HARDWOOD PLYWOOD, PARTICLE BOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN THE ARB’S AIR TOXICS CONTROL MEASURE (ACTM) FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.) THOSE MATERIALS NOT EXEMPTED UNDER THE ACTM MUST MEET THE SPECIFIED EMISSION LIMITS, AS SHOWN IN CAL GREEN TABLE 5.504.4.5. 18. RESILIENT FLOORING SYSTEMS: FOR 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALLED RESILIENT FLOORING SHALL MEET ONE OF THE FOLLOWING: a) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM. b) COMPLIANT WITH THE VOC EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH’S 2010 STANDARD METHOD FOR THE TESTING AND EVALUATION CHAMBERS, VERSION 1.1., FEBRUARY 2010. c) COMPLIANT WITH THE CALIFORNIA COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 2.2 DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE. d) COMPLIANT WITH CDPH CRITERIA AS CERTIFIED UNDER THE GREENGUARD CHILDREN’S AND SCHOOLS PROGRAM. 19. ACOUSTICAL CONTROL: EMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH SOUND TRANSMISSION CLASS (STC) VALUES DETERMINED IN ACCORDANCE WITH ASTM E 90 AND ASTM E 413 OR OUTDOOR-INDOOR SOUND TRANSMISSION CLASS (OITC) DETERMINED IN ACCORDANCE WITH ASTM E 1332, USING EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD IN CAL GREEN SECTION 5.507.4.1 OR 5.507.4.2. 20. INTERIOR SOUND TRANSMISSION: WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES AND PUBLIC SPACES SHALL HAVE AN STC OF AT LEAST 40. 21. NEW INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION SYSTEMS SHALL NOT CONTAIN CHOLORFLUOROCARBONS (CFCs) OR HALONS. 22. IN THE CITY OF Los Angeles, A LETTER FROM THE CONTRACTOR AND/OR THE BUILDING OWNER CERTIFYING WHAT MATERIALS IN NOTE #11 AND PAINTS IN NOTE #13 HAVE BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR. 23. PROVIDE 208/240 V 40 AMP, GROUNDED AC OUTLET(S) IN THE PARKING AREA. THE NUMBER OF OUTLETS SHOULD TOTAL 5% OF THE TOTAL PROVIDED PARKING STALLS. 24. PROVIDE METAL CONDUIT (1" MINIMUM) TERMINATION FOR FUTURE SOLAR USE. THE TERMINATION POINT SHALL BE LOCATED IN AN AREA DESIGNATED FOR FUTURE INSTALLATION OF ELECTRICAL SOLAR PANELS. 25. THE CONDUIT FOR THE FUTURE ELECTRICAL SOLAR SYSTEM SHALL BE LABELED AS PER THE LOS ANGELES FIRE DEPARTMENT REQUIREMENTS. 26. AFTER FUNCTIONAL PERFORMANCE TESTS ARE CONCLUDED, FOR GRN 24 SHALL BE COMPLETED AND READILY AVAILABLE TO THE FIELD INSPECTOR PRIOR TO FINAL APPROVAL. 27. ALL OPERATIONAL ASPECTS OF THE BUILDING SHALL BE DOCUMENTED WITHIN A SYSTEMS MANUAL. THIS SYSTEMS MANUAL SHALL BE DELIVERED TO THE OWNER OR REPRESENTATIVE. 28. THE TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR EACH EQUIPMENT TYPE AND/OR SYSTEM SHALL BE DOCUMENTED IN THE COMMISSIONING REPORT. 29. FORM GRN 25 SHALL BE COMPLETED AND READILY AVAILABLE TO THE FIELD INSPECTOR PRIOR TO FINAL APPROVAL. 30. A COMPLETE COMMISSIONING REPORT AND FORM GRN 26 (COMPLETED) SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND WILL BE READILY AVAILABLE TO THE FIELD INSPECTOR PRIOR TO THE FINAL APPROVAL. 31. PROJECT WILL BE PROVIDED WITH OUTSIDE AIR VIA SUPPLY FANS WITH MERV-13 FILTERS. 1. ANY FENESTRATION PRODUCT OR EXTERIOR DOOR, OTHER THAN FIELD-FABRICATED PRODUCTS, SHALL BE CERTIFIED AND LABELLED TO MEET THE FOLLOWING REQUIREMENTS PER E.E.S. SEC 116: AIR LEAKAGE: <0.3 CFM/SF 'U' FACTOR: NFRC 100 OR PER TABLE 116-B (E.E.S.) SHGC: NFRC 200 OR PER TABLE 116-B (E.E.S.) 2. FIELD FABRICATED FENESTRATION AND EXTERIOR DOORS SHALL COMPLY WITH U-FACTORS FROM TABLE 116-A (E.E.S.) AND SHGC VALUES FROM TABLE 116-B (E.E.S.) & SHALL BE CAULKED BETWEEN THE PRODUCT AND THE BUILDING AND SHALL BE WEATHERSTRIPPED (EXCEPT UNFRAMED GLASS DOORS AND FIRE DOORS). 3. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION (SEC 117 E.E.S.) 4. INSULATION PRODUCTS SHALL MEET THE CERTIFICATION REQUIREMENTS OF E.E.S. SEC 118 AND THE FLAME SPREAD RATING OF THE CBC. WHERE ROOF IS INSULATED, FIXED VENTS OR OPENINGS TO THE OUTDOORS OR TO UNCONDITIONED SPACES SHALL NOT BE INSTALLED. THE OPAQUE PORTIONS OF FRAMED DEMISING WALLS SHALL BE INSULATED WITH NO LESS THAN R13 INSULATION BETWEEN FRAMING MEMBERS. 5. ROOFING PRODUCTS SHALL MEET THE SOLAR RELFECTANCE AND TERMAL EMITTANCE REQUIREMENTS OF E.E.S. SEC 118. 60 " A . F . F . MAXIMUM OCCUPANCY 51 5/8" 10" 5 5 / 8 " 1/2" 3/8" - 1/4" RADIUS, TYP.48 " M I N A . F . F . TYP. 1" MIN. NOTE: LETTERS & NUMBERS TO CONTRAST WITH BACKGROUND 3/16" THK. ACRYLIC FLUSH MOUNTED TO WALL LOCATION: AT ROOMS OR SPACES WITH AN ASSEMBLY OCCUPANT LOAD OF 50 OR GREATER. SEE FIRE LIFE SAFETY DRAWINGS (R1.LS SERIES SHEETS) FOR OCCUPANT LOAD NUMBER DESIGNATION. 3 I N . M I N FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL A pictorial symbol of a standardized design designating which elevators are fire service access elevators shall be installed on each side of the hoistway door frame on the portion of the frame at right angles to the fire service access elevator lobby. The fire service access elevator symbol shall be designed as shown in Figure 3007.7.5 and shall comply with the following: 1. The fire service access elevator symbol shall be not less than 3 inches (76 mm) in height. 2. The vertical center line of the fire service access elevator symbol shall be centered on the hoistway door frame. Each symbol shall be not less than 78 inches (1981 mm), and not more than 84 inches (2134 mm) above the finished floor at the threshold. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 11/18/2024 3:31:03 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.G0.012 GENERAL NOTES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 1. EXCEPT AS OTHERWISE PROVIDED FOR IN THIS CODE, THE DESIGN, CONSTRUCTION, INSTALLATION, ALTERATION, REPAIR AND MAINTENANCE OF ELEVATORS AND CONVEYING SYSTEMS AND THEIR COMPONENTS SHALL CONFOR TO CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS, ASME A90.1, ASME B20.1, AL I AL CTV, AND ASCE 24 FOR CONSTRUCTION IN FLOOD HAZARD AREAS ESTABLISHED IN SECTION 1612.3. 2. ELEVATORS SHALL COMPLY WITH CBC SECTION 11B-407 AND WITH ASME A17.1. THEY SHALL BE PASSENGER ELEVATORS AS CLASSIFIED BY ASME A17.1. ELEVATOR OPERATION SHALL BE AUTOMATIC. 3. WHEN THE ONLY ELEVATORS PROVIDED FOR USE BY THE PUBLIC AND EMPLOYEES ARE COMBINATION PASSENGER AND FREIGHT ELEVATORS, THEY SHALL COMPLY WITH CBC SECTION 11B-407 AND WITH ASME A17.1. 4. ELEVATOR LANDING REQUIREMENTS. ELEVATOR LANDINGS SHALL COMPLY WITH CBC SECTION 11B-407.2. a. HEIGHT: CALL BUTTONS AND KEYPADS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308, MEASURED TO THE CENTERLINE OF THE HIGHEST OPERABLE PART. b. SIZE AND SHAPE. CALL BUTTONS SHALL HAVE SQUARE SHOULDERS, BE ¾ INCH (19.1 MM) MINIMUM IN THE SMALLEST DIMENSION AND SHALL BE RAISED ⅛ INCH (3.2 MM) PLUS OR MINUS 1/32 INCH (0.8 MM) ABOVE THE SURROUNDING SURFACE. THE BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. c. CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305 SHALL BE PROVIDED AT CALL CONTROLS. d. LOCATION. THE CALL BUTTON THAT DESIGNATES THE UP DIRECTION SHALL BE LOCATED ABOVE THE CALL BUTTON THAT DESIGNATES THE DOWN DIRECTION. DESTINATION-ORIENTED ELEVATORS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B407.2.1.4. e. SIGNALS. CALL BUTTONS SHALL HAVE VISIBLE SIGNALS THAT WILL ACTIVATE WHEN EACH CALL IS REGISTERED AND WILL EXTINGUISH WHEN EACH CALL IS ANSWERED. CALL BUTTONS SHALL BE INTERNALLY ILLUMINATED WITH A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON. DESTINATION-ORIENTED ELEVATORS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B407.2.1.5 PROVIDED THAT VISIBLE AND AUDIBLE SIGNALS COMPLYING WITH SECTION 11B407.2.2, INDICATING WHICH ELEVATOR CAR TO ENTER, ARE PROVIDED. f. KEYPADS. WHERE KEYPADS ARE PROVIDED, KEYPADS SHALL BE IN A STANDARD TELEPHONE KEYPAD ARRANGEMENT AND SHALL COMPLY WITH SECTION 11B-407.4.7.2. g. HALL SIGNALS, INCLUDING IN-CAR SIGNALS, SHALL COMPLY WITH SECTION 11B407.2.2. h. VISIBLE AND AUDIBLE SIGNALS. A VISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING A CALL AND THE CAR’S DIRECTION OF TRAVEL. WHERE IN-CAR SIGNALS ARE PROVIDED, THEY SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HALL CALL BUTTONS. VISIBLE AND AUDIBLE SIGNALS SHALL NOT BE REQUIRED AT EACH DESTINATION-ORIENTED ELEVATOR. i. WHERE A VISIBLE AND AUDIBLE SIGNAL COMPLYING WITH SECTION 11B-407.2.2 IS PROVIDED INDICATING THE ELEVATOR CAR DESIGNATION INFORMATION. j. VISIBLE SIGNALS. VISIBLE SIGNAL FIXTURES SHALL BE CENTERED AT 72 INCHES (1829 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. THE VISIBLE SIGNAL ELEMENTS SHALL BE A MINIMUM 2½ INCHES (64 MM) HIGH BY 2½ INCHES (64 MM) WIDE. SIGNALS SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HALL CALL BUTTON. DESTINATION-ORIENTED ELEVATORS SHALL BE PERMITTED TO HAVE SIGNALS VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HOISTWAY ENTRANCE. k. AUDIBLE SIGNALS. AUDIBLE SIGNALS SHALL SOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION, OR SHALL HAVE VERBAL ANNUNCIATORS THAT INDICATE THE DIRECTION OF ELEVATOR CAR TRAVEL. AUDIBLE SIGNALS SHALL HAVE A FREQUENCY OF 1500 HZ MAXIMUM. VERBAL ANNUNCIATORS SHALL HAVE A FREQUENCY OF 300 HZ MINIMUM AND 3000 HZ MAXIMUM. THE AUDIBLE SIGNAL AND VERBAL ANNUNCIATOR SHALL BE 10 DB MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED 80 DB, MEASURED AT THE HALL CALL BUTTON. l. HOISTWAY SIGNS. SIGNS AT ELEVATOR HOISTWAYS SHALL COMPLY WITH SECTION 11B-407.2.3. FLOOR DESIGNATION. FLOOR DESIGNATIONS COMPLYING WITH SECTIONS 11B-703.2 AND 11B-703.4.1 SHALL BE PROVIDED ON BOTH JAMBS OF ELEVATOR HOISTWAY ENTRANCES. FLOOR DESIGNATIONS SHALL BE PROVIDED IN BOTH RAISED CHARACTERS AND BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES (51 MM) HIGH. A RAISED STAR, PLACED TO THE LEFT OF THE FLOOR DESIGNATION, SHALL BE PROVIDED ON BOTH JAMBS AT THE MAIN ENTRY LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE 2 INCHES (51 MM) AND ALL POINTS SHALL BE OF EQUAL LENGTH. RAISED CHARACTERS, INCLUDING THE STAR, SHALL BE WHITE ON A BLACK BACKGROUND. BRAILLE COMPLYING WITH SECTION 11B-703.3 SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE BRAILLE TRANSLATION FOR THE STAR SHALL BE “MAIN”. APPLIED PLATES ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO THE JAMB. m. CAR DESIGNATIONS. DESTINATION-ORIENTED ELEVATORS SHALL PROVIDE TACTILE CAR IDENTIFICATION COMPLYING WITH SECTIONS 11B-703.2 AND 11B-703.4.1 ON BOTH JAMBS OF THE HOISTWAY IMMEDIATELY BELOW THE FLOOR DESIGNATION. CAR DESIGNATIONS SHALL BE PROVIDED IN BOTH RAISED CHARACTERS AND BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES (51 MM) HIGH. RAISED CHARACTERS SHALL BE WHITE ON A BLACK BACKGROUND. BRAILLE COMPLYING WITH SECTION 11B-703.3 SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS. APPLIED PLATES ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO THE JAMB. 5. ELEVATOR DOOR REQUIREMENTS. HOISTWAY AND CAR DOORS SHALL COMPLY WITH SECTION 11B-407.3. a. TYPE. ELEVATOR DOORS SHALL BE THE HORIZONTAL SLIDING TYPE. CAR GATES SHALL BE PROHIBITED. b. OPERATION. ELEVATOR HOISTWAY AND CAR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY. EXISTING MANUALLY OPERATED HOISTWAY SWING DOORS SHALL BE PERMITTED PROVIDED THAT THEY COMPLY WITH SECTIONS 11B-404.2.3 AND 11B-404.2.9. CAR DOOR CLOSING SHALL NOT BE INITIATED UNTIL THE HOISTWAY DOOR IS CLOSED. c. REOPENING DEVICE. ELEVATOR DOORS SHALL BE PROVIDED WITH A REOPENING DEVICE COMPLYING WITH SECTION 11B-407.3.3 THAT SHALL STOP AND REOPEN A CAR DOOR AND HOISTWAY DOOR AUTOMATICALLY IF THE DOOR BECOMES OBSTRUCTED BY AN OBJECT OR PERSON. EXISTING ELEVATORS WITH MANUALLY OPERATED DOORS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-407.3.3. d. HEIGHT. THE DEVICE SHALL BE ACTIVATED BY SENSING AN OBSTRUCTION PASSING THROUGH THE OPENING AT 5 INCHES (127 MM) NOMINAL AND 29 INCHES (737 MM) NOMINAL ABOVE THE FINISH FLOOR. e. CONTACT. THE DEVICE SHALL NOT REQUIRE PHYSICAL CONTACT TO BE ACTIVATED, ALTHOUGH CONTACT IS PERMITTED TO OCCUR BEFORE THE DOOR REVERSES. f. DURATION. DOOR REOPENING DEVICES SHALL REMAIN EFFECTIVE FOR 20 SECONDS MINIMUM. g. DOOR AND SIGNAL TIMING. THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL OR NOTIFICATION OF THE CAR ASSIGNED AT THE MEANS FOR THE ENTRY OF DESTINATION INFORMATION UNTIL THE DOORS OF THAT CAR START TO CLOSE SHALL BE CALCULATED FROM THE FOLLOWING EQUATION: T = D/(1.5 FT/S) OR T = D/(455 MM/S) = 5 SECONDS MINIMUM WHERE T EQUALS THE TOTAL TIME IN SECONDS AND D EQUALS THE DISTANCE (IN FEET OR MILLIMETERS) FROM THE POINT IN THE LOBBY OR CORRIDOR 60 INCHES (1524 MM) DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THAT CAR TO THE CENTERLINE OF ITS HOISTWAY DOOR. FOR CARS WITH IN-CAR LANTERNS, T SHALL BE PERMITTED TO BEGIN WHEN THE SIGNAL IS VISIBLE FROM THE POINT 60 INCHES (1524 MM) DIRECTLY IN FRONT OF THE FARTHEST HALL CALL BUTTON AND THE AUDIBLE SIGNAL IS SOUNDED. DESTINATION-ORIENTED ELEVATORS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-407.3.4. h. DOOR DELAY. ELEVATOR DOORS SHALL REMAIN FULLY OPEN IN RESPONSE TO A CAR CALL FOR 5 SECONDS MINIMUM. i. WIDTH. THE WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 11B-407.4.1. IN EXISTING ELEVATORS, A POWER-OPERATED CAR DOOR COMPLYING WITH SECTION 11B-404.2.3 SHALL BE PERMITTED. 6. ELEVATOR CAR REQUIREMENTS. ELEVATOR CARS SHALL COMPLY WITH SECTION 11B-407.4. a. CAR DIMENSIONS. INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 11B-407.4.1. IN EXISTING BUILDINGS, WHERE EXISTING SHAFT CONFIGURATION OR TECHNICAL INFEASIBILITY PROHIBITS STRICT COMPLIANCE WITH SECTION 11B-407.4.1, EXISTING ELEVATOR CAR CONFIGURATIONS THAT PROVIDE A CLEAR FLOOR AREA OF 18 SQUARE FEET (1.67 M2) MINIMUM AND ALSO PROVIDE AN INSIDE CLEAR DEPTH 54 INCHES (1372 MM) MINIMUM AND A CLEAR WIDTH 48 INCHES (1219 MM) MINIMUM SHALL BE PERMITTED. (INSERT TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS) b. FLOOR SURFACES. FLOOR SURFACES IN ELEVATOR CARS SHALL COMPLY WITH SECTIONS 11B-302 AND 11B-303. c. PLATFORM TO HOISTWAY CLEARANCE. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF ANY HOISTWAY LANDING SHALL BE 1¼ INCH (32 MM) MAXIMUM. d. LEVELING. EACH CAR SHALL BE EQUIPPED WITH A SELF-LEVELING FEATURE THAT WILL AUTOMATICALLY BRING AND MAINTAIN THE CAR AT FLOOR LANDINGS WITHIN A TOLERANCE OF ½ INCH (12.7 MM) UNDER RATED LOADING TO ZERO LOADING CONDITIONS. e. ILLUMINATION. THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM, CAR THRESHOLD AND CAR LANDING SILL SHALL BE 5 FOOT CANDLES (54 LUX) MINIMUM. STAIR/EXIT/EGRESS SIGNAGEELEVATOR NOTES / DETAILS GENERAL NOTESCALGREEN NOTES ENERGY EFFICIENCY STDS DEFIBRILLATORS (AED'S)STORMWATER REQT'S f. ELEVATOR CAR CONTROLS. WHERE PROVIDED, ELEVATOR CAR CONTROLS SHALL COMPLY WITH SECTIONS 11B-407.4.6 AND 11B-309.4. IN EXISTING ELEVATORS, WHERE A NEW CAR OPERATING PANEL COMPLYING WITH SECTION 11B407.4.6IS PROVIDED, EXISTING CAR OPERATING PANELS MAY REMAIN OPERATIONAL AND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-407.4.6. g. LOCATION. CONTROLS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308. h. WHERE THE ELEVATOR PANEL SERVES MORE THAN 16 OPENINGS AND A PARALLEL APPROACH IS PROVIDED, BUTTONS WITH FLOOR DESIGNATIONS SHALL BE PERMITTED TO BE 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR. i. IN EXISTING ELEVATORS, CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL BE PERMITTED TO BE LOCATED 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR WHERE A PARALLEL APPROACH IS PROVIDED. j. BUTTONS. CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL COMPLY WITH SECTION 11B407.4.6.2. i. SIZE AND SHAPE. BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH (19.1 MM) MINIMUM IN THEIR SMALLEST DIMENSION AND BE RAISED 1/8 INCH (3.2 MM) PLUS OR MINUS 1/32 INCH (0.8 MM) ABOVE THE SURROUNDING SURFACE. ii. ARRANGEMENT. BUTTONS SHALL BE ARRANGED WITH NUMBERS IN ASCENDING ORDER. WHEN TWO OR MORE COLUMNS OF BUTTONS ARE PROVIDED THEY SHALL READ FROM LEFT TO RIGHT. iii. ILLUMINATION. CAR CONTROL BUTTONS SHALL BE ILLUMINATED. iv. OPERATION. CAR CONTROL BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. k. KEYPADS. CAR CONTROL KEYPADS SHALL BE IN A STANDARD TELEPHONE KEYPAD ARRANGEMENT AND SHALL COMPLY WITH SECTION 11B-407.4.7.2. l. EMERGENCY CONTROLS. EMERGENCY CONTROLS SHALL COMPLY WITH SECTION 11B407.4.6.4. i. HEIGHT. EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES 35 INCHES (889 MM) MINIMUM ABOVE THE FINISH FLOOR. ii. LOCATION. EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM, SHALL BE GROUPED AT THE BOTTOM OF THE PANEL. 7. DESIGNATIONS AND INDICATORS OF CAR CONTROLS. DESIGNATIONS AND INDICATORS OF CAR CONTROLS SHALL COMPLY WITH SECTION 11B-407.4.7. IN EXISTING ELEVATORS, WHERE A NEW CAR OPERATING PANEL COMPLYING WITH SECTION 11B407.4.7 IS PROVIDED, EXISTING CAR OPERATING PANELS MAY REMAIN OPERATIONAL AND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-407.4.7. a. BUTTONS. CAR CONTROL BUTTONS SHALL COMPLY WITH SECTION 11B-407.4.7.1. i. TYPE. CONTROL BUTTONS SHALL BE IDENTIFIED BY RAISED CHARACTERS OR SYMBOLS, WHITE ON A BLACK BACKGROUND, COMPLYING WITH SECTION 11B-703.2 AND BRAILLE COMPLYING WITH SECTION 11B-703.3. ii. LOCATION. RAISED CHARACTERS OR SYMBOLS AND BRAILLE DESIGNATIONS SHALL BE PLACED IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON TO WHICH THE DESIGNATIONS APPLY. iii. SYMBOLS. THE CONTROL BUTTON FOR THE EMERGENCY STOP, ALARM, DOOR OPEN, DOOR CLOSE, MAIN ENTRY FLOOR, AND PHONE, SHALL BE IDENTIFIED WITH RAISED SYMBOLS AND BRAILLE AS SHOWN IN TABLE 11B-407.4.7.1.3. iv. VISIBLE INDICATORS. BUTTONS WITH FLOOR DESIGNATIONS SHALL BE PROVIDED WITH VISIBLE INDICATORS TO SHOW THAT A CALL HAS BEEN REGISTERED. THE VISIBLE INDICATION SHALL EXTINGUISH WHEN THE CAR ARRIVES AT THE DESIGNATED FLOOR. v. BUTTON SPACING. A MINIMUM CLEAR SPACE OF 3/8 INCH (9.5 MM) OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. b. KEYPADS. KEYPADS SHALL BE IDENTIFIED BY CHARACTERS COMPLYING WITH SECTION 11B703.5AND SHALL BE CENTERED ON THE CORRESPONDING KEYPAD BUTTON. THE NUMBER FIVE KEY SHALL HAVE A SINGLE RAISED DOT. THE DOT SHALL BE 0.118 INCH (3 MM) TO 0.120 INCH (3.05 MM) BASE DIAMETER AND IN OTHER ASPECTS COMPLY WITH TABLE 11B-703.3.1. c. CAR POSITION INDICATORS. AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED IN ELEVATOR CARS. i. VISIBLE INDICATORS. VISIBLE INDICATORS SHALL COMPLY WITH SECTION 11B-407.4.8.1. ii. SIZE. CHARACTERS SHALL BE ½ INCH (12.7 MM) HIGH MINIMUM. iii. LOCATION. INDICATORS SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR. iv. FLOOR ARRIVAL. AS THE CAR PASSES A FLOOR AND WHEN A CAR STOPS AT A FLOOR SERVED BY THE ELEVATOR, THE CORRESPONDING CHARACTER SHALL ILLUMINATE. DESTINATION-ORIENTED ELEVATORS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-407.4.8.1.3 PROVIDED THAT THE VISIBLE INDICATORS EXTINGUISH WHEN THE CALL HAS BEEN ANSWERED. v. DESTINATION INDICATOR. IN DESTINATION-ORIENTED ELEVATORS, A DISPLAY SHALL BE PROVIDED IN THE CAR WITH VISIBLE INDICATORS TO SHOW CAR DESTINATIONS. d. AUDIBLE INDICATORS. AUDIBLE INDICATORS SHALL COMPLY WITH SECTION 11B-407.4.8.2. i. SIGNAL TYPE. THE SIGNAL SHALL BE AN AUTOMATIC VERBAL ANNUNCIATOR WHICH ANNOUNCES THE FLOOR AT WHICH THE CAR IS ABOUT TO STOP. FOR ELEVATORS OTHER THAN DESTINATION-ORIENTED ELEVATORS THAT HAVE A RATED SPEED OF 200 FEET PER MINUTE (1 M/S) OR LESS, A NON-VERBAL AUDIBLE SIGNAL WITH A FREQUENCY OF 1500 HZ MAXIMUM WHICH SOUNDS AS THE CAR PASSES OR IS ABOUT TO STOP AT A FLOOR SERVED BY THE ELEVATOR SHALL BE PERMITTED. ii. SIGNAL LEVEL. THE VERBAL ANNUNCIATOR SHALL BE 10 DB MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED 80 DB, MEASURED AT THE ANNUNCIATOR. iii. FREQUENCY. THE VERBAL ANNUNCIATOR SHALL HAVE A FREQUENCY OF 300 HZ MINIMUM TO 3000 HZ MAXIMUM. 8. EMERGENCY COMMUNICATION. EMERGENCY TWO-WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH SECTION 11B-308. RAISED SYMBOLS OR CHARACTERS, WHITE ON A BLACK BACKGROUND, AND BRAILLE SHALL BE PROVIDED ADJACENT TO THE DEVICE AND SHALL COMPLY WITH SECTIONS 11B-703.2 AND 11B-703.3. EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASME A17.1. 9. SUPPORT RAIL. SUPPORT RAILS SHALL BE PROVIDED ON AT LEAST ONE WALL OF THE CAR. a. LOCATION. CLEARANCE BETWEEN SUPPORT RAILS AND ADJACENT SURFACES SHALL BE 1½ INCHES (38 MM) MINIMUM. TOP OF SUPPORT RAILS SHALL BE 31 INCHES (787 MM) MINIMUM TO 33 INCHES (838 MM) MAXIMUM ABOVE THE FLOOR OF THE CAR. THE ENDS OF THE SUPPORT RAIL SHALL BE 6 INCHES (152 MM) MAXIMUM FROM ADJACENT WALLS. b. SURFACES. SUPPORT RAILS SHALL BE SMOOTH AND ANY SURFACE ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. c. STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112 N) IS APPLIED AT ANY POINT ON THE SUPPORT RAIL, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. 10. EMERGENCY SIGNS: AN APPROVED PICTORIAL SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT TO EACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: “IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE EXIT STAIRS”. THE EMERGENCY SIGN SHALL NOT BE REQUIRED FOR ELEVATORS THAT ARE PART OF AN ACCESSIBLE MEANS OF EGRESS COMPLYING WITH CBC SECTION 1007.4. THE EMERGENCY SIGN SHALL NOT BE REQUIRED FOR ELEVATORS THAT ARE USED FOR OCCUPANT SELF-EVACUATION IN ACCORDANCE WITH CBC SECTION 3006. 11. FIRE FIGHTER’S EMERGENCY OPERATION. ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL OPERATION AND PHASE II EMERCENCY IN-CAR OPERATION IN ACCORDANCE WITH CALIFORNIA COED OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS. a. FLOOR NUMBERS. ELEVATOR HOISTWAYS SHALL HAVE A FLOOR NUMBER NOT LESS THAN 4 INCHES IN EHIGHT, PLACED ON THE WALLS AND/OR DOORS OF THE HOISTWAY AT INTERVALS SUCH THAT A PERSON IN A STALLED ELEVATOR, UPON OPENING THE CAR DOOR, CAN DETERMINE THE FLOOR POSITION. b. FIRE SIGNS. ALL AUTOMATIC ELEVATORS SHALL HAVE NOT LESS THAN ONE SIGN AT EACH LANDING PRINTED ON A CONTRASTING BACKGROUND IN LETTERS NOT LESS THAN ½ INCH HIGH TO READ: “IN CASE OF FIRE USE STAIRWAY FOR EXIT. DO NOT USE ELEVATOR”. c. CALL AND CAR OPERATION BUTTONS. AUTOMATIC PASSENGER ELEVATORS SHALL HAVE CALL AND OPERATION BUTTONS WITHIN 60 INCHES OF THE FLOOR. EMERGENCY TELEPHONES SHALL ALSO BE WITHIN 60 INCHES OF THE FLOOR. 12. STANDARDIZED FIRE SERVICE ELEVATOR KEYS. ALL ELEVATORS SHALL BE EQUIPPED TO OPERATE WITH A STANDARDIZED FIRE SERVICE KEY IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE. 1. PERIMETER PROTECTION BMPS MUST BE INSTALLED AND MAINTAINED TO COMPLY WITH CONSTRUCTION STORM WATER BMP PERFORMANCE STANDARDS. 2. SEDIMENT CONTROL BMPS MUST BE INSTALLED AND MAINTAINED TO COMPLY WITH CONSTRUCTION STORM WATER BMP PERFORMANCE STANDARDS. 3. BMPS TO CONTROL SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED AT ENTRANCES/EXITS TO COMPLY WITH CONSTRUCTION STORM WATER BMP PERFORMANCE STANDARDS. 4. MATERIALS NEEDED TO INSTALL STANDBY BMPS NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE. AREAS ALREADY PROTECTED FROM EROSION THROUGH IMPLEMENTATION OF PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS (AS DESCRIBED BELOW) ARE NOT CONSIDERED TO BE “EXPOSED”FOR PURPOSES OF THIS REQUIREMENT. 5. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPS MUST COMMENCE AS SOON AS GRADING AND/OR EXCAVATION IS COMPLETED FOR ANY PORTION OF THE SITE. THE PROJECT PROPONENT MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF GRADED AREAS THAT HAVE BEEN COMPLETED. 6. PROTECT AND STABILIZE ALL SLOPES DURING RAIN EVENTS. 7. A WASHOUT AREA SHALL BE DESIGNATED AND MAINTAINED FOR MATERIALS SUCH AS CONCRETE, STUCCO, PAINT, CAULKING, SEALANTS, DRYWALL PLASTER, ETC. 8. PROPERLY PROTECTED DESIGNATED STORAGE AREAS ARE REQUIRED FOR MATERIALS AND WASTES. 9. TRASH AND DEBRIS SHALL BE REMOVED AND PROPERLY STORED OR DISPOSED OF DAILY. 10. STORAGE, SERVICE, CLEANING AND MAINTENANCE AREAS FOR VEHICLES AND EQUIPMENT SHALL BE IDENTIFIED AND PROTECTED ACCORDINGLY. 11. MATERIALS FOR SPILL CONTROL/CONTAINMENT MUST BE STOCKPILED ONSITE. 12. NON-STORM WATER DISCHARGES MUST BE ELIMINATED OR CONTROLLED TO THE MAXIMUM EXTENT PRACTICABLE. MAX OCCUPANT LOAD SIGNAGE EMERGENCY COMMUNICATIONS EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR THE DEAF, HARD OF HEARING AND SPEECH IMPAIRED. CBC 3001.2 AN EMERGENCY TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED THAT: 1. IS A VISUAL AND TEXT-BASED AND A VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEM. 2. IS FULLY ACCESSIBLE BY THE DEAF, HARD OF HEARING AND SPEECH IMPAIRED, AND SHALL INCLUDE VOICE-ONLY OPTIONS FOR HEARING INDIVIDUALS. 3. HAS THE ABILITY TO COMMUNICATE WITH EMERGENCY PERSONNEL UTILIZING EXISTING VIDEO CONFERENCING TECHNOLOGY, CHAT/TEXT SOFTWARE OR OTHER APPROVED TECHNOLOGY. STAIRWAY COMMUNICATION SYSTEM. CBC 403.5.3.1 1. A TELEPHONE OR OTHER TWO-WAY COMMUNICATIONS SYSTEM CONNECTED TO AN APPROVED CONSTANTLY ATTENDED STATION SHALL BE PROVIDED AT NOT LESS THAN EVERY FIFTH FLOOR IN EACH STAIRWAY WHERE THE DOORS TO THE STAIRWAY ARE LOCKED. LUMINOUS EGRESS PATH MARKINGS. Approved luminous egress path markings delineating the exit path shall be provided with exception of the level of exit discharge in lobbies that serve as part of the exit path in accordance with Section 1028.1, Exception 1. MARKINGS WITHIN EXIT COMPONENTS. Egress path markings shall be provided in interior exit stairways, interior exit ramps and exit passageways, in accordance with Sections 1025.2.1 through 1025.2.6. UNIFORMITY. Placement and dimensions of markings shall be consistent and uniform throughout the same enclosure. SELF-LUMINOUS AND PHOTOLUMINESCENT. Luminous egress path markings shall be permitted to be made of any material, including paint, provided that an electrical charge is not required to maintain the required luminance. Such materials shall include, but not be limited to, self-luminous materials and photoluminescent materials. Materials shall comply with either of the standards as indicated in Section 1025.4. ILLUMINATION. Where photoluminescent exit path markings are installed, they shall be provided with not less than 1 footcandle (11 lux) of illumination for not less than 60 minutes prior to periods when the building is occupied and continuously during occupancy. FIRE SERVICE ACCESS ELEV. SYMBOL 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit J 11/22/2024 Reissue for Plan Check J 1/7/25 C/C CAB CAP CTV CEM CER CF CFL CFT CHR CHAM CHS CIR CJ CL CLG CLKG CLR CLR OPG CMU CND CNTR COATG COEF COILG COL COM COMB COMP COMPT CON CONC COND CONN CONST CONT CONTR CONV COR CORR COV CPR CPT CR CRS CSG CSTG CT CTD CTR CTSK CU. FT. CU. YD. CUR CV CW CWP CWR CWS CY CYL CENTER TO CENTER CABINET CAPACITY CLOSED CIRCUIT TV CEMENT, CEMENTITIOUS CERAMIC CUBIC FEET COUNTERFLASHING CUBIC FOOT CHILLED WATER RETURN CHAMFER CHILLED WATER SUPPLY CIRCLE CONTROL JOINT CENTERLINE CEILING CAULKING CLEAR CLEAR OPENING CONCRETE MASONRY UNIT CONDITION CENTER or COUNTER COATING COEFFICIENT COILING COLUMN COMMON COMBINATION COMPRESSED COMPARTMENT CONSTRUCTION CONCRETE CONDENSER or CONDUIT CONNECTION CONSTRUCTION CONTINUOUS CONTROL CONTRACTOR CONVECTOR CORNER or CORRIDOR CORRIDOR or CORRUGATE COVER COPPER CARPET CARD READER COURSE or COLD ROLLED STEEL CASING CASTING CERAMIC TILE or CORK TILE COATED CENTER or COUNTER COUNTERSUNK CUBIC FEET CUBIC YARD CURRENT CHECK VALVE COLD WATER CIRCULATING WATER PUMP CONDENSATE WASTE RETURN CONDENSATE WASTE SUPPLY CUBIC YARD or CYCLE CYLINDER F FA FAB FAR FAST FC FD FDC FDTN FE FEC FF&E FGR FHC FH FIN FIXT FL FLASH FLDG FLEX FLG FLR FLUOR FM FO FOC FOF FOS FP FPM FPRF FR FRM FRPF FS FSCW FT FTG FURN FURR FUT FVC FWC FXD FXTR DEGREES FAHRENHEIT FIRE ALARM or FRESH AIR FABRICATE, FABRICATION FLOOR AREA RATIO FASTENER or FASTEN FOOT CANDLE FLOOR DRAIN or FIRE DEPARTMENT FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIXTURES, FURNISHINGS & EQUIPMENT FIBERGLASS REINFORCED FIRE HOSE CABINET FIRE HYDRANT FINISH, FINISHED FIXTURE FLOOR or FIRE LINE FLASHING FOLDING FLEXIBLE FLOORING FLOOR FLUORESCENT FACTORY MUTUAL COMPANY FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF STUDS FIREPROOF FEET PER MINUTE FIREPROOF FIRE RATING FRAME FIREPROOF FLOOR SINK FLUSH SOLID CORE WOOD FOOT FITTING FURNITURE FURRING FUTURE FIRE VALVE CABINET FABRIC WALL COVERING FIXED FIXTURE HB HC HD HDCP HDN HDR HDWD HDWE HEX HGR HGT HID HM HORIZ HP HR HS HT HTG HTR HTW HVAC HOSE BIB HOLLOW CORE HEAD, HEADER HEAVY DUTY HANDICAPPED (BETTER CALLED "ACCESSIBLE") HARDEN HEADER HARDWOOD HARDWARE HEXAGONAL HANGER HEIGHT HIGH INTENSITY DISCHARGE HOLLOW METAL HORIZONTAL HIGH POINT HOUR HEAT STRENGTHENED HEIGHT HEATING HEATER HIGH TEMPERATURE WATER HEATING, VENTILATING & AIR CONDITIONING LANDSCAPE ARCHITECT LABORATORY, LABOR LADDER LAMINATE, LAMINATED LATERAL LAVATORY POUND (WEIGHT) LABEL LUMBER LIQUID CRYSTAL DIODE LEADER DRAIN LEFT HAND LIBRARY LINEAR LINOLEUM LIQUID LA LAB LAD LAM LAT LAV LB LBL LBR LCD LD LH LIB LIN LINO LIQ M MACH MAINT MAN MAR MARB MAS MATL MAX MD ME MECH MED MEMB MET MEZZ MFD MFG MH MHO MIN MIR MISC MK MLDG MLWK MM MMB MO MOD MOIST MONO MOT MOV MP MR MRD MTD MTL MTR MULL MWK METER MACHINE MAINTENANCE MANUAL MARBLE MARBLE MASONRY MATERIAL MAXIMUM MEDIUM MECHANICAL ENGINEER MECHANICAL MEDIUM MEMBRANE METAL MEZZANINE MANUFACTURED MANUFACTURER MANHOLE MAGNETIC HOLD OPEN MINIMUM MIRROR MISCELLANEOUS MARK MOLDING MILLWORK MILLIMETER MEMBRANE MASONRY OPENING MODULE MOISTURE MONOLITHIC MOTOR(IZED) MOVABLE METAL ACOUSTAL PANEL MOP RECEPTOR METAL ROOF DECK MOUNTED METAL MOTOR MULLION MILLWORK S4S SALV SAN SC SCHED SCR SCR SCUP SCWD SE SECT SECUR SECY SED SEL SERV SEV SF SFGL SGG SGL SGS SHORG SHT SHTHG SHWR SIM SURFACED 4 SIDES SALVAGE SANITARY SOLID CORE SCHEDULE SCREEN SCRIBE SCUPPER SOLID CORE WOOD STRUCTURAL ENGINEER SECTION SECURITY SECRETARY SEWAGE EJECTOR DISCHARGE SELECT SERVICE SEWAGE EJECTOR VENT SQUARE FOOT SAFETY GLASS STRUCTURAL GLAZING GASKET SINGLE SILICONE GLAZING SEALANT SHORING SHEET SHEATHING SHOWER SIMILAR W/ W/O WB WC WD WDW WF WH WLD WM WP WPT WR WRSTP WT WTRPRF WWF WITH WITHOUT WOOD BASE WATERCLOSET WOOD WINDOW WIDE FLANGE (STRUCTURAL STEEL) WATER HEATER WELD WIRE MESH WATERPROOFING WORKING POINT WATER RESISTANT or WATER REPELLANT WEATHERSTRIPPING WEIGHT WATERPROOFING WELDED WIRE FABRIC ABV ACCES ACI ADDL ADJ AFF ALT ALUM AMT ANCH ANOD ANNUNC ANT APPL APPROX APRVD ARCH ASPH ASSOC ASSY AUTH AUTO AVG ABOVE ACCESSORY AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJACENT ABOVE FINISH FLOOR ALTERNATE, ALTERATION or ALTITUDE ALUMINUM AMOUNT ANCHOR, ANCHORAGE ANODIZED ANNUNCIATOR ANTENNA APPLIANCE APPROXIMATE APPROVED ARCHITECT, ARCHITECTURAL ASPHALT ASSOCIATION, ASSOCIATE ASSEMBLY AUTHORIZED AUTOMATIC AVERAGE B TO B B/ BD BETW BEV BLDG BLK BLKG BLW BM BOL BOT BRDG BRDLM BRG BRKT BRZ BU BUR BW BACK TO BACK BOTTOM (OF) BOARD or BUILDING DEPARTMENT BETWEEN BEVEL BUILDING BLOCK BLOCKING BELOW BEAM or BENCH MARK BOLLARD BOTTOM BRIDGE, BRIDGING BROADLOOM BEARING BRACKET BRONZE BUILT-UP BUILT-UP ROOF BOTH WAYS GA GAL GALV GC GD GEN GENL GFRC GFRG GFRP GKT GL GL BLK GLZ GND GOVT GPH GPM GPS GR GRAN GRND GRTG GT GV GYP GYP-BD GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GUTTER DRAIN GENERATOR GENERAL GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED PLASTER GASKET GLASS GLASS BLOCK GLAZE GROUND GOVERNMENT GALLONS PER HOUR GALLONS PER MINUTE GALLONS PER SECOND GRADE GRANITE GROUND GRATING GROUT GALVANIZED GYPSUM GYPSUM BOARD ID IN INCAND INCR INFIL INFO INSP INSTRUM INSUL INT INTERM INTLK IW INSIDE DIAMETER INCH INCANDESCENT INCREASE INFILTRATION INFORMATION INSPECT INSTRUMENT INSULATION INTERIOR or INTERNAL INTERMEDIATE INTERLOCK, INTERLOCKING INDIRECT WASTE JAN J-BOX JC JCT JST JT JANITOR JUNCTION BOX JANITOR'S CLOSET JUNCTION JOIST JOINT KG KIP KIT KM KO KPL KVA KW KWH KILOGRAM KILOPOUND (1000 POUNDS) KITCHEN KILOMETER KNOCKOUT KICKPLATE KILOVOLT-AMPERE KILOWATT KILOWATT HOUR LIVE LOAD LENGTH LANDING LINTEL LOCATE LOCATIONS LOW POINT LIGHT LIGHTWEIGHT LIGHTING LOW VOLTAGE LEVELING LOUVER LIGHT WEIGHT CONCRETE LL LN LNDG LNTL LOC LOCS LP LT LT WT LTG LV LVLG LVR LWC NAT NEUT NIC NMT NO NOM NR NRC NS NTS NATURAL NEUTRAL NOT IN CONTRACT NON-METALLIC NUMBER NOMINAL NOISE REDUCTION NOISE REDUCTION COEFFICIENT NEAR SIDE NOT TO SCALE P SL P. LAM PA PB PBD PCF PCPL PD PED PEDTR PERF PERIM PERP PKG PKWY PL PLAM PLAS PLBG PLF PLMBG PLSTIC PLTF PLYWD PNEU PNL PNT POL POLYST PORT POT W PR PRCST PRE PREFAB PREFIN PRESS PRI PRTN PSF PSI PT PTC PTD PTN PVC PVF PVG PVMT PVT PWR PIPE SLEEVE PLASTIC LAMINATE PUBLIC ADDRESS PULL BOX PARTICLE BOARD POUNDS PER CUBIC FOOT PORTLAND CEMENT PLASTER PLAZA DRAIN PEDESTAL or PEDESTRIAN PEDESTRIAN PERFORATE PERIMETER PERPENDICULAR PARKING PARKWAY PLATE PLASTIC LAMINATE PLASTER PLUMBING POUNDS PER LINEAL FOOT PLUMBING PLASTIC PLATFORM PLYWOOD PNEUMATIC PANEL PAINT POLISH, POLISHED POLYSTYRENE PORTABLE POTABLE WATER PAIR PRECAST PREFINISHED PREFABRICATED PREFINISHED PRESSURE PRIMARY PARTITION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT POST-TENSIONED CONCRETE PAINTED PARTITION POLYVINYL CHLORIDE POLYVINYLIDENE FINISH PAVING PAVEMENT PRIVATE POWER QT QTR QTY QUAL QUARRY TILE QUARTER QUANTITY QUALITY RA RAD RADN RB RBT RCP RD RDR REBAR REC RECEP RECES RED REF REFL REFR REG REINF REM REQ REQD RESIL RESIS RET REV REV DR RF RFG RGH RGTR RH RM RMV RO ROW RPT RR RETURN AIR RADIUS RADIAN RUBBER BASE RABBET REFLECTED CEILING PLAN ROOF DRAIN READER REINFORCING BAR RECEIVER RECEPTACLE RECESSED REDUCER REFRIGERATOR REFLECTED REFRIGERATIOR REGULAR REINFORCEMENT REMOVE REQUIRE REQUIRED RESILIENT RESIST or RESISTANT or RESISTIVE RETURN or RETAINING REVERSE or REVISE or REVISION REVOLVING DOOR ROOF ROOFING ROUGH REGISTER RIGHT HAND ROOM REMOVE ROUGH OPENING RIGHT OF WAY REPEAT (LIKE "DITTO") RAILROAD T&G T/ TAN TC TD TEL TEMP TERR THK THRESH THRU TKBD TLT TOC TOL TOS TOW TP TPTN TRAF TRANS TRAV TRD TRTD TSL TST TSTAT TV TYP TONGUE & GROOVE TOP TANGENT TOP OF CURB TRENCH DRAIN TELEPHONE TEMPORARY TERRAZZO THICK THRESHOLD THROUGH TACKBOARD TOILET TOP OF CONCRETE TOLERANCE TOP OF SLAB TOP OF WALL TOP OF PAVEMENT/PAVER TOILET PARTITION TRAFFIC TRANSPARENT TRAVERTINE TREAD TREATED TOP OF SLAB TOP OF STEEL THERMOSTAT TELEVISION TYPICAL UL UNDRLAY UNO USS UTL, UTIL UNDERWRITERS' LABORATORIES UNDERLAYMENT UNLESS NOTED OTHERWISE UNITED STATES STANDARD UTILITY VAC VAR VB VBC VBS VCT VEH VENT VERT VEST VIF VIT VLT VOL VP VR VS VWC VACUUM VARIES VAPOR BARRIER VINYL BASE (COVED) VINYL BASE (STRAIGHT) VINYL COMPOSITION TILE VEHICLE VENTILATE VERTICAL VESTIBULE VERIFY IN FIELD VITREOUS VAULT VOLUME VENT PIPE VAPOR RETARDER VENT STACK VINYL WALL COVERING XH X HVY X STR EXTRA HEAVY EXTRA HEAVY EXTRA STRONG YD YR YARD YEAR DB DBL DC DD DEG DEMO DEPT DES DET DF DIAG DIA DIFF DIM DISP DIV DMT DN DO DPR DR DRN DSCON DSP DTL DWG DWGS DWR DS DSP DECIBEL DOUBLE DIRECT CURRENT DECK DRAIN DEGREE DEMOLITION DEPARTMENT DESIGN(ED) DETAIL DRINKING FOUNTAIN DIAGONAL DIAMETER DIFFUSER DIMENSION DISPENSER DIVISION DEMOUNTABLE DOWN DOOR OPENING DAMPER DOOR DRAIN DISCONNECT DRY STANDPIPE DETAIL DRAWING DRAWINGS DRAWER DOWNSPOUT DRY STANDPIPE EACH ECCENTRIC EMERGENCY DRAIN EXPANSION JOINT EJECTOR ELEVATION or ELEVATOR ELASTOMERIC ELECTRICAL ELEVATOR or ELEVATION EMERGENCY LIGHTING PANEL EMERGENCY ENAMEL ENCLOSURE ENGINEER ENTRANCE EDGE OF SLAB ETHYLENE PROPYLENE DIENE MONOMER EQUAL EQUIPMENT ESCALATOR ESTIMATE EVAPORATOR ELECTRIC WATER HEATER EXISTING EXCAVATE EXECUTIVE EXISTING EXHAUST EXHAUST AIR EXISTING EXPANSION or EXPOSED EXPANSION JOINT EXPANSION EXPOSE(D) EXTERIOR EXTRUDE EA ECC ED EJ EJECT EL ELAST ELEC ELEV ELP EMER ENAM ENCL ENG ENT EOS EPDM EQ EQUIP ESC EST EVAP EWH EX EXCAV EXEC EXG EXH EXH AIR EXIST EXP EXP JT EXPN EXPS EXT EXTR HVY HW HWC HWD HWH HWR HWS HWY HYD HYDRO HEAVY HOT WATER or HEAVY WALL HOT WATER CIRCULATING HEAVY WALL CONDUIT HARDWOOD HOT WATER HEATER HOT WATER RECIRCULATING RETURN HOT WATER SUPPLY HIGHWAY HYDRAULIC HYDROSTATIC O, O/ O TO O OA OC OD OF OFF OH OHD OPNG OPP OPP H OPR ORN ORNA OSD OUT OVFL OZ OVER OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OFFICE OVERHEAD OVERHEAD DOOR OPENING OPPOSITE OPPOSITE HAND OPERABLE ORNAMENTAL ORNAMENTAL OPEN SIGHT DRAIN OUTLET OVERFLOW OUNCE O, O/ O TO O OA OC OD OF OFF OH OHD OPNG OPP OPP H OPR ORN ORNA OSD OUT OVFL OZ OVER OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OFFICE OVERHEAD OVERHEAD DOOR OPENING OPPOSITE OPPOSITE HAND OPERABLE ORNAMENTAL ORNAMENTAL OPEN SIGHT DRAIN OUTLET OVERFLOW OUNCE SK SLOT SLV SNT SP SPEC SPECS SPK SPL SPLR SQ SS SSD SSGS STC STD STG STGG STGR STIFF STL STM STOR STR STRUC STRUCT STW SUPP SUR SURF SUSP SUSP SW SY SYM SYN SYS SINK SLOTTED SLEEVE SEALANT SOIL PIPE SPECIFICATION SPECIFICATIONS SPEAKER SPECIAL SPRINKLER SQUARE STAINLESS STEEL SUB-SOIL DRAIN SILICONE STRUCTURAL GLAZING SEALANT SOUND TRANSMISSION CLASS STANDARD SEATING STRUCTURAL GLAZING GASKET STAGGER STIFFENER STEEL STEAM STORAGE STRAIGHT (RE-BARS) STRUCTURAL STRUCTURAL STORM WATER SUPPLEMENTARY, SUPPLEMENT SURFACE SURFACE SUSPENDED, SUSPEND SUSPENDED SWITCH SQUARE YARD SYMMETRICAL SYNTHETIC SYSTEM CEILING MOUNTED, DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED, ELECTRICAL JUNCTION BOX - LINE VOLTAGE CEILING MOUNTED JUNCTION BOX - AV, SEE AV DWGS CEILING MOUNTED JUNCTION BOX - SECURITY, SEE SECURITY DWGS JUNCTION BOX ON ACCESS FLOOR FOR PV COMBINER BOX LOCATION- SEE MEP DWGS FLUSH FLOOR MOUNTED, ELECTRICAL JUNCTION BOX - AV, SEE AV DWGS X'-X" X'-X" X'-X" REFLECTED CEILING ACOUSTICAL CEILING AND GRID CEILING MOUNTED SMOKE DETECTOR WALL MOUNTED EXIT SIGN, SHOWS QUANTITY OF FACE(S) AND DIRECTION OF ARROW(S) CEILING MOUNTED CAMERA CEILING HEIGHT CHANGE SYMBOL CEILING FINISH AND HEIGHT SYMBOL CEILING MOUNTED EXIT SIGN, SHOWS QUANTITY OF FACE(S) AND DIRECTION OF ARROW(S) FLUSH FLOOR MOUNTED VOICE RECEPTACLE FLUSH FLOOR MOUNTED NETWORK RECEPTACLE FLUSH FLOOR MOUNTED DATA RECEPTACLE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AUDIO VISUAL & VOICE/DATA RECEPTACLES FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL & VOICE/DATA RECEPTACLES CEILING MOUNTED, DUPLEX RECEPTACLE GRID STARTPOINT SYMBOL CEILING MOUNTED SPRINKLER HEAD FLOOR MOUNTED DEVICES CEILING MOUNTED SPEAKERS CEILING MOUNTED OCCUPANCY SENSOR CEILING MOUNTED MOTOR, SEE AV DRAWINGS CEILING MOUNTED JUNCTION BOX - LINE VOLTAGE CEILING MOUNTED JUNCTION BOX - AV, SEE AV DWGS FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX NETWORK RECEPTACLES, 2 PORTS - TYP. FLUSH FLOOR MOUNTED, COMBINATION DUPLEX NETWORK RECEPTACLES, 2 PORTS- TYP. CEILING MOUNTED JUNCTION BOX - SECURITY, SEE SECURITY DWGS OSD DEMOUNTABLE WALL MOUNTED, LIGHT SWITCH WALL MOUNTED, LIGHT SWITCH AV AVT J CTV J WALL MOUNTED VOICE RECEPTACLE WALL MOUNTED DATA RECEPTACLE WALL MOUNTED QUADRAPLEX RECEPTACLE WALL MOUNTED DUPLEX RECEPTACLE WALL MOUNTED A/V TROUGH WALL MOUNTED, CABLE TV RECEPTACLE WALL MOUNTED A/V RECEPTACLE WALL MOUNTED VOICE/DATA JUNCTION BOX WALL MOUNTED ELECTRICAL JUNCTION BOX WALL MOUNTED DEVICES EQUIPMENT TAG (REFER TO EQUIPMENT SCHEDULE) WALL MOUNTED, CONDUIT STUB-OUT VOICE DATA WALL MOUNTED, CONDUIT STUB-OUT AV WALL MOUNTED, CONDUIT STUB-OUT POWER WALL MOUNTED, PLUG MOLD DEMOUNTABLE WALL MOUNTED, NETWORK RECEPTACLE, 2 PORTS- TYP. XX DEMOUNTABLE PARTITION MOUNTED QUADRAPLEX RECEPTACLE DEMOUNTABLE PARTITION MOUNTED DUPLEX RECEPTACLE WALL MOUNTED TWIST LOCK OUTLET WALL MOUNTED THERMOSTAT TECHNOLOGY/ SECURITY CEILING MOUNTED WIRELESS OUTLET, SEE IM DWGS WALL MOUNTED LIGHT SWITCH W/ OCCUPANCY SENSOR WALL MOUNTED WIRELESS OUTLET, SEE IM DWGS DEMOUNTABLE PARTITION MOUNTED, LIGHT SWITCH W/ OCCUPANCY SENSOR SINGLE DOOR CONTROL/ POSITION INDICATOR, SEE SECURITY DWGS DOUBLE DOOR CONTROL/ POSITION INDICATOR, SEE SECURITY DWGS INTERCOM, SEE SECURITY DWGS CARD READER LOCATION, SEE SECURITY DWGS. REMOTE DOOR RELEASE, SEE SECURITY DWGS DURESS ALARM PUSH BUTTON, SEE SECURITY DWGS J DEMOUNTABLE WALL MOUNTED, ELEC JUNCTION BOX - AV, SEE AV DWGS CTV DEMOUNTABLE WALL MOUNTED, CABLE TV RECEPTACLE DEMOUNTABLE WALL MOUNTED, DATA RECEPTACLE DEMOUNTABLE WALL MOUNTED, VOICE RECEPTACLE D D WALL MOUNTED, ELECTRICAL JUNCTION BOX- LINE VOLTAGE WALL MOUNTED, ELECTRICAL JUNCTION BOX- LOW VOLTAGE WALL MOUNTED, ELECTRICAL JUNCTION BOX- AV, SEE AV DWGS WALL MOUNTED, ELEC JUNCTION BOX- INSTANT MESSAGING, SEE IM DWGS WALL MOUNTED, ELEC JUNCTION BOX- SECURITY, SEE SECURITY DWGS WALL MOUNTED NETWORK RECEPTACLE, 2 PORTS- TYP. WALL MOUNTED NETWORK RECEPTACLE, 4 PORTS 4" DEEP x 18" H FLUSH MOUNTED ELECRICAL PANEL BOX W/ REMOVABLE COVER, SEE AV DWGS. 6" DEEP FLUSH MOUNTED ELECRICAL PANEL BOX W/ REMOVABLE COVER, SEE AV DWGS. A4a A6 A INTERCOM, CAMERA & CARD READER LOCATION, SEE SECURITY DWGS. LONG RANGE CARD READER LOCATION, SEE SECURITY DWGS. VEHICLE PRESENCE LOOP, SEE SECURITY DWGS. WIREMOLD, SEE MEP DWGSWM MAGNETIC HOLD OPEN A4b 4" DEEP x 12" H FLUSH MOUNTED ELECRICAL PANEL BOX W/ REMOVABLE COVER, SEE AV DWGS. FUSED DISCONNECT SWITCH CONTROL PANEL, SEE AV DWGS.AV-CP ELEVATION AND PLAN INDICATIONS MASONRY COURSING WOOD VENEER GLASS STONE FABRIC WRAPPED PANEL ACOUSTICAL CEILING TILE CARPET PLASTER WITH LATH SECTION INDICATIONS GYPSUM BOARD INSULATION (LOOSE OR BATT) INSULATION (RIGID) GLASS METAL PLYWOOD WOOD (FINISHED) WOOD (CONTINUOUS MEMBER) EARTH OR NATURAL GROUND SAND OR GROUT GRAVEL WOOD (INTERRUPTED MEMBER) BRICK STONE CONCRETE MASONRY UNIT CONCRETE ALUMINUM MECHANICAL FIXTURES LINEAR DIFFUSER RETURN AIR SUPPLY AIR EXHAUST FAN FIRE SPRINKLER ACCESS DOOR CUTSTONE PRE-CAST CONCRETE PLASTER FHC FEC FV FVC CHANGE IN FLOOR FINISH FINISH EXTENT OF FINISH BASE FINISH WALL FINISH WALL MOUNTED FIRE EXTINGUISHER CABINET WALL MOUNTED FIRE VALVE CABINET WALL MOUNTED FIRE VALVE WALL MOUNTED FIRE EXTINGUISHER WALL MOUNTED FIRE HOSE CABINET XX-99 XX-99 XXXX XXXX XXXX WALL FINISH SPECIAL FINISH FLOOR FINISH EXTENT OF FINISH LIFE SAFETY EQUIPMENT & DEVICES FE CEILING MOUNTED STROBE FIRE WARDEN STATION SYMBOL FIRE ALARM PULL STATION SIM A11.01 A MILLWORK SCHEDULE TAG (IF USED) REVISION REFERENCE MILLWORK DESCRIPTION OF SIMILAR OR OPPOSITE LOCATION ON ROW WHERE SHOWN AREA TO BE DETAILED SHEET WHERE SHOWN DETAIL NUMBER SHEET WHERE SHOWN DIRECTION OF ELEVATION 1 XX A WALL TYPE REFERENCE WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) 05120 STRUCTURAL STEEL SPEC SECTION KEY NOTE XX ROW OF ELEVATION SHEET WHERE SHOWN AX.XX.X X EQUIPMENT NUMBER (REFER TO MILLWORK SHEETS) XXXXX ALIGN SHEET NOTE DOOR NUMBER (WITH SCHEDULE) ALIGN WITH ESTABLISHED SURFACES XXXXXX XX CONSTRUCTION EGRESS PATH SECONDARY EGRESS PATH PRIMARY ROOM NAME COLUMN GRID NEW PARTITION ROOM NUMBER REFERENCE TO PARTITION TYPE ELEVATION DATUM POINT SCOPE OF WORK A 04F06 OFFICE X X CONTROLLED ELECTRONICALLY W/ REMOTE RELEASE, SEE SECURITY DWGS ER1 ER2 AV RACK (20.5"W X 22.5"HX 16"D), SEE AV DRAWINGS AV RACK (22"W X 68.5"HX 20"D), SEE AV DRAWINGS PLASTIC LAMINATE WALL MOUNTED SPEAKER STROBE FIREFIGHTER PHONE JACKPH ADDRESSABLE SINGLE INPUT MONITOR MODULE M FIRE SPRINKLER WATERFLOW SWITCH FIRE SPRINKLER RISER CONTROL TAMPER SWITCH FIRE ALARM BOOSTER POWER SUPPLY XXX GYPSUM BOARD XXXX CEILING MOUNTED SPEAKER STROBE WALL MOUNTED STROBE REX REQUEST TO EXIT SECTION SYMBOLAX.XX X 4 J E J L J A J I J S T F OS OS S M J E J A J S J E AV AV PV J A DC DDC IC DR CR LRR ICC VPL MHO DR P BPS S S SS SS FA T F COLUMN GRID LINES AND REFERENCE NUMBER STRUCTURAL WALLS/COLUMNS EXISTING CONSTRUCTION TO BE DEMOLISHED NEW PARTITION 1 HR. RATED PARTITION 2 HR. RATED PARTITION 3 HR. RATED PARTITION © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 0 : 4 3 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.020 SYMBOL AND ABBREVIATIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 60 " M I N 24" MIN EXTERIOR 18" MIN INTERIOR 4' - 0 " M I N 36" MIN 60 " M I N 4'-0" MIN FRONT APPROACH HA S B O TH C L O S E R A N D L A T C H 44 " M I N ( 4 8 " M I N I F D O O R 22" MIN CLOSER AND A LATCH 12" IF DOOR HAS BOTH A HINGE APPROACH 24" MIN 60 " M I N HA S C L OS E R ) 44 " M I N ( 4 8 " M I N I F D O O R PUSH APPROACH 24" MIN DOORS IN PARALLEL 48" MIN 4'-0" min X > 8 " X > 8 " X > 8 " MIN. 2" HIGH CURB EDGE PROTECTION OR RAIL WITHIN 4". EXCEPTIONS: - RAMPS NOT REQ'D TO HAVE HANDRAILS AND SIDES COMPLYING WITH SEC 11B-406.2.2 - RAMP LANDINGS SERVING AN ADJOINING RAMP RUN OR STAIRWAY - RAMP LANDINGS HAVING A VERTICAL DROP-OFF OF 1/2" MAX WITHIN 10" HORIZONTALLY OF THE MIN LANDING AREA NOTE: AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMP RUNS LESS THAN 6" IN RISE OR 72" IN LENGTH. LEVEL LANDING RAMP HORIZONTAL RUN RISE 1:12 SLOPE MAX AT L E A S T W I D E AS R A M P 34 " - 3 8 " 2' - 3 " M A X . 1'-0" 1'-0" 2' - 3 " M A X . 34 " - 3 8 " 2" 72" MIN 1'-0" TYP 1:12 SLOPE MAX 60" MIN 60" MIN 60 " M I N 72 " M I N 60" MIN LANDING LANDING LEVEL AREA @ TOP OF RAMP LEVEL AREA @ BOTTOM OF RAMP WIDTH RAMP WI D T H RA M P NOTE: THE RISE FOR ANY RAMP SHALL BE 30" MAX. THE CLEAR WIDTH SHALL BE 48" MIN. NOTE: 1. MOUNTING HEIGHT IS 34"-38" TO TOP OF GRIPPING SURFACE ABOVE STAIR NOSINGS. 2. SURFACE OF HANDRAIL SHALL BE SMOOTH WITH NO SHARP EDGES. 3. EDGES OF HANDRAILS HAVE A MINIMUM RADIUS OF 1/8". 34 " - 3 8 " A B O V E S T A I R NO S I N G TO S U I T 1 1/4" TO 2"1 1/2" MIN CLR. 1 1/4" - 1 1/2"1 1/2" MIN CLR. 1 1/4" - 1 1/2" 1 1/2" MIN CLR 1 1 / 2 " M I N . 3" MAX. 18 " M I N C L R 1 1 / 2 " M I N FINISH FLOOR FINISH FLOOR CARPET PER CBC 11B-302.2 2 1 1:2 SLOPE MAX 1:2 SLOPE MAX 2 1 DOOR 1/ 4 " M A X 1/ 2 " M A X 1/ 4 " M A X 1/ 4 " M A X . 1/ 2 " M A X 1/ 4 " M A X 1/ 4 " M A X 1/ 2 " M A X 30 " T-SHAPE 90° TURNS CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR 180° TURNS 42" MIN 42" MIN 48 " M I N . 36" MIN 36" MIN 36 " M I N . 36 " M I N . 12" MIN 36" MIN. 12" MIN 60" MIN. CLEAR WIDTHS 60" MIN X> 1 5 " 48" MIN X> 2 4 " 36" MIN ALCOVE - SIDE APPROACH ALCOVE - FRONT APPROACH X<48" 180° TURNS X>48" 36" MIN 36" MIN 60 " M I N X<48" 36 " M I N MAX 24" 48" MIN MAX 24" 32 " M I N 32 " M I N A A 2' - 3 " M A X . 2' - 3 " M A X . MIN 1'-0" Y X X IS THE 1'-0" MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH TOP RISER. Y IS THE MINIMUM HANDRAIL EXTENSION OF 1'-0" PLUS THE DEPTH OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER. ALTERNATE ALTERNATE 1/2" RADIUS MAX (TYP ALL PROFILES) TYPE 'A': FLUSH RISER TYPE 'B': ANGLED RISER 30.00° MAX TYPE 'C': CURVED NOSING 1 1/4" MAX TYPE 'D': BEVELED NOSING 1 1/4" MAX THE UNDERSIDE OF STAIR NOSINGS SHALL BE FREE OF ABRUPT CHANGES WITH A BEVELED SLOPE OR NON-SQUARE UNDERSIDE. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 0 : 4 7 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.031 DISABLED ACCESS NOTES & DIAGRAMS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" ACCESSIBLE DOOR CLEARANCES101 SCALE:1/4" = 1'-0" RAMPS07 SCALE:1 1/2" = 1'-0" STAIR HANDRAILS03 SCALE:3" = 1'-0" THRESHOLDS02 SCALE:1/4" = 1'-0" ACCESSIBLE PLAN CLEARANCES104 1. General. Signs shall comply with Section 11B-703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided. 2. Raised characters. Raised characters shall comply with Section 11B-703.2 and shall be duplicated in Braille complying with Section 11B-703.3. Raised characters shall be installed in accordance with Section 11B-703.4. Raised characters shall be 1/32 inch (0.8 mm) minimum above their background. Characters shall be uppercase. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. Characters shall be selected from fonts where the width of the uppercase letter “O” is 60 percent minimum and 110 percent maximum of the height of the uppercase letter “I”. Character height measured vertically from the baseline of the character shall be 5/8 inch (15.9 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase letter “I”. Stroke thickness of the uppercase letter “I” shall be 15 percent maximum of the height of the character. Character spacing shall be measured between the two closestpoints of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16 inch (1.6 mm) minimum and 4 times the raised character stroke width maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8 inch (9.5 mm) minimum. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minimum and 170 percent maximum of the raised character height. Text shall be in a horizontal format. 3. Braille. Braille shall be contracted (Grade 2) and shall comply with Sections 11B-703.3 and 11B-703.4. Braille dots shall have a domed or rounded shape and shall comply with Table 11B-703.3.1. The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. Braille shall be positioned below the corresponding text in a horizontal format, flush left or centered. If text is multi-lined, Braille shall be placed below the entire text. Braille shall be separated 3/8 inch (9.5 mm) minimum and 1/2 inch (12.7 mm) maximum from any other tactile characters and 3/8 inch (9.5 mm) minimum from raised borders and decorative elements. (Exception: Braille provided on elevator car controls shall be separated 3/16 inch (4.8 mm) minimum and shall be located directly below the corresponding raised characters or symbols.) 4. Installation height and location. Signs with tactile characters shall comply with Section 11B703.4. Tactile characters on signs shall be located 48 inches (1219 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches (1524 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. (Exception: Tactile characters for elevator car controls shall not be required to comply with Section 11B-703.4.1. ) Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches (457 mm) minimum by 18 inches (457 mm) minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. Where permanent identification signage is provided for rooms and spaces they shall be located on the approach side of the door as one enters the room or space. Signs that identify exits shall be located on the approach side of the door as one exits the room or space. 5. Visual characters. Visual characters shall comply with Section 11B-703.5. (Exception: Where visual characters comply with Section 11B-703.2 and are accompanied by Braille complying with Section 11B-703.3, they shall not be required to comply with Sections 11B-703.5.2 through 11B-703.5.6, 11B-703.5.8 and 11B-703.5.9) Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. Minimum character height shall comply with Table 11B-703.5.5. 6. Pictograms. Pictograms shall comply with Section 11B-703.6. Pictograms shall have a field height of 6 inches (152 mm) minimum. Characters and Braille shall not be located in the pictogram field. Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with Sections 11B-703.2, 11B-703.3 and 11B-703.4 7. Symbols of accessibility.Symbols of accessibility shall comply with Section 11B-703.7. The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1. The symbol shall consist of a white figure on a blue background. The blue shall be Color No. 15090 in Federal Standard 595B. The International Symbol of TTY shall comply with Figure 11B-703.7.2.2. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in Figure 11B-703.7.2.3. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B-703.7.2.4. Doorways leading to toilet rooms and bathing rooms shall be identified by a geometric symbol complying with Section 11B-703.7.2.6. The symbol shall be mounted at 58 inches (1473 mm) minimum and 60 inches (1524 mm) maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within 1 inch (25 mm) of the vertical centerline of the door. SCALE:1/2" = 1'-0" HANDRAIL EXTENSIONS05 SCALE:1" = 1'-0" NOSING DETAILS06 ACCESSIBILITY SIGNAGE NOTES (CBC CH. 11B) 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. . 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL BEAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE, PILE HEIGHT SHA BE 1//2 INCH MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTEND TO THE FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. . 3. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN ½ INCH DIAMETER. . 4. CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN ¼ INCH HIGH MINIMUM AND ½ INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. . 5. CHANGES IN LEVEL GREATER THAN 1/2 INCH HIGH SHALL BE RAMPED. . 6. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE. A WARNING CURB IS NOT REQUIRED BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL IS PROVIDED WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. . 7. FLOOR OR GROUND SURFACES OF A TURNING SPACE FOR WHEEL CHAIRS SHALL NOT HAVE CHANGES IN LEVEL. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. THE TURNING SPACE SHALL BE 60 INCHES IN DIAMETER MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. . 8. CLEAR WHEELCHAIR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES MINIMUM. CHANGES IN LEVEL ARE NOT PERMITTED IN THIS SPACE. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. SPACE CAN BE POSITIONED IN A FORWARD OR PARALLEL APPROACH. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE, THE SPACE SHALL COMPLY WITH CBC 11B-306. . 9. PROTRUDING OBJECTS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 ½ INCHES MAX. . 10. POST MOUNTED OBJECTS: FREE-STANDING OBJECTS MOUNTED ON POLES OR PYLONS SHALL OVERHANG CIRCULATION PATHS 12 INCHES MAXIMUM WHEN LOCATED 27 INCHES MINIMUM AND 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE A SIGN OR OTHER OBSTRUCTION IN MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES, THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27 INCHES MAXIMUM OR 80 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE REQUIRED TO COMPLY. EDGES ON OBJECTS MOUNTED LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SURFACE, SHALL HAVE ROUNDED OR EASED EDGES AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. . 11. VERTICAL CLEARANCE: VERTICAL CLEARANCE SHALL BE 80 INCHES HIGH MINIMUM. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. . 12. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. . 13. REACH RANGES FOR OCCUPANTS IN WHEEL CHAIRS SHALL COMPLY WITH CBC 11B-308. . 14. OPERABLE PARTS: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. . 15. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. . 16. CLEAR WIDTH REQUIREMENTS FOR WALKING SURFACES SHALL COMPLY WITH CBC 11B-403.5. . 17. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE A RESTING AREA, 60 INCHES IN LENGTH, AT INTERVALS OF 400 FEET MXIMUM. THE RESTING AREA SHALL BE A LEAST AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA IN ALL DIRECTIONS SHALL BE 1:48. . 18. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS FOR DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOW ER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WITH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL N OT EXCEED 4 INCHES. . . 19. MANUEVERING CLEARANCES AT DOORS SHALL COMPLY WITH CBC TABLE 11B-404.2.4.1. CHANGES IN LEVEL ARE NOT PERMITTED WITHIN THESE CLEARANCES. SLOPES NOT STEEPER THATN 1:48 SHALL BE PERMITTED. THRESHOLDS ARE PERMITTED THAT COMPLY WITH CBC 11B-404.2.5. . 20. THRESHOLDS, IF PROVIDED AT DOOR WAYS, SHALL BE ½ INCH HIGH MAXIMUM. CHANGES IN LEVELS AT DOORWAYS SHALL COMPLY WITH CBC SECTIONS 11B-302 AND 11B-303. . . 21. DOOR AND GATE HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH CBC SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. . 22. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM A OPEN POSITION O 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IN 5 SECONDS MINIMUM. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. . 23. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE 5 POUNDS MAXIMUM FOR INTERIOR HINGED DOORS AND GATES, 5 POUNDS MAXIMUM FOR SLIDING OR FOLDING DOORS, AND 5 POUNDS MAXIMUM FOR EXTERIOR HINGED DOORS. FOR REQUIRED FIRE DOORS, THE MINIMUM OPENING FORCE ALLOWABLE THE APPROPRIATE ADMINISTRATIVE AUTHORITY, SHALL NOT EXCEED 15 POUNDS. . 24. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. . 25. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM SMOOTH SURFACE REQUIREMENT. . 26. VISION LIGHTS IN DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR. GLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES FROM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH THIS REQUIREMENT. . 27. RAMPS RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE ON RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48” MINIMUM. HANDRAILS MAY PROJECT INTO THE REQUIRED WIDTH OF THE RAMP AT EACH SIDE 3 ½ INCHES MAXIMUM AT THE HANDRAIL HEIGHT. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. RAMPS SHALL HAVE HANDRAILS COMPLYING W ITH CBC SECTION 11B-505. EDGE PROTECTION COMPLYING WITH CBC SECTION 11B-405.9.2 SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDING. . 28. STAIRS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. TREADS SHALL BE 11 INCHES DEEP MINIMUM. OPEN RISERS ARE NOT PERMITTED. TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS A LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. . 29. HANDRAILS SHALL COMPLY WITH CBC SECTION11B-505. TOP OF GRIPPING SURFACES FOR HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. THE CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1 ½” MINIMUM. . 30. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 AND CBC CHAPTER 9, SECTIONS 907.5.2.1 AND 907.5.2.3. . . 31. DETECTABLE WARNINGS SHALL COMPLY WITH CBC SECTION 11B-705.1.1 AND SHALL BE USED IN THE FOLLOWING LOCATIONS AS NOTED IN CBC SECTION 11B-705.1.2: PLATFORM EDGES; CURB RAMPS; ISLANDS OR CUT-THROUGH MEDIANS; BUS STOPS; HAZARDOUS VEHICULAR AREAS; REFLECTING POOLS; & TRACK CROSSINGS. . 32. THE HEIGHT OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. . 33. SALES AND SERVICE COUNTERS: FOR PARALLEL APPROACH, A PORTION OF THE COUNTER THAT IS 36 INCHES LONG MINIMUM AND 34 INCHES HIGH MAXIMUM ABOVE THE FINISH FLOOR SHALL BE PROVIDED. FOR FORWARD APPROACH, A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM AND 34 INCHES HIGH MAXIMUM SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH CBC SECTION 11B-306 SHALL BE PROVIDED UNDER THE COUNTER. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH CBC SECTION 11B-305 SHALL BE POSITIONED FOR A FORWARD APPROACH TO THE COUNTER. ACCESSIBILITY GEN. NOTES (CBC CH. 11B) 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 66 " M I N W H E R E T O E C L E A R A N C E I S N O T P R O V I D E D 60 " M I N 56" MIN @ WALL MTD WC 59" MIN @ FLOOR MTD WC 36" MIN 33 " T O 3 6 " END-OPENING STALLS 54" MIN 12" MAX 42" MIN TO C.L. 7" - 9" TOILET PAPER DISPENSER SIDE-OPENING STALLS AMBULATORY ACCESSIBLE COMPARTMENT OTHER APPROACHES 4'-0" MIN 3'-8" MIN LATCH APPROACH ONLY. 32 " M I N 5'-0" MIN 4'-6" MIN 1'-0" MAX 17 " T O 1 9 " 35 " T O 3 7 " NOTE: WHERE SIX OR MORE FIXTURES INCLUDING TOILETS AND URINALS ARE PROVIDED WITHIN A MULTIPLE- ACCOMADATION TOILET ROOM, AT LEAST ONE STALL IN ADDITION TO AN WHEELCHAIR ACCESSIBLE STALL SHALL BE PROVIDED THAT IS 36" WIDE WITH SELF CLOSING DOOR AND PARALLEL GRAB-BARS (FOR SEMI- AMBULATORY USE). 1 1/4" to 2" 1 1/2". GRAB BAR COMBINATION T.P./SEAT COVER DISPENSER COMBINATION WASTE/TOWEL UNITS SANITARY NAPKIN VENDOROUTLETS & SWITCHES MIRROR NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR TO HIGHEST OPERABLE CONTROL, TYPICAL. .40 " M A X . 40 " M A X . 40 " M A X . TOWEL BAR 40 " CLOTHES HOOK 15 " T O 4 8 " NOTE: 44" MAXIMUM HEIGHT OF HAND OPERATED FLUSH VALVE ABOVE FLOOR. 13 1/2" MIN 17 " M A X INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE CLEAR FLOOR SPACE 8" MIN. CLEAR 6" MAX TOE CLEARANCE 1'-5" MIN DEPTH 1'-5" MIN 30 " M I N 4'-0" MIN 1'-7" MAX MIRROR 9" M I N 2' - 3 " M I N 2' - 5 " M I N 2' - 1 0 " M A X 3' - 4 " M A X EQUIPMENT PERMITTED IN SHADED AREA 9" M I N 27 " M I N 3' - 0 " M A X TOE CLEARANCE 6" MAX 48" MIN 18" TO 19" 30 " M I N 24" MAX 18" MIN 3' - 4 " + / - 1 " 36 " C L R . 36 " M I N C L R . 60" CLR. MIN. MO U N T I N G B R A C K E T 4' - 0 " M A X . T O T O P O F 60" HOSE HAND HELD SPRAYER SINGLE LEVER CONTROL VALVE. INSTALL ON THE SIDE WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL (17" TO 19" FROM THE SEAT WALL) OR ON THE BACK WALL OPPOSITE THE SEAT (15" MAX FROM THE CENTERLINE OF THE SEAT) AND SHALL BE LOCATED ABOVE THE GRAB BAR BUT NO HIGHER THAN 48" A.F.F. SOAP DISH 18"-24" TO SEAT BACK FOLDING SHOWER SEAT COMPLYING WITH 11B-610.3 MAX. 6" FROM WALL WHEN FOLDED 1/2" BEVELLED LIP MAX. SL O P E 1/ 4 " / F T . MA X . SHOWER SHOULD BE FULLY COMPLIANT WITH CBC 11B-608 1' - 6 " CL 1' - 4 " 3'-0" MIN. CL1'-6" 1' - 6 " 33 " T O 3 6 " 1'-7" MIN. 2'-3" MAX. 12" MIN24" MIN TRANSFER SIDE 24" MIN BE L O W G R A B B A R 19 " M I N T O C . L . PO S I T I O N E D 17" - 18" 17 " - 1 9 " 48" 30 " 13 1/2" MIN WALL HUNG TYPE STALL TYPE 60" MIN 36" MIN 66 " M I N W H E R E T O E C L E A R A N C E I S N O T P R O V I D E D 60 " M I N 56" MIN @ WALL MTD WC 59" MIN @ FLOOR MTD WC 60" MIN OUTSWINGING DOOR INSWINGING DOOR (PERMITTED TO SWING OVER MANEUVERING SPACE) 9" M I N ( 1 2 " M I N F O R C H I L D R E N ) TOE CLEARANCE @ TOILET PARTITIONS (WHERE REQ'D) 6" MIN (EXCLUSIV E OF SUPPORT MEMBERS) WATER CLOSETSURINALSLAVSDRINKING FOUNTAINSSHOWERS TYPICAL MOUNTING HEIGHTS 4" M A X 32 " M I N C L E A R OTHER APPROACHES 4'-0" MIN 3'-8" MIN LATCH APPROACH ONLY, 66 " M I N W H E R E T O E C LE A R A N C E I S N OT P R O V I D E D 60 " M I N 48" MIN 56" MIN @ WALL MTD WC 59" MIN @ FLOOR MTD WC 66 " M I N W H E R E T O E C LE A R A N C E I S N OT P R O V I D E D 60 " M I N 56" MIN @ WALL MTD WC 59" MIN @ FLOOR MTD WC36" MIN. 48" MIN MI N 6" TOE CLEARANCE TOILET STALL CLEARANCES SL O P E 1/ 4 " / F T . MA X . CL 30 " M I N PLAN (FIG 11B-608.2.3) PLAN (FIG 11B-608.2.2) GRAB BARS SHALL BE PROVIDED ON THE BACK WALL AND THE SIDE WALL OPPOSITE THE SEAT (6" MAX FROM ADJACENT WALLS). GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT.. 19" TO 27" SINGLE LEVER CONTROL VALVE. INSTALL ON THE BACK WALL ADJACENT TO THE SEAT (19" TO 27" FROM THE SEAT WALL) AND SHALL BE LOCATED ABOVE THE GRAB BAR BUT NO HIGHER THAN 48" A.F.F. WITH THEIR CETERLINE AT 39" TO 41" A.F.F. 15" MAX CL CLSEAT 11" MIN 33 " T O 3 6 " T O F . F . 40" MAX OVER LAV OR COUNTERTOP. 20" MAX AT FITTING/LOCKER ROOMS 35" MAX AT ALL OTHER LOCATIONS 15 " M I N 48 " M A X (H O R I Z . ) A T C O U N T E R T O P S 48 " M A X 17 " T O 1 8 " 17 " T O 1 8 " 17 " T O 1 8 " 17 " T O 1 8 " 11" MIN TYPICAL GRAB BAR DETAIL REFER TO CBC 11B-609 60" MIN REFER TO CBC 11B-306.3 REFER TO CBC 11B-306.3 REFER TO CBC 11B-602 6" MAX. 32 " M I N 8" MIN CLEAR 5" MAX 15" MIN 6' - 8 " M I N 4" MAX HI G H E R T H A N 2 ' - 3 " 2' - 3 " O R B E L O W WIDTH CLEAR AMOUNT ANY Lobby MAX 1'-0" MAX 1'-0" 27 " - 8 0 " 27 " M A X X>12"80 " M I N X>12" POST-MOUNTED OBJECTS x> 8 0 " 27 " M A X VERTICAL CLEARANCE BENEATH STAIRS RESTROOMWOMENMEN WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR. CLEAR OF DOOR SWING. 48 " M I N T O B A S E L I N E O F B R A I L L E 60 " M A X T O B A S E L I N E O F H I G H E S T RA I S E D C H A R A C T E R S NOTE: 1. 1/4" THICK SIGNAGE PLATE 2. SYMBOLS CENTERED ON DOOR AT 58"- 60" HIGH 3. COLOR AND CONTRAST DISTINCTLY DIFFERENT FROM COLOR AND CONTRAST OF DOOR 4. CONTRACTED GRADE 2 BRAILLE TYP. 5. RAISED LETTERING 1/32" MIN TYP. RAISED BRAILLE MARKING PER 2013CBC UNISEX RESTROOM WOMENS RESTROOM MENS RESTROOM 58 " T O 6 0 " A . F . F . 58 " T O 6 0 " A . F . F . 58 " T O 6 0 " A . F . F . DOOR MOUNTED SIGNAGE WALL MOUNTED SIGNAGE 1'-0" 1'-0" 1' - 0 " 1' - 0 " 6" M I N REFER TO CBC 11B-703 FIRE STROBE ELECTRICAL / DATA OUTLETS (SEE PLANS FOR LOCATIONS) DEVICES AT DOOR IN OPEN POSITION 2"2" MAX. TYP. 0' - 6" 6' - 8" THERMOSTAT TELEPHONE (AS APPLICABLE) GANG OF DIMMER SWITCHES FLUORESCENT SWITCH (SECURITY DEVICE WHERE OCCURS) ALIGN TOP OF DEVICES T.O. OUTLET BOX 48" MAX. 1 7/8" OUTLINE OF DOOR IN OPEN POSITION NOTE: ALL DIMENSIONS TO CENTER LINE OF DEVICES U.O.N.; SECURITY CARD READER, KEY PAD AND OTHER DEVICES SHALL BE MOUNTED @ 3'-2" AFF; INTERCOM TO BE MOUNTED @ 3'-9" AFF.U.O.N.; FIRE ALARM BOXES TO BE MOUNTED BETWEEN 42" MIN. AND 48" MAX. AFF OUTLET OF THE BOX.; CENTER ALL DEVICES BELOW SWITCH. B.O. BOX 1' - 3" DEVICES AT DOOR IN CLOSED POSTION 0' - 6" 2"2" MAX. TYP. THERMOSTAT FIRE STROBE TELEPHONE (AS APPLICABLE) GANG OF DIMMER SWITCHES ELECTRICAL / DATA OUTLETS (SEE PLANS FOR LOCATIONS) FLUORESCENT SWITCH (SECURITY DEVICE WHERE OCCURS) 6' - 8" B.O. BOX 1' - 3"34" - 44" T.O. OF OUTLET BOX 48" MAX. ALIGN TOP OF DEVICES 1 7/8" 34 " M I N T O T T Y T O U C H P A D EDGE OF COUNTER 30"x48" CLEAR AREA ELEVATION PLAN 48 " M A X T O H I G H E S T O P E R A B L E P A R T 2' - 3 " M I N . C L R . 30" MIN CLR 20 " M A X 24 " M A X REFER TO CBC 11B-704 4'-0" 1' - 3 " M I N 4' - 0 " RA N G E FO W A R D R E A C H 1' - 3 " 4' - 0 " M A X RA N G E SI D E R E A C H MAX. SIDE REACH OVER AN OBSTRUCTION (SEE 11B-308.3.2) NOTE: MAXIMUM DEPTH OF OBSTRUCTION ALLOWED IS 25". WHEN DEPTH OF OBSTRUCTION IS MORE THAN 20" AND 25" MAX, THE MAXIMUM FORWARD REACH HEIGHT FROM THE FLOOR SURFACE IS 44". WHEN DEPTH OF OBSTRUCTION IS 20" MAX, THE MAXIMUM FORWARD REACH HEIGHT FROM THE FLOOR SURFACE IS 48" X=DEPTH OF OBSTRUCTION Y=MAXIMUM REACH HEIGHT Z=MIN. CLEAR SPACE BELOW OBSTRUCTION Y Z X A 34 " M A X B FORWARD REACH RANGESIDE REACH RANGE OBSTRUCTION 10" MAX NOTE: "B" IS 48" MAX. WHEN "A" IS 10" MAX. "B" IS 46" MAX. WHEN "A" IS MORE THAN 10" AND 24" MAX. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 0 : 5 2 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.032 DISABLED ACCESS DIAGRAMS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/2" = 1'-0" ACCESSIBILITY TYPICAL REQUIREMENTS FOR RESTROOMS11 SCALE:1/4" = 1'-0" ACCESSIBLE PROTRUDING OBJECTS12 SCALE:1/2" = 1'-0" ACCESSIBLE TYPICAL MOUNTING DIAGRAM @ DOOR14SCALE:1/2" = 1'-0" PUBLIC TELEPHONES5 SCALE:1/4" = 1'-0" ACCESSIBLE REACH RANGES13 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 A. SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL 1. Accessible Route of Travel is defined as “a continuous unobstructed path connecting all accessible elements and spaces in an accessible building or facility that can be negotiated by a person with a disability using a wheelchair and that is also safe for and usable by persons with other disabilities, and that is consistent with the definition of “Path of travel”. 2. Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, etc. 3. At least one accessible route within the boundary of the site shall be provided from public transportation stops, accessible parking and accessible passenger loading zones and public streets or sidewalks to the accessible building entrance they serve. The accessible route shall, to the maximum extent feasible, coincide with the route for the general public. 4. The accessible route of travel shall be the most practical direct route between accessible building entrances, accessible site facilities, and the accessible entrance to the site. If access is provided for pedestrians from a pedestrian tunnel or elevated walkway, entrances to the building from each tunnel or walkway must be accessible. 5. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, accessible elements, and accessible spaces that are on the same site. 6. When a building or portion of a building is required to be accessible or adaptable, an accessible route of travel shall be provided to all portions of the building, to accessible building entrances, and between the building and the public way. All walks, halls, corridors, aisles, skywalks, tunnels and other spaces that are part of an accessible route shall comply with the applicable provisions of the code. 7. Except within an individual dwelling unit, an accessible route of travel shall not pass through kitchens, storage rooms, restrooms, closets or other spaces used for similar purposes. 8. At least one accessible route shall connect the following: a) Accessible buildings, facilities, elements, and spaces that are on the same site. b) Accessible building or facility entrances with all accessible spaces and elements and with all accessible dwelling units within the building or facility. c) The accessible route shall, to the maximum extent feasible coincide with the route for the general public. d) Accessible entrance of each accessible dwelling unit with those exterior and interior spaces and facilities that serve the accessible dwelling unit. 9. Where more than one route of travel is provided, all routes shall be accessible. Unless otherwise indicated, the minimum clear width of an accessible route shall not be less than 36 inches B. ACCESSIBLE PARKING Note: when provided, vehicle charging stations and spaces shall be made accessible. 1. Each lot or parking structure where parking is provided for the public as clients, guests, or employees, shall provide accessible parking 2. Provide disabled parking spaces as required by Table 11B-6 for parking lot/structure. Total # of parking spaces provided Minimum # of accessible spaces required 1-25 1 26-50 2 51-75 3 76-100 4 101-150 5 151-200 6 201-300 7 301-400 8 401- 500 9 501-1000 2% of total 1001 & over 20 plus one for each 100 or fraction thereof over 1,001 3. Accessible parking spaces serving a particular building shall be located on the shortest accessible route of travel from adjacent parking to an accessible entrance (as near as practical to an accessible entrance). 4. In parking facilities that do not serve a particular building, accessible parking shall be located on the shortest accessible route of travel to an accessible pedestrian entrance of the parking facility. 5. In buildings with multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located closest to the accessible entrances. 6. Where single accessible parking spaces are provided, they shall be 14 feet wide and lined to provide a 9-foot parking area and a 5-foot loading and unloading access aisle on the passenger side of the vehicle. The words “NO PARKING” shall be painted on the ground within each 5-foot loading and unloading access aisle. This notice shall be painted in white letters not less than 12 inches high and located so that it is visible to traffic enforcement officials. 7. When more than one accessible parking space is provided in lieu of providing a 14-foot-wide space for each parking space, two spaces can be provided within a 23-foot-wide area lined to provide a 9-foot parking area on each side of a 5-foot loading and unloading access aisle in the center. The words “NO PARKING” shall be painted on the ground within each 5-foot loading and unloading access aisle. This notice shall be painted in white letters not less than 12 inches high and located so that it is visible to traffic enforcement officials. 8. One in every eight accessible spaces, but not less than one, shall be served by an access aisle 96 inches wide minimum placed on the side opposite the driver’s side when the vehicle is going forward into the parking space and shall be designated "van accessible". All such spaces may be grouped on one level of a parking structure. 9. The minimum length of an accessible parking space shall be 18 feet. 10.Accessible parking spaces shall be located so persons with disabilities are not compelled to wheel or walk behind parking spaces other than their own accessible parking spaces. 11.Ramps shall not encroach into any accessible parking space or the adjacent access aisle. 12.Surface slopes of accessible parking spaces and access aisles shall be the minimum possible and shall not exceed one unit vertical in 50 units horizontal (2 percent slope) in any direction. 13.In each parking area, a bumper or curb shall be provided if required to prevent encroachment of cars over the required width of walkways. 14.Pedestrian ways which are accessible to people with disabilities shall be provided from each such parking space to related facilities, including curb cuts or ramps as needed. 15.Provide minimum vertical clearance of 8 feet 2 inches at accessible parking spaces and along at least one vehicle access route to such spaces from site entrances and exits. 16.Each parking space reserved for persons with disabilities shall be identified by a reflectorized sign permanently posted immediately adjacent to and visible from each stall or space, consisting of the International Symbol of Accessibility in white on a dark blue background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel, shall be posted at a minimum height of 80 inches from the bottom of the sign to the parking space finished grade. Signs to identify accessible parking spaces may be centered on a wall at the interior end of the parking space. 17.An additional sign or additional language below the symbol of accessibility shall state “Minim um Fine $250.” 18.Van accessible parking spaces shall have an additional sign or additional language stating "Van Accessible" below the symbol of accessibility. 19.An additional sign shall also be posted in a conspicuous place at each entrance to off-street parking facilities, or immediately adjacent to and visible from each accessible stall or space. The sign shall be not less than 17 inches by 22 inches in size with 1 inch high minimum lettering, which clearly and conspicuously states the following: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner’s expense. Towed vehicles may be reclaimed at or by telephoning_ " (Blank spaces are to be filled in with appropriate information as a permanent part of the sign.) 20.The surface of each accessible parking space or stall shall have a surface identification duplicating either of the following schemes: a) By outlining or painting the stall or space in blue and outlining on the ground in the stall or space in white or suitable contrasting color a profile view depicting a wheelchair with occupant; OR b) By outlining a profile view of a wheelchair with occupant in white on blue background. The profile view shall be located so that it is visible to a traffic enforcement officer when a vehicle is properly parked in the space and shall be 36 inches high by 36 inches wide. 21.When direct access is provided for pedestrians from a parking garage to a building, each direct entrance from the garage to the building must be accessible. C. PASSENGER DROP-OFF & LOADING ZONES 1. When provided, passenger drop-off and loading zones shall be located on an accessible route of travel. 2. Where provided, one passenger drop-off and loading zone shall provide an access aisle at least 60 inches wide and 20 feet long adjacent and parallel to the vehicle pull-up space. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding one unit vertical in 50 units horizontal (2 percent slope) in all directions. If there are curbs between the access aisle and the vehicle pull-up space, then a curb ramp shall be provided. 3. Provide minimum vertical clearance of 114 inches at accessible passenger loading zones and along at least one vehicle access route to such areas from site entrances and exits. 4. Valet parking facilities shall provide a passenger loading zone complying with Section 1131B.2 and shall be located on an accessible route of travel to the entrance of the facility. The parking space requirements of Section 1129B through 1130B apply to facilities with valet parking. D. WALKS & SIDEWALKS 1. Walks and sidewalks subject to these regulations shall have a continuous common surface, not interrupted by steps or by abrupt changes in level exceeding ½ inch. 2. Walks and sidewalks shall be 48 inches minimum in width 3. Changes in level up to ¼ inch may be vertical and without edge treatment. 4. Changes in level between ¼ inch and ½ inch shall be beveled with a slope no greater than one unit vertical in 2 units horizontal (50 percent slope). 5. Changes in level greater than ½ inch shall be accomplished by means of a curb ramp, ramp, or elevator 6. Walk and sidewalk surfaces shall be slip-resistant as follows: a) Surfaces with less than 6 percent slope shall be at least a slip -resistant as that described as a medium salted finish. b) Surfaces with a 6 percent or greater slope shall be slip-resistant. 7. When the slope in the direction of travel of any walk exceeds one unit vertical in 20 units horizontal (5 percent slope), it shall comply with the provisions of Section 11B-405P 8. Walk and sidewalk surface cross slopes shall not exceed one unit vertical in 50 units horizontal (2 percent slope). 9. All walks with continuous gradients shall have level areas at least 5 feet in length at intervals of 400 feet maximum. 10.Walks, sidewalks, and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to ½ inch in the direction of traffic flow. If gratings have elongated openings, they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. E. CURB RAMPS Curb Ramp is defined as “a sloping pedestrian way, intended for pedestrian traffic, which provides access between a walk or sidewalk and a surface located above or below an adjacent curb face as differentiated from a ramp”. 1. Curb Ramps shall be constructed at each corner of street intersections where a pedestrian way crosses a curb. The preferred and recommended location for curb ramps is in the center of the crosswalk or each street corner. Where it is necessary to locate a curb ramp in the center of the curb return and the street surfaces are marked to identify pedestrian crosswalks, the lower end of the curb ramp shall terminate within such crosswalk areas. 3. Curb ramps shall be a minimum of 4 feet in width and shall lie, generally, in a single sloped plane, with a minimum of surface warping and cross slope. 4. The slope of curb ramps shall not exceed one unit vertical in 12 units horizontal (8.33 percent slope). 5. Transitions from ramps to walks, gutters, or streets shall be flush and free of abrupt changes. 6. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp or accessible route, shall not exceed one unit vertical in 20 units horizontal (5 percent slope) within 4 feet of the bottom of the curb ramp. The slope of the fanned or flared sides of curb ramps shall not exceed one unit vertical in 10 units horizontal (10 percent slope). 7. A level landing 4 feet deep shall be provided at the upper end of each curb ramp over its full width to permit safe egress from the ramp surface, or the slope of the fanned or flared sides of the curb ramp shall not exceed one unit vertical in 12 units horizontal (8.33 percent slope). 9. All curb ramps shall have a grooved border 12 inches wide at the level surface of the sidewalk along the top and each side approximately 3/4 inch on center. All curb ramps constructed between the face of the curb and the street shall have a grooved border at the level surface of the sidewalk. 10.Curb ramps shall have a detectable warning that extends the full width and depth of the curb ramp, excluding the flared sides, inside the grooved border. Detectable warnings shall be slip resistant and consist of raised truncated domes with a diameter of nominal The detectable warning shall contrast visually with adjoining surfaces, either light-on-dark or dark-on-light. The material used to provide contrast shall be an integral part of the walking surface. The domes may be constructed in a variety of methods, including cast-in-place or stamped, or may be part of a prefabricated surface treatment. 11.Curb ramps shall be located or protected to prevent their obstruction by parked vehicles. G. RAMPS (EXTERIOR OR INTERIOR) 1. Any path of travel shall be considered a ramp if its slope is greater than one unit vertical in 20 units horizontal (5 percent slope). 2. The maximum slope of a ramp shall be one unit vertical in 12 units horizontal (8.33 percent slope). The maximum rise for any run shall be 30 inches. The least possible slope shall be used for any ramp. 3. The cross slope of ramp surfaces shall be no greater than one unit vertical in 50 units horizontal (2 percent slope). 4. Ramps shall have a minimum clear width of 48 inches, unless required to be wider by some other provision of this code. 5. Ramps serving entrances to buildings where the ramp is the only exit discharge path and it serves an occupant load of 300 or more shall have a minimum clear width of 60 inches. 6. Level landings shall be provided at the top and bottom of each ramp. 7. Intermediate landings shall be provided at intervals not exceeding 30 inches of vertical rise and at each change of direction. 8. Top landings shall be not less than 60 inches wide and shall have a length of not less than 60 inches in the direction of ramp run. Landings at the bottom of ramps shall have a dimension in the direction of ramp run of not less than 72 inches. 9. Doors in any position shall not reduce the minimum dimension of the landing to less than 42 inches and shall not reduce the required width by more than 3 inches when fully open. 10.Doors at ramp landings shall comply with the maneuvering clearance requirements of Section 11B-405.7 11.All ramp landings shall be level with maximum slope in any direction not to exceed one unit vertical in 50 units horizontal (2 percent slope). 12.At bottom and intermediate landings, the width shall be at least the same as required for the ramp. 13.Intermediate and bottom landings at a change of direction in excess of 30 degrees shall have a dimension in the direction of ramp run of not less than 72 inches to accommodate the handrail extension. 14.Other intermediate landings shall have a dimension in the direction of ramp run of not less than 60 inches. 15.Handrails are required on ramps that provide access if the ramp slope exceeds one unit vertical in 20 units horizontal (5 percent slope), except that at exterior door landings, handrails are not required on ramps less than 6 inches rise or 72 inches in length 16.Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34 to 38 inches above the ramp surface to the top of the handrails, shall extend a minimum of 1 foot beyond the top and bottom of the ramp, and shall be parallel with the floor or ground surface. Handrails shall always be continuous and the ends of handrails shall be either rounded or returned smoothly to the floor, wall or post. 17.The grip portion of handrails shall be not less than 1-1/4 inches nor more than 1-1/2 inches in cross sectional nominal dimension, or the shape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp corners. Handrails shall not rotate within their fittings. 18.Handrail projecting from a wall shall have a space of 1-1/2 inches between the wall and the handrail. a) Handrails may be located in a recess if the recess is a maximum of 3 inches deep and extends at least 18 inches above the top of the rail. b) Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8 inch. c) Handrails may project into the required clear width a distance of 3 1/2 inches maximum from each side of a ramp at the handrail height. 19.In existing buildings or facilities where the extension of the handrail in the direction of the ramp run would create a hazard, the extension may be turned 90 degrees to the run of the ramp. 20.Where the ramp surface is not bounded by a wall, or where handrails &/or guards are attached to the ramp surface with posts or similar elements, provide “continuous and uninterrupted barriers” along the length of the ramp in compliance with one of the following requirements. a) A guide curb a minimum of 2 inches in height above the ramp surface; OR b) A wheel guide rail centered 3 inches, plus or minus 1 inch above the ramp surface. 21.Ramps more than 30 inches above the adjacent ground shall be provided with guards that comply with Section 1013. Such guards shall be continuous from the top of the ramp to the bottom of the ramp. H. ENTRANCES & EXITS Exit, is defined as "that portion of a means of egress system which is separated from other interior spaces of a building or structure by fire-resistance-rated construction and opening protectives as required to provide a protected path of egress travel between the exit access and the exit discharge. Exits include exterior exit doors at the level of exit discharge, vertical exit enclosures, exit passageways, exterior exit stairways, exterior exit ramps and horizontal exits." Public Way, is defined as "a street, alley or other parcel of land open to the outside air leading to a street, that has been deeded, dedicated or otherwise permanently appropriated to the public for public use and which has a clear width and height of not less than 10 feet.” 1. All entrances and exterior ground floor exit doors to buildings and facilities shall be made accessible to persons with disabilities. 2. Revolving doors shall not be used as a required entrance for persons with disabilities. 3. During periods of partial or restricted use of a building or facility, the entrances used for primary access shall be accessible to and usable by persons with disabilities. 4. Recessed doormats shall be adequately anchored to prevent interference with wheelchair traffic. 5. All gates, including ticket gates, shall meet all applicable accessibility specifications of doors. 6. Every required exit doorway shall be capable of opening at least 90 degrees, shall have a minimum clear opening of 32 inches, and shall be of a size as to permit the installation of a door not less than 3 feet in width and 6 feet 8 inches in height. 7. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway, shall provide a minimum of 48 inches of clear space from any door opening into such vestibule when the door is positioned at an angle of 90 degrees from its closed position. Doors in a series shall swing either in the same direction or away from the space between the doors. I. DOORS 1. Door handles, pulls, latches, locks, and other operating devices on doors required to be accessible shall not require tight grasping, tight pinching or twisting of the wrist to operate. Manually operated bolts or surface bolts are not permitted. The unlatching of any door or leaf shall not require more than one operation. 2. Latching and locking doors that are hand activated and which are in a path of travel shall be operable by lever- type hardware, panic bars, push-pull activating bars, U-shaped handles, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. 3. Hand-activated door opening hardware shall be minimum 34 inches height abve the floor. 4. When installed, doorways shall have a minimum clear opening of 32 inches with the door open 90 degrees. 5. For hinged doors, the opening width shall be measured with the door positioned at an angle of 90 degrees from its closed position. 6. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32 inches with the leaf positioned at an angle of 90 degrees from its closed position. 7. When an automatic or power assisted door operator is utilized to operate a pair of doors, at least one of the doors shall provide a clear, unobstructed opening width of 32 inches with the door positioned at an angle of 90 degrees from its closed position. 8. The floor or ground area within the required clearances shall be level and clear. 9. There shall be a level and clear floor or landing on each side of a door. The level area shall have a length in the direction of door swing of at least 60 inches and the length opposite the direction of door swing of 48 inches as measured at right angles to the plane of the door in the closed position. 10. The width of the level area on the side to which the door swings shall extend 24 inches past the strike edge of the door for exterior doors and 18 inches past the strike edge for interior doors. Where the plane of the doorway is offset or located in an alcove a distance more than 8 inches measured from the plane of the doorway to the face of the wall, the door shall be provided with 60 inches maneuvering clearance for front approach.. 11.Provide clear space of 12 inches past strike edge of the door on the opposite side to which the door swings if the door is equipped with both a latch and a closer. 12.The floor or landing shall be not more than ½ inch lower than the threshold of the doorway. Change in level between ¼ inch and ½ inch shall be beveled with a slope no greater than one unit vertical in 2 units horizontal. 13.The bottom 10 inches of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. 14.The maximum force required to push or pull open a door shall comply with the following. Push or pull force for a hinged door shall be measured perpendicular to the door face at the door opening hardware or 30 inches from the hinged side, whichever is farther from the hinge. Push or pull force for a sliding or folding door shall be measured parallel to the door at the door pull or latch. Compensating devises or automatic door operators may be used to meet the maximum force limits. a. Required fire doors shall have the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 lbf. b. Other than required fire doors, interior doors shall have a maximum opening force of 5 lbf. c. Other than required fire doors, exterior doors shall have a maximum opening force of 5 lbf. 15.When the door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the leading edge of the door. 16.Where a gate is used, the bottom of the gate shall be within 3 inches of the surface of the path of travel. The surface of the gate on each side shall be smooth to present no hazard to persons with disabilities using the gate and shall be structurally adequate to allow it to be opened with the wheelchair foot pedals. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 0 : 5 5 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.033 DISABLED ACCESS NOTES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" ACCESIBILITY NOTES SITE1- B 01/18/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 J. FLOORS AND LEVELS Level area is defined as "a specified surface that does not have a slope in any direction exceeding one unit vertical in 50 units horizontal (2 percent slope). 1. In buildings and facilities, floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps or passenger elevators. 2. Ground and floor surfaces along accessible routes and in accessible rooms and spaces, including floors, walks, ramps, stairs, and curb ramps, shall be stable, firm, and slip-resistant. 3. Changes in level up to ¼ inch may be vertical and without edge treatment. 4. Changes in level between ¼ inch and ½ inch shall be beveled with a slope no greater than one unit vertical in 2 units horizontal (50 percent slope). 5. Changes in level greater than ½ inch shall be accomplished by means of a curb ramp, ramp, or elevator. 6. If carpet or carpet tile is used on a ground or floor surface, then it shall be securely attached; have a firm cushion, pad or backing or no cushion or pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. The maximum pile height shall be ½ inch. Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire length of the exposed edge. 7. If gratings are located on floors, then they shall have spaces no greater than ½ inch wide in one direction. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. K. CORRIDORS & AISLES 1. Every corridor and hallway serving an occupant load of 10 or more shall not be less than 44 inches in width. 2. Corridors and hallways serving an occupant load of less than 10 shall not be less than 36 inches in width. 3. Corridors and hallways that are located on an accessible route and exceed 200 feet in length shall have a minimum clear width of 60 inches. If an accessible route has less than 60 inches clear width, then passing spaces at least 60 inches by 60 inches shall be located at intervals of 200 feet maximum. A “T” intersection of two corridors or walks is an acceptable passing place. 4. Circulation aisles and pedestrian ways shall be sized according to functional requirements and in no case shall be less than 36 inches in clear width. 5. Every portion of every building in which are installed seats, tables, merchandise, equipment, or similar materials shall be provided with aisles leading to an exit. 6. Every aisle shall be not less than 36 inches wide if serving only one side, and not less than 44 inches wide if serving both sides. L. HAZARDS AND PROTRUDING OBJECTS 1. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimension, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by warning curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. 2. When a guard or handrail is provided, no curb is required when a guide rail is provided centered 3 inches plus or minus 1 inch above the surface of the walk or sidewalk, the walk is 5 percent or less gradient or no adjacent hazard exists. 3. Objects projecting from walls with their leading edges between 27 inches and 80 inches above the finished floor shall protrude no more than 4 inches into walks, halls, corridors, passageways, or aisles. 4. Objects mounted with their leading edges at or below 27 inches above the finished floor may protrude any amount into walks, halls, corridors, passageways, or aisles. 5. Freestanding objects mounted on posts or pylons may overhang 12inches maximum from 27 inches to 80 inches above the ground or finished floor. 6. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. 7. Walks, halls, corridors, passageways, aisles, or other circulation spaces shall have 80 inches minimum clear headroom. 8. Any obstruction that overhangs a pedestrian way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. 9. Where a guy support is used parallel to a path of travel, including, but not limited to sidewalks, a guy brace, sidewalk guy or similar device shall be used to prevent an overhanging obstruction as defined. 10.If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings, or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36 inches wide. M. STAIRWAYS Stair is defined as a change in elevation, consisting of one or more risers. 1. Stairways shall have handrails on each side. 2. The top of handrail gripping surface shall be mounted 34 to 38 inches above the nosing of the treads. 3. Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. At the top, the extension shall be parallel with the floor or ground surface. At the bottom, the handrail shall continue to slope for a distance of the width of one tread from the bottom riser; the remainder of the extension shall be horizontal. 4. Ends shall be returned smoothly to floor, wall or post. 5. The handgrip portion of handrails shall be not less than 1-1/4 inches or more than 1-1/2 inches in cross- sectional nominal dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Gripping surfaces (top or sides) shall be uninterrupted by newel posts, other construction elements, or obstructions. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8 inch. 6. The orientation of at least one handrail shall be in the direction of the run of the stair and perpendicular to the direction of the stair nosing, and shall not reduce the minimum required width of stairs. 7. Handrails projecting from a wall shall have a space of 1-1/2 inches between the wall and the handrail. Handrails may be located in a recess if the recess is a maximum of 3 inch deep and extends at least 18 inches above the top of the rail. Handrails shall not rotate in their fittings. 8. Interior stairs shall have the upper approach and lower tread marked by a stripe providing clear visual contrast. Exterior stairs shall have the upper approach and all treads marked by a stripe providing clear visual contrast. The stripe shall be a minimum of 2 inches wide to a maximum of 4 inches wide placed parallel to, and not more than 1 inch from, the nose of the step or upper approach. The stripe shall extend the full width of the step or upper approach and shall be of material that is at least as slip resistant as the other treads of the stair. A painted stripe shall be acceptable. 9. Stair treads shall be no less than 11 inches deep, measured from riser to riser. Stair riser heights shall be 7 inches maximum and 4 inches minimum. On any given flight of stairs, all steps shall have uniform riser height and uniform tread widths. 10.All tread surfaces shall be slip-resistant. Weather exposed stairs and their approaches shall be designed so that water will not accumulate on the walking surfaces. Treads shall have smooth, rounded, or beveled exposed edges. 11.Risers shall be solid and shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees from the vertical. Open risers are not permitted. 12.The radius of curvature at the leading edge (nosing) of the tread shall be no greater than ½ inch. Beveling of nosings shall not exceed ½ inch. Nosings shall not project more than 1-1/4 inches past the face of the riser below. Nosings that project beyond risers shall have the underside of the leading edge beveled at an angle not more than 30 degrees from the vertical. The transition from the nosing to the riser shall be free of abrupt edges. All projections shall be of uniform size, including nosings at landings. 13.Tactile floor identification signs shall be located at each floor level landing in all enclosed stairways in buildings two or more stories in height to identify the floor level. At exit discharge level, the sign shall include a raised five- pointed star located to the left of the identifying floor level. The outside diameter of the star shall be the same as the height of the raised characters. 14. Provide guardrail barrer below the stair where vertical vertical is less than 80 inches high. The leading edge of guardrail or barrier shall be 27" maximum above finish floor. Refer to detail 2/-. N. CONTROLS & OPERATING MECHANISMS 1. Controls and operating mechanisms in accessible spaces, along accessible routes or as part of accessible elements and those in Section 1.9.1 are required to be accessible. 2. Clear floor space complying with Section 1118B.4 that allows a forward or parallel approach by a person using a wheelchair shall be provided at controls, dispensers, receptacles, and other operable equipment. 3. The highest and lowest operable part of all controls, dispensers, receptacles, and other operable equipment shall be placed within one of the reach ranges specified in Sections 11B-205 4. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, punching, or twisting of the wrist. The force required to activate controls shall be no greater than 5 pounds. 5. For accessible lavatories, faucet controls and operating mechanisms shall be operable with one hand and shall not require grasping, pinching, or twisting of the wrist. The force required to active faucet controls and operating mechanisms shall be no greater than 5 lbf. Lever-operated, push-type, and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. O. SPACE ALLOWANCE & REACH RANGES 1. The minimum clear floor or ground space required to accommodate a single, stationary wheelchair and occupant is 30 inches by 48 inches. The minimum clear floor or ground space for wheelchairs may be positioned for forward or parallel approach to an object. Clear floor or ground space for wheelchairs may be a part of the knee space required under some objects. 2. One full-unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair clear floor space. If a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. 3. The space required for a wheelchair to make a 180-degree turn is a clear space of 60 inches diameter or a T-shaped space. 4. The minimum clear width required for a wheelchair to turn around an obstruction shall be 36 inches minimum where the obstruction is 48 inches or more in length; 42 inches minimum where the obstruction is less than 48 inches in length. 5. The minimum clear width for single wheelchair passage shall be 32 inches at a point and 36 inches continuously. 6. The minimum width for two wheelchairs to pass is 60 inches. 7. If the clear floor space only allows forward approach to an object, the maximum high forward reach allowed shall be 48 inches. The minimum low forward reach is 15 inches. 8. If the clear floor space allows parallel approach by a person in a wheelchair, the maximum high side reach allowed shall be 54 inches and the low side reach shall be no less than 9 inches above the floor Q. FIXED OR BUILT-IN SEATING, TABLES & COUNTERS 1. Where fixed or built-in seating, tables, or counters are provided in accessible public use or common use areas, five percent but never less than one must be accessible. 2. If seating spaces for persons in wheelchairs are provided at fixed tables or counters, clear floor space shall be provided. Such clear floor space shall not overlap knee space by more than 19 inches. 3. If seating for persons in wheelchairs is provided at fixed tables or counters, knee spaces at least 27 inches high, 30 inches wide, and 19 inches deep shall be provided. 4. The tops of tables and counters shall be 28 inches to 34 inches from the floor or ground. 5. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller windows or a retail sales counter with multiple cash register stations, at least 5 percent, but never less than one of each type of station shall be located at a section of counter that is at least 36 inches long and no more than 28 to 34 inches high. R. SIGNS & IDENTIFICATION California’s standards for signage are more stringent than Section 4.30 of the ADA Standards for Accessible Design. (1117B.5) The International Symbol of Accessibility shall be the standard used to identify facilities that are accessible to and usable by physically disabled persons as set forth in Title 24 and as specifically required in this Section. (1117B.5.8.1, Fig 11B-6) 1. The International Symbol of Accessibility shall consist of a white figure on a blue background. 2. All building and facility entrances that are accessible to and usable by persons with disabilities and at every major junction along or leading to an accessible route of travel shall be identified with a sign displaying the International Symbol of Accessibility and with additional directional signs to be visible to persons along approaching circulation paths. 3. Where permanent identification signs are provided for rooms and spaces of a building or site, raised characters shall be provided and shall be accompanied by Braille. Signs shall be installed on the wall adjacent to the latch outside of the door. Where there is no wall space on the latch side, including at double leaf doors, signs shall be placed on the nearest adjacent wall, preferably on the right. Mounting height shall be 60 inches above the finished floor to the centerline of the sign. Mounting location shall be determined so that a person may approach within 3inches of signage without encountering protruding objects or standing within the swing of a door. S. ELECTRICAL 1. The highest operable part of all controls, dispensers, receptacles and other operable equipment shall be installed at an accessible location meeting the clearances and reach range requirements 2. Controls and switches intended to be used by the occupant of the room or area to control lighting and receptacle outlets, appliances, or cooling, heating, and ventilating equipment, shall be located no more than 48 inches measured from the top of the outlet box nor less than 15 inches measured from the bottom of the outlet box to the level of the finish floor or working platform. 3. Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located no more than 48 inches measured from the top of the receptacle outlet box or receptacle housing nor less than 15 inches measured from the bottom of the receptacle outlet box or receptacle housing to the level of the finish floor or working platform T. NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED NOTE: If emergency warning systems are provided, they shall include both audible alarms and visual alarms complying with NFPA 72 1. Approved notification appliances for the hearing and visually impaired shall be installed in accordance with the provisions of NFPA 72 in the following areas: a) Restrooms b) Corridors c) Music practice rooms d) Band rooms e) Gymnasiums f) Multipurpose rooms g) Occupational shops h) Occupied rooms where ambient noise impairs hearing of the fire alarm i) Lobbies j) Meeting rooms k) Any other area for common use I REDUCED VERTICAL CLEARANCE SCALE : 1/2" = 1'-0" 27 " M A X . 80 " M I N . © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 0 : 5 8 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.034 DISABLED ACCESS NOTES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" ACCESIBILITY NOTES SITE - CONT.11 B 01/18/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check SCALE:1/2" = 1'-0" GUARDRAIL DETAIL @ VERTICAL CLEARANCE2I 1/7/25 A. ELEVATORS NOTE: In buildings two or more stories in height, served by an elevator, or a building served by an elevator required by Chapter 11A or 11B or a building served by an elevator required for accessibility by Section 11A or 11B, all elevators provided shall accommodate a wheelchair. 1. In buildings two or more stories in height, served by an elevator, or a building served by an elevator required by chapter 11B, each full passenger elevator shall comply with this chapter. The following exceptions may be exercised if applicable to your project. 2. Passenger elevators shall be located on a major accessible route and provisions shall be made to ensure that they remain accessible and usable at all times the building is occupied. 3. The car inside shall allow for the turning of a wheelchair. The minimum clear distance between walls or between wall and door, excluding return panels, shall be not less than 80" by 54" for center- opening doors, and 68" by 54" for side-slide opening doors. Minimum distance from wall to return panel shall be not less than 51". Where elevators in buildings four or more stories above, or four or more stories below grade plane, at least one elevator shall accommodate an open stretcher in a horizontal position 24” x 84” with not less than 5” radius corners 4. Minimum clear width for elevator doors shall be 36". 5. Provide the following note(s) or detail(s) on the plans: a) A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the inside surface at least 1-1/2" clear of the walls at a nominal height between 31" and 33" above the floor. 32" is required to reduce interference with car controls where the lowest button is centered at 35" above floor. b) The centerline of elevator floor buttons shall be no higher than 54" above the finish floor for side approach and 48” for front approach. Where possible a 48” maximum height for elevator floor buttons is preferred. c) Floor buttons shall be provided with visual indications to show when each call is registered. The visual indicators shall be extinguished when each call is answered. d) Except for photo electric tube by-pass switches, emergency controls, including the emergency stop and alarm, shall be grouped in or adjacent to the bottom of the panel and shall be no lower than 2'-11" from the floor. For multiple controls only, one set must comply with these height requirements. e) The centerline of the hall call buttons shall be 3'-6" above the floor. The buttons shall be a minim um of 3/4" in size and shall be raised 1/8" + 1/32" above the surrounding surface. Visual indication shall be provided to show each call registered and extinguished when answered. Objects adjacent to and below hall call buttons shall not project more than 4" from the wall. f) The emergency telephone handset shall be positioned no higher than 4'-0” above the floor, and the handset cord shall be a minimum of 2'-5" in length. 6. Provide the following note(s) on the plans: a) If the telephone system is located in a closed compartment, the compartment door hardware shall be of the lever, type of lock or latch. Emergency intercommunication shall not require voice communication. b) A visual car position indicator shall be provided above the car control panel or over the door to show the position of the elevator in the hoist way. As the car passes or stops at a floor served by the elevators, the corresponding numerals shall illuminate, and an audible signal shall sound. c) Numerals shall be a minimum of 1/2" in height. d) An audible verbal announcement or signal shall sound to tell passengers that the car is stopping or passing a floor served by the elevator. The audible signal shall be no less than 20 decibels with a frequency no higher than 1500 Hz. e) The minimum illumination at the car controls, threshold, and the landing when the car and landing doors are open shall not be less than 5 foot-candles. 7. Identification for the visually impaired shall be as follows: a) Passenger elevator car controls shall have a minimum dimension of 3/4" and shall be raised 1/8" + 1/32" above the surrounding surface. b) Control buttons shall be illuminated, shall have square shoulders, and shall be activated by a mechanical motion that is detectable. c) All control buttons shall be designated by a 5/8" minimum, Arabic numeral, standard alphabet character, or standard symbol immediately to the left of the control button. d) A Braille symbol shall be located immediately below the numeral, character, or symbol. e) A minimum clear space of 3/8" or other suitable means of separation shall be provided between rows of control buttons. f) The raised character shall be white on a black background. g) Controls and emergency equipment identified by raised symbols shall include, but not be limited to, “door open”,” door close”, “alarm bell”, “emergency stop”, and” telephone”. h) The call button for the main entry floor shall be designated by a raised star at the left of the floor designation. 8. A visual and audible signal shall be provided at each hoist way entrance indicating to the prospective passenger the car answering the call and its direction of travel as follows: a) The visual signal for each direction shall be a m inimum of 2-1/2" high by 2-1/2" wide, and visible from the proximity of the hall call button. b) The audible signal shall sound once for the “up” direction and twice for the “down” direction or shall have verbal communicators that say “up” or “down”. c) The centerline of the fixture shall be located a minimum of 6' in height from the lobby floor. d) The use of in-car lanterns, located in or on the car door jambs, visible from the proximity of the hall call button e) The use of arrow shapes is preferred for visible signals. 9. Passenger elevator landing jambs on all elevator floors shall have the number of the floor on which the jamb is located designated by raised characters that are a minimum of 2" in height and contracted grade 2 Braille, located 60" on center from the floor on the jamb panels on both sides of the door so that they are visible from within the elevator. On the grade level, a raised five-pointed star shall be placed to the left of the raised character. The outside diameter of the star shall be 2”. Braille shall be placed below the corresponding raised characters. 10.Power-operated horizontally sliding car and hoist way doors opened and closed by automatic means shall be provided. 11.Doors closed by automatic means shall be provided with a door reopening device which will function to stop and reopen a car door and adjacent hoist way door in case the car door is obstructed while closing. This reopening device shall also be capable of sensing an object or person in the path of the closing door without requiring contact for activation at a normal 5" and 29" above the floor. Door reopening devices shall remain effective for a period of not less than 20 seconds. After such an interval the doors may close in accordance with the requirements of ASME 17.1. PLAN ACCESSIBLE ELEVATORS 4. (36") * (5 1 " ) * * * (5 4 " ) (68") ** 12 9 1 M M M I N 13 7 0 M M M I N 1730MM MIN. PLATFORM CAR DOORWALL 1. AS PUBLISHED IN THE, 2022 CBC 11B-407 2. THIS DRAWING IS FOR INFORMATION PURPOSES ONLY AND NOT FOR CONSTRUCTION. NOTES: 3. DO NOT SCALE DRAWINGS. 915MM MIN MIN. DIMENSIONS OF ELEVATOR CAR WITH OFFSET DOOR CONTRACTORS NOTE: SUBMIT ELEVATOR SHOP DRAWING TO ARCHITECT'S REVIEW AND APPROVAL * 42" MIN FOR GURNEY COMPLIANCE ELEVATOR ** 80" MIN FOR GURNEY COMPLIANCE ELEVATOR *** 65" MIN FOR GURNEY COMPLIANCE ELEVATOR PLAN 4. (42") * (5 4 " ) (5 1 " ) (80") 13 7 0 M M M I N 12 9 1 M M M I N 2030MM MIN. PLATFORM CAR DOORWALL 1. AS PUBLISHED IN THE, 2022 CBC 11B-407 2. THIS DRAWING IS FOR INFORMATION PURPOSES ONLY AND NOT FOR CONSTRUCTION. NOTES: 3. DO NOT SCALE DRAWINGS. 1066MM MIN CONTRACTORS NOTE: SUBMIT ELEVATOR SHOP DRAWING TO ARCHITECT'S REVIEW AND APPROVAL ACCESSIBLE ELEVATORS MIN. DIMENSIONS OF ELEVATOR CAR WITH CENTERED DOOR I © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 1 : 0 0 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.035 DISABLED ACCESS NOTES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" ACCESIBILITY NOTES & DETAILS - ELEVATORS1 B 01/18/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check 1/7/25 A. GROUP R OCCUPANCIES 1. Hotels, motels, inns, dormitories, resorts, homeless shelters, halfway houses, transient group homes, and similar places of transient lodging shall provide access for persons with disabilities in accordance with the provisions of the accessibility requirements of California Building Code 2. Accessible guest rooms or suites shall be dispersed among the various classes of sleeping accommodations to provide a range of options applicable to room sizes, costs, amenities provided, and the number of beds provided. 3. Where provided as part of an accessible unit, sleeping room or suite, the following spaces shall be accessible and shall be on an accessible route a) The living area. b) The dining area. c) At least one sleeping area. d) Patios, terraces or balconies. e) Where full bathrooms are provided, at least one full bathroom (that is, one with a water closet, a lavatory and bathtub or shower). f) Where only half baths are provided, at least one half bath. g) Carports, garages or parking spaces. 4. Guest rooms and suites shall be on an accessible route. An accessible route shall also connect all accessible spaces and elements, including telephones, within the unit, sleeping room or suite. 5. Doors and doorways designed to allow passage into and within all sleeping rooms, suites or other covered units. 6. Accessible sleeping rooms shall have a 36" clear width maneuvering space located along both sides of a bed, except that where two beds are provided, this requirement can be met by providing a 36" wide maneuvering space located between the beds. 7. In addition, there shall be a clear space under the bed for the use of a personal lift device. The clear space shall be on a long side of the bed adjacent to an accessible aisle. The clear space shall extend horizontally to points not more than 12 inches each end of the bed, vertically not less than 7 inches, and not less than 30 inches deep. 8. When accommodations are provided with kitchens, kitchenettes, wet bar units or similar amenities, they shall be accessible 9. Fixed or built-in storage facilities located within accessible sleeping rooms or suites shall be accessible 10.Required accessible bathrooms for places of transient lodging shall comply with the following provisions: a) Doors to accessible bathrooms shall not swing into the floor space required for any fixture. b) All fixtures and controls shall be on an accessible route. There must be within the bathroom a clear floor space measuring 30" by 60". The clear floor spaces at fixtures and controls, the accessible route, and the turning space may overlap. 11.In addition to those accessible sleeping rooms and suites required, additional sleeping rooms and suites shall be provided with the following features as follows: a) Visible alarms shall be provided and shall comply with NFPA 72 b) Visual notification devices shall also be provided in units, sleeping rooms and suites to alert room occupants of incoming telephone calls and a door knock or bell. Notification devices shall not be connected to visual alarm signal appliances. c) Permanently installed telephones shall have volume controls complying with Section 1117B.2.8; an accessible electrical outlet within 48" of a telephone connection shall be provided to facilitate the use of a text telephone. 12.Public and common use rooms and similar areas shall be made accessible to persons with disabilities. B. BATHING AND SHOWER FACILITIES 1. Where separate facilities are provided for persons of each sex, these facilities shall be accessible to persons with disabilities. Where unisex facilities are provided, these facilities shall be accessible to persons with disabilities. 2. Where facilities are to be used solely by small children, the specific heights and clearances may be adjusted to meet their accessibility needs. C. TOILET FACILITIES 1. Multiple-accommodation toilet facilities shall have the following: a) A clear space measured from the floor measured to a height of 27” above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60” in size. Other than the door to the accessible water closet compartment, a door, in any position, may encroach into this space by not more than 12” (305 mm). b) Doors shall not swing into the clear floor space required for any fixture. Doors may swing into that portion of maneuvering space which does not overlap the fixture’s required clear floor space. c) Provide a minimum of one accessible water closet. At least 5% of lavatories, but not less than one lavatory, shall be accessible d) Accessible water closets shall comply with the following: i. The compartment shall be a minimum of 60” wide. ii. Side opening door, either in-swinging or out- swinging, a minimum of 60” wide and 60” deep maneuvering space shall be provided in front of the water closet. iii. End opening door (facing the water closet), either in-swinging or out-swinging, a minimum of 60” wide and 48” deep maneuvering space shall be provided in front of the water closet. The door shall be located in front of the clear floor space and diagonal to the water closet, with a minimum stile width of 4”. iv. The water closet compartment shall be equipped with a door that has an automatic- closing device, and shall have a clear, unobstructed opening width of 32” when located at the end and 34” when located at the side with the door positioned at an angle of 90° from its closed position. v. The inside and outside of the compartment door shall be equipped with a loop or U- shaped handle immediately below the latch. The latch shall be flip-over style, sliding or other hardware not requiring the user to grasp or twist. Except for door-opening widths, a clear, unobstructed access of not less than 44” shall be provided to water closet compartments designed to use by persons with disabilities. e) Where six or more compartments are provided within a multiple-accommodation toilet room, in addition to the water closet and compartment required by items 3 and 4 above, provide at least one ambulatory accessible compartment. The ambulatory accessible compartment shall be 36” wide with an outward swinging self-closing door and parallel grab bars f) Toilet rooms shall have a stable, firm, slip resistant surface. 2. Single accommodation toilets facilities shall have the following: a) There shall be sufficient space in the toilet room for a wheelchair measuring 30” wide by 48” long to enter the room and permit the door to close. There shall be in the room a clear floor space of at least 60” in diameter, or a T-shaped space complying with Figure 11B-12 (a) and (b). No door shall encroach into this space for more than 12”. b) Doors shall not swing into the clear floor space required for any fixture. Doors may swing into that portion of maneuvering space which does not overlap the fixture’s required clear floor space. c) Provide one accessible water closet. A minimum 60” wide by 48” deep maneuvering shall be provided in front of the water closet. d) All doors, fixtures and controls shall be on an accessible route. The minimum clear width of accessible route shall be 36”except at doors e) Toilet room floors shall have a stable, firm, slip resistant surface. f) The entrance door shall contain a privacy latch D. ACCESSIBLE FIXTURES 1. Water closets required to be accessible shall comply with the following: a) The centerline of the water closet fixture shall be 18” from the side wall or partition. On the other side of the water closet, provide a minimum of 28”wide clear floor space if the water closet is adjacent to a fixture or a minimum of 32” wide clear floor space if the water closet is adjacent to a wall or partition. This clear floor space shall extend from the rear wall to the front of the water closet. b) Provide clear floor space and maneuvering space at accessible water closets i. Where a water closet is not within a water closet compartment, clear floor space around the water closet shall be 60” minimum measured perpendicular from the side wall closest to the water closet and 56”minimum measured perpendicular from the rear wall. ii. Where a wall mounted water closet is installed within an accessible water closet compartment, clear floor space around the water closet shall be 60” minimum measured perpendicular from the side wall closest to the water closet and 56” minimum measured perpendicular from the rear wall. Where a floor mounted water closet is installed within an accessible water closet compartment, clear floor space around the water closet shall be 60” minimum measured perpendicular from the side wall and 59” minimum measured perpendicular from the rear wall. iii. Where a water closet is installed within an accessible water closet compartment with an in-swinging door, a minimum 60” wide by 36” deep maneuvering space shall be provided in front of the clear floor space required Grab bars for water closets not located within a compartment shall be provided on the side wall closest to the water closet and on the rear wall. Grab bars for water closets located within an accessible compartment shall be provided on the side wall closest to the water closet and on the rear wall. Grab bars for water closets located within ambulatory accessible compartments shall be provided on both sides of the compartments. Grab bars shall not project more than 3” into the required clear floor space. i. The side grab bar shall be 42” long minimum, located 12” maximum from the rear wall and extend 54” minimum from the rear wall with the front end positioned 24” minimum in front of the water closet. The side grab bar shall be securely attached and centered 33” above and parallel to the floor. ii. The rear grab bar shall be 36” long minimum and extend from the centerline of the water closet 12” minimum on one side and 24” minimum on the other side. The rear grab bar shall be securely attached and centered 33” above and parallel to the floor, except that where a tank-type toilet is used which obstruct placement at 33”, the grab bar may be as high as 36” and the space between the grab bar and the top of the tank shall be 1- 1/2” minimum. c) The height of accessible water closets shall be a minimum of 17” and a maximum of 19” measured to the top of a maximum 2” high toilet seat. Exception: A 3” high seat shall be permitted only in alterations where the existing fixture is less than 15” high. d) Controls shall be operable with one hand and shall not require tight grasping, pinching or twisting. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44” above the floor. The force required to activate controls shall be no greater than 5 pounds-force. e) Automatic spring to lifted position seats are not allowed. 2. Urinals required to be accessible shall comply with this subsection: a) Urinals shall be floor mounted, stall-type or wall hung. Where one or more wall-hung urinals are provided, at least one with an elongated rim projecting a minimum of 14” from the wall and a maximum of 17” from the wall and a maximum of 17” above the floor shall be provided. b) Flush controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist and shall be mounted no more than 44” above the floor. The force required to activate controls shall be no greater than 5lbf. Electronic automatic flushing controls are acceptable and preferable. c) Where urinals are provided, at least on shall have a clear floor space 30” by 48” in front of the urinal to allow forward approach. 3. Lavatory fixtures, vanities and built-in lavatories shall comply with this subsection: a) Faucet controls and operating mechanisms shall be operable with one hand in accordance with this chapter and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be not greater than 5 pound-force. Lever-operated, push type and electronically controlled mechanisms (preferable) are examples of acceptable designs. Self-closing valves are allowed if the faucet remains open for at least ten seconds. b) Lavatories, when located adjacent to a side wall or partition, shall be a minimum of 18” to the centerline of the fixture. All lavatories that are designated to be accessible shall be a minimum of 17” in horizontal depth and mounted with the rim or counter edge no higher than 34” above the finished floor and with vertical clearance measured from the bottom of the apron or the outside bottom edge of the lavatory of 29” reducing to 27” at a point located 8” back from the front edge. In addition a minimum 9-inch-high toe clearance must be provided extending back toward the wall to a distance no more than 6” from the back wall. The toe clearance space must be free of equipment or obstructions. c) A clear floor space 30” by 48” shall be provided in front of a lavatory to allow forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend a maximum of 19” into knee and toe space underneath the lavatory. d) Hot water and drain pipes accessible under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 4. Showers required to be accessible shall comply with this subsection following: a) Accessible showers shall comply with one of the following: i. Roll-in shower 60” minimum in width between wall surfaces and 30” minimum in depth with a full opening width on the long side. ii. Alternate roll-in shower 60” minimum in width between wall surfaces and 36” in depth with an entrance opening width of 36” minimum. iii. Alternate roll-in shower with optional enclosure 60” minimum in width between wall surfaces and 36”in depth as long as the entrance opening width is a minimum 36”. b) Thresholds in roll-in type showers shall be 1/2” high maximum. c) Where, within the same functional area, two or more accessible showers are provided, there shall be at least one shower constructed opposite hand from the other or others. (That is, one left- hand controls versus right-hand controls) d) Water controls shall be of a single-lever design, operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 lbf. The centerline of the controls shall be located 39” to 41” above the shower floor: i. Controls in a 60” minimum by 30” minimum roll-in shower shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19” and no more than 27” from the seat wall ii. Controls in a 60” minimum by 36” alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19” and no more than 27” from the seat wall iii. Controls in a 60” minimum by 36” minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of 19” and no more than 27” from the seat wall 5. A flexible hand-held sprayer unit with a hose at least 60” long that can be used both as a fixed shower head and as a hand-held shower shall be provided. This unit shall be mounted such that the top of the mounting bracket is at a maximum height of 48” above the shower floor. a) The hand-held sprayer unit in a 60” minimum by 30”minimum roll-in shower shall be located on the back wall of the compartment adjacent to the seat and the centerline of the unit shall be no more than 27”from the seat wall b) The hand-held sprayer unit in a 60” minimum by 36”alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the unit shall be 18” from the seat wall c) The hand-held sprayer unit in a 60” minimum by 36”minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the unit shall be no more than 27” from the seat wall. 6. Except within guest rooms and suites in hotels, m otels and similar transient lodging establishments, where accessible shower facilities are provided in areas subject to excessive vandalism, in lieu of providing the fixed flexible hose, two wall-mounted shower heads shall be installed. Each shower head shall be installed so that it can be operated independently of the other and shall have swivel angle adjustments, both vertically and horizontally. One shower head shall be located at a height of 48” above the floor. 7. The maximum slope of the floor shall be 2% in any direction. Where drains are provided, grate openings shall be a maximum of 1/4” and located flush with the floor surface. 8. Shower accessories shall include: a) A folding seat mounted 18” above the floor, and with a minimum space of 1” and maximum space of 1-1/2”allowed between the edge of the seat and any wall. When folded, the seat shall not extend more than 6”from the mounting wall. b) Grab bars shall be mounted between a minimum of 33” and a maximum of 36” above the shower floor with an L-shaped grab bar mounted on walls opposite and adjacent to the front edge of the seat, but not extended to include that portion of wall over the seat. c) When a soap dish is provided, it shall be located on the control wall at a maximum height of 40” above the shower floor, and within reach limits from the seat. d) Enclosures, when provided for shower compartments, shall not obstruct controls or obstruct transfer from wheelchairs onto shower seats. E. IDENTIFICATION SYMBOLS 1. Doorways leading to sanitary facilities shall be identified by a geometric symbol. Geometric symbols shall be centered horizontally on the door at a height of 60 inches above the finish floor or ground surface measured to the center of the symbol. 2. Men’s sanitary facilities shall be identified by an equilateral triangle, ¼ inch thick with edges 12 inches long and a vertex pointing upward. The triangle symbol shall contrast with the door, either light on a dark background or dark on a light background. 3. Women’s sanitary facilities shall be identified by a circle, ¼ inch thick and 12 inches in diameter. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background. 4. Unisex sanitary facilities shall be identified by a circle, ¼ inch thick and 12 inches in diameter with a ¼ inch thick triangle superimposed on the circle and within the 12-inch diameter. The triangle symbol shall be contrast with the circle symbol, either light on a dark background or dark on a light background. The circle shall be contrast with the door, either light on a dark background or dark on a light background. G. ACCESSORIES (MIRRORS, MEDICINE CABINETS, DISPENSERS, CONTROLS AND LOCKERS, ETC) 1. All mirrors located above accessible lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40” maximum above the finished floor or ground. 2. When mirrors are provided at locations other than above lavatories or countertops, at least one shall be installed with the bottom edge of the reflecting surface 35” maximum above the finished floor or ground. 3. If medicine cabinets are provided, at least one shall be located with a usable shelf no higher than 44” above the floor. A clear floor space 30” by 48” shall be provided in front of a medicine cabinet to allow a forward or parallel approach. 4. Where towel, sanitary napkins, waste receptacles, dispensers, other equipment and controls are provided, at least one of each type shall be located on an accessible route, with all operable parts, including coin slots, within 40” from the finished floor, Controls and operating mechanisms. 5. Toilet tissue dispensers shall be located on the wall within 12” of the front edge of the toilet seat, mounted below the grab bar, at a minimum height of 19”, and 36” maximum to the far edge from the rear wall. Dispensers that controls delivery or that do not permit continuous paper flow shall not be used. 6. Where lockers are provided for the public, clients, employees, members or participants, at least one locker and not less than 1 percent of all lockers shall be made accessible to persons with disabilities. A path of travel not less than 36" in clear width shall be provided to these lockers. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1 1/2" = 1'-0" 9/23/2024 4:04:34 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.G0.036 DISABLED ACCESS NOTES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA I 09/20/2024 Reissue for Plan Check I SCALE:1 1/2" = 1'-0" ACCESIBILITY NOTES - GROUP R OCCUPANCIES1 1/7/25 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/ 2 3 / 2 0 2 4 1 1 : 4 1 : 0 8 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.038 CONDITIONS OF APPROVAL 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/ 2 3 / 2 0 2 4 1 1 : 4 1 : 1 5 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.039 CONDITIONS OF APPROVAL 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/ 2 3 / 2 0 2 4 1 1 : 4 1 : 2 5 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.040 CONDITIONS OF APPROVAL 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 BLUE BACKGROUND 6' - 8 " M I N . (P O S T M TD . ) CONCRETE FILLED STEEL POST ,WHERE REQUIRED 1" RADIUS(TYP.) WHITE IMAGE SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. 11B-703.5.9 MINIMUM FINE $250 2" HIGH LETTERS 11B-703.5 E V 6' - 8 " M I N . (P O S T M TD . ) 2" DIA. STEEL POST WELDED TO BOLLARD PARKING TIME LIMIT 3 HOURS VAN ACCESSIBLE VEHICLE CHARGING 1" RADIUS TYP. WHITE IMAGE GREEN BACKGROUND 2" HIGH LETTERS 11B-703.5 BLUE BACKGROUND 6' - 8 " M I N . (P O S T M TD . ) CONCRETE FILLED STEEL POST ,WHERE REQUIRED 1" RADIUS(TYP.) WHITE IMAGE MINIMUM FINE $250 VAN ACCESSIBLE SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. 11B-703.5.9 2" HIGH LETTERS 11B-703.5. E V 6' - 8 " M I N . (P O S T M TD . ) PARKING TIME LIMIT 3 HOURS ACCESSIBLE VEHICLE CHARGING 1" RADIUS TYP. WHITE IMAGE GREEN BACKGROUND 2" HIGH LETTERS 11B-703.5 2" DIA. STEEL POST WELDED TO BOLLARD NO PARKING 4" WIDE BLUE BORDER AND DIAGONAL STRIPING POST MTD. ACCESSIBLE FACE OF WALL OR COLUMN TYP. 1' HIGH WHITE LETTERS ACCESSIBLE SYMBOL TO BE PAINTED ON FLOOR. CENTER LINE OF STALL TYP. 4" BLUE STRIPE FACE OF WALL OR COLUMN TYP. 4" WIDE DOUBLE WHITE PAINT STRIPES "TOP LEVEL GREEN PAINT STRIPES" CENTER LINE OF STALL TYP. NOTE: SEE FLOOR PLANS FOR LAYOUTS NO PARKING 4" WIDE WHITE BORDER AND DIAGONAL STRIPING EV VAN ACCESSIBLE FACE OF WALL OR COLUMN TYP. 1' HIGH WHITE LETTERS CENTER LINE OF STALL TYP. 4" WHITE STRIPE EV CHARGING ONLY 1' HIGH WHITE LETTERS NOTE: 2% MAX SLOPE IN ANY DIRECTION AT ACCESSIBLE PARKING STALLS AND ACCESS AISLES CENTER LINE OF STALL TYP. EV CHARGING ONLY EV ACCESSIBLE FACE OF WALL OR COLUMN TYP. 4" WIDE DOUBLE WHITE PAINT STRIPES CENTER LINE OF STALL TYP. NOTE: SEE FLOOR PLANS FOR LAYOUTS EV CHARGING ONLY 12" HIGH LETTER MIN. FACE OF WALL OR COLUMN TYP. 4" WIDE DOUBLE WHITE PAINT STRIPES CENTER LINE OF STALL TYP. NOTE: SEE FLOOR PLANS FOR LAYOUTS CLEAN AIR/ VANPOOL/EV 12" HIGH LETTER MIN. REFLECTORIZED TRAFFIC PAINT IMAGE TO BE PAINTED WITH WHITE BACKGROUND TO BE BLUE 9" 9" NOTE: PROJECT SHALL COMPLY WITH THE STATES CODES (2019 CBC) 2 1 / 2 " 11" 2' - 3 " NOTE: PROJECT SHALL COMPLY WITH THE STATES CODES (2019 CBC) NOTE: PROJECT SHALL COMPLY WITH THE STATES CODES (2019 CBC) 2 1 / 2 " 2' - 0 " 11" NOTE: PROJECT SHALL COMPLY WITH THE STATES CODES (2019 CBC) 18 ' - 0 " 9' - 0"5' - 0" EQ EQ ________________04 R1.G0.050 01 R1.G0.050 ________________ NOTE: PROJECT SHALL COMPLY WITH THE STATES CODES (2019 CBC) MAX 3' - 0 " 9' - 0"8' - 0" ________________04 R1.G0.050 NOTE: PROJECT SHALL COMPLY WITH THE STATES CODES (2019 CBC) EQ EQ POST MTD. VAN ACCESSIBLE FACE OF WALL OR COLUMN TYP. 4" WIDE BLUE BORDER AND DIAGONAL STRIPING 1' HIGH WHITE LETTERS NO PARKING 4" BLUE STRIPE CENTER LINE OF STALL TYP ACCESSIBLE SYMBOL TO BE PAINTED ON FLOOR. 18 ' - 0 " MAX 3' - 0 " 18 ' - 0 " 8' - 6" 1' - 6" 9"9" 12' - 0" 5' - 0" 9' - 0" 18 ' - 0 " 4"4" 02 R1.G0.050 ________________05 R1.G0.050 ________________ NOTE: PROJECT SHALL COMPLY WITH THE STATES CODES (2019 CBC) MAX 3' - 0 " 18 ' - 0 " 9"9" 1' - 6" 9' - 0" 9' - 0" 9"9" 1' - 6" 18 ' - 0 " 4" WHITE DIAGONAL STRIPING (2 COATS) FACE OF WALL OR COLUMN TYP. MAX 3' - 0 " 1' - 0" 1' - 0" 3' - 0 " 3' - 0" NOTE: PROJECT SHALL COMPLY WITH THE STATES CODES (2019 CBC) 2'' PAINTED BLACK BORDER (AT CONCRETE SURFACES) ''STOP'' PAINTED YELLOW (AT CONCRETE SURFACES) ''STOP'' PAINTED WHITE (ON ASHALT SURFACES) NOTE, FOR LOCATION, SEE PLANS 1' - 3 " 1' - 0 " 8' - 0 " 10 ' - 3 " 8' - 0" 8 1/2" 6' - 4" 11 1/2" 2" PAINTED BLACK BORDER (AT CONCRETE SURFACES) PAINTED YELLOW INTERIOR (AT CONCRETE SURFACES) PAINT ALL WHITE (ON ASPHALT SURFACES) NOTE: FOR LOCATIONS, SEE PLAN CALTRANS TYPE I (10) ARROW PLAN 1' - 0" 5' - 2 " 4' - 1 0 " 10 ' - 0 " 1' - 0 " 1' - 9" 1' - 9" 3' - 6" "DO NOT ENTER" PAINTED YELLOW (AT CONCRETE SURFACES) "DO NOT ENTER" PAINTED WHITE (ON ASHALT SURFACES) NOTE: FOR LOCATIONS, SEE PLAN PLAN 2" PAINTED BLACK BORDER (AT CONCRETE SURFACES) PAINTED YELLOW INTERIOR (AT CONCRETE SURFACES) PAINT ALL WHITE (ON ASPHALT SURFACES) 18' - 4" 1' - 3 " 1' - 0 " 8' - 0 " © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 1 : 3 4 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.050 SITE DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" ACCESSIBLE PARKING SIGNAGE01 SCALE:3" = 1'-0" ACCESSIBLE VAN CHARGING02 SCALE:3" = 1'-0" ACCESSIBLE VAN PARKING VAN ACCESIBLE03 SCALE:3" = 1'-0" ACCESSIBLE VEHICLE CHARGING05 SCALE:1/4" = 1'-0" 9' - 0" STRIPING ACCESSIBLE06 SCALE:1/4" = 1'-0" 9' - 0" STRIPING VAN ACCESSIBLE11 SCALE:1/4" = 1'-0" 8' - 6" STANDARD STALL STRIPING07 SCALE:3/16" = 1'-0" 9' - 0" STRIPING EV ACCESSIBLE110 SCALE:1/4" = 1'-0" 9' - 0" EV STALL STRIPING108 SCALE:1/4" = 1'-0" CLEAN AIR VAN POOL STALL09 SCALE:1/4" = 1'-0" TYPICAL DIAGONAL STRIPING12 SCALE:1 1/2" = 1'-0" ACCESSIBLE SYMBOL04SCALE:1/4" = 1'-0" STOP MARK13 SCALE:1/4" = 1'-0" STRAIGHT ARROW14 SCALE:1/4" = 1'-0" DO NOT ENTER MARK15 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 22 " M I N . 17" MIN. 80 " M I N T O WA L K I N G SU R F A C E LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUSTBE INCLUDED AS A PERMANENT PART OF THE SIGN (MINIMUM OF 1" IN HEIGHT) 2" DIA. GALV. PIPE SET IN CONCRETE 18" BELOW GRADE WHEN FREE STANDING PER CBC 11B-502.8, THE SIGN ABOVE SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARD OR SPECIAL LICENCE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING 4' - 0 " MI N I M U M 4'-0" 3' - 0 " 1: 4 8 M A X 12" WIDE GROOVED BORDER 1/4" W X 1/4" D GROOVES 1:12 6" CONCRETE CURB MINIMUM @ 3/4" O.C. MAX. 1:12 MAX. DETECTABLE WARNING AT VEHICULAR WAY 05 - PER DETAIL 6" CONCRETE CURB DRIVEWAY ZERO CURB 3' - 0 " 1:10 MAX. 1: 1 2 MA X . 1:10 MAX. PERPENDICULAR CURB RAMP (PER CBC 11B-406.2) DRIVEWAY PARALLEL CURB RAMP (PER CBC 11B-406.3.2) 12" WIDE GROOVED BORDER 1/4" W X 1/4" D GROOVES @ 3/4" O.C. DETECTABLE WARNING AT VEHICULAR WAY 05 - PER DETAIL 1: 4 8 M A X S L O P E 48 " M I N L A N D I N G 1:10MAX. 1:12 MAX. 1:10MAX. DIAGONAL OR CORNER TYPE CURB RAMP (PER CBC 11B-406.2) DRI VEW A Y 1:48 M AX S L O P E 48" MIN LAN DING 24" MIN 24" MIN CROSSWALK 48" M I N 8" 2" 4" 2" 2" 6" 4" PRECAST CONC. WHEEL STOP, 6'-0" LONG GALV. STEEL DOWELS 5/8" DIA. X 24" L. AT 4'-0" O.C. DRIVE PER CIVIL DWG'S 3" 2' - 0 " PE R CI V I L 3' - 0 " 3/ 4 " ROUND CONCRETE CAP CONCRETE PAVING PER PLANS 24" DIA CONCRETE FOOTING 4" DIA. GALV. STEEL PIPE FILLED WITH CONCRETE NON-SHRINK GROUT 6" STEEL PIPE EMBEDED IN THE FOOTING 2 - #4 X 12 REBAR WELD TO PIPE AND PAINT FINISH x x xx DOME SECTION 2.3" - 2.4" 2. 3 " T O 2 . 4 " DOME SPACING TRUNCATED DOMES: - DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE 33538 OF SAE AMS-STD-595A. EXCEPTIONS MUST COMPLY WITH CBC 2019 11B-705.1.1.3 - DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACES.CONTRAST IN PERCENT SHALL BE DETERMINED BY: CONTRAST PERCENT = [(B1-B2)/B1] × 100 WHERE B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA. EXCEPTIONS MUST COMPLY WITH CBC 2019 11B-705.1.1.3.2 0. 6 5 " M I N 0. 2 " . 0.45"-0.47" 0.9"-0.92" © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 1 : 3 8 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G0.051 SITE DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA As Indicated SCALE:3" = 1'-0" ACCESSIBLE STALL SIGNAGE02 SCALE:1/4" = 1'-0" TYPICAL CURB CUT RAMPS03 SCALE:3" = 1'-0" SITE WHEEL STOP101SCALE:3/4" = 1'-0" SITE TYPICAL BOLLARD104 SCALE:6" = 1'-0" SITE TRUNCATED DOMES105 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 FE C FEC FEC UP ? ? ? ? ? ? ? BUILDING AREAS FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) FLOOR AREA (PARKING) FOR REFERENCE ONLY 305 SF 516 SF 484 SF 28886 SF 468 SF 139 SF 169 SF 818 SF 649 SF783 SF BUILDING AREAS FLOOR AREA FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) FLOOR AREA (PARKING) 1466 SF 4340 SF 8233 SF 42 SF 2635 SF 11581 SF 184 SF BUILDING AREAS FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) FLOOR AREA (PARKING) 269 SF 169 SF 27348 SF 649 SF818 SF 246 SF BUILDING AREAS FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) FLOOR AREA (PARKING) 269 SF 169 SF 27348 SF 649 SF818 SF 246 SF BUILDING AREAS FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) FLOOR AREA (PARKING) 269 SF 169 SF 27348 SF 649 SF818 SF 246 SF BUILDING AREAS FLOOR AREA FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) FLOOR AREA (PARKING) 169 SF 13601 SF 8426 SF 246 SF 360 SF 2068 SF 866 SF BUILDING AREAS FLOOR AREA FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) 3910 SF 1546 SF 1123 SF 299 SF 11122 SF BUILDING AREAS FLOOR AREA FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) 3151 SF 3511 SF 299 SF 11907 SF BUILDING AREAS FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) FLOOR AREA (PARKING) 269 SF 169 SF 27348 SF 649 SF818 SF 246 SF BUILDING AREAS FLOOR AREA FLOOR AREA (NOT OCCUPIED) 3587 SF 3553 SF 8985 SF BUILDING AREAS FLOOR AREA (MEP) FLOOR AREA (NOT OCCUPIED) 463 SF818 SF 355 SF NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/32" = 1'-0" 9/ 2 3 / 2 0 2 4 1 1 : 4 2 : 2 6 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G1.201 AREA PLANS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/32" = 1'-0" AREA PLAN - LEVEL P 0101 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 0102 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 0203 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 0304 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 0506 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 0607 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 0708 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 08-1409 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 0405 SCALE:1/32" = 1'-0" AREA PLAN - LEVEL 1510 SCALE:1/32" = 1'-0" AREA PLAN - ROOF11 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 KEY NOTES LEGEND SHEET NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/ 2 3 / 2 0 2 4 1 1 : 4 2 : 3 2 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G1.203 AREA SUMMARY 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA PROGRAM AREAS SPACE AREA LEVEL 07 WEST 1BR_1 948 SF 2BR_1 1915 SF 2BR_1 1540 SF 2BR_2 1272 SF 2BR_2 1251 SF CIRCULATION 1059 SF CIRCULATION 135 SF CLUB HOUSE 1119 SF CORRIDOR 102 SF CORRIDOR 198 SF ELEVATOR 01 82 SF ELEVATOR 02 78 SF ELEVATOR 03 72 SF ELEVATOR LOBBY 126 SF FITNESS STUDIO 922 SF FSAE LOBBY 166 SF JANITOR 58 SF LIFT STORAGE 63 SF MEN 106 SF MEP ROOM 249 SF POOL DECK 6730 SF ST_1 474 SF ST_1 475 SF ST_1 476 SF ST_1 479 SF ST_1 479 SF ST_1 955 SF ST_1 487 SF STAIR 01 172 SF STAIR 02 185 SF TRASH ROOM 53 SF VESTIBULE 83 SF VESTIBULE 46 SF VESTIBULE 113 SF WOMEN 121 SF YOGA STUDIO 592 SF 23383 SF LEVEL 08 WEST 1BR_1 956 SF 1BR_1 1044 SF 1BR_1 937 SF 1BR_2 1523 SF 1BR_2 939 SF 2BR_2 1273 SF 2BR_2 1082 SF CIRCULATION 1306 SF ELEVATOR 01 79 SF ELEVATOR 02 81 SF ELEVATOR 03 72 SF ELEVATOR LOBBY 126 SF FSAE LOBBY 166 SF MEP ROOM 249 SF ST_1 474 SF ST_1 475 SF ST_1 478 SF ST_1 1418 SF ST_1 1461 SF ST_1 955 SF ST_1 476 SF ST_1 477 SF ST_1 477 SF ST_1 475 SF STAIR 01 172 SF STAIR 02 185 SF TRASH ROOM 53 SF VESTIBULE 46 SF VESTIBULE 82 SF VESTIBULE 113 SF 17649 SF LEVEL 15 WEST 1BR_1 951 SF 2BR_1 1455 SF 2BR_1 1481 SF 2BR_1 1544 SF 2BR_1 1478 SF 2BR_1 1455 SF 2BR_1 1553 SF 2BR_2 1068 SF ALL GENDER RR 58 SF ALL GENDER RR 58 SF CIRCULATION 972 SF CIRCULATION 140 SF EAST CORR. 347 SF ELEVATOR 01 79 SF ELEVATOR 03 72 SF ELEVATOR 02 81 SF ELEVATOR LOBBY 252 SF FSAE LOBBY 166 SF JANITOR 50 SF ST_1 477 SF ST_1 478 SF STAIR 01 172 SF STAIR 02 185 SF STORAGE 66 SF STORAGE 91 SF TRASH ROOM 53 SF VESTIBLE 61 SF VESTIBULE 82 SF VESTIBULE 113 SF 15036 SF ROOF WEST ELEVATOR 01 78 SF ELEVATOR 02 83 SF ELEVATOR 03 72 SF ELEVATOR EQUIPMENT ROOM 54 SF ELEVATOR EQUIPMENT ROOM 66 SF MEP SPACE 216 SF MEP SPACE 293 SF STAIR 01 209 SF STAIR 02 210 SF VESIBULE 74 SF VESTIBULE 135 SF 1489 SF PROGRAM AREAS SPACE AREA LEVEL B 01 ELEVATOR 01 80 SF ELEVATOR 01 80 SF ELEVATOR 03 72 SF ELEVATOR LOBBY 253 SF FAN ROOM 196 SF FIRE PUMP & WATER STORAGE 465 SF FIRE WATER STORAGE 342 SF FSAE LOBBY 192 SF GREASE INTERCEPTOR 153 SF HALLWAY 110 SF MDP HOUSE 479 SF MEP ROOM 118 SF PLUMBING ROOM 516 SF RESIDENTIAL STORAGE 311 SF STAIR 01 183 SF STAIR 02 219 SF VESTIBULE 64 SF VESTIBULE 46 SF VESTIBULE 100 SF 3982 SF LEVEL 01 WEST CORRIDOR 945 SF EAST LOBBY 960 SF ELEVATOR 01 78 SF ELEVATOR 02 82 SF ELEVATOR 03 72 SF ELEVATOR LOBBY 238 SF EMERGENCY ELECTRICAL ROOM 582 SF EXIT PASSAGE WAY 698 SF FCC 222 SF FIRE PUMP ROOM 342 SF JANITOR 37 SF LEASING OFFICE 307 SF MAIL ROOM 121 SF MAIN ELECTRICAL ROOM 509 SF MEP ROOM 184 SF PACKAGE 162 SF RESIDENTIAL UNIT STORAGE 3184 SF RESTROOM 59 SF RETAIL 1 2618 SF RETAIL 2 3005 SF RETAIL 3 2975 SF RETAIL 4 2250 SF STAIR 01 197 SF STAIR 02 160 SF STORAGE 64 SF STORAGE 168 SF TRASH ROOM 336 SF TRASH ROOM 738 SF VEST 40 SF VESTIBULE 123 SF WEST LOBBY 1284 SF 22738 SF LEVEL 02 WEST ELEVATOR 01 80 SF ELEVATOR 02 80 SF ELEVATOR 03 72 SF ELEVATOR LOBBY 253 SF FSAE LOBBY 156 SF MECHANICAL 129 SF MECHANICAL 246 SF MECHANICAL 23491 SF MEP ROOM 118 SF STAIR 01 197 SF STAIR 02 185 SF STORAGE 56 SF VESTIBULE 46 SF VESTIBULE 82 SF VESTIBULE 88 SF 25280 SF LEVEL 06 WEST BUILDING STORAGE 428 SF BUSINESS CENTER 528 SF CONFERENCE 226 SF CONFERENCE 146 SF COORIDOR 419 SF ELEVATOR 01 77 SF ELEVATOR 02 83 SF ELEVATOR 03 72 SF ELEVATOR LOBBY 222 SF FSAE LOBBY 166 SF GAME ROOM 682 SF MECHANICAL 269 SF MECHANICAL 246 SF MEP ROOM 118 SF MULTI FUCTION SPACE 1029 SF POOL EQUIPMENT 392 SF RESIDENTIAL UNIT STORAGE 1001 SF RESIDENTIAL UNIT STORAGE 1240 SF STAIR 01 172 SF STAIR 02 185 SF STAIR 04 97 SF TRASH ROOM 53 SF VESTIBULE 82 SF VESTIBULE 45 SF VESTIBULE 113 SF 8090 SF LEVEL 06+ WEST JANITOR 48 SF MEN 152 SF WOMEN 154 SF 353 SF AREA PLAN SCHEDULE SUMMARY Name Area LEVEL B 01 FLOOR AREA (MEP) 1775 SF FLOOR AREA (NOT OCCUPIED) 2555 SF FLOOR AREA (PARKING) 28886 SF 33217 SF LEVEL 01 WEST FLOOR AREA 10868 SF FLOOR AREA (MEP) 1650 SF FLOOR AREA (NOT OCCUPIED) 11624 SF FLOOR AREA (PARKING) 4340 SF 28480 SF LEVEL 02 WEST FLOOR AREA (MEP) 683 SF FLOOR AREA (NOT OCCUPIED) 1467 SF FLOOR AREA (PARKING) 27348 SF 29499 SF LEVEL 03 WEST FLOOR AREA (MEP) 683 SF FLOOR AREA (NOT OCCUPIED) 1467 SF FLOOR AREA (PARKING) 27348 SF 29499 SF LEVEL 04 WEST FLOOR AREA (MEP) 683 SF FLOOR AREA (NOT OCCUPIED) 1467 SF FLOOR AREA (PARKING) 27348 SF 29499 SF LEVEL 05 WEST FLOOR AREA (MEP) 683 SF FLOOR AREA (NOT OCCUPIED) 1467 SF FLOOR AREA (PARKING) 27348 SF 29499 SF LEVEL 06 WEST FLOOR AREA 2934 SF FLOOR AREA (MEP) 775 SF FLOOR AREA (NOT OCCUPIED) 8426 SF FLOOR AREA (PARKING) 13601 SF 25737 SF LEVEL 07 WEST FLOOR AREA 13791 SF FLOOR AREA (MEP) 299 SF FLOOR AREA (NOT OCCUPIED) 3910 SF 18001 SF LEVEL 08 WEST FLOOR AREA 15417 SF FLOOR AREA (MEP) 299 SF FLOOR AREA (NOT OCCUPIED) 3151 SF 18867 SF LEVEL 09 WEST FLOOR AREA 15417 SF FLOOR AREA (MEP) 299 SF FLOOR AREA (NOT OCCUPIED) 3151 SF 18867 SF LEVEL 10 WEST FLOOR AREA 15417 SF FLOOR AREA (MEP) 299 SF FLOOR AREA (NOT OCCUPIED) 3151 SF 18867 SF LEVEL 11 WEST FLOOR AREA 15417 SF FLOOR AREA (MEP) 299 SF FLOOR AREA (NOT OCCUPIED) 3151 SF 18867 SF LEVEL 12 WEST FLOOR AREA 15417 SF FLOOR AREA (MEP) 299 SF FLOOR AREA (NOT OCCUPIED) 3151 SF 18867 SF LEVEL 13 WEST FLOOR AREA 15417 SF FLOOR AREA (MEP) 299 SF FLOOR AREA (NOT OCCUPIED) 3151 SF 18867 SF LEVEL 14 WEST FLOOR AREA 15417 SF FLOOR AREA (MEP) 299 SF FLOOR AREA (NOT OCCUPIED) 3151 SF 18867 SF LEVEL 15 WEST FLOOR AREA 12537 SF FLOOR AREA (NOT OCCUPIED) 3587 SF 16125 SF ROOF WEST FLOOR AREA (MEP) 355 SF FLOOR AREA (NOT OCCUPIED) 1281 SF 1636 SF Grand total 373263 SF 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H - 05 WEST - 14 WEST 1/7/25 ? ? ? ? ? FE C FEC FEC RESIDENTIAL STORAGE STORAGE3173 SF STORAGE 90 RESIDENTIAL STORAGE STORAGE53 SF STORAGE 1 RESIDENTIAL STORAGE STORAGE53 SF STORAGE 1 RESIDENTIAL STORAGE STORAGE53 SF STORAGE 1 RESIDENTIAL STORAGE STORAGE53 SF STORAGE 1 RESIDENTIAL STORAGE STORAGE 983 SF STORAGE 1181 SF STORAGE 25 30 53 SF STORAGE 1 305 SF STORAGE RESIDENTIAL STORAGE STORAGE 8 498 SF STORAGE 15 5 BICYCLE RACKS 6 BICYCLE RACKS 2 BICYCLE RACKS 3 BICYCLE RACKS 7 BICYCLE RACKS 5 BICYCLE RACKS 5 BICYCLE RACKS NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/32" = 1'-0" 9/ 2 3 / 2 0 2 4 1 1 : 4 3 : 0 3 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G1.205 STORAGE AREA PLAN 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/32" = 1'-0" STORAGE AREA PLAN - LEVEL 011 SCALE:1/32" = 1'-0" STORAGE AREA PLAN - LEVEL 022 SCALE:1/32" = 1'-0" STORAGE AREA PLAN - LEVEL 033 SCALE:1/32" = 1'-0" STORAGE AREA PLAN - LEVEL 044 SCALE:1/32" = 1'-0" STORAGE AREA PLAN - LEVEL 055 SCALE:1/32" = 1'-0" STORAGE AREA PLAN - LEVEL 066 SCALE:1/32" = 1'-0" STORAGE AREA PLAN - LEVEL P 010 STORAGE AREA SCHEDULE Name Area LEVEL B 01 STORAGE 305 SF STORAGE 498 SF LEVEL 01 WEST STORAGE 3173 SF LEVEL 01R WEST STORAGE 1594 SF LEVEL 02 WEST STORAGE 53 SF LEVEL 03 WEST STORAGE 53 SF LEVEL 04 WEST STORAGE 53 SF LEVEL 05 WEST STORAGE 53 SF LEVEL 06 WEST STORAGE 983 SF STORAGE 1181 SF STORAGE 53 SF Grand total: 11 8001 SF TOTAL NUMBER OF UNITS REQUIRED = 171 TOTAL NUMBER OF UNITS PROVIDED= 172 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H STORAGE SUMMARY TOTAL NUMBER OF BIKE RACKS REQUIRED = 19 TOTAL NUMBER OF BIKE RACKS PROVIDED = 33 1/7/25 TRASH CHUTE OFFSET TRASH ROOM (1,064 SF) NO TRASH CHUTE ACCESS (SHAFT ONLY) TRASH CHUTE TRASH CHUTE TRASH CHUTE TRASH CHUTE SCALE:1/32" = 1'-0" TRASH CIRCULATION PLAN - LEVEL 011 SCALE:1/32" = 1'-0" TRASH CIRCULATION PLAN - LEVEL 02-054 SCALE:1/32" = 1'-0" TRASH CIRCULATION PLAN - LEVEL 066 SCALE:1/32" = 1'-0" TRASH CIRCULATION PLAN - LEVEL 077 SCALE:1/32" = 1'-0" TRASH CIRCULATION PLAN - LEVEL 08-148 SCALE:1/32" = 1'-0" TRASH CIRCULATION PLAN - LEVEL 1510 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/32" = 1'-0" 9/ 2 3 / 2 0 2 4 1 1 : 4 3 : 3 4 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G1.206 TRASH CIRCULATION PLAN 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 FE C FEC FEC UP FOR REFERENCE ONLY BUILDING USES S-1 MODERATE-HAZARD (STORAGE) S-2 LOW-HAZARD (PARKING) S-2 LOW-HAZARD (UTILITY) 306 SF 196 SF 169 SF 1475 SF 341 SF 29983 SF BUILDING USES A-3 ASSEMBLY (LOBBY) B BUSINESS M MERCANTILE S-1 MODERATE-HAZARD (STORAGE) S-2 LOW-HAZARD (PARKING) S-2 LOW-HAZARD (UTILITY) 1450 SF 3334 SF 1128 SF 168 SF 1426 SF 1002 SF 975 SF 576 SF 8227 SF 4354 SF 184 SF 2078 SF 2622 SF BUILDING USES S-1 MODERATE-HAZARD (STORAGE) S-2 LOW-HAZARD (PARKING) S-2 LOW-HAZARD (UTILITY)56 SF 266 SF 169 SF 28223 SF 244 SF BUILDING USES S-1 MODERATE-HAZARD (STORAGE) S-2 LOW-HAZARD (PARKING) S-2 LOW-HAZARD (UTILITY)56 SF 266 SF 169 SF 28223 SF 244 SF BUILDING USES S-1 MODERATE-HAZARD (STORAGE) S-2 LOW-HAZARD (PARKING) S-2 LOW-HAZARD (UTILITY)56 SF 266 SF 169 SF 28223 SF 244 SF BUILDING USES A-3 ASSEMBLY (AMENITY) A-3 ASSEMBLY (PODIUM DECK) B BUSINESS S-1 MODERATE-HAZARD (STORAGE) S-2 LOW-HAZARD (PARKING) S-2 LOW-HAZARD (UTILITY) 56 SF 3519 SF 169 SF 14281 SF 244 SF 468 SF 1177 SF 481 SF 893 SF 1002 SF 1065 SF 3923 SF BUILDING USES S-1 MODERATE-HAZARD (STORAGE) S-2 LOW-HAZARD (PARKING) S-2 LOW-HAZARD (UTILITY)56 SF 266 SF 169 SF 28223 SF 244 SF © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/32" = 1'-0" 9/ 2 3 / 2 0 2 4 1 1 : 4 4 : 0 1 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G1.301 SCHOOL FEE EXHIBITS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA Area Schedule (School Fee Exhibits) Building Uses School Fee Exception Area (SQFT)School Fee Area FootnotesSpace Use Area A-3 A-3 A-3 ASSEMBLY (AMENITY) 3042 SF 4974 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends A-3 A-3 ASSEMBLY (LOBBY) 1976 SF 1398 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends A-3 A-3 ASSEMBLY (PODIUM DECK) 6295 SF 0 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends A-3 A-3 ASSEMBLY (POOL DECK) 5883 SF 0 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends 17196 SF 6372 SF B B B BUSINESS 10293 SF 17353 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends 10293 SF 17353 SF M M M MERCANTILE 10849 SF 10849 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends 10849 SF 10849 SF R-2 R-2 R-2 RESIDENTIAL 158899 SF 158898 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends R-2 R-2 RESIDENTIAL (BALCONY) 27518 SF 0 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends 186418 SF 158898 SF S-1 S-1 S-1 MODERATE-HAZARD (STORAGE) 6798 SF 0 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends 6798 SF 0 SF S-2 S-2 S-2 LOW-HAZARD (PARKING) 161512 SF 0 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends S-2 S-2 LOW-HAZARD (UTILITY) 11620 SF 0 SF Reference Sheet R1.G1.301 and R1.G1.302 Legends 173132 SF 0 SF Grand total 404686 SF 193472 SF SCALE:1/32" = 1'-0" LEVEL B 011 SCALE:1/32" = 1'-0" LEVEL 01 WEST2 SCALE:1/32" = 1'-0" LEVEL 02 WEST3 SCALE:1/32" = 1'-0" LEVEL 03 WEST4 SCALE:1/32" = 1'-0" LEVEL 05 WEST6 SCALE:1/32" = 1'-0" LEVEL 06 WEST7 SCALE:1/32" = 1'-0" LEVEL 04 WEST5 C 03/07/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 BUILDING USES A-3 ASSEMBLY (AMENITY) A-3 ASSEMBLY (POOL DECK) B BUSINESS R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY) 13689 SF 299 SF 2290 SF 1146 SF 5883 SF 640 SF1112 SF 471 SF BUILDING USES R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY) 540 SF 892 SF1847 SF 18482 SF 56 SF 305 SF 59 SF 305 SF BUILDING USES R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY) 890 SF537 SF1845 SF 18480 SF BUILDING USES R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY)59 SF 1845 SF 537 SF 890 SF305 SF18480 SF BUILDING USES R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY) 59 SF 1845 SF 537 SF 305 SF 890 SF18480 SF BUILDING USES R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY) 1845 SF 59 SF 537 SF 305 SF 890 SF18480 SF BUILDING USES R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY) 1845 SF 59 SF 537 SF 305 SF 890 SF18480 SF BUILDING USES R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY) 59 SF 1845 SF 537 SF 305 SF 890 SF18480 SF BUILDING USES A-3 ASSEMBLY (PODIUM DECK) R-2 RESIDENTIAL R-2 RESIDENTIAL (BALCONY) S-2 LOW-HAZARD (UTILITY) 540 SF1847 SF 15847 SF 56 SF 93 SF 72 SF 2776 SF © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/32" = 1'-0" 9/ 2 3 / 2 0 2 4 1 1 : 4 4 : 3 6 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G1.302 SCHOOL FEE EXHIBITS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/32" = 1'-0" LEVEL 07 WEST1 SCALE:1/32" = 1'-0" LEVEL 08 WEST2 SCALE:1/32" = 1'-0" LEVEL 09 WEST3 SCALE:1/32" = 1'-0" LEVEL 10 WEST4 SCALE:1/32" = 1'-0" LEVEL 11 WEST5 SCALE:1/32" = 1'-0" LEVEL 12 WEST6 SCALE:1/32" = 1'-0" LEVEL 13 WEST7 SCALE:1/32" = 1'-0" LEVEL 14 WEST8 SCALE:1/32" = 1'-0" LEVEL 15 WEST9 C 03/07/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 DYH LIMIT OF PODIUM LIMIT OF PODIUM LIMIT OF PODIUM UPUP ? R09R10R11R12R13R14R15R16R17 R07 FOR REFERENCE ONLY PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E N. B R O A D W A Y W. 3RD STREET N. S Y C A M O R E S T R E E T (E) BLDG N.I.C. (E) BLDG N.I.C. R08 05 05 04 01 03 03 03 02 02 05 01 PROPERTY LINE PROPERTY LINEPROPERTY LINE LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 EXISTING EXTERIOR WALKWAY LOCATION LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 MAXIMUM EXISTING EXTERIOR WALKWAY LOCATION 10' NO BUILD ZONE 10' NO BUILD ZONE 5' - 6 " 10 ' - 0 " 20 ' - 6 " 5' - 6 " 10 ' - 0 ' ' . 30 ' - 4 " 30 ' - 5 " 31 ' - 0 " CENTERLINE OF STREET CENTERLINE OF STREETCENTERLINE OF STREET 7" 5'-0'' MIN 5' - 6" 8" 8" 6" 6" 1' - 2 " R11'R112 30' - 2" 29' - 11" 29' - 10" 30' - 11" 29' - 4" 30' - 2" 30' - 9" 40' - 0"1' - 0" 10" 26 ' - 8 " ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 4 : 5 2 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G2.040 SITE PLAN - OVERALL 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/16" = 1'-0" SITE PLAN - OVERALL01 01 FCC ROOM 02 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 03 (E) FIRE HYDRANT 04 FIRE PUMP ROOM 05 KNOX BOX N. SITE WORK FOR ACCESSIBILITY WILL BE REVIEWED AND INSPECTED BASED ON AN APPROVED ARCHITECTURAL SITE ACCESSIBILITY PLAN AND NOT THE CIVIL OR LANDSCAPE PLANS K. ILLUMINATION SHALL BE PROVIDED ALONG THE PATH OF TRAVEL FOR THE EXIT DISCHARGE FROM EACH EXIT TO THE PUBLIC WAY. ILLUMINATION LEVEL SHALL BE NOT LESS THAN 1 FOOTCANDLE AT THE WALKING SURFACE UNDER NORMAL POWER AND AN AVERAGE OF NOT LESS THAN 1 FOOTCANDLE AT INITIATION OF EMERGENCY POWER DURATION. L. FLOOR SURFACES SHALL BE SLIP-RESISTANT. M. EXTERIOR LIGHTING, WHERE PROVIDED, SHALL BE OF LOW INTENSITY IN ORDER TO PROVIDE AESTHETICALLY PLEASING LIGHTING WHICH PROMOTE SAFETY, BUT SHALL NOT IMPOSE ON ADJACENT PROPERTIES AND USES. F. REFER TO LIFE SAFETY DRAWING SERIES FOR OCCUPANCY AND EGRESS ANALYSIS. G. ALL PATH OF TRAVEL AREA TO MAINTAIN MAXIMUM RUNNING SLOPE OF 5% AND MAXIMUM CROSS SLOPE OF 2%. H. ALL CURB RAMPS TO MAINTAIN MAXIMUM RUNNING SLOPE OF 8.3% I. ALL ACCESSIBLE STALL LOADING AREA TO MAINTAIN MAXIMUM RUNNING AND CROSS SLOPE OF 2%. J. PRELIMINARY UTILITY PLAN TO BE FILED UNDER SEPARATE PERMIT REVIEW AND APPROVAL. A. REFER TO G0 DRAWINGS SERIES FOR SYMBOLS AND ABBREVIATIONS APPLICABLE TO THIS PLAN NOT ALREADY INCLUDED ON THIS SHEET. B. REFER TO G0 DRAWING SERIES FOR ADDITIONAL BUILDING AND CONSTRUCTION SUMMARY AND ANALYSIS. C. REFER TO G0 DRAWING SERIES FOR VEHICLE AND BICYCLE PARKING SUMMARY TABULATION. D. REFER TO CIVIL DRAWINGS FOR FIRE MASTER PLAN. E. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR MORE INFORMATION NOT SHOWN INCLUDING SCOPE OUTSIDE OF PARCEL BOUNDARY . 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 DYH LIMIT OF PODIUM LIMIT OF PODIUM LIMIT OF PODIUM FEC DN UP UP ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 N. B R O A D W A Y W. 3RD STREET N. S Y C A M O R E S T R E E T FO R R E F E R E N C E O N L Y 01 01 05 05 02 09 10 11 R08 13 12 02 14 14 18 18 17 17 12 12 02 18 14 LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 5' - 6 " 20 ' - 3 " 10' NO BUILD ZONE 30 ' - 4 " 30 ' - 1 1 " 31 ' - 1 " 5' - 6 " 10 ' - 0 ' ' . CENTERLINE OF STREETCENTERLINE OF STREET 5' - 6 " 20 ' - 3 " 1' - 0 " 26 ' - 7 " R11' 26 ' - 1 1 " 30' - 1" 29' - 10" 29' - 11" ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 4 5 : 0 3 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G2.041 SITE PLAN - RESIDENTIAL 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1" = 10'-0" SITE PLAN / PATH OF TRAVEL - LEVEL R011 N. SITE WORK FOR ACCESSIBILITY WILL BE REVIEWED AND INSPECTED BASED ON AN APPROVED ARCHITECTURAL SITE ACCESSIBILITY PLAN AND NOT THE CIVIL OR LANDSCAPE PLANS K. ILLUMINATION SHALL BE PROVIDED ALONG THE PATH OF TRAVEL FOR THE EXIT DISCHARGE FROM EACH EXIT TO THE PUBLIC WAY. ILLUMINATION LEVEL SHALL BE NOT LESS THAN 1 FOOTCANDLE AT THE WALKING SURFACE UNDER NORMAL POWER AND AN AVERAGE OF NOT LESS THAN 1 FOOTCANDLE AT INITIATION OF EMERGENCY POWER DURATION. L. FLOOR SURFACES SHALL BE SLIP-RESISTANT. M. EXTERIOR LIGHTING, WHERE PROVIDED, SHALL BE OF LOW INTENSITY IN ORDER TO PROVIDE AESTHETICALLY PLEASING LIGHTING WHICH PROMOTE SAFETY, BUT SHALL NOT IMPOSE ON ADJACENT PROPERTIES AND USES. F. REFER TO LIFE SAFETY DRAWING SERIES FOR OCCUPANCY AND EGRESS ANALYSIS. G. ALL PATH OF TRAVEL AREA TO MAINTAIN MAXIMUM RUNNING SLOPE OF 5% AND MAXIMUM CROSS SLOPE OF 2%. H. ALL CURB RAMPS TO MAINTAIN MAXIMUM RUNNING SLOPE OF 8.3% I. ALL ACCESSIBLE STALL LOADING AREA TO MAINTAIN MAXIMUM RUNNING AND CROSS SLOPE OF 2%. J. PRELIMINARY UTILITY PLAN TO BE FILED UNDER SEPARATE PERMIT REVIEW AND APPROVAL. A. REFER TO G0 DRAWINGS SERIES FOR SYMBOLS AND ABBREVIATIONS APPLICABLE TO THIS PLAN NOT ALREADY INCLUDED ON THIS SHEET. B. REFER TO G0 DRAWING SERIES FOR ADDITIONAL BUILDING AND CONSTRUCTION SUMMARY AND ANALYSIS. C. REFER TO G0 DRAWING SERIES FOR VEHICLE AND BICYCLE PARKING SUMMARY TABULATION. D. REFER TO CIVIL DRAWINGS FOR FIRE MASTER PLAN. E. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR MORE INFORMATION NOT SHOWN INCLUDING SCOPE OUTSIDE OF PARCEL BOUNDARY . 17 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 18 ACCESIBLE CURB RAMP, SEE CIVIL DRAWINGS 01 TRASH ENCLOSURE AREA WITH CONCRETE FLOOR SLOPED TO A SANITARY DRAIN WITH A CONCRETE CURB, HOT/COLD MIXING FAUCET WITH ANTI-SIPHON DEVICE, AND 8'0'' HIGH FRP AT WALLS 02 DRIVEWAY. SEE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 05 ACCESS TO AND FROM PUBLIC RIGHT-OF-WAY 09 ACCESS TO UPPER LEVEL PARKING 10 ACCESS TO BASEMENT PARKING 11 UTILITY YARD 12 EXISTING FIRE HYDRANT 13 FIRE COMMAND CENTER 14 KNOX BOX 15 FIRE PUMP ROOM 15 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 LEVEL 01 WEST 0' - 0" LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" R09R10 R11R12R13R14R15R16R17 LEVEL 5 LEVEL3 LEVEL 1 LEVEL 9 LEVEL 8 LEVEL 7 LEVEL 6+ LEVEL 13 LEVEL 12 LEVEL 11 LEVEL 10 ROOF LEVEL 15 LEVEL 14 12 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 11 ' - 6 " 16 ' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 16 ' - 0 " LEVEL 2 LEVEL 4 LEVEL B1 R08 OV E R A L L B U I L D I N G H E I G H T 18 8 ' - 1 " BA S E M E N T 11 ' - 0 " TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" R11' AC C E S S ) 13 ' - 6 " ( R O O F 86 ' - 0 " ( A P A R T M E N T S ) AP A R T M E N T S ) 11 ' - 6 " ( A M E N I T I E S / AM E N I T I E S ) 11 ' - 6 " ( P A R K I N G / 45 ' - 0 " ( P A R K I N G ) RE T A I L / F & B ) 16 ' - 0 " ( L O B B Y / 11 ' - 0 " ( P A R K I N G ) LEVEL 5 LEVEL3 LEVEL 1 LEVEL 9 LEVEL 8 LEVEL 7 LEVEL 6 LEVEL 13 LEVEL 12 LEVEL 11 LEVEL 10 ROOF LEVEL 15 LEVEL 14 LEVEL 2 LEVEL 4 LEVEL B1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1" = 10'-0" 9/ 2 3 / 2 0 2 4 1 1 : 4 5 : 4 4 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G2.050 BUILDING LEVELS DIAGRAM 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1" = 10'-0" BUILDING LEVELS DIAGRAM1 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 UP UPDN UP DNDN LEVEL 01 WEST 0' - 0" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" 50% OPEN (SCREEN) LEVEL 06+ WEST 61' - 0" 100% OPEN PARKING LEVEL 2 PARKING LEVEL 3 PARKING LEVEL 4 PARKING LEVEL 5 PARKING LEVEL 6 PARKING LEVEL 2 PARKING LEVEL 3 PARKING LEVEL 4 PARKING LEVEL 5 PARKING TIER AREA LEVEL 04b 84' - 0" LEVEL 04b 84' - 0" LEVEL 01 WEST 0' - 0" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" 50% OPEN (SCREEN) LEVEL 06+ WEST 61' - 0" PARKING LEVEL 2 PARKING LEVEL 3 PARKING LEVEL 4 PARKING LEVEL 5 PARKING LEVEL 6 PARKING LEVEL 2 PARKING LEVEL 3 PARKING LEVEL 4 PARKING LEVEL 5 PARKING TIER AREA LEVEL 04b 84' - 0" LEVEL 04b 84' - 0" R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' DIMENSIONS DENOTE OPENINGS U.O.N. R112 11 " 13 ' - 6 " 16 ' - 1 " 28 ' - 4 " 15 ' - 1 1 " 11 ' - 4 " 1' - 4 " 1' - 9"12' - 0"26' - 6"26' - 6"11' - 3"26' - 6"26' - 6"17' - 4"17' - 0"26' - 6" 17 ' - 1 0 " 28 ' - 4 " 28 ' - 4 " 13 ' - 8 " 1' - 1 " 5' - 10"9' - 2"26' - 6"17' - 3"1' - 9"12' - 0"6' - 11"7' - 11"26' - 6"27' - 5"26' - 6"26' - 6"11' - 3" LEVEL 01 WEST 0' - 0" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL 06+ WEST 61' - 0" 50% OPEN (SCREEN) PARKING LEVEL 3 PARKING LEVEL 2 PARKING LEVEL 4 PARKING LEVEL 5 PARKING LEVEL 6 PARKING TIER AREA LEVEL 04b 84' - 0" LEVEL 04b 84' - 0" LEVEL 01 WEST 0' - 0" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL 06+ WEST 61' - 0" 50% OPEN (SCREEN) PARKING LEVEL 2 PARKING LEVEL 3 PARKING LEVEL 4 PARKING LEVEL 5 PARKING TIER AREA LEVEL 04b 84' - 0" LEVEL 04b 84' - 0" R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' PARKING LEVEL 5 PARKING LEVEL 6 DIMENSIONS DENOTE OPENINGS U.O.N. R112 1' - 9"12' - 0"6' - 11"8' - 0"26' - 6"11' - 3"26' - 6" 11 " 13 ' - 6 " 28 ' - 4 " 15 ' - 1 1 " 16 ' - 0 " 11 ' - 4 " 1' - 4 " 26' - 6"26' - 6"12' - 0"1' - 9" 10 ' - 6 " 27 ' - 3 " 13 ' - 1 " 11 " SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1" = 20'-0" 9/ 2 3 / 2 0 2 4 1 1 : 4 7 : 0 0 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.G2.060 BUILDING PARKING VENTILATION DIAGRAM 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1" = 20'-0" BUILDING ELEVATION NORTH VENTILATION DIAGRAM01 SCALE:1" = 20'-0" BUILDING ELEVATION SOUTH VENTILATION DIAGRAM02SCALE:1" = 20'-0" LEVEL 02 - 05 TYPICAL OPENNESS CALC PLAN05 UNIFORMLY DISTRIBUTED OVER TWO OPPOSING SIDES OF THE BUILDING. * CBC 406.5.2 EXCEPTION: OPENINGS ARE NOT REQUIRED TO BE DISTRIBUTED OVER 40 PERCENT OF THE BUILDING PERIMETER WHERE THE REQUIRED OPENINGS ARE LEVEL 6 472.18 FT 40% 188.87 FT 171.33 x 50% =85.665 FT 124.25 FT 44% 209.92 FT = YES LEVEL 5 736.76 FT 40% 294.70 FT 463.08 x 50% =231.54 FT 125.75 FT 48% 357.29 FT = YES LEVEL 4 736.76 FT 40% 294.70 FT 463.08 x 50% =231.54 FT 125.75 FT 48% 357.29 FT = YES LEVEL 3 736.76 FT 40% 294.70 FT 463.08 x 50% =231.54 FT 125.75 FT 48% 357.29 FT = YES LEVEL 2 736.76 FT 40% 294.70 FT 463.08 x 50% =231.54 FT 125.75 FT 48% 357.29 FT = YES PERIMETER LENGTH PERIMETER REQUIRED * 50% OPEN 100% OPEN COMPLIANCE PERIMETER ANALYSIS TOTAL PERIMETER PROVIDED FACADE PERIMETER LENGTH LEVEL 6 100% 5119 SF 20.0% 1023.80 SF 1244.00 x 50% =622.00 SF 615 SF 24.2% 1237 SF = YES LEVEL 5 100% 7998 SF 20.0% 1599.60 SF 2803.00 x 50% =1401.50 SF 1001 SF 30.0% 2402.5 SF = YES LEVEL 4 100% 7364 SF 20.0% 1472.80 SF 2689.00 x 50% =1344.50 SF 669 SF 27.3% 2013.5 SF = YES LEVEL 3 100% 7364 SF 20.0% 1472.80 SF 2689.00 x 50% =1344.50 SF 669 SF 27.3% 2013.5 SF = YES LEVEL 2 100% 6697 SF 20.0% 1339.40 SF 2594.00 x 50% =1297.00 SF 285 SF 23.6% 1582 SF = YES PERIMETER WALL AREA VENTILATION REQUIRED 50% OPEN 100% OPEN COMPLIANCE VENTILATION ANALYSIS TOTAL VENTILATION PROVIDED FACADE AREA SCALE:1" = 20'-0" BUILDING ELEVATION EAST VENTILATION DIAGRAM03 SCALE:1" = 20'-0" BUILDING ELEVATION WEST VENTILATION DIAGRAM04 SCALE:1" = 20'-0" LEVEL 06 TYPICAL OPENNESS CALC PLAN06 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 DYH LIMIT OF PODIUM LIMIT OF PODIUM LIMIT OF PODIUM 05 05 04 01 03 03 03 02 02 05 01 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' FACP FACP 150 FEET (150 FEET MAX) 131 FEET (150 FEET MAX) KB KB KB FDC FDC 52 FEET 92 FEET 196 FEET 78 FEET 146 FEET 184 FEET FDC FDC 150 FEET CE N T E R L I N E O F S T R E E T CENTERLINE OF STREET 149 FEET (150 FEET MAX) 22'-0" 26'-10" 22'-1 1/2" 20 ' - 0 " 26 ' - 6 " 26 ' - 5 " 26 ' - 6 " 15 ' - 0 " 15 ' - 0 " 25 ' - 8 1 / 2 " 40'-11" 30 ' - 7 " 30 ' - 9 " 31 ' - 0 " 20'-2 1/2" 36'-0" 37 ' - 2 " 40'-9 1/2" 20 ' - 6 " 20 ' - 5 " 20 ' - 0 " 35 ' - 1 1 " 22'-0" 22 ' - 4 " 96'-2" 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 5' - 6 " 5' - 6 " 15 ' - 0 " 36 ' - 1 " 35 ' - 1 0 " FIRE CONTROL ROOM FIRE CONTROL ROOM LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 EXISTING EXTERIOR WALKWAY TO BE DEMOLISHED 15' NO BUILD ZONE 15' NO BUILD ZONE EXTERIOR UTILITY YARD (E)HYDRANT AT 3RD AND MAIN CORNER FIRE PUMP ROOM 15' NO BUILD ZONE LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 RADIUS=20 FEET RADIUS = 20 FEET HIGH RISE >75' TO HIGHEST OCCUPIABLE FLOOR HIGH RISE >75' TO HIGHEST OCCUPIABLE FLOOR Premises ID #333 Premises ID #301 ELECTRIC GATES ELECTRIC GATES ELECTRIC GATE ELECTRIC GATE 16' x 75' laddering and FDC staging area 16' x 75' laddering and FDC staging area 16' x 75' laddering and FDC staging area 10' x 50' fire command center staging area RADIUS = 20 FEET H1.LS1.001 FIRE MASTER PLAN SCALE: FIRE MASTER PLAN01 LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2021 SYMBOL LEGEND 1/16" = 1'-0" 07.3757.000 3rd & Broadway SCALE: 1/16" = 1'-0"01 FIRE DEPARTMENT ACCESS POINT FIRE DEPARTMENT HOSE PULL LENGTH (MAXIMUM 150 FEET) FIRE DEPARTMENT ACCESS LANE FIRE ALARM CONTROL PANELFACP 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com 01/25/2022 Reissue For OCFA Plan Check Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA FIRE HYDRANT KB KNOW BOX FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT HOSE LAY IMAGINARY LOT LINE FIRE DEPARTMENT VEHICLE STAGING AREA FIRE DEPARTMENT ACCESS LANE WITH FIRE LANE IDENTIFICATION - RED CURBS (SEE ATTACHMENT 9) 03/08/2022 Reissue For OCFA Plan Check #2 04/19/2022 Reissue For OCFA Plan Check #2 333 N. Sycamore St., Santa Ana, CA R1.LS1.001 12/31/25 1/7/2025 R1.LS1.002 BUILDING ADJACENCY ANALYSIS © Gensler Project Name Project Number Description Scale Seal / Signature 2021 1/16" = 1'-0" 07.3757.000 3rd & Broadway 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com 01/25/2022 Reissue For OCFA Plan Check Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 03/08/2022 Reissue For OCFA Plan Check #2 04/19/2022 Reissue For OCFA Plan Check #2 333 N. Sycamore St., Santa Ana, CA 12/31/25 1/7/2025 R09R10R11R12R13R14R15R16R17 R07 PLUMBING ROOM RB1F13 RESIDENTIAL STORAGE RB1F16 FIRE WATER STORAGE RP01B19 R08 MDP HOUSE RB1F12 R11' FIRE PUMP & WATER STORAGE RB1F11 VESTIBULE RB1H11 ELEVATOR LOBBY RB1H10 VESTIBULE RB1H09 MEP ROOM RB1J10 ELEVATOR LOBBY RB1H14 VESTIBULE RB1H13 FAN ROOM RP01A19 STAIR 02 R94 ELEVATOR 03 R95 STAIR 01 R96 ELEVATOR 01 R97 ELEVATOR 01 R99 305 S-2 300 2 AGGREGATE PARKING AREA 28,833 S-2 200 145 R 015 32 EAR 36 34 EAR 78 226 STAIR 02 44 EAR 54 EAR 78 270 R 015 32 EAR 36 34 EAR 77 226 STAIR 02 44 EAR 48 EAR 77 240 AT I N E - R E S I E N T I A AT I N E - R E S I E N T I A AT I N E - T E - S E E T 1 S 1 1 0 0 AT I N E - T E - S E E T 1 S 1 1 0 0 2 507 S-2 300 2 2 470 S-2 300 2 2 466 S-2 300 2 24 14571 74 2 78 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 6 2 74 78 200 EET 400 EET A 137 EET 400 EET A 77 1S 1S 1S 2 2 22 2 2 2 2 1 1 1 1 1 11 1 1 1 1 1 178 S-2 300 1 1 196 S-2 300 1 1 72 R1.LS1.100 EE P 01 TTA PANT A SERE TTA EIT APAIT 155 452 EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL P 01 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL P 0101 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1 1 1-R RATE IRE ARRIER 1P 1P 1-R RATE IRE PARTITIN 2 2 2-R RATE IRE ARRIER 1 1 1-R RATE ETERIR A IN ARANE IT SETIN 10237 SP SP SKE PARTITIN 1S 1S 1-R SKE ARRIER WALL LEGEND KEYNOTE LEGEND PNENT REIRE IT PRIE IT PANT A APAIT IT ATR R AREA SARE EET PANT A SPAE PANT A ATR - - - PAN GRP - EITING PANTS NERGING PANTS TRAE ISTANE - T EIT EET EET A N PAT TRAE EET EET A AREA NAR 2099 S S S 540 A, A 92806-6142 714-450-1700 714-450-1701 Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A EIT SIGNS SA E INTERNA R ETERNA IINATE 10133 EETRIA PERE EIT SIGNS SA E ISTE AN AEE IN ARANE IT 924 10135 TE EERGEN PER SSTE SA PRIE PER R A RATIN NT ESS TAN 90 INTES AN SA NSIST STRAGE ATTERIES, NIT EIPENT R AN N-SITE GENERATR TE INSTAATIN TE EERGEN PER SSTE SA E IN ARANE IT SETIN 2702 IN TE EENT PER SPP AIRE, AN EERGEN EETRIA SSTE SA ATATIA IINATE AISES, IES, RRIRS, INTERIRETERIR STAIRAS, AN ETERIR R ANINGS TE EERGEN PER SSTE SA PRIE PER R A RATIN NT ESS TAN 90 INTES AN SA NSIST STRAGE ATTERIES, NIT EIPENT R AN N-SITE GENERATR INITIA IINATIN AERAGE 1 T-ANE AN A INI 01 T ANE AT R EE 10083 E EERGEN IGTING AIITIES SA E ARRANGE T PRIE INITIA IINATIN TAT IS AT EAST AN AERAGE 1 T-ANE 11 AN A INI AT AN PINT 01 T-ANE 1 EASRE ANG TE PAT EGRESS AT R EE IINATIN EES SA E PERITTE T EINE T 06 T-ANE 6 AERAGE AN A INI AT AN PINT 006 T-ANE 06 AT TE EN TE EERGEN IGTING TIE RATIN A AI-T-INI IINATIN NIRIT RATI 40 T 1 SA NT E EEEE 10083 TE EIT SIGNS SA AS E NNETE T AN EERGEN EETRIA SSTE PRIE R STRAGE ATTERIES NIT EIPENT R AN N-SITE GENERATR SET, AN TE SSTE SA E INSTAE IN ARANE IT TE EETRIA E R IG RISE IINGS, SEE SETIN 403 G PERII SPEIA INSPETIN IS REIRE RING ANRAGE EETRIA EIPENT R EERGEN R STAN PER SSTE 1705126 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 12/31/25 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 FCC R01F17 EAST LOBBY R01H08 RETAIL 3 R01K2 ELEVATOR 03 R01E14 UTILITY YARD R01A20 RETAIL 2 R01K10 R08 FIRE PUMP ROOM R01F11 MAIN ELECTRICAL ROOM R01F13 R11' STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 STAIR 01 R01E24 ELEVATOR 02 R01E25 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 JANITOR R01F15 RESTROOM R01G15 STORAGE R01J09 EMERGENCY ELECTRICAL ROOM R01F12 RETAIL 1 EXIT DISCHARGE 0.15 32" CLEAR* 36" (34" CLEAR) 199* 226 *EXIT DISCHARGE SIZED TO ACCOMMODATE THE LARGEST OCCUPANT LOAD FROM ABOVE 162 S-1 300 1 225 B 150 2 2 1 1 39 S-1 300 1 66 S-1 300 1 993 B 150 7 7 29 792 A-3 15 53 21 2FB 2F B 2F B 2F B 2FB2FB2FB 2,302 M 60 39 39 1920 2,969 M 60 50 50 2525 20 19 25 25 2,983 M 60 50 50 2525 25 25 2,601 M 60 44 44 22 22 22 22 952 A-3 15 64 187 S-2 300 1 1 3,183 S-1 300 11 1,053 S-1 300 4 4 5 583 S-2 300 2 340 S-2 300 2 22 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 1FB1FB1FB1FB1FB1FB 1F B 1F B 1F B 2F B 2F B 2FB2FB 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 1FB 1FB 1FB 1F B 1F B 1FB1FB1FB 2F B 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB 2FB 2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 1F P 1F P 1F P 1F P 1F P 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 178 S-1 300 1 1 1 65 3332 33 33 11 44 1FP 1FP 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P EXIT DISCHARGE 0.15 32" CLEAR* 36" (34" CLEAR) 199* 226 *EXIT DISCHARGE SIZED TO ACCOMMODATE THE LARGEST OCCUPANT LOAD FROM ABOVE 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 2FB 2F B 2FB 2F B 2FB 2F B 190 S-1 300 1 1 5 1 76'- 0 " 1/3 = 2 5 ' - 4 " MIN . E X I T SEP A R A T I O N 34 ' - 9 " 533232 33 2FB 11 510 S-2 300 2 2F B 2F B 2F B 2 1 4 33 31 FEET (100 FEET MAX) 11 20 0 F E E T (2 5 0 F E E T M A X ) 44 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB R1.LS1.101 LEVEL 01G TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY 337* 5,006 EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 01G SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 01G01 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK J 12/31/25 1/7/25 DN R09R10R11R12R13R14R15R16R17 RF RF RG RG RH RH RJ RJ RK RK RL RL PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08R11' ELECTRICAL ROOM BELOW 14%7% RAMP DOWNUP 5% 5% UP STANDARD RP02-52 STANDARD RP02-53 STANDARD RP02-54 STANDARD RP02-51 STANDARD RP02-50 STANDARD RP02-49 STANDARD RP02-48 STANDARD RP02-47 STANDARD RP02-46 STANDARD RP02-45 STANDARD RP02-44 STANDARD RP02-43 STANDARD RP02-42 STANDARD RP02-41 STANDARD RP02-40 STANDARD RP02-39 STANDARD RP02-38 STANDARD RP02-37 STANDARD RP02-26 STANDARD RP02-25 STANDARD RP02-24 STANDARD RP02-23 STANDARD RP02-22 STANDARD RP02-21 STANDARD RP02-20 STANDARD RP02-18 STANDARD RP02-19 STANDARD RP02-17 STANDARD RP02-27 STANDARD RP02-28 STANDARD RP02-29 STANDARD RP02-30 STANDARD RP02-31 STANDARD RP02-32 STANDARD RP02-33 STANDARD RP02-34 STANDARD RP02-35 STANDARD RP02-36 STANDARD RP02-63 STANDARD RP02-64 STANDARD RP02-65 STANDARD RP02-66 STANDARD RP02-67 STANDARD RP02-68 STANDARD RP02-16 STANDARD RP02-15 STANDARD RP02-14 STANDARD RP02-13 STANDARD RP02-12 STANDARD RP02-11 STANDARD RP02-10 STANDARD RP02-09 STANDARD RP02-08 STANDARD RP02-07 STANDARD RP02-06 STANDARD RP02-03 STANDARD RP 02-02 STANDARD RP 02-01 STANDARD RP02-04 STANDARD RP02-05 ADA VAN RP02-55 ADA RP02-56 STANDARD RP02-57 STANDARD RP02-58 STANDARD RP02-59 STANDARD RP02-60 STANDARD RP02-61 STANDARD RP02-62 STANDARD ? STANDARD ? STANDARD ? VESTIBULE R29 ELEVATOR LOBBY R28 VESTIBULE R27 MEP ROOM R25 EXIT EXIT ELEVATOR 01 ELEVATOR 02 STAIR 01 STAIR 02 ELEVATOR 03 STORAGE R30 ELEVATOR LOBBY R148 VESTIBULE R31 1F B 1FB 1FB 1F B 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 1SB 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2FB 2F B 2F B 2FBSPSP 1F B 1F B 1F B 1F B 1F B 1FB 1F B 1F B 1F B 1F B 1F B DOOR 0.15 32" CLEAR 36" (34" CLEAR) 75 226 STAIRS 0.2 44" CLEAR 48" CLEAR 75 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 74 226 STAIRS 0.2 44" CLEAR 48" CLEAR 74 240 PARKING 28,801 S-2 200 145 178 S-2 300 1 55 S-1 300 1 14572 73 MEP 244 S-2 300 1 MEP 244 S-2 300 1 1 1 11 7472 73 73 2F B 2F B 2F B 2FB2FB2FB2FB 2F B 2F B 2F B 1 17 0 F E E T (4 0 0 F E E T M A X ) 75 173 FEET (400 FEET MAX) 74 R1.LS1.102 LEVEL 02 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 02 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 0201 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 149 452 12/31/25 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 ELEVATOR LOBBY R03E25 R08 PROPERTY LINEPROPERTY LINE R11' . TE L E S C O P E G A T E UP 5%5% DOWN 5%UP EXIT EXIT STANDARD R03-04 STANDARD R03-05 STANDARD R03-06 STANDARD R03-07 STANDARD R03-08 STANDARD R03-09 STANDARD R03-10 STANDARD R03-11 STANDARD R03-12 STANDARD R03-13 STANDARD R03-14 STANDARD R03-15 STANDARD RP02-69 STANDARD RP02-70 STANDARD RP02-71 STANDARD RP02-72 STANDARD RP02-76 STANDARD RP02-75 STANDARD RP02-74 STANDARD RP02-73 STANDARD R03-21 STANDARD R03-20 STANDARD R03-19 STANDARD R03-18 STANDARD R03-17 STANDARD RP03-39 STANDARD RP03-38 STANDARD RP03-37 STANDARD RP03-36 STANDARD RP03-35 STANDARD RP03-34 STANDARD RP03-33 STANDARD RP03-32 STANDARD RP03-31 STANDARD RP03-30 STANDARD RP03-01 STANDARD RP03-02 STANDARD RP03-03 STANDARD RP03-04 STANDARD RP03-05 STANDARD RP03-06 STANDARD ? STANDARD RP03-07 STANDARD RP03-08 STANDARD RP03-09 STANDARD RP03-10 STANDARD RP03-11 STANDARD RP03-12 STANDARD RP03-13 STANDARD ? STANDARD RP03-14 STANDARD RP03-15 STANDARD RP03-16 STANDARD RP03-17 STANDARD RP03-18 STANDARD RP03-19 STANDARD RP03-20 STANDARD RP03-21 STANDARD RP03-22 STANDARD RP03-23 STANDARD RP03-24 STANDARD RP03-25 STANDARD RP03-26 STANDARD RP03-27 STANDARD RP03-28 STANDARD RP03-29 STANDARD RP03-42 STANDARD RP03-41 STANDARD RP03-40 STANDARD RP03-43 STANDARD RP03-44 STANDARD RP03-45 STANDARD RP03-46 STANDARD RP03-47 STANDARD RP03-48 STANDARD RP03-49 STANDARD RP03-50 STANDARD RP03-51 STANDARD R03-01 STANDARD R03-02 STANDARD R03-03 EXIT STORAGE R83 VESTIBULE R84 VESTIBULE R81 ELEVATOR LOBBY R82 VESTIBULE R03E14 MEP ROOM R85 STAIR 01 ELEVATOR 01 ELEVATOR 02 ELEVATOR 03 STAIR 02 1F B 1FB 1FB 1F B 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 1SB 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2FB 2F B 2F B 2FBSPSP 1F B 1F B 1F B 1F B 1F B 1FB 1F B 1F B 1F B 1F B 1F B DOOR 0.15 32" CLEAR 36" (34" CLEAR) 74 226 STAIRS 0.2 44" CLEAR 48" CLEAR 74 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 74 226 STAIRS 0.2 44" CLEAR 48" CLEAR 74 240 PARKING 28,738 S-2 200 144 178 S-2 300 1 55 S-1 300 1 14472 72 MEP 262 S-2 300 1 MEP 288 S-2 300 1 1 1 11 7372 73 73 1 17 0 F E E T (4 0 0 F E E T M A X ) 173 FEET (400 FEET MAX) 74 74 R1.LS1.103 LEVEL 03 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 03 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 0301 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 148 452 12/31/25 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 PROPERTY LINEPROPERTY LINE R11' UP 5%5% DOWN 5% UP EXIT EXIT STANDARD R04-64 STANDARD R04-65 STANDARD R04-66 STANDARD R04-67 STANDARD R04-68 STANDARD R04-69 STANDARD R04-75 STANDARD R04-74 STANDARD R04-73 STANDARD R04-72 STANDARD R04-71 STANDARD R04-70 STANDARD R04-63 STANDARD R04-62 STANDARD R04-61 STANDARD R04-60 STANDARD R04-59 STANDARD R04-58 STANDARD R04-42 STANDARD R04-41 STANDARD R04-40 STANDARD R04-39 STANDARD R04-38 STANDARD R04-37 STANDARD R04-36 STANDARD R04-35 STANDARD R04-34 STANDARD R04-33 STANDARD R03-29 STANDARD R03-28 STANDARD R03-27 STANDARD R03-26 STANDARD R03-22 STANDARD R03-23 STANDARD R03-24 STANDARD R03-25 STANDARD R04-01 STANDARD R04-02 STANDARD R04-03 STANDARD R04-04 STANDARD R04-05 STANDARD R04-06 STANDARD R04-07 STANDARD R04-08 STANDARD R04-09 STANDARD R04-10 STANDARD R04-11 STANDARD R04-12 STANDARD R04-13 STANDARD R04-14 STANDARD R04-15 STANDARD R04-16 STANDARD R04-17 STANDARD R04-18 STANDARD R04-19 STANDARD R04-21 STANDARD R04-22 STANDARD R04-23 STANDARD R04-24 STANDARD R04-25 STANDARD R04-26 STANDARD R04-27 STANDARD R04-28 STANDARD R04-29 STANDARD R04-30 STANDARD R04-31 STANDARD R04-32 STANDARD R04-43 STANDARD R04-44 STANDARD R04-45 STANDARD R04-46 STANDARD R04-47 STANDARD R04-48 STANDARD R04-49 STANDARD R04-50 STANDARD R04-51 STANDARD R04-52 STANDARD R04-53 STANDARD R04-54 STANDARD R04-55 STANDARD R04-56 STANDARD R04-57 VESTIBULE R74 ELEVATOR LOBBY R75 VESTIBULE R76 MEP ROOM R77 STORAGE R78 ELEVATOR LOBBY R79 VESTIBULE R80 STAIR 01 ELEVATOR 01 ELEVATOR 02 ELEVATOR 03 STAIR 02 1F B 1FB 1FB 1F B 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 1SB 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2FB 2F B 2F B 2FBSPSP 1F B 1F B 1F B 1F B 1F B 1FB 1F B 1F B 1F B 1F B 1F B DOOR 0.15 32" CLEAR 36" (34" CLEAR) 74 226 STAIRS 0.2 44" CLEAR 48" CLEAR 74 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 74 226 STAIRS 0.2 44" CLEAR 48" CLEAR 74 240 PARKING 28,738 S-2 200 144 178 S-2 300 1 55 S-1 300 1 14472 72 MEP 262 S-2 300 1 MEP 288 S-2 300 1 1 1 11 7372 73 73 1 17 0 F E E T (4 0 0 F E E T M A X ) 173 FEET (400 FEET MAX) 74 74 R1.LS1.104 LEVEL 04 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 04 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 0401 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 148 452 12/31/25 1/7/25 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 CONDENSING UNITS R05A26 R08 PROPERTY LINEPROPERTY LINE R11' STANDARD R05-64 STANDARD R05-65 STANDARD R05-66 STANDARD R05-67 STANDARD R04-69 STANDARD R04-72 STANDARD R04-73 STANDARD R04-74 STANDARD R04-75 STANDARD R05-01 STANDARD R05-02 STANDARD R05-03 STANDARD R05-04 STANDARD R05-06 STANDARD R05-05 STANDARD R05-63 STANDARD R05-61 STANDARD R05-63 STANDARD R05-62 STANDARD R05-60 STANDARD R05-58 STANDARD R05-59 STANDARD R05-57 STANDARD R05-56 STANDARD R05-55 STANDARD R05-54 STANDARD R05-53 STANDARD R05-52 STANDARD R05-51 STANDARD R05-50 STANDARD R05-49 STANDARD R05-48 STANDARD R05-47 STANDARD R05-46 STANDARD R05-44 STANDARD R05-45 STANDARD R05-43 STANDARD R05-32 STANDARD R05-31 STANDARD R05-30 STANDARD R05-29 STANDARD R05-28 STANDARD R05-27 STANDARD R05-26 STANDARD R05-25 STANDARD R05-24 STANDARD R05-23 STANDARD R05-22 STANDARD R05-20 STANDARD R05-21 STANDARD R05-19 STANDARD R05-18 STANDARD R05-17 STANDARD R05-16 STANDARD R05-14 STANDARD R05-13 STANDARD R05-12 STANDARD R05-10 STANDARD R05-11 STANDARD R05-08 STANDARD R05-09 STANDARD R05-07 STANDARD R04-79 STANDARD R04-78 STANDARD R04-77 STANDARD R04-76 STANDARD R05-73 STANDARD R05-72 STANDARD R05-70 STANDARD R05-71 STANDARD R05-42 STANDARD R05-41 STANDARD R05-40 STANDARD R05-39 STANDARD R05-37 STANDARD R05-38 STANDARD R05-36 STANDARD R05-35 STANDARD R05-34 STANDARD R05-33 UP 5% RAMP 5% RAMP DOWN 5% RAMP UP STANDARD R05-68 STANDARD R05-69 STANDARD R05-70 STANDARD R05-71 STANDARD R05-72 STANDARD R05-73 STANDARD R05-70 STANDARD R05-74 VESTIBULE R67 MEP ROOM R68 ELEVATOR LOBBY R69 VESTIBULE R70 ELEVATOR LOBBY R71 STORAGE R72 VESTIBULE R73 EXIT EXIT STAIR 01 ELEVATOR 01 ELEVATOR 02 STAIR 02 ELEVATOR 03 1F B 1FB 1FB 1F B 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 1SB 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2FB 2F B 2F B 2FBSPSP 1F B 1F B 1F B 1F B 1F B 1FB 1F B 1F B 1F B 1F B 1F B DOOR 0.15 32" CLEAR 36" (34" CLEAR) 74 226 STAIRS 0.2 44" CLEAR 48" CLEAR 74 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 74 226 STAIRS 0.2 44" CLEAR 48" CLEAR 74 240 PARKING 28,737 S-2 200 144 178 S-2 300 1 55 S-1 300 1 14472 72 MEP 262 S-2 300 1 MEP 289 S-2 300 1 1 1 11 7372 73 73 1 17 0 F E E T (4 0 0 F E E T M A X ) 173 FEET (400 FEET MAX) 74 74 R1.LS1.105 LEVEL 05 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY 148 452 EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 05 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 0501 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 12/31/25 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 ELEVATOR LOBBY R06H14 STAIR 01 R123 STAIR 02 R126 ELEVATOR 03 R127 WOMEN R06H13A MEN R06H13C JANITOR R06H13B RESIDENTIAL UNIT STORAGE R06H12 GAME ROOM R06H16 BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 CONFERENCE R06F15 CONFERENCE R06F16 POOL EQUIPMENT R06J11 STAIR 04 R170 BUILDING STORAGE R06J13 COORIDOR R06J12 RESIDENTIAL UNIT STORAGE R06K12 MECHANICAL R06F08 CORRIDOR R06G16 STAIR 5 R06H17 10 8 7 8 7 10 O F F 10 87 87 10 O F F LANDSCAPE LA N D S C A P E GR I L L GR I L L LOUNGE DECK 2,937 A-3 15 196 GAME ROOM 856 A-3 15 58 1F B 1FB 1FB 1F B 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 1SB 2FB2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB 2F B 2F B 2FB 2FBSPSP SP SP 1F B 1F B 1F B 1F B 1F B 1FB1FB 1F B 1F B 1F B 1F B 1F B 2F B 2F B 2F B 2F B 2FB 2FB POOL EQUIPMENT 416 S-2 300 2 4 STORAGE 992 S-1 300 4 ANITOR 48 S-1 300 1 1 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 201 226 STAIRS 0.2 44" CLEAR 48" CLEAR 201 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 201 226 STAIRS 0.2 44" CLEAR 48" CLEAR 201 240 MEP 178 S-2 300 1 1 4 MEP 262 S-2 300 1 1 AGGREGATE PARKING AREA 7,500 S-2 200 38 38 1F P 1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP 1F P 1FP1FP1FP 1F P 1FP1FP1FP1FP1FP1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP1FP1FP1FP 1F P 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1F P 1FP 1FP 1F P 1FP 1F P 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 20129 29 203 B 15 14 622 B 150 5 212 B 15 15 898 A-3 15 60 14 5 TRASH 55 S-1 300 1 1 170 201 200 30 1 161 196 9898 98 58 29 29 15 60 3030 3064 32 32 32 9832 32 32 130 2 1,183 S-1 300 4 29 1111 11 40 130 431 S-1 300 2 2 21'-8" 20'-0" MAX. DEAD END 17 0 F E E T (4 0 0 F E E T M A X ) 40 39 1 50 FEET (75 FEET MAX) 130 20 0 F E E T (2 5 0 F E E T M A X ) 165 15929154155 161 68 FEET (75 FEET MAX) R1.LS1.106 LEVEL 06 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 06 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 0601 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 402 452 12/31/25 1/7/25 UP DN DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 PROPERTY LINEPROPERTY LINE R11' VESTIBULE R53 ELEVATOR LOBBY R54 VESTIBULE R55 MEP ROOM R56 VESTIBULE R57 ELEVATOR LOBBY R58 TRASH ROOM R59 FITNESS STUDIO R107 YOGA STUDIO R108 JANITOR R109 MEN R110 CORRIDOR R111 LIFT STORAGE R112 WOMEN R113 CORRIDOR R114 CLUB HOUSE R115 STAIR 02 ELEVATOR 03 STAIR 01ELEVATOR 01 ELEVATOR 02 POOL DECKPOOLSPA GRILLGRILL POOL DECK 2,161 A-3 15 145 (1 2 5 F E E T M A X ) 10 1 F E E T (1 2 5 F E E T M A X ) POOL 324 A-3 50 7 245 FEET (250 FEET MAX) 932 B 50 19 591 B 15 40 55 S-1 300 1 1 2 RESIDENTIAL 16,789 R-2 200 84 242114 128 51 S-1 300 1 1 1 65 S-1 300 1 2 2 1,035 A-3 15 69 310 S-2 300 2 1F B 1FB 1FB 1F B 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 2F B 1SB 88 F E E T DOOR 0.15 32" CLEAR 36" (34" CLEAR) 164 226 STAIRS 0.2 44" CLEAR 48" CLEAR 164 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 165 226 STAIRS 0.2 44" CLEAR 48" CLEAR 165 240 STAIRS 0.2 44" CLEAR 96" CLEAR 146 480 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2FB 2F B 2F B 2FB SP SP 1F B 1F B 1F B 1F B 1F B 1FB 1F B 1FP 1F P 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1F P 1FP 1FP1FP1FP1FP1FP 1FP 1FP1FP1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 35 34 10 40 292146 146 18 7 34 146 146 156 158 158 163 163 165 163163 145 84 9 49 BENCH 480" A-3 18"/OCC 27 27 4' - 1 " 4' - 1 " 4' - 1 " 52 CIRCULATION 1,340 A-3 150 9 9 10 8 F E E T (2 5 0 F E E T M A X ) 164 175'-9" 1/3 = 58' - 7 " MIN. EXI T SEPARA T I O N 65'-1" POOL 864 A-3 50 18 POOL DECK 775 A-3 15 52 R1.LS1.107 LEVEL 07 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 07 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 0701 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 474 480 12/31/25 1/7/25 DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' ELEV STAIR VEST MEP HALL STAIR MEP ELEVATOR LOBBY STAIR VEST STAIR TRASH ST-1 ST-1 ST-1 ST-1 1BR.1 1BR.1 1BR.2ST-1 ST-1ST-1 ST-1ST-1 2BR.1 1BR.11BR.2ST-1ST-1ST-11BR.11BR.1 2BR.1 ELEVATOR LOBBY ELEV ELEV 98 F E E T (1 2 5 F E E T M A X ) 10 1 F E E T (1 2 5 F E E T M A X ) DOOR 0.15 32" CLEAR 36" (34" CLEAR) 56 226 STAIRS 0.2 44" CLEAR 48" CLEAR 56 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 56 226 STAIRS 0.2 44" CLEAR 48" CLEAR 56 240 RESIDENTIAL 21,766 R-2 200 109 310 S-2 300 2 55 S-1 300 1 1 2 10955 54 55 54 56 1F B 1FB 1FB 1F B 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 2F B 1SB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2FB 2F B 2F B 2FB 1FP1FP 1FP 1F P 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1F P 1FP 1FP1FP1FP1FP 1FP1FP 1FP 1FP 1FP1FP1FP 1FP1FP 1FP1FP1FP 1FP1FP 1FP1FP SP SP 1F B 1F B 1F B 1F B 1F B 1FB 1F B 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 117 FEET (250 FEET MAX) 125 FEET (250 FEET MAX) 56 R1.LS1.108 LEVELS 08-14 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVELS 08-14 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVELS 08-1401 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 112 452 12/31/25 1/7/25 R112 UP R09R10R11R12R13R14R15R16 RF RG RH RJ RK RL PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E R08 PROPERTY LINEPROPERTY LINE R11' VESTIBULE R34 STAIR 02 ELEVATOR LOBBY R36 STORAGE R37 ELEVATOR 03 TRASH ROOM R39 VESTIBULE R40 ELEVATOR LOBBY R41 STAIR 01 ELEVATOR 01 ELEVATOR 02 1:12 MAX SLOPE DN ALL GENDER RR R158 VESTIBLE R159 ALL GENDER RR R160 JANITOR R161 EAST CORR. R162 Room R163 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 136 226 STAIRS 0.2 44" CLEAR 48" CLEAR 136 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 137 226 STAIRS 0.2 44" CLEAR 48" CLEAR 137 240 DECK 2,646 A-3 15 177 89 9347 RESIDENTIAL 18,423 R-2 200 93 1F B 1FB 1FB 1F B 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 2F B 1SB 2FB 2FB 2FB 2F B 2FB2FB2FB2FB2FB2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2F B 2FB 2F B 2F B 2F B 2F B 2FB 2FB 2FB 2FB 2F B SP SP 1FP 1FP1FP 1FP 1F P 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1FP 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 1F P 98 F E E T (1 2 5 F E E T M A X ) 89 46 46 135 136 46 89 ANITOR 63 S-1 300 1 1 STORAGE 75 S-1 300 1 1 TRASH 55 S-1 300 1 1 47 136 89 34 ' - 4 " 37 ' - 8 1 / 2 " 123 FEET (250 FEET MAX) 89136 137 90 ' - 6 " 1/3 = 3 0 ' - 2 " M I N . EX I T S E P A R A T I O N 15 1 F E E T (2 5 0 F E E T M A X ) 88 177 88 R1.LS1.109 LEVEL 15 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 15 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 1501 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 273 452 12/31/25 1/7/25 DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E MEP SPACE R17D24 ELEVATOR 03 MEP SPACE R17E16 R08 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/4'' / 1'-0'' PROPERTY LINEPROPERTY LINE R11' 1/ 4 ' ' / 1 ' - 0 ' ' PVC ROOFING STAIR 02 ELEVATOR EQUIPMENT ROOM R102ELEVATOR 01 ELEVATOR 02 STAIR 01 ELEVATOR EQUIPMENT ROOM R106 VESTIBULE R156 VESIBULE R157 OVERRUN OVERRUN OVERRUN DOOR 0.15 32" CLEAR 36" (34" CLEAR) 3 226 STAIRS 0.2 44" CLEAR 48" CLEAR 3 240 DOOR 0.15 32" CLEAR 36" (34" CLEAR) 3 226 STAIRS 0.2 44" CLEAR 48" CLEAR 3 240 819 S-2 300 3 ROOF AREA IS UNENCLOSED (OPEN TO SKY) AND WILL NOT BE NORMALLY OCCUPIED 819 S-2 300 3 2FB 2F B 2F B 2F B 2FB2F B 2F B 2F B 2F B 2F B 2F B 2FB 2FB 2F B 2F B 2FB 2F B 2F B 2FB 2FB 2F B 2F B 2F B 2F B 2FB 2F B 2FB 3 3 2F B 2FB R1.LS1.110 LEVEL 16 TOTAL OCCUPANT LOAD SERVED TOTAL EXIT CAPACITY EXISTING SUMMARY FIRE LIFE SAFETY PLAN - LEVEL 16 SCALE: 1/8" = 1'-0" FIRE LIFE SAFETY PLAN - LEVEL 1601 SHEET NOTES LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2015 1/8" = 1'-0" 07.3757.000SCALE: 1/8" = 1'-0"01 1FB 1FB 1-HOUR RATED FIRE BARRIER 1FP 1FP 1-HOUR RATED FIRE PARTITION 2FB 2FB 2-HOUR RATED FIRE BARRIER 1F 1F 1-HOUR RATED EXTERIOR WALL IN ACCORDANCE WITH CBC SECTION 1023.7 SP SP SMOKE PARTITION 1SB 1SB 1-HOUR SMOKE BARRIER WALL LEGEND KEYNOTE LEGEND COMPONENT REQUIRED WIDTH PROVIDED WIDTH OCCUPANT LOAD CAPACITY WIDTH FACTOR ROOM AREA (SQUARE FEET) OCCUPANT LOAD OF SPACE OCCUPANT LOAD FACTOR - - - OCCUPANCY GROUP - EXITING OCCUPANTS CONVERGING OCCUPANTS TRAVEL DISTANCE - TO EXIT # FEET (# FEET MAX) COMMON PATH OF TRAVEL # FEET (# FEET MAX) # AREA BOUNDARY # 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) B.ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC 1013.5) C.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. D.IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBIES, CORRIDORS, INTERIOR/EXTERIOR STAIRWAYS, AND EXTERIOR DOOR LANDINGS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT CANDLE AT FLOOR LEVEL. (CBC 1008.3). E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3). F.THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. G.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEM. (CBC 1705.12.6) 3rd & Broadway Residential Core & Shell 09/27/2024 REVISION TO PERMIT 11/22/2024 REISSUE TO THE PLAN CHECK 6 452 12/31/25 1/7/25 SEE SCHED.EQ EQ SEE SCHEDULE DOOR TYPE A HOLLOW METAL DOOR AND FRAME -SINGLE SE E S C H E D U L E SE E S C H E D U L E SEE SCHED DOOR TYPE G3 ALUMINUM & GLASS DOOR -SINGLE SE E S C H E D U L E DOOR TYPE G4 ALUMINUM & GLASS DOOR -DOUBLE SE E S C H E D U L E MIN 10 "MI N 10 " EQ EQ SEE SCHEDULE SE E S C H E D U L E CLEAR OPENING SEE SCHEDULE DOOR TYPE K ROLL-UP DOOR SYSTEM ROLL UP DOOR JAMBS OVERHEAD COILING MACHINE POCKET DOOR TYPE B HOLLOW METAL DOOR AND FRAME -DOUBLE DOOR TYPE G5 ALUMINUM & GLASS DOOR-SINGLE MI N 10 " SEE SCHEDULE SE E S C H E D U L E 1. DOOR THRESHOLDS TO BE 1/2" THICK MAXIMUM TYPICAL. A FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 1:2. EXCEPT FOR CURBS AT ROOF LEVEL DOORS (RFM). 2. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. SURFACE-MOUNTED FLUSH OR SURFACE BOLTS ARE PROHIBITED. AUTOMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR SURFACE-MOUNTED HARDWARE AND THE UNLATCHING OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION. 3. DOOR FRAMES AND HARDWARE FOR RATED DOORS SHALL BE LISTED FOR THOSE RATINGS. ALL FIRE RATED DOORS SHALL BE PROVIDED WITH AN AUTOMATIC DOOR CLOSER. SEE SHEET R1.A0.032-.033 FOR REQUIRED FIRE RATINGS FOR DOORS AND SHUTTERS. 4. FIRE DOORS SHALL HAVE AN APPROVED LABEL OR EXISTING MARK INDICATING THE FIRE-PROTECTION RATING, WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHERE FABRICATION AND ASSEMBLY ARE DONE. 5. ALL 20-MINUTE RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL SO INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP. THE DOOR AND FRAME SHALL BEAR AN APPROVAL LABEL OR OTHER IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED BY THE LETTER "S". 6. FIRE-RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS. MANUFACTURER'S PRINTED INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES. 7. FURNISH DOOR STOPS FOR ALL DOOR LEAFS. IN EVENT SCHEDULED WALL OR FLOOR BUMPER CANNOT BE USED EFFECTIVELY, FURNISH OVERHEAD STAY. 8. PROVIDE DOOR HINGES FOR: A. DOORS OVER 60 INCHES OR LESS = 2 BUTTS B. DOORS OVER 60 INCHES AND NOT OVER 90 INCHES = 3 BUTTS (86 INCHES FOR FIRE-RATED DOORS). C. DOORS OVER 90 INCHES AND NOT OVER 120 INCHES (116 INCHES FOR FIRE-RATED DOORS) = 4BUTTS 9. PROVIDE WEATHERSTRIPPING AND SEALS FOR EXTERIOR DOORS AT JAMBS, HEAD AND DOOR BOTTOM. 10.DOOR THICKNESS SHALL BE 1 3/4" TYP. U.N.O. 11.DOORS INSTALLED IN SMOKE AND FIRE SEPARATIONS SHALL BE AUTOMATIC BY THE ACTUATION OF SMOKE DETECTORS INSTALLED BY APPLICABLE CODES OR BY LOSS OF POWER TO THE SMOKE DETECTOR OR HOLD-OPEN DEVICE. 12. DOOR FRAMES SHALL BE HOLLOW METAL, U.N.O. 13.ALL DOORS INTO WASHROOMS AND JANITOR CLOSETS SHALL HAVE 2" WIDE STONE THRESHOLDS WITH BEVELED EDGES. COLOR T.B.D. BY ARCHITECT. 14.CONTRACTOR TO COORDINATE DOOR HARDWARE AND HARDWARE COUNT TYPICAL. ANY NON-COMPATIBLE HARDWARE IN THE SAME HARDWARE GROUP TO BE BROUGHT IMMEDIATELY TO THE ARCHITECT'S ATTENTION. 15.HARDWARE SCHEDULE IS A GUIDE ONLY. FURNISH ALL HARDWARE AS REQUIRED FOR THE PROJECT. HARDWARE REQUIRED FOR ANY PARTICULAR LOCATION, BUT NOT SPECIFIED SHALL BE THE SAME AS THAT SPECIFIED FOR SIMILAR LOCATIONS. ALL DOORS SHALL BE COVERED BY A LISTING OF HARDWARE IN THE FINISH HARDWARE SCHEDULE WHETHER SPECIFIED OR NOT. 16.REFER TO DRAWINGS FOR LOCATION OF SANITARY FACILITY SIGNAGE TYPICAL. 17.REFER TO DRAWINGS FOR REQUIRED CLEARANCES AT DOOR SWINGS TYPICAL. ANY DISCREPANCIES BETWEEN THE FLOOR PLANS AND THE DETAILS SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO THE START OF WORK. 18.CONTRACTOR TO VERIFY & COORDINATE ROUGH OPENING DIMENSIONS IN CONCRETE AND CMU WALLS IN THE FIELD PRIOR TO DOOR FABRICATION. 19.PROVIDE NO PAINTED OR PRIMED-FOR-PAINT HINGES. ALL HINGES TO BE FACTORY FINISHED. PROVIDE BRUSHED SS FINISH AT EXTERIOR DOORS AND EQUAL CHROME FINISH AT INTERIOR DOORS TYPICAL. 20.SEE MECHANICAL DRAWINGS FOR REQUIRED DOOR UNDERCUTS TYPICAL. INDICATE ON SHOP DRAWINGS. DO NOT USE TRANSFER GRILLES AT DOORS UNLESS APPROVED BY THE ARCHITECT. 21. ALL TRANSFORMERS REQUIRED FOR ELECTRIFIED HARDWARE TO BE CONCEALED BEHIND FLUSH ACCESS PANELS TYPICAL. CONTRACTOR TO INDICATE ON SHOP DRAWINGS ACCESS PANEL LOCATIONS FOR ARCHITECT'S REVIEW. ELECTRICAL CONTRACTOR TO COORDINATE REQUIREMENTS WITH SECURITY AND DOOR HARDWARE CONTRACTORS PRIOR TO INSTALLATION. 22.THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 POUND FORCE. THE DOOR SHALL SWING INTO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15 POUND FORCE. 23.EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. 24.PROVIDE SAMPLES UPON REQUEST. 25.CONTRACTOR TO PROVIDE ELECTRIFIED HARDWARE AND DEVICES AS REQUIRED TO COMPLETE THE SECURITY SYSTEM AND POWER OPERATED DEVICE INSTALLATION. CONTRACTOR TO PROVIDE AND COORDINATE ACCESS PANELS REQUIRED FOR ELECTRIFIED HARDWARE OR SECURITY DEVICES. CONTRACTOR TO PROVIDE LAYOUT PLANS FOR ARCHITECT'S REVIEW. 26.FOR EXTERIOR DOORS THAT ARE PART OF A CURTAINWALL SYSTEM ALL WIRING FOR ELECTRIFIED AND SECURITY DEVICES TO BE CONCEALED WITHIN THE MULLIONS TYPICAL. 27.PANIC DEVICES TO BE PROVIDED AS REQUIRED TO MEET APPLICABLE CODES. 28.SMOKE SEALS TO BE PROVIDED PER APPLICABLE CODES. 29.DOORS SCHEDULED AS SMOKE DOORS TO BE DOOR HARDWARE + GASKET ASSEMBLIES MEETING THE TESTING CRITERIA OF UL 1784 & NFPA 105 30.ALL DOOR SIZES SHOWN ON THE DOOR SCHEDULE ARE OPENING SIZES. PROVIDE ALLOWANCE FOR THRESHOLDS, FRAMES, ETC. 31.ALL DOORS AND FRAMES SHALL BE REINFORCED FOR CLOSERS, STOPS AND HARDWARE. 32.ALL FIRE RATED DOORS SHALL BE GASKETED AT HEAD AND JAMBS. 33.CONTRACTOR SHALL VERIFY ALL CONCRETE AND MASONRY OPENINGS IN THE FIELD PRIOR TO THE FABRICATION OF DOORS AND FRAMES. 34.ALL LEGAL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL SWING IN THE DIRECTION OF EGRESS. SPECIAL LOCKING DEVICES SHALL BE AN APPROVED TYPE. 35.AIR LEAKAGE AT EXTERIOR DOORS SHALL BE LIMITED PER THE FOLLOWING: A. ALL DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL OR BAFFLE AT THE HEAD, SILL, AND JAMBS. B. DOORS REQUIRING VERTICAL OR HORIZONTAL TRACK AND GUIDES SHALL USE A CONTINUOUS MOUNTING ANGLE, SEALED IN ACCORDANCE WITH ITEM "e" LISTED HERE. C. MEETING RAILS OF SECTIONAL DOORS AND MEETING STILES OR RAILS OF BI-PARTING DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL OR BAFFLE. D. SWINGING AND REVOLVING DOORS SHALL BE WEATHER-STRIPPED AT THE HEAD, SILL AND JAMBS. 36.ALL FIRE RATED DOORS WHICH OPEN INTO EXIT ENCLOSURES OR EXIT PASSAGEWAYS SHALL BEAR MANUFACTURES LABEL INDICATING A MAXIMUM 450 DEGREE F TEMPERATURE RISE ON THE EXPOSED SIDE. 37.GLAZING WITHIN DOORS AND SIDELIGHTS WITHIN 24" SHALL COMPLY WITH CBC SECTION 2406. 38.NOT USED 39. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON-REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4" DIA. STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2-1/2" LONG. 40.CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 41.DEADBOLTS SHALL HAVE HARDENED INSERTS. DEADLOCKING LATCH WITH KEY-OPERATED LOCKS SHALL BE PROVIDED ON EXTERIOR. LOCKS SHALL BE OPENABLE WITHOUT KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT FROM THE INTERIOR. 42.STRAIGHT DEADBOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK- SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4" . 43.LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 44.THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 45.DOORS OPENING INTO REQUIRED 1-HOUR FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT-STOP FIRE ASSEMBLY HAVING A 20-MINUTE RATING, AND SHALL BE SELF CLOSING. 46.ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH CBC SECTION 1008.1.9-1008.1.9.7. 47. G.C. TO PROVIDE COMPLETE DOOR/HARDWARE PACKAGE TO FUNCTION AS INDICATED. ALL DOORS AND HARDWARE SHALL BE BUILDING STANDARD, U.O.N. SUBMIT COMPLETE SPECS TO ARCHITECT FOR REVIEW AND APPROVAL. 48. ALL HARDWARE TO MEET TITLE 24 AND ACCESSIBILITY REQUIREMENTS. SEE MOUNTING HEIGHTS ON SHEET R1.G0.032 49. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION (CBC SEC. 11B-404.2.10) 50. ALL GLAZING SHALL BE TEMPERED, ALL EXPOSED EDGES SHALL BE POLISHED. GLAZING WITHIN A 24" ARC OF EITHER SIDE OF DOORS MUST BE OF SAFETY GLAZING MATERIAL (CBC SEC. 2406). 51. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" A.F.F. (CBC SEC. 11B-404.2.7 ) LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE. (CBC SEC. 11B-309.4). ABREVIATIONS LIST: AL = ALUMINUM BRZ = OIL RUBBED BRONZE BS = BLDG STANDARD CL = CLEAR (E) = EXISTING FH = FULL HEIGHT FR = FIRE RATED HC = HOLLOW CORE HM =HOLLOW METAL INT = BY INTERIOR DOCUMENTS NR =NON FIRE RATED PG =PAINT GRADE PT = PAINT SC = SOLID CORE SS = STAINLESS STEEL ST = STAIN WD = WOOD SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:02:16 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A0.031 DOOR TYPES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" DOOR TYPES SCALE:1/4" = 1'-0" DOOR NOTES 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 11/18/2024 3:36:07 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A0.032 DOOR SCHEDULE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA DOOR AND FRAME SCHEDULE - RESIDENTIAL Scope TYPE PANEL PANEL PANEL DOOR PANEL DOOR FRAME FRAME FRAME FRAME FIRE RATING STC REMARKS DIMENSIONS DIMENSIONS DIMENSIONS JAMB HEAD SILLWIDTH HEIGHT THICK. MATERIAL FINISH MATERIAL FINISH C&S A1.2 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 NON-RATED PRIVACY LOCKSET AND CLOSER C&S A1.3 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 NON-RATED STOREROOM LOCK WITH DEADBOLT AND CLOSER C&S A1.4 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 16/R1.A0.033 15/R1.A0.033 05/R1.A0.034 NON-RATED STOREROOM LOCK WITH DEADBOLT C&S A1.5 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 45 MIN STC34 KEYCARD LOCK WITH CLOSER C&S A1.6 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 45 MIN PASSAGE LATCH AND CLOSER C&S A1.7 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 45 MIN PASS LATCH AND HOLD OPEN C&S A2.1 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 90 MIN STOREROOM LOCK WITH DEADBOLT AND CLOSER C&S A2.2 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 90 MIN EGRESS PANIC DEVICE WITH MORTISE LOCK AND CLOSER C&S A2.3 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 90 MIN EGRESS PANIC DEVICE WITH PASSAGE LATCH AND CLOSER C&S A2.4 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 90 MIN PASSAGE LATCH AND CLOSER C&S A2.5 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 90 MIN EGRESS PANIC DEVICE WITH PASSAGE LATCH AND MAGNETIC HOLD OPEN C&S A2.6 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 05/R1.A0.034 90 MIN STC34 ENTRY LOCKSET WITH CLOSER C&S A2.7 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 01/R1.A0.034 NON-RATED EGRESS PANIC DEVICE WITH EXTERIOR LOCK AND CLOSER C&S B1.1 6' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 16/R1.A0.033 15/R1.A0.033 90 MIN EGRESS PANIC DEVICE WITH EXTERIOR LOCK AND CLOSER C&S B1.6 6' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 16/R1.A0.033 15/R1.A0.033 05/R1.A0.034 90 MIN EGRESS PANIC DEVICE WITH EXTERIOR LOCK AND CLOSER C&S B1.7 6' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 06/R1.A0.033 05/R1.A0.033 90 MIN EGRESS PANIC DEVICE WITH PASSAGE LATCH AND MAGNETIC HOLD OPEN C&S B1.8 6' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT 02/R1.A0.033 01/R1.A0.033 NON-RATED STOREROOM LOCK WITH DEADBOLT AND CLOSER C&S G3.7 3' - 0" 7' - 0" 0' - 1 3/4" ALUM / GLASS NON-RATED EGRESS PANIC DEVICE WITH EXTERIOR LOCK AND CLOSER C&S G3.8 3' - 2" 8' - 0" 0' - 1 3/4" ALUM / GLASS WHITE / CLEAR ALUM WHITE 05/R1.A6.103 07/R1.A6.103 NON-RATED EGRESS PANIC DEVICE WITH EXTERIOR LOCK AND CLOSER C&S G3.9 3' - 0" 8' - 0" 0' - 1 3/4" ALUM / GLASS LIGHT BRONZE / CLEAR ALUM LIGHT BRONZE 08/R1.A6.101 04/R1.A6.101 01/R1.A6.101 NON-RATED EGRESS PANIC DEVICE WITH EXTERIOR LOCK AND CLOSER C&S G4.1 6' - 0" 8' - 0" 0' - 1 3/4" ALUM / GLASS LIGHT BRONZE / CLEAR ALUM LIGHT BRONZE 08/R1.A6.101 04/R1.A6.101 01/R1.A6.101 NON-RATED EGRESS PANIC DEVICE WITH VERTICAL PULLS AND CLOSER C&S G4.2 6' - 0" 7' - 0" 0' - 1 3/4" ALUM / GLASS WHITE / CLEAR ALUM WHITE 05/R1.A6.103 07/R1.A6.103 NON-RATED EGRESS PANIC DEVICE WITH EXTERIOR LOCK AND CLOSER C&S G5.1 3' - 2" 8' - 0" 0' - 1 3/4" ALUM / GLASS WHITE / CLEAR ALUM WHITE 09 & 10 / R1.A6.103 08/R1.A6.103 06/R1.A6.103 NON-RATED SLIDING DOOR LOCKSET C&S K1.1 24' - 0" 12' - 0" 0' - 0 5/16" STEELGRILLE PT STEEL PT 01/R1.A6.215 05/R1.A6.215 NON-RATED Built to order, open curtain grilles provide security, visual access of separated areas C&S K1.2 11' - 3" 12' - 0" 0' - 0 5/16" STEELGRILLE PT STEEL PT 01/R1.A6.215 05/R1.A6.215 NON-RATED Built to order, open curtain grilles provide security, visual access of separated areas C&S K2.1 8' - 0" 8' - 0" 0' - 0 7/8" INSULATED STEEL PT STEEL PT 01/R1.A6.215 05/R1.A6.215 NON-RATED ALL IN ONE OVERHEAD MOTORIZED ROLL UP DOOR A. EXTERIOR DOOR WITH EXPOSED HINGES TO HAVE NON-REMOVABLE PINS 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check IH J J PT ALUM WHITE 1/7/25 PER SCHEDULE PA R T I T I O N PUSH SIDE PULL SIDE SEE HEAD CONDITION FOR ADDITIONAL NOTATION AS R E Q UI R E D SO F F I T R E Q U I RE D RA B B E T A S VA R I E S SC H E D UL E PA R T I T I O N P E R RE Q U I R ED RA B B E T A S AS R E Q UI R E D SO F F I T 2"5/8" 1/ 2 " 1" SEE HEAD CONDITION FOR ADDITIONAL NOTATION VA R I E S MI N 1" PE R S C HE D U L E PA R T I T I O N RE Q U I R ED RA B B E T A S AS R E Q UI R E D SO F F I T 2"5/8" 1/ 2 " 1" PUSH SIDE PULL SIDE SEE HEAD CONDITION FOR ADDITIONAL NOTATION VA R I E S PER SCHEDULE PARTITION PUSH SIDE PULL SIDE 1/ 2 " 1" AS REQUIRED SOFFIT REQUIRED RABBET AS VARIES 08 11 13 -Z-CLIP FRAME ATTACHEMENT PAINTED 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 -SOLID GROUT/FIRE SAFE FRAME PAINTED SCHEDULE PARTITION PER REQUIRED RABBET AS AS REQUIRED SOFFIT 2" 5/ 8 " 1/2" 1" PULL SIDEPUSH SIDE VARIES 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 -Z-CLIP FRAME ATTACHEMENT PAINTED 08 11 13 -SOLID GROUT/FIRE SAFE FRAME PAINTED MIN 1" PER SCHEDULE PARTITION 2" PE R M A N U F . 1/2" 1" PUSH SIDE PULL SIDE 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 -Z-CLIP FRAME ATTACHEMENT PAINTED 08 11 13 -SOLID GROUT/FIRE SAFE FRAME PAINTED AS REQUIRED SOFFIT REQUIRED RABBET AS VARIES PE R S C HE D U L E PA R T I T I O N 1" 1/ 2 " 09 22 16 - NON-STRUCTURAL METAL FRAMING PUSH SIDE PULL SIDE 2" PER MANUF. AS R E Q UI R E D SO F F I T R E Q U I RE D RA B B E T A S VA R I E S SEE HEAD CONDITION FOR ADDITIONAL NOTATION PER SCHEDULE PARTITION AS REQUIRED RABBET AS REQUIRED SOFFIT 2"PE R M A N U F . 1" PUSH SIDE TYP. 1/2" 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 - HOLLOW METAL DOORS AND FRAMES PULL SIDE VARIES JAMB DEPTH 08 11 13 -Z-CLIP FRAME ATTACHEMENT PAINTED 08 11 13 -SOLID GROUT/FIRE SAFE FRAME PAINTED STEEL FRAME WHERE APPLICABLE, BOND BEAM LINTEL BLOCK TO EXTEND 8" EA. SIDE OF OPENING. REFER TO STRUCTURAL FOR BOND BEAM GROUT REQUIRED RABBET AS JOINT SEALANT PER SCHEDULE PARTITION 5/ 8 " VA R I E S 2" AL I G N AL I G N CIP CONCRETE OR SCHEDULED CMU WALL; REF PLANS SCHEDULED CEILING WHERE SHOWN; REFER TO CEILING PLAN SCHEDULED DOOR; REFER TO CONSTRUCTION PLAN PUSH SIDE PULL SIDE REQUIRED SOFFIT AS GLASS DOOR CAPTURE SYSTEM (MODEL CRL-DR2SPS12CL ) 1/2" TEMPERED CLEAR GLAZING- WET SET IN HEAD AND SILL CAPTURE ASSEMBLY 0' - 1 1 / 4 " 0' - 0 1 / 4 " PE R M A N U F . CEILING ASSEMBLY PER PLANS PARTITION TYPE A TYP. STRUCTURAL FRAMING-WHERE NOTED STRUCTURAL FRAMING LATERAL BRACING -AS REQUIRED A6 RATED PARTITION W/ INSULATION TYPICAL ABOVE ALL GLAZING WALLS CRL LOW PROFILE PIVOT HARDWARE, TYP. DIM PER INTERIORS DIM PER INTERIORSDOOR PER SCHEDULE DOOR DIM PER SCHEDULE GLASS DOOR CAPTURE SYSTEM (MODEL CRL- DR2SPS12CL ) 1/2" TEMPERED CLEAR GLAZING-WET SET IN HEAD AND SILL CAPTURE ASSEMBLY TYPICAL GLAZING CAPTURE SHOE BEYOND (MODEL CRL- DR2SPS12CL ) ALIGNALIGN SC H E D UL E PA R T I T I O N P E R RE Q U I R ED RA B I T A S AS R E Q UI R E D SO F F I T 2"5/8" 1/ 2 " 1" SEE HEAD CONDITION FOR ADDITIONAL NOTATION VA R I E S MI N 1" RE Q U I R ED RA B B E T A S AS R E Q UI R E D SO F F I T SCHEDULE PARTITION PER REQUIRED RABBET AS AS REQUIRED SOFFIT 2" 5/ 8 " 1/2" 1" PULL SIDEPUSH SIDE VARIES 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 -Z-CLIP FRAME ATTACHEMENT PAINTED 08 11 13 -SOLID GROUT/FIRE SAFE FRAME PAINTED MIN 1" EQ EQ REQUIRED RABBET AS REQUIRED SOFFIT AS SCHEDULED CMU PARTITION LINTEL, SEE STRUCT. DWGS. SCHEDULED H.M. FRAME, GROUT SOLID SCHEDULED H.M. DOOR SEALANT VARIES 1/2" 2" 1/2" VARIES SCHEDULED CONCRETE WALL SCHEDULED H.M. FRAME SCHEDULED H.M. DOOR SEALANT AS REQ'D 1/2" 1 1/2" REFER TO PLANS PLAIN END BLOCK SEALANT AS REQ'D MASONRY ANCHOR SCHEDULED H.M. FRAME SCHEDULED H.M. DOOR LINE OF FRAME ABOVE SCHEDULED CMU PARTITION VARIES 1/2" 1 1/2" SEALANT AS REQ'D ANCHOR SCHEDULED H.M. FRAME SCHEDULED H.M. DOOR LINE OF FRAME ABOVE SCHEDULED CONCRETE PARTITION VARIES REF TO PLAN 1/2" 1 1/2" REVEAL, SCRIBE TO WALL PARTITION SCHEDULED PARTITION SCHEDULED SCHEDULED DOOR HOLD OPEN MAGNET MOUNTED TO WALL HOLD OPEN MAGNET MOUNTED TO DOOR BLOCKING ASTRAGAL ON ACTIVE LEAF SCHEDULED DOOR FRAME 2" AL I G N SCHEDULED PARTITION SCHEDULED PARTITION 6" SCALE:3" = 1'-0" DOOR JAMB - PARTITION TYPE C04SCALE:3" = 1'-0" DOOR JAMB - PARTITION TYPE L08 SCALE:3" = 1'-0" DOOR JAMB - PARTITION TYPE B06 SCALE:3" = 1'-0" DOOR HEAD - PARTITION TYPE C03SCALE:3" = 1'-0" DOOR HEAD - PARTITION TYPE L07 SCALE:3" = 1'-0" DOOR HEAD - PARTITION TYPE B05 SCALE:3" = 1'-0" DOOR JAMB - PARTITION TYPE A02 SCALE:3" = 1'-0" DOOR HEAD - PARTITION TYPE A01 SCALE:3" = 1'-0" DOOR HEAD - PARTITION TYPE M12 SCALE:3" = 1'-0" DOOR HEAD - GLASS WALL09 SCALE:3" = 1'-0" DOOR JAMB - GLASS WALL11 SCALE:3" = 1'-0" DOOR JAMB - INTERCONNECTING GSTRM13SCALE:3" = 1'-0" DOOR HEAD - INTERCONNECTING GSTRM18 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:02:43 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A0.033 DOOR DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" H.M. DOOR HEAD @ CMU PARTITION15 SCALE:3" = 1'-0" H.M. DOOR HEAD @ CONC. PARTITION, TYP.110 SCALE:3" = 1'-0" H.M. DOOR JAMB @ CMU PARTITION16 SCALE:3" = 1'-0" H.M. DOOR JAMB @ CONC. PARTITION17 SCALE:3" = 1'-0" PLAN DTL - HOLD OPEN DOOR14 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 09 68 16 SHEET CARPETING 09 65 13.D00 RUBBER TRANSITION STRIP CONCRETE MA X 0' - 0 1 / 2 " SCHED. CARPET METAL THRESHOLD CONCRETE SCHED. DOOR DOOR SWEEP CONCRETE - SEALED TYP. METAL THRESHOLD CONCRETE SCHED. DOOR DOOR SWEEP EXISTING CONCRETE SCHEDULED RUBBER TRANSITION STRIP (MATCH SCHEDULED CARPET FINISH) SCHEDULED CARPET (CPT) DOOR & FRAME WHERE OCCURS SCHEDULED RESILIENT FLOOR / VCT SCHEDULED RUBBER TRANSITION STRIP (MATCH SCHEDULED CARPET FINISH) SCHEDULED CARPET (CPT) DOOR & FRAME WHERE OCCURS 1/ 4 " . 2% MAX S.S. GRATING OVER GALVANIZED PAN WITH EMERGENCY DRAIN AT ALL LOCATIONS REQUIRING WALK OFF MATS SIDEWALK COMPRESSIBLE FILLER CAULK AND BACKER ROD 1 1 / 8 " DOOR TYPE AS SCHEDULED 1/ 2 " SCALE:6" = 1'-0" CARPETTO CONCRETE TRANSITION06 SCALE:6" = 1'-0" CARPET TO CONCRETE @ RATED DOORS02 SCALE:6" = 1'-0" CONCRETE TO CONCRETE @ RATED DOORS05 SCALE:6" = 1'-0" CPT TO CONCRETE04 SCALE:6" = 1'-0" CPT TO RF/VCT03 SCALE:6" = 1'-0" EXTERIOR DOOR SILL - TYP.01 SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 6" = 1'-0" 9/23/2024 11:02:47 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A0.034 DOOR THRESHOLD DETAILS - TYP. 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 09 22 16.A02 METAL FIRESTOP TRACK 09 22 16.A00 METAL STUD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.B00 TYPE X GYP BD 07 84 13.A01 FIRESTOP SEALANT 09 22 16.A11 SLIP-TYPE HEAD JOINT 09 29 00.F00 SOUND ATTENUATION BLANKET 09 22 16.A00 METAL STUD SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.B00 TYPE X GYP BD 07 84 13.A01 FIRESTOP SEALANT 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 22 16.A00 METAL STUD HILTI X-ZF .138 DIAMETER X 3/4" LONG LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 24" O.C., ICC-ED, ESR 1663. HILTI X-ZF .138 DIAMETER X 3/4" LONG LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 24" O.C., ICC-ED, ESR 1663 HEAD PLAN BASE POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS STC TESTING SA-800421 (REFER SCHEDULE FOR STUD SIZE)I 09 22 16.A01 METAL RUNNER TRACK 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 22 16.A11 SLIP-TYPE HEAD JOINT 09 29 00.F00 SOUND ATTENUATION BLANKET 09 22 16.A00 METAL STUD SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.B00 TYPE X GYP BD 07 84 13.A01 FIRESTOP SEALANT 09 22 16.A00 METAL STUD FRAMING 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.B00 TYPE X GYP BD 09 22 16.A00 METAL STUD HILTI X-ZF .138 DIAMETER X 3/4" LONG LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 24" O.C., ICC-ED, ESR 1663. HILTI X-ZF .138 DIAMETER X 3/4" LONG LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 24" O.C., ICC-ED, ESR 1663 HEAD PLAN BASE POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS NON RATED PARTITIONS: 09 29 00.G00 CONTINUOUS ACOUS SEALANT 07 84 13.A01 FIRESTOP SEALANT NON RATED PARTITIONS: 09 29 00.G00 CONTINUOUS ACOUS SEALANT STC TESTING SA-870717 PARTITION TYPE NOTES TABLE A - PARTITION SERIES CONSTRUCTION ASSEMBLY SERIES SHEATHING FRAMING MEMBERS SHEATHING A 1-LAYER METAL C-STUD 1-LAYER B 2-LAYERS METAL C-STUD 2-LAYERS C 1-LAYER METAL C-STUD 2-LAYERS D 1-LAYER METAL C-STUD NONE E 2-LAYERS METAL C-STUD NONE F 1-LAYER MTL-HAT CHANNEL NONE G 1-LAYER NONE NONE H 1-LAYER METAL C-H STUD LINER PANEL J 2-LAYERS METAL C-H STUD LINER PANEL K 1-LAYER (2) METAL C-STUDS 1-LAYER L 2-LAYERS (2) METAL C-STUDS 2-LAYERS M NONE CMU NONE A2A1 PARTITION TAG PARTITION TYPE DESIGNATOR (SEE PARTITION SERIES TYPE SCHEDULES) PARTITION MEMBER DEPTH (SEE TABLES B OR C) PARTITION SERIES (SEE TABLE A) FIRE RATING (IF APPLICABLE) TABLE B - FRAMING DEPTH SCHEDULE TAG NUMBER METAL STUD METAL C-H STUD WOOD STUD DESIGNATION DEPTH DEPTH DEPTH - - - - 0 7/8" FURRING CHANNEL N/A 1 1 5/8" N/A N/A 2 2 1/2" 2 1/2" N/A 3 3 5/8" N/A N/A 4 4" 4" 3 1/2" 6 6" 6" 5 1/2" 8 8" N/A 7 1/4" 10 10" N/A 9 14" TABLE C - MASONRY WIDTH SCHEDULE TAG NUMBER CMU DESIGNATION WIDTH 4 3 5/8" 6 5 5/8" 8 7 5/8" 10 9 5/8" 12 11 5/8" GENERAL NOTES STEEL SHEET THICKNESS FOR STUDS AND RUNNERS GAGE* MIN. STEEL BASE METAL THICKNESS (UNCOATED) INCH MILS MM 12 0.1017 97 X 14 0.0713 68 X 16 0.0566 54 1.34 18 0.0451 43 1.09 20 0.0312 30 0.84 22 0.0270 27 0.68 25 0.0179 18 0.45 GN-01. PARTITION TYPES ARE NOT SEQUENTIAL. GN-02. ALL PARTITIONS SHEATHING TO BE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED. GN-03. REFER TO R1-A0.050 SERIES FOR TOP OF PARTITION AND R1-A0.052 SERIES FOR BOTTOM OF PARTITION CONDITIONS LISTED IN PARTITION SCHEDULE. GN-04. ALL PARTITIONS SHALL BE COORDINATED WITH SCHEDULED FINISHES FOR PARTITION LAYOUT AND REQUIRED CLEARANCES. GN-05.NOT USED GN-06. FOR INTERIOR FRAMING LIMITING HEIGHTS REFER TO SSMA TABLES FOR INTERIOR NON-STRUCTURAL NON-COMPOSITE PARTITIONS. GN-07.CONTRACTOR TO RE-CONFIRM STUD SIZING AND SUBMIT SELECTION CRITERIA FOR REVIEW INCLUDING DELINEATION OF SLAB TO UNDERSIDE OF SLAB INFORMATION. GN-08.STUDS BRACED BY GYPSUM WALL BOARD EACH SIDE GN-09.5 PSF MAX LATERAL LOAD GN-10.Fy (min) = 33 KSI GN-11.L / 120 DEFLECTION LIMIT GN-12.FOR H > 12'-0" AND BRACING > 8'-0", SUBMIT ENGINEERING DESIGN AND DETAILS. THE DETAILS SHOWN ARE INTENDED TO SERVE AS A GUIDE. PN-01-PROVIDE FOR BASE WITH CONCRETE CURB PER DETAIL 3/- 09 22 16.A02 METAL FIRESTOP TRACK 09 22 16.A00 METAL STUD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.B00 TYPE X GYP BD 07 84 13.A01 FIRESTOP SEALANT 03 30 00 CAST-IN-PLACE CONCRETE 07 84 13.A01 FIRESTOP SEALANT VARIES POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS 09 22 16.A02 METAL FIRESTOP TRACK 09 22 16.A00 METAL STUD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.B00 TYPE X GYP BD 07 84 13.A01 FIRESTOP SEALANT 03 30 00 CAST-IN-PLACE CONCRETE 07 84 13.A01 FIRESTOP SEALANT VARIES POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS PARTITION TYPE MARK FRAMING ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTES THK (MILS)DEPTH SPACING 2B3A 43 3 5/8" 16" 3 1/2" 2 UL419 58 2B6A 43 6'' 16'' 6'' 2 UL419 58 SCALE:3" = 1'-0" PARTITION TYPE - B BASE04 SCALE:3" = 1'-0" PARTITION TYPE - A BASE02 SCALE:12" = 1'-0" PARTITION TYPE NOTES01SCALE:3" = 1'-0" PARTITION TYPE - B BASE W/CURB05 SCALE:3" = 1'-0" PARTITION TYPE - A BASE W/CURB03 SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:02:53 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A0.050 DETAILS_PARTITION TYPES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA PARTITION TYPE MARK FRAMING ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTES THK (MILS)DEPTH SPACING A3A 43 3 5/8" 16'' 3 1/2" 48 A3B 43 3 5/8" 16'' 3 1/2" 48 A6A 30 6" 16" 6'' 48 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H I 1/7/25 FASTENER AS SCHEDULED PARTITION AS SCHEDULED 0' - 3" 07 84 46.A00 0' - 3" INSULATION AS SCHEDULED09 29 00.B00 TYPE X GYP BD FIRE-RESIS JOINT SYSTEM ROOF ASSEMBLY - UL D925 FLOOR CONSTRUCTION & SECONDARY MEMBRES 2HR ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS FASTENER AS SCHEDULED PARTITION AS SCHEDULED EQ EQ 09 29 00.B00 TYPE X GYP BD FIRE-RESIS JOINT SYSTEM 07 84 46.A00 ROOF ASSEMBLY - UL D925 FLOOR CONSTRUCTION & SECONDARY MEMBRES 2HR ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS FASTENER AS SCHEDULED PARTITION AS SCHEDULED 0' - 3" 07 84 46.A00 ? 0' - 3" INSULATION AS SCHEDULED 09 21 16.23.B00 GYP LINER PANEL 09 29 00 GYPSUM BOARD 09 21 16.23.E03 J RUNNER TRACK ROOF ASSEMBLY - UL D925 FLOOR CONSTRUCTION & SECONDARY MEMBRES 2HR ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS 05 12 00.A01 STEEL BEAM 07 81 00.A00 SPRAYED FIRE RESIS MTRL PER STRUCT. 07 54 19.A17 07 54 19 PVC MEMBRANE ROOFING SLOPE DN. REFER TO ROOF PLN. ROOF ASSEMBLY - UL D925 LW C COVER BOARD AVG 4" 07 54 19.A05 , FULLY ADHERED BOARD INSULATION CONCRETE SLAB PER STRUCT. FLOOR CONSTRUCTION & SECONDARY MEMBRES 2HR ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:02:57 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A0.051 DETAILS_PARTITION TYPES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" 1. HEAD DETAIL TYPE 'A' RATED02 SCALE:3" = 1'-0" 1. HEAD DETAIL TYPE 'B' RATED03 SCALE:3" = 1'-0" 1. HEAD DETAIL TYPE 'J' RATED06 SCALE:1 1/2" = 1'-0" FLAT ROOF ASSEMBLY01 H 06/17/2024 Revision to Permit H H H H H H H 1/7/25 SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 04 20 00 UNIT MASONRY 04 20 00 UNIT MASONRY 04 20 00 UNIT MASONRY 07 84 13.A01 FIRESTOP SEALANT 07 84 13.A01 FIRESTOP SEALANT POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS SEALED - TYP 09 22 16.A01 METAL RUNNER TRACK 05 40 00 COLD-FORMED METAL FRAMING 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.A01 GYP BD 5/8" 09 29 00.G00 CONTINUOUS ACOUS SEALANT 02 41 19.D01 EXISTING WALL TO REMAIN REFER TO PLAN(S) VARIES 05 40 00 COLD-FORMED METAL FRAMING 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.A01 GYP BD 5/8" 02 41 19.D01 EXISTING WALL TO REMAIN 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.A01 GYP BD 5/8" 02 41 19.D01 EXISTING WALL TO REMAIN 09 22 16.A01 METAL RUNNER TRACK 09 29 00.G00 CONTINUOUS ACOUS SEALANT POST-TENSIONED SLAB, REFER TO STRUCTURAL PLANS POST-TENSIONED SLAB, REFER TO STRUCTURAL PLANS 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.A01 GYP BD 5/8" 09 21 16.23.B00 GYP LINER PANEL 09 21 16.23.E00 C-H STUD 09 21 16.23.E03 J RUNNER TRACK SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.A01 GYP BD 5/8" 09 29 00.F00 SOUND ATTENUATION BLANKET 09 21 16.23.E00 C-H STUD 09 21 16.23.E03 J RUNNER TRACK 09 21 16.23.B00 GYP LINER PANEL 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.A01 GYP BD 5/8" 09 21 16.23.B00 GYP LINER PANEL 09 29 00.F00 SOUND ATTENUATION BLANKET 09 21 16.A1 C-H STUD POST-TENSIONED SLAB, REFER TO STRUCTURAL PLANS POST-TENSIONED SLAB, REFER TO STRUCTURAL PLANS 07 84 13.A01 FIRESTOP SEALANT 07 84 13.A01 FIRESTOP SEALANT 09 22 16.A01 METAL RUNNER TRACK 05 40 00 COLD-FORMED METAL FRAMING 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.A01 GYP BD 5/8" 09 29 00.G00 CONTINUOUS ACOUS SEALANT 02 41 19.D01 EXISTING WALL TO REMAIN POST-TENSIONED SLAB, REFER TO STRUCTURAL PLANS VARIES 09 29 00.F00 SOUND ATTENUATION BLANKET 09 29 00.A01 GYP BD 5/8" 09 29 00.G00 CONTINUOUS ACOUS SEALANT 09 21 16.23.B00 GYP LINER PANEL 09 21 16.23.E00 C-H STUD 09 21 16.23.E03 J RUNNER TRACK POST-TENSIONED SLAB, REFER TO STRUCTURAL PLANS 03 30 00 CAST-IN-PLACE CONCRETE 03 30 00 CAST-IN-PLACE CONCRETE VARIES PARTITION TYPE MARK WALL FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTESTHK (INCH) 6MA 5-5/8 8MA 7-5/8 1 8MA 7-5/8 2 SCALE:3" = 1'-0" PARTITION TYPE - 18MA07 SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:03:05 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A0.052 DETAILS_PARTITION TYPES 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" PARTITION TYPE - D01SCALE:3" = 1'-0" PARTITION TYPE - J05 SCALE:3" = 1'-0" PARTITION TYPE - D BASE W/CURB02SCALE:3" = 1'-0" PARTITION TYPE - J BASE W/CURB06 PARTITION TYPE MARK FRAMING ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTES THK (MILS)DEPTH SPACING D2A 30 2 1/2" 16" D3A 30 3 5/8" 16" D3B 30 3 5/8" 16" PARTITION TYPE MARK FRAMING ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTES THK (MILS)DEPTH SPACING J4A 30 4" 16" 3 2 UL-U415 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H 2 I 1/7/25 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/23/2024 11:03:09 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A0.060 FINISH SHEDULE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA FINISH SCHEDULE FS01 GKD METAL FABRICS TIGRIS STAINLESS STEEL OPENN ARE: 64% MAX WIDTH: 26'WEIGHT: 1.33 PSF PARKING SCREEN FABRIC TL04 07 14 13 KALEBODUR KALESINTERFLEX BRERA CREMA NATURAL STONE 48"x48"A1 FIRE RATING NON COMBUSTIBLE 3MM FIT PARKING FACADE IAN P. KINGSLEY. 949-571-4618 IAN@SPECCERAMICS.COM TL03 06 15 33 KALEBODUR KALESINTERFLEX ANTRASIT- ANTRACITE METALIK 48"x48"A1 FIRE RATING NON COMBUSTIBLE 3MM PLAIN PARKING FACADE IAN P. KINGSLEY. 949-571-4618 IAN@SPECCERAMICS.COM TL02 09 30 14 DALTILE .MOSAIC TILES CL73 CITY LIGHT (BLUE) GLASS 1/2"x1/2" non-flammable 1/8" CITY LIGHT MOSAIC TILES @POOL TONY ROBSON. DAL-TILE. (619) 602-3462. TONY.ROBSON@DALTILE.COM TL01 04 42 00 NEOLITH .CALACATTA C01 WHITE WITH VEINS SILK 6'-2" x 1'-0" max Neolith: A1 Neolith+: A2-s1, d0 6 mm FAÇADE @ HOTEL TOWER BRIAN NICKOLAUS. OLLIN STONE. (714) 535-0800 PT05 09 91 13 PPG .DARK BRONZE PAINT TO MATCH MT05 ANODIZED SEE PLAN Same Class as substract 1/4"SUSAN L. GIAMPIETRO. PPG PAINTS. (949) 410-2452. GIAMPIETRO@PPG.COM PT04 09 91 13 PPG .DARK GREY / BLACK COLOR TO MATCH TL04 ANODIZED SEE PLAN Same Class as substract 1/4"SUSAN L. GIAMPIETRO. PPG PAINTS. (949) 410-2452. GIAMPIETRO@PPG.COM PT03 09 91 13 PPG .LIGHT GREY COLOR METAL PPG0997-3 LIGHT GREY ANODIZED SEE PLAN Same Class as substract 1/4" SILVER FEATHER @ TO MATCH CONCRETE SUSAN L. GIAMPIETRO. PPG PAINTS. (949) 410-2452. GIAMPIETRO@PPG.COM PT02 08 41 13 AND 08 44 13.13 PPG .WHITE COLOR METAL PPG1001-1 DELICATE WHITE ANODIZED SEE PLAN Same Class as substract 1/4"WHITE COLOR FOR METALS @MULLION AND @CANOPY RETAIL KEN YARNALL. ARCADIA INC. (951) 385-6675. KYARNALL@ARCADIAINC.COM PT01 07 42 13. 16 PPG .LIGHT BRONZE PAINT PPG1097-6 RAIN BARREL ANODIZED SEE PLAN Same Class as substract 1/4"BRONZE PAINT @PERFORATED METAL AND @DOORS ON BRICK WALL SUSAN L. GIAMPIETRO. PPG PAINTS. (949) 410-2452. GIAMPIETRO@PPG.COM MT04 08 44 13.13 ARCADIA .MULLION TC670 AB3 LIGHT BRONZE ANODIZED SEE PLAN non-combustible MULLION & LOUVERS @ HOTEL KEN YARNALL. ARCADIA INC. (951) 385-6675. KYARNALL@ARCADIAINC.COM MT03 08 41 13 AND 08 44 13.13 ARCADIA .MULLION TC670 AB-4 MEDIUM BRONZE ANODIZED SEE PLAN non-combustible MULLION & LOUVERS @ RETAIL KEN YARNALL. ARCADIA INC. (951) 385-6675. KYARNALL@ARCADIAINC.COM MT02 09 54 26 CERTAINTEED .LINEAR PLANK 300C EXTERIOR n/a 8481 PENSHAW CHERRY ANODIZED Panel width: 12" nom. Panel length: 3' to 19'-8" Class A Fire Rated per ASTM E84 3 3/16" SUSPENDED CEILING SYSTEM @SOFFIT DREW BRANDMEIER. LANTON ASSOCIATES. (310) 955-7487. DREW@LANTONASSOCIATES.COM MT01 07 42 13.16 ACCURATE PERFORMING .STANDARD SLOT STAGGERED SL011 TO MATCH PT01 ANODIZED 2'x12' HEAVY GAUGE - 33 MM PERFORATED METAL @PARKING RONI COHEN. ACCURATE PERFORMING. (773) 823-5029. RCOHEN@ACCURATEPERFORMING.COM GL04 08 80 00 VITRO GLAZING .MONOLITH FLOAT-GLASS UNIT n/a GREEN CLEAR SEE ELEVATION non-combustible GUARDRAIL TAN DIEP. VITRO ARCHITECTURAL GLASS. (657) 243-6267. TDIEP@VITRO.COM GL03 08 80 00 VITRO GLAZING .SOLARBAN 90 CLEAR n/a GREEN CLEAR SEE ELEVATION non-combustible 1/4" ACUITY SB72#2 | 1/2" Air ALUM SPACER | 1/4" CLEAR RESIDENTIAL TOWER TAN DIEP. VITRO ARCHITECTURAL GLASS. (657) 243-6267. TDIEP@VITRO.COM GL02 08 80 00 VITRO GLAZING .SOLARBAN 70 CLEAR n/a GREEN CLEAR SEE ELEVATION non-combustible EXTERIOR RAILING / SHADOW BOX WINDOW TAN DIEP. VITRO ARCHITECTURAL GLASS. (657) 243-6267. TDIEP@VITRO.COM GL01 08 80 00 VITRO GLAZING .SOLARBAN 72 ACUITY n/a GREEN CLEAR SEE ELEVATION non-combustible 1/4" ACUITY SB72#2 | 1/2" Air ALUM SPACER |... RESI & RETAIL LEVEL 01 TAN DIEP. VITRO ARCHITECTURAL GLASS. (657) 243-6267. TDIEP@VITRO.COM PS01 09 24 00 KHSS WEST .PLASTER n/a LIGHT GREY MATTE SEE PLAN 5/8" PLASTER @PARCEL 1 & 2 RYAN LOUK. KHSSWEST. (714) 904-3107 RYAN.LOUK@KHSSWEST.COM CC01 03 30 00 AND 03 30 01 J&M .CONCRETE n/a TO MATCH CP01 MATTE SEE PLAN non-combustible 7/8" CONCRETE @PARCEL 1 & 2 TONY NARANJO. J&M CONCRETE CONTRACTORS. 562-355-9703. TNARANJO@JMCONTRACTORS.COM UM02 04 26 13 THOMPSOM CONSTRUCTION MATERIALS .BRICK "DARK" INTERSTATE BRICK DESERT SAND L-4 DARK TAN MATTE 2 1/4" HIGH X 11 5/8 LONG non-combustible 5/8"FAÇADE @ RETAIL AND RESIDENTIAL PODIUM - ACCENT BRICK ALLISON DILLARD, THOMPSON BLDG. MATERIALS. (949)355-3840 ADILLARD@THOMPSONBLDG.COM Grout join 3/8" thick - concave BR01 04 26 13 THOMPSOM CONSTRUCTION MATERIALS .BRICK INTERSTATE BRICK DESERT SAND L-4 TAN MATTE 2 1/4" HIGH X 11 5/8 LONG non-combustible 5/8" FAÇADE @ RETAIL AND RESIDENTIAL PODIUM ALLISON DILLARD, THOMPSON BLDG. MATERIALS. (949)355-3840 ADILLARD@THOMPSONBLDG.COM Grout join 3/8" thick - concave FINISH CODE SPECIFICATION... MANUFACTER PRODUCT NAME PRODUCT NUMBER COLOR FINISH SIZE FLAME SPREAD INDEX... THICKNESS LOCATION CONTACT NOTES RESIDENTIAL AND HOTEL BUILDING FINISHES SCHEDULE Column1 Column2 Column3 Column4 Column5 Column6 Column7 Column8 Column9 Column10 Column11 Column12 Column13 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H H H H H H H H H H H H H 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL H01H02H03H04H05 HF HD HC HA H06 HE HB 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 118' - 4" MA T C H L I N E S E E / 1 R1 . A 1 . 0 L 1 A MA T C H L I N E S E E / 1 R1 . A 1 . 0 L 1 B R07 EL. -11' - 0" OPENING OPENING R08 8' - 5" 10' - 8" FOR REFERENCE ONLY 13' - 8"23' - 3"28' - 2"14' - 0"23' - 0"22' - 3"30' - 9"32' - 0" R11' UP2% SLOPED SLAB UP 2' - 6" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/16" = 1'-0" SLAB EDGE PLAN - LEVEL B 01 OVERALL1 LEGEND GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:03:15 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.0L1 SLAB EDGE PLAN - LEVEL B 01 OVERALL 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 7' - 2"11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 2' - 6" R07R08 EL. -11' - 0" -7' - 6" -2' - 0" -7' -6" -2' -0" 259' - 10" 26' - 4" R11' 31' - 10" 3' - 10" 24' - 0" 5' - 0" 6' - 8" 3' - 10" 31' - 10" 29' - 0" 10" 13' - 4" 5' - 0" 13' - 4" 5' - 0"11' - 6" 5' - 0" 10" 29' - 0" DN 2% SLOPED SLAB -5'-6" 0'-0" 21' - 8" -2' -0" 0' -0" -2' -0" 0' -0" EL. -11' - 0" EL. -18' - 6" EL. -16' - 6" UP 14% RAMP7% RAMP 7' - 4 3/4" 1' - 3" 7' - 8 1/2" 9' - 3 1/2" EL. -11' - 0" EL. -11' - 0" LEVEL B SLAB (-2')LEVEL B SLAB 13' - 0" 2' - 6" 15' - 0" 1' - 2" 8" 0202 02 02 0202 02 0202 1' - 10" 1' - 7" R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4"R 1' - 4"R 1' - 4"R 1' - 4"R 1' - 4"R 1' - 4"R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4"R 1' - 4"R 1' - 4" 2' - 1" 1' - 11" 1' - 10" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL BP 01 - A1 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:03:22 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.0L1A SLAB EDGE PLAN - LEVEL B 01 A 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 02 CONCRETE CURB, REFER TO STRUCTURAL. 1/7/25 H01H02H03H04H05 HF HD HC HA H06 HE HB OPENING OPENING -2' -0" -7' -6"EL. -18' - 6" EL. -18' - 6" -2' -0" -7' -6" FOR REFERENCE ONLY 10' - 8" 8' - 5" 7' - 11" 23' - 3" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL B 01 - B1 LEGEND GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:03:28 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.0L1B SLAB EDGE PLAN - LEVEL B 01 B 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 AL I G N AL I G N AL I G N R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E R07R08 4' - 0" 4' - 0" 23' - 11" 21' - 0" 6' - 2" 32' - 0" 8' - 0" 20' - 2" 11' - 4" 2 13 / 1 6 ' ' 0" 2 13 / 1 6 ' ' 0' -0" -8" -2" 259' - 10" R11' -6" -2" 7' - 8 1/2"8' - 6" EL. -2" EL. 2 3/4" EL. -2" EL. -2" EL. 0". SL O P E D N 2% . SLOPE DN 7% . SLOPE DN 14%. SLOPE UP 14%. SLOPE UP 7% . SL O P E U P 2% 2" 7' - 10 1/4" 2' - 10 3/4" 29' - 0" 10" 9' - 1" 17' - 11" 7' - 5" 9' - 3 7/8" 9' - 1 1/8" 12' - 0" 8' - 0" 20' - 4" 4' - 0" 5' - 6" 2' - 5" 2 13 / 1 6 ' ' -2" 11' - 6"11' - 11 5/8" 20' - 10" 4' - 0" 13' - 11" 11' - 7 1/2" 9' - 3" 9' - 8" 26' - 11" 18' - 5" 4' - 0" 27' - 5 1/2" 2' - 5"32' - 3 3/8" 9' - 6 5/8"6' - 5" 28' - 2"6' - 11" 4' - 7" 2' - 2" 3' - 4 1/2" 36' - 3" 5' - 6"1' - 2" -6" 0' 2' - 0" 2' - 2" 2' - 6" 159' - 8"86' - 3" 15' - 11"40' - 2" 4' - 0" 4' - 0" 21' - 1" 4' - 0" 4' - 0"49' - 3"4' - 0" 4' - 0" 9' - 3" 6' - 10" 14' - 1" 14' - 1"15' - 0" 15' - 0"14' - 1" 14' - 1"14' - 1" 14' - 1" 4' - 0" 2' - 11" 116.50 F.F. 115.83 T.O.S. [2" SLAB DEPRESSION] 117 F.F. 116.83 T.O.S. [2" SLAB DEPRESSION] 117 T.O.S. 117.40 F.F. 117.23 T.O.S. [-2" DEPRESSION] 117 F.F. 116.83 T.O.S. [2" SLAB DEPRESSION] 117 F.F. 116.83 T.O.S. [2" SLAB DEPRESSION] 1' - 0" EL. 0" 3% 1%1% 2% 2% 10' - 11" 22' - 4" 22' - 3" 6' - 7" 12' - 9" 9' - 6" 2% 2% 2% 2% 2% 2% 2% 2%2% 4' - 0" 4' - 0" 2% 4' - 0" 12' - 6" 5' - 0" 5' - 8" 4' - 0" 5' - 8" 3' - 6" 5' - 0" 6' - 10" 12' - 0" 5' - 0" 3% 2% 3' - 10" 10' - 8" 6' - 8" 22' - 2" EL. 0" 2' - 0" 6' - 8"5' - 8"5 7/8" 2' - 10 3/4" EL. -6" EL. 0" EL. -6" EL. -6" 4% 1: 2 0 M A X SL O P E D N 1:20 MAX SLOPE DN 1:20 SLOPE DN 1:20 SLOPE DN EL. 0" EL. 2 3/4" 4' - 7" EL. -8" 116.50 T.O.S. 117 T.O.S. EL. -6" 116.50 T.O.S. 10' - 10" 5' - 8" 29' - 0" 10" 10' - 0" 5' - 8" 6' - 8"1' - 5" 3' - 0" 1' - 10" 2' - 2" 1% 1% 1% 2% [No Slope] EL. -8" 2% 5' - 0"10 1/2" 7' - 7 1 / 2 " 6" 4' - 0 " 16' - 1" 17 ' - 0 " 135.00° -2" - -2" - 4' - 0" 01 01 01 01 01010101 01 01 02 02 02 02 02 02 02 02 02 12' - 6" 1' - 10" 4' - 5" 01 117 F.F. 117 T.O.S. 117 F.F. 117 T.O.S. 09 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:03:35 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.001 SLAB EDGE PLAN - LEVEL 01 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 011 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 01 REFER TO CIVIL FOR FINISH SURFACE ELEVATION. 02 CONCRETE CURB, REFER TO STRUCTURAL. 09 EXTENT OF SLAB CAP OVER PARKING GARAGE - SEE STRUCTURAL. 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 259' - 10" R11' 9' - 3 1/2" 6' - 1" 3' - 0" 9' - 0 3/4" 7' - 8 1/2" 4' - 0" 8' - 4" 12' - 6" 3' - 8" 4' - 5" 4' - 8" 12' - 4" 5' - 0" 10" 29' - 0" 9' - 6" 3' - 0" 4' - 7" 9' - 1" 5' - 0" 11' - 6" 29' - 0" 10" 31' - 10" 3' - 10" 31' - 10" 3' - 10" 14% SLOPED SLAB 7% DOWNUP UP EL. 16' - 0" LEVEL 2 SLABLEVEL 2 SLAB (+5') EL. 21' - 0" 5% SLOPED SLAB 5% SLOPED SLAB 2' - 7" 2' - 0" EL. 16' - 0" LEVEL 2 SLAB 02 02 02 02 2' - 0" 1' - 1 0 1 / 2 " 2' - 1" R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4"02 02 02 2' - 1" 1' - 11" 10' - 0" 5' - 9" 1' - 3" 1' - 11" R 1' - 4" R 1' - 4" R 1' - 4" 6' - 9" 2' - 2" 1' - 11" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 021 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:03:42 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.002 SLAB EDGE PLAN - LEVEL 02 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 02 CONCRETE CURB, REFER TO STRUCTURAL. 1/7/25 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 259' - 10" PROPERTY LINEPROPERTY LINE R11' 9" 5' - 0" 11' - 6" 29' - 0" 10" 31' - 10" 3' - 10" 12' - 6" 9' - 1" 31' - 10" 3' - 10" 4' - 7 1/4" 9' - 1 1/4" 9' - 6" 3' - 0" 12' - 4" 5' - 0" 10" 29' - 0"UP UP EL. 26' - 0" LEVEL 3 SLABLEVEL 3 SLAB (+5') EL. 31' - 0" 5% SLOPED SLAB 5% SLOPED SLAB 4' - 0" 7' - 4" 5% SLOPED SLAB DN 02 02 02 02 02 02 02 02 2' - 1" 1' - 11" 1' - 10" R 1' - 4" R 1' - 4"R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4"R 1' - 4"R 1' - 4"R 1' - 4" R 1' - 4"R 1' - 4" 9' - 3 1/2" 7' - 8 1/2" 3' - 0"6' - 1" 4' - 0" 6' - 10" 7' - 5 3/4" 21' - 9" 1' - 11" 6' - 9 1/2" 2' - 0" 2' - 2" 2' - 7" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 031 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:03:48 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.003 SLAB EDGE PLAN - LEVEL 03 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 02 CONCRETE CURB, REFER TO STRUCTURAL. 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 259' - 10" PROPERTY LINEPROPERTY LINE R11' 31' - 10" 3' - 10" 12' - 4" 5' - 0" 10" 29' - 0"29' - 0" 10" 31' - 10" 3' - 10" 5' - 0" 11' - 6" 4' - 0" 8' - 4 1/4" 12' - 6" 9' - 1" 6' - 1" 3' - 0" 9' - 0 3/4" 7' - 8 1/2" 9' - 3 1/2" UP UP EL. 36' - 0" LEVEL 4 SLABLEVEL 4 SLAB (+5') EL. 41' - 0" 5% SLOPED SLAB 5% SLOPED SLAB DN 02 02 02 02 02 02 02 02 1' - 10" 1' - 10" 2' - 1" R 1' - 4"R 1' - 4"R 1' - 4" R 1' - 4" R 1' - 4"R 1' - 4" 2' - 1" 1' - 10" 2' - 1" R 1' - 4" R 1' - 4"R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4" 7' - 5 3/4" 21' - 9" 4' - 7 1/4" 9' - 1 1/4" 12' - 6" 3' - 0" 6' - 9 1/2" 2' - 0" 1' - 11" 2' - 2" 2' - 7" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 041 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:03:55 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.004 SLAB EDGE PLAN - LEVEL 04 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 02 CONCRETE CURB, REFER TO STRUCTURAL. 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 259' - 10" PROPERTY LINEPROPERTY LINE R11' 31' - 10" 3' - 10" 21' - 9" 12' - 4" 5' - 0" 10" 29' - 0"29' - 0" 10" 31' - 10" 3' - 10" 5' - 0" 11' - 6" 4' - 0" 8' - 4 1/4" 12' - 6" 9' - 1" 6' - 1" 3' - 0" 9' - 0 3/4" 7' - 8 1/2" UP UP EL. 46' - 0" LEVEL 5 SLABLEVEL 5 SLAB (+5') EL. 51' - 0" 5% SLOPED SLAB 5% SLOPED SLAB DN 4' - 7 1/4" 9' - 1 1/4" 02 02 02 02 02 02 0202 1' - 11" 1' - 10" 2' - 1" R 1' - 4"R 1' - 4"R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4" R 1' - 4"R 1' - 4"R 1' - 4"R 1' - 4" 7' - 5 3/4" 12' - 6" 3' - 0" 6' - 9 1/2" 2' - 7" 1' - 11" 2' - 2" 2' - 0" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 051 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:04:01 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.005 SLAB EDGE PLAN - LEVEL 05 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 02 CONCRETE CURB, REFER TO STRUCTURAL. 1/7/25 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E R07R08 259' - 10" PROPERTY LINEPROPERTY LINE R11' +5' 0' EL. 56' - 0" 6' - 9" 9' - 0" 2' - 0" 20' - 11" 7" 13' - 0" 2' - 2" 6' - 9" 9' - 0" 2' - 0" 3' - 8" 8' - 10" 3' - 10" 31' - 10" 29' - 0" 10" 4' - 0" 4' - 0" 4' - 8" 4' - 5" 8' - 4 1/4" 4' - 0" 5' - 0" 11' - 6" 10" 29' - 0" 12' - 4" 5' - 0" 31' - 10" 3' - 10" 4' - 7 1/4" 9' - 1 1/4" 23' - 5" 9' - 3 1/2" 6' - 1" 3' - 0" 9' - 0 3/4" 7' - 8 1/2" TS = +61'-0" 2% 2% 2% 2% 2% 2% 2% EL. 60' - 6" EL. 60' - 2" 2% 2% EL. 60' - 2" EL. 60' - 6" EL. 60' - 6" EL. 60' - 6"EL. 60' - 6"EL. 60' - 6" EQ EQ 11' - 2" 35' - 2"23' - 2" 0" EQ EQ 59' - 5" 47' - 2" EQ EQ TS = +61'-0" LEVEL 6+ SLAB LEVEL 6+ SLAB LEVEL 6 SLAB TS = +56'-0" 5% SLOPED SLAB DN 1' - 1" 5' - 2" 6' - 8" -5' +5' 3% 2% 2% 2% 2% 3% 2' - 2" 7' - 5 3/4" 8' - 10 1/2" EL. 60' - 6" 02 02 02 02 2' - 1" 1' - 11" 0" 2' - 1" R 1' - 4" R 1' - 4" R 1' - 4" 03 03 03 03 03 EL. 60' - 8" EL. 60' - 8" EL. 60' - 6" EL. 60' - 5 3/4" EL. 60' - 6" 1' - 11" 2' - 2" 2' - 7" 12' - 6" 3' - 0" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 061 LEGEND GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:04:09 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.006 SLAB EDGE PLAN - LEVEL 06 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H LEGEND 02 CONCRETE CURB, REFER TO STRUCTURAL. 03 PARTIAL HEIGHT CONCRETE WALL, REFER TO STRUCTURAL. 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 3' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 259' - 10" PROPERTY LINEPROPERTY LINE R11' 2' - 0"2' - 0" 5' - 6" 4' - 7 1/4" 9' - 1 1/4" 10" 29' - 0"12' - 0" 7' - 6" 2' - 2" 35' - 1 3/4" 6' - 0 1/4" 0' -1' 0' -1" 0' -1" 0' -1" -4" 10" 4' - 11" 4' - 2" 4' - 0" 7' - 5 1/4" 5' - 6" 7' - 11" -1' -10 ' -6" -1' -10 ' -6" 12' - 4" 5' - 0" 8" 31' - 10" 3' - 10" 29' - 0" 10" TS = +72'-6" FF = +72'-6" 10' - 10"74' - 0" 8" 4' - 4" 5' - 4" 2' - 4" 18' - 0" 12' - 8" 2% 2% 2% 42' - 2" 2' - 6" 77' - 3" 5' - 6" 2% 87' - 4"5' - 5" 8% 5% 8% 8% 5% 8% 8% 8% 2% 2% 9%9% 2% 6' - 1" 3' - 0" 9' - 0 3/4" 7' - 8 1/2" 9' - 3 1/2" 1' - 11" 229' - 7"5' - 6" 91' - 3" 5' - 6" 79' - 9" 6' - 0" 1' - 11" 18' - 0" 48' - 0"8' - 0" 18' - 0" 18' - 0" 6% 8% 6% 8% 8% 8%8% 2%2%2%2% 5%6%6%6% 8% 6%6%6%5% 4' - 4" 4' - 4" 4' - 4" 2' - 4" 5' - 4" 2' - 4" 5' - 4" 5' - 4" TS = +71'-6" TS = +71'-6" 21' - 9" 7' - 5 3/4" 03 0303 03 EL. 71' - 8" EL. 72' - 2"EL. 72' - 2" EL. 72' - 2"EL. 72' - 2"EL. 72' - 2" EL. 72' - 2" 13' - 5" 3' - 0" 1' - 11" 040404 040404 05 06 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 071 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:04:16 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.007 SLAB EDGE PLAN - LEVEL 07 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 03 PARTIAL HEIGHT CONCRETE WALL, REFER TO STRUCTURAL. 04 PLANTER. 05 POOL. 06 SPA. 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 259' - 10" PROPERTY LINEPROPERTY LINE R11' 0' -1" 0' -1" 0' -1" 0' -1" 0' -1" 5' - 4" 2' - 0" 2' - 0" 5' - 6" 5' - 6" 1' - 11" 2' - 6" 5' - 6" 5' - 4" 12' - 6 1/4" 0' -1" 2' - 6" 5' - 6" 12' - 0" 5' - 0" 6" 28' - 8" 4' - 7 1/4" 4' - 5 1/4" 4' - 8" 11 1/2" 9' - 5 1/2" 3' - 0" 31' - 10" 3' - 10" 11' - 8" 7' - 6" 28' - 8" 6" 6' - 1" 3' - 0" 9' - 0 3/4" 7' - 8 1/2" 8" 31' - 10" 3' - 10" 4' - 11" 4' - 2" 4' - 0" 7' - 5 1/4" 11" 12' - 6" 9' - 3 1/2" 08 TS = +84'-0" 21' - 9" 7' - 5 3/4" 5' - 6" 2' - 6" 09 TS = +94'-6" 10 TS = +105'-0" 11 TS = +115'-6" 12 TS = +126'-0" 13 TS = +136'-6" 14 TS = +147'-0" 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 08-141 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:04:22 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.008 SLAB EDGE PLAN - LEVEL 08-14 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8" 118' - 4" PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 236' - 7" PROPERTY LINEPROPERTY LINE R11' 2' - 6" 5' - 4" 0' -1" 0' -1" 2' - 6" 5' - 6" 5' - 4" 2' - 0" 0' -1" 10' - 2 3/8"31' - 7 5/8" 2' - 4" 0' -1" 5' - 6" 1' - 11" +1' 0' +1' 0' 10' - 6" 12' - 0" 6' - 0 1/4" 6' - 6 1/2" 6" TS = +157'-6"FF = +158'-6"TP = +158-6" 21' - 10" 21' - 2" 3% 2%3% 3% 3% 3% 2% 3% 2% 2%3% 3% 2% 8" 78' - 5" 8" 3% 3% 3' - 0" 13' - 8 1/4" 31' - 10" 3' - 10" 6" 28' - 8" 12' - 0" 5' - 0" 8" 31' - 10" 3' - 10" 6" 28' - 2" 9' - 1" 8" 19' - 7 1/4" 19' - 7 1/4" 19' - 7 1/4" 19' - 7 1/4" 3% 8" TS = +157'-6" 21' - 9" 7' - 5 3/4" 1:20 MAX SLOPE DN 02 R1.A4.180 ________________03 R1.A4.160 ________________ 11" 13' - 5" 4' - 5" 6' - 1" 3' - 0" 4' - 0" 6' - 10" 9' - 3 1/2" 7' - 8 1/2" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 10 1/4" EL. 157' - 6 1/4" EL. 157' - 6 1/4" EL. 157' - 6 1/4" EL. 157' - 6 1/4" EL. 157' - 10 1/4" 11" 8' - 7" 4' - 5 1/4" 4' - 8" 02 02 02 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SCALE:1/8" = 1'-0" SLAB EDGE PLAN - LEVEL 151 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:04:29 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.015 SLAB EDGE PLAN - LEVEL 15 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. H LEGEND 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 02 CONCRETE CURB, REFER TO STRUCTURAL. 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINE 07 07 07 07 07 1' - 5" 9' - 1 1/2"1' - 6" 2' - 0"3' - 7 1/2" 2' - 0" TS = +170'-0" 7' - 5 3/4" 21' - 9" 17' - 1" 3' - 0" 4' - 7 1/4" 9' - 1 1/4" 15' - 3" 9' - 1" 6' - 1" 3' - 0" 4' - 0" 6' - 10" 9' - 3 1/2" 7' - 8 1/2" 08 08 08 08 1' - 6" HIGH CONCRETE CURB 6" HIGH CONCRETE CURB ARCHITECTURAL TOPPING SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:04:35 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.016 SLAB EDGE PLAN - ROOF ACCESS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA C 03/07/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit LEGEND SCALE:1/8" = 1'-0" SLAB EDGE PLAN - ROOF ACCESS1 H 6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. 7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES 8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS TO FLOOR AND WALL 9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS AT FLOOR AND WALL. 10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. 11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. 12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. 1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. 5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. 07 CONCRETE PARAPET WALL, REFER TO STRUCTURAL. 08 ROOF DRAIN & OVERFLOW DRAIN. 1/7/25 FE C FEC FEC UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL MA T C H L I N E S E E / 01 R1 . A 1 . 1 0 0 A MA T C H L I N E S E E / 01 R1 . A 1 . 1 0 0 B H01H02H03H04H05 HD HC HA H06 HE HB 11' - 0" 28' - 2" 28' - 2" 30' - 0" 28' - 2" 28' - 2" 41' - 1" 28' - 2" 13' - 8" 23' - 3" ________________01 R1.A1.100A ________________01 R1.A1.100B PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " R07 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 14' - 0"23' - 0"22' - 3"30' - 9"32' - 0"28' - 2" PLUMBING ROOM RESIDENTIAL STORAGE GREASE INTERCEPTOR 0" 1' - 10" 8" FIRE WATER STORAGE FAN ROOM MAIN ELECT. ROOM EMERGENCY STANDBY ELECTRICAL ROOM HOTEL STORAGE BOOSTER PUMP ROOM FOR REFERENCE ONLY R08 EL. -11' - 0" 43 MDP HOUSE R11' UP 14% RAMP7% RAMP FIRE PUMP & WATER STORAGE VESTIBULE ELEVATOR LOBBY VESTIBULE MEP ROOM FSAE LOBBY VESTIBULE 102 102 102 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/16" = 1'-0" 12/3/2024 9:55:12 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.100 CONSTRUCTION PLAN - LEVEL OVERALL B 01 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/16" = 1'-0" CONSTRUCTION PLAN - OVERALL LEVEL B 0101 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 102 PLASTER OVER METAL STUD. PROVIDE DRYWALL OR LATH WITH 3 COATS OF PLASTER AND MOISTURE BARRIER. PRIME AND PAINT. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL MA T C H L I N E S E E / 01 R1 . A 1 . 1 0 0 B FO R R E F E R E N C E ON L Y PR O P E R T Y L I N E PR O P E R T Y L I N E ? ? ? ? ? ? 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 11 8 ' - 4 " 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E R07 PLUMBING ROOM RB1F13 RESIDENTIAL STORAGE RB1F16 A1 . 4 9% FIRE WATER STORAGE RP01B19 VISITOR HP01-01 VISITOR HP01-03 VISITOR HP01-05 VISITOR HP01-07 VISITOR HP01-09 VISITOR HP01-11 VISITOR HP01-13 VISITOR HP01-15 VISITOR HP01-17 COMPACT HP01-18 COMPACT HP01-16 COMPACT HP01-14 COMPACT HP01-12 COMPACT HP01-10 COMPACT HP01-08 COMPACT HP01-06 COMPACT HP01-04 COMPACT HP01-02 EVR RP01-30 EVR RP01-33 EVR RP01-34 EVR RP01-35 EVR RP01-36 EVR RP01-32 EVR RP01-31 R08 2.35% EL. -11' - 0" EL. -11' - 0" 25 5 BICYCLE STALLS 30 30 8M A 1 30 11 ' - 6 " 1 1 " 11 ' - 6 " STALL 18' - 0" STALL 16' - 0" DRIVE AISLE 27' - 6" 11' - 7" 10' - 1" 38 43 MDP HOUSE RB1F12 B1.6 DRIVE AISLE 24' - 11" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 9' - 0"8' - 6" 8' - 6" 8' - 6" 29' - 9" 8' - 6" 8' - 6" 8' - 6" 3' - 5" 8' - 6" 6' - 3" 8' - 6" 8' - 6" 4' - 5" 8' - 6" B1.6 26' - 4" 8" R11' VISITOR RP01-11 VISITOR RP01-12 VISITOR RP01-13 ADA RP01-14 ADA VAN RP01-15 VISITOR RP01-16 VISITOR RP01-17 VISITOR RP01-18 VISITOR RP01-20 VISITOR RP01-19 VISITOR RP01-21 VISITOR RP01-22 EVR RP01-24 VISITOR RP01-23 EVR RP01-25 ADA RP01-26 ADA RP01-27 VISITOR RP01-62 VISITOR RP01-61 VISITOR RP01-63 EVR RP01-37 EVR RP01-43 EVR RP01-51 EVR RP01-52 EVR RP01-45 EVR RP01-44 EVR RP01-53 EVR RP01-54 EVR RP01-46 EVR RP01-65 EVR RP01-64 EVR RP01-66 EVR RP01-67 3030 30 30 VISITOR RP01-10 ADA RP01-08 ADA RP01-07 VISITOR RP01-06 VISITOR RP01-01 VISITOR RP01-02 VISITOR RP01-03 VISITOR RP01-04 VISITOR RP01-05 ________________01 R1.A5.100 ________________01 R1.A5.102 FIRE PUMP & WATER STORAGE RB1F11 VESTIBULE RB1H11 ELEVATOR LOBBY RB1H10 VESTIBULE RB1H09 MEP ROOM RB1J10 FSAE LOBBY RB1H14 VESTIBULE RB1H13 43 STALL 18' - 0" 8M A 1 8M A 1 B1.6 4' - 9" 9' - 0" 5' - 0" 9' - 0" 18' - 0" 8' - 6" 9' - 0" 17' - 7" 9' - 0" 18' - 5" 5' - 0" 3' - 0" 3' - 0" 5' - 0"5' - 0" 3' - 0" STAIR 02 ELEVATOR 03 STAIR 01 ELEVATOR 01 ELEVATOR 01 21' - 8" 68 SF FREE AREA ACOUSTICAL INTAKE LOUVER 17 1 1/16" 17' - 0" STALLS 3 BICYCLE STALLS 2 BIKE 6" 2' - 6" 13' - 0" 7' - 2" 9' - 2" 13' - 0" 2' - 6" VISITOR RP01-09 FAN ROOM RP01A19 A1 . 4 6 BICYCLE STALLS 3' - 0" 91 TYP. 91 TYP. 91 TYP. 92 92 92 92 92 92 92 92 92 92 93 93 93 93 93 93 EVR RP01-29 EVR RP01-28 01 R1.A6.300 ________________ H 8" 6" ________________02 R1.A6.208 I 22 A2.3 A2.3 A2 . 3 A2 . 3 I I I I A2.3 A2 . 3 A2 . 2 A2.2 I I I I A2.3 I I I VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR J J J J J J J J J SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 12/3/2024 9:55:15 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.100A CONSTRUCTION PLAN - LEVEL B1 SEG A 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL B1 - SEG A01 30 TRUNCATED DOMES PADS, REFER TO SHEET R1.G0.050 38 LINEAR DRAIN 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 91 WATERPROOFING SYSTEM, REFER TO WATERPROOFING DRAWINGS. 92 DRIVEWAY DIRECTIONAL ARROW, REFER TO 14/R1.G0.050. 93 WHEEL STOP, REFER TO 01/R1.G0.051. 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3.UL1784 WITHOUT AN ARTIFICAL BOTTOM SEAL. THE AIR LEAKAGE RATE OF THE DOOR ASSEMBLY SHALL NOT EXCEED 3 CUBIC FEET PER MINN PER SQFT OF DOOR OPENING AT 0.10 INCH OF WATER FOR BOTH THE AMBIENT TEMPERATURE AND ELEVATED TEMPERATURE TESTS. LOUVERS SHALL BE PROHIBITED. 22 BOLLARD ACCORDING TO DETAILS 25 BICYCLE PARKING PUBLIC 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H I 1/7/25 FE C FEC UP FEC RF RL MA T C H L I N E S E E / 01 R1 . A 1 . 1 0 0 A H01H02H03H04H05 HF HD HC HA H06 HE HB PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE 14' - 0" 23' - 0"22' - 3"30' - 9"32' - 0" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 29 ' - 4 " 15 ' - 9 1 / 2 " R 4' - 6" R 4' - 6" HOTEL STORAGE HP01H02 EMERGENCY STANBY ELECTRICAL ROOM HP01A02 MAIN ELECT. ROOM HP01A01 A1 . 1 MEP HP01B06 EGRESS STAIR #01 HP01B07 ELEVATOR #1 HP01A07 ELEVATOR #2 HP01A06 VESTIBULE HP01B06 SERVICE ELEVATOR HP01C06 ELEV/FIRE SERVICE LOBBY HP01C06 EGRESS STAIR #02 / TRANSFER HP01H06 VESTIBULE HP01H05 FAN ROOM H01A08 BOOSTER PUMP ROOM HP01H01 ? ? ? ? ? ? ? ?? ? ? ? ? ? ? ? ? ? A1.1 A1.1 ? ? GREASE INTERCEPTOR HP01A08 A1.1 A1 . 1 11 8 ' - 4 " PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE B1.2 B1.6 A1.4 EGRESS STAIR #02 / TRANSFER HP01H06 ADA RP01-41 VISITOR RP01-39 STANDARD HP01-21 COMPACT HP01-22 COMPACT HP01-24 COMPACT HP01-26 COMPACT HP01-28 COMPACT HP01-30 CAV COMPACT HP01-32 CAV HP01-31 STANDARD HP01-29 STANDARD HP01-27 STANDARD HP01-25 STANDARD HP01-23 STANDARD HP01-21 EVR HP01-33 EVR HP01-35 EVR COMPACT HP01-36 EVR COMPACT HP01-34 ADA RP01-60 ADA RP01-59 EVR RP01-73 EVR RP01-74 ADA RP01-71 VISITOR RP01-70 VISITOR RP01-69 VISITOR RP01-68 VISITOR RP01-55 VISITOR RP01-56 VISITOR RP01-57 ADA VAN RP01-58 ADA RP01-50 VISITOR RP01-48 VISITOR RP01-47 A1.4 B1.6 VISITOR RP01-49 EVR RP01-72 EVR HP01-37 EVR COMPACT HP01-38 FAN ROOM H01A08 17 17 17 5' - 0" 5' - 0 " FOR REFERENCE ONLY 8' - 6"8' - 6" 8' - 6" 8' - 6 " 0 " 9' - 6 " 8' - 6 " 9' - 8 " 10 ' - 8 " 8' - 6 " 8' - 6 " 9' - 0" 8' - 6" B1.6 A1.1 A1.4 VISITOR RP01-42 EVR RP01-37 EVR RP01-54 EVR RP01-46 EVR RP01-67 VISITOR RP01-38 ADA VAN RP01-40 5 B I C Y C L E S T A L L S 5 B I C Y C L E S T A L L S 7 B I C Y C L E S T A L L S VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISTOR VALET VISITORVISITOR VISITOR VISITOR J J J J J J J J J JJ J J J J J SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 12/3/2024 9:55:27 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.100B CONSTRUCTION PLAN - LEVEL B1 SEG B 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL B1 - SEG B01 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit J 11/22/2024 Reissue for Plan Check 1/7/25 UP UP ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8" 11 8 ' - 4 " R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E G4.1 10' - 0"79' - 3" 7%7% 2% RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 FCC R01F17 EAST LOBBY R01H08 RETAIL 3 R01K2 ELEVATOR 03 26' - 2" 06 06 G4.1 08 08 08 08 09 10 ________________02 R1.A4.113 20 RETAIL 2 R01K10 R08 236' - 7" FIRE PUMP ROOM R01F11 32 32 33 33 3238 45 45 45 45 45 45 1' - 0 " 24 ' - 0 1 / 2 " 17 ' - 1 0 " 3' - 1 1 / 2 " 6' - 0 3 / 4 " 18 ' - 5 " 9' - 2 1 / 4 " 4' - 4 1 / 2 " 28 ' - 2 " 11 ' - 3 1 / 2 " 51 51 MAIN ELECTRICAL ROOM R01F13 26 ' - 1 1 " R11' B3 A 2 B3A2 A3A A3 A D3A A3A B3A2 D2 A D2A 8MA2 B3 A 2 A3A STORAGE G01H15 PACKAGE R01F16 D3 A 14%14% DNUP EXIT PASSAGE WAY R01J15 D2A 8M A 2 8M A 2 A3 A 1 A3 A 1 A3A1 A3A1 A3A A3 A D3A GL 10 10 J4A2 B3A2 B3 A 2 D3 A D2A 46' - 10"5' - 8" 6' - 8" 1' - 5"68' - 6" 5" 5' - 6"91' - 8" 5' - 6 " 2 ' - 5 " 3 2 ' - 1 1 " 25 ' - 1 0 " B3A2 2% D3A A3A D3A D2 A 5' - 6 " 2' - 5 " 3' - 0 " 10' - 0 1/2" MIN 7' - 0" 11' - 11 1/2" 2' - 0" 6' - 8" 5' - 6 " 2' - 4 3 / 4 " 6' - 0" D3 A 8M A 2 D2A B3A2 B3 A 2 A3A1 8MA 2 8M A 2 8MA2 8MA2 8M A 2 8M A 2 8M A 2 8MA 2 D2 A D2 A B3A2 B3 A 2 B3 A 2 J4 A 2 9' - 7" 40' - 9" 3' - 0" 11' - 7" 1' - 8" D2A 5' - 0" 2' - 0" 5' - 6" 2' - 4" A3A D2A G4 . 1 G4 . 1 20 1:20 SLOPE DN 23 07 J4 A 2 ________________02 R1.A5.100 8' - 0" 12' - 0" 8' - 0" 1:20 MAX SLOPE DN 7' - 2 " 3 ' - 0 " 6 ' - 8 " 1 ' - 3 " ________________02 R1.A5.102 MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 STAIR 01 ELEVATOR 02 TRASH ROOM R01H14 ELEVATOR 01 D2 A 6' - 1 0 1 / 2 " 3' - 0 " CORRIDOR R01J12 D2A LEASING OFFICE R01G16 MAIL ROOM R01G17 36 ' - 7 " 84' - 6"86' - 3" JANITOR R01F15 RESTROOM R01G15 FF = +0'-0" FF = +0'-4.8" FF = -0'-6" FF = +0'-0" FF = -0'-6" FF = +0'-0" FF = -0'-6" 3' - 0 " 10' - 0" 10" FF = +0'-0" FF = +0'-0" 3' - 6 " (NOTE: ELEVATION 0'-0" BASED ON CIVIL ELEVATION OF 117.00) (NOTE: ELEVATION +0'-4.8" BASED ON CIVIL ELEVATION OF 117.40)(NOTE: ELEVATION 0'-0" BASED ON CIVIL ELEVATION OF 117.00) 22' - 11" 1' - 6"2' - 0" 6' - 8" 20 A3A B3A2 A3A B3A2 FF = -0'-6"FF = +0'-4.8"FF = +0'-0"FF = +0'-0" (NOTE: ELEVATION -0'-6" BASED ON CIVIL ELEVATION OF 116.50) (NOTE: ELEVATION 0'-0" BASED ON CIVIL ELEVATION OF 117.00) 4' - 0 " FF = -0'-6" 6' - 0" STORAGE R01J09 1' - 0 " D3 A FF = +0'-0"FF = +0'-0" 10 ' - 6 " 10 ' - 6 " 06 1:20 SLOPE DN ________________01 R1.A5.122 20 1: 1 2 M A X SL O P E D N D2AB3A2 J4 A 2 48 " M I N B3A2 18 ' - 5 " D2A 35 ' - 8 " A2 . 4 A2 . 4 A2 . 3 A2 . 1 A2.3 G4 . 1 G4 . 1 G4.1 G4.1 A2.7 G4.1 G3.9 G3.9 G3.9 A2 . 7 B1 . 1 B1 . 1 A2 . 3 A2 . 3 A1 . 5 B1 . 8 B1.7B1.7 A1 . 3 A1 . 5 A1.3 A2 . 3 A1 . 1 A1.3 A1.2 A1.4 K2.1 K1.1 K1.2K1.2 ________________01 R1.A5.117 ________________02 R1.A5.118 EMERGENCY ELECTRICAL ROOM R01F12 6' - 0 " 8' - 2" 6' - 0"3' - 3 " 2' - 9 " ________________01 R1.A5.118 B3A2 G3.9 25' - 4" 45 B3A2 5' - 6 " B3A2 B1 . 1 70 71 A1 . 4 A2.1 A1.3 17 ' - 0 " C L E A R CLEAR 17' - 0" RETAIL 1 R01F10 UTILITY YARD TRASH ROOM R01H15 A2 . 4 92 92 J4A2I A3A1 A3A1A3A1 B3A2 I I I I I I I II J I I I I I I I I I I I III I I I I J 12 " M I N 8" 48" MIN 1' - 0 " J J SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 12/3/2024 9:55:43 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.101 CONSTRUCTION PLAN - LEVEL 01 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0101 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 92 DRIVEWAY DIRECTIONAL ARROW, REFER TO 14/R1.G0.050. 45 SLAB DEPRESSION FOR FUTURE FLOOR FINISHES, COORDINATE EXTENTS WITH TENANT IMPROVEMENT (SEPARATE PERMIT REVIEW & APPROVAL) 51 REMOVABLE BOLLARD. 70 SLOPED CURB - PART OF ADJACENT RAMP - SEE STRUCTURAL 71 REFERENCE LANDSCAPE DRAWINGS FOR SCOPE OF WORK THIS AREA. 06 PARKING GATE 07 GARAGE FAN EXHAUST 08 PARKING BARRIER 09 TRASH BIN 6' X 4' 6'' 10 FLOOR DRAINS, REFER TO MEP PLANS 20 BUILT UP RAMP. REFER TO DETAIL 05/R1.A6.201. 23 LOUVER FAN ROOM TO BASEMENT/FACADE 32 KNOX BOX 33 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 38 LINEAR DRAIN 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H I 1/7/25 DN R09R10R11R12R13R14R15R16R17 RF RF RG RG RH RH RJ RJ RK RK RL RL 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 11 8 ' - 4 " R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 01 01 01 01 02 02 02 17 R08R11' FIRE PUMP ROOM BELOW 14% 7% RAMP DOWNUP 5% 18 ' - 0 " 5% UP 18 ' - 0 " DRIVE AISLE 23' - 0" VISITOR R02-52 VISITOR R02-53 VISITOR R02-54 VISITOR R02-51 VISITOR R02-50 VISITOR R02-49 VISITOR R02-48 VISITOR R02-47 TRANSITION SLOPE 10' - 0" VISITOR R02-46 VISITOR R02-45 VISITOR R02-44 VISITOR R02-43 VISITOR R02-42 VISITOR R02-41 VISITOR R02-40 VISITOR R02-39 VISITOR R02-38 VISITOR R02-37 VISITOR R02-26 VISITOR R02-25 VISITOR R02-24 VISITOR R02-23 VISITOR R02-22 VISITOR R02-21 VISITOR R02-20 VISITOR R02-18 VISITOR R02-19 VISITOR R02-17 VISITOR R02-36 VISITOR R02-35 VISITOR R02-34 VISITOR R02-33 VISITOR R02-32 VISITOR R02-31 VISITOR R02-30 VISITOR R02-29 VISITOR R02-28 VISITOR R02-27 VISITOR R02-64 VISITOR R02-65 VISITOR R02-66 VISITOR R02-67 VISITOR R02-68 VISITOR R02-69 VISITOR R02-16 VISITOR R02-15 VISITOR R02-14 VISITOR R02-13 VISITOR R02-12 VISITOR R02-11 VISITOR R02-10 VISITOR R02-09 VISITOR R02-08 VISITOR R02-07 VISITOR R02-06 VISITOR R02-03 VISITOR R02-02 VISITOR R02-01 VISITOR R02-04 VISITOR R02-05 VISITOR R02-58 VISITOR R02-59 VISITOR R02-60 VISITOR R02-61 VISITOR R02-62 VISITOR R02-63 5' - 9" 2' - 1" DRIVE ASILE 23' - 0" 18' - 0" 01 01 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 EL. 21' - 0"EL. 16' - 0" ________________03 R1.A5.100 ________________03 R1.A5.102 43 VESTIBULE R02H11 ELEVATOR LOBBY R02H10 VESTIBULE R02H09 MEP ROOM R02J10 43 EXIT EXIT ELEVATOR 01 ELEVATOR 02 STAIR 01 STAIR 02 ELEVATOR 03 STORAGE R02G15 FSAE LOBBY R02H14 VESTIBULE R02H15 R112 A2.1 A2.3 A2.3 A2 . 3 B1 . 7 A2 . 3 A2 . 2 A2.2 A2.3 30 30 MECHANICAL R02F16 MECHANICAL R02F08 3131 17' - 0" 17' - 0" VISITOR R02-55 VISITOR R02-56 VISITOR R02-57 STORAGE ROOM BELOW 92 92 92 92 92 92 92 92 01 R1.A6.300 ________________ H I I I I I I I I J J J J J J J J J ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 12/3/2024 9:55:44 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.102 CONSTRUCTION PLAN - LEVEL 02 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0201 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 30 TRUNCATED DOMES PADS. REFER TO R1.G0.038. 31 MESH FENCE 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 92 DRIVEWAY DIRECTIONAL ARROW, REFER TO 14/R1.G0.050. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H 1/7/25 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 11 8 ' - 4 " R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 FSAE LOBBY R03H14 01 01 01 01 01 01 02 02 02 02 02 R08 43 PROPERTY LINEPROPERTY LINE R11' 12' - 11" 28' - 2"28' - 2" 41' - 1" . TE L E S C O P E G A T E UP 5% 5% DOWN EL. 31' - 0" EL. 26' - 0" EL. 31' - 0" 5% UP EL. 31' - 0" EXIT EXIT 02 02 02 02 02 02 02 1' - 1 0 " 23 ' - 1 1 / 2 " 1 8 ' - 0 " 18 ' - 0 " 2 3 ' - 0 " 2' - 1" 23' - 0" 18' - 0"18' - 0" 24' - 0" 2' - 1" VISITOR R03-63 VISITOR R03-64 VISITOR R03-65 VISITOR R03-66 VISITOR R03-67 VISITOR R03-68 ASSIGNED R03-69 ASSIGNED R03-70 ASSIGNED R03-71 ASSIGNED R03-72 ASSIGNED R03-73 ASSIGNED R03-74 VISITOR R03-05 VISITOR R03-06 VISITOR R03-07 VISITOR R03-08 VISITOR R03-04 VISITOR R03-03 VISITOR R03-02 VISITOR R03-01 ASSIGNED R03-79 ASSIGNED R03-78 ASSIGNED R03-77 ASSIGNED R03-76 ASSIGNED R03-75 VISITOR R03-38 VISITOR R03-39 VISITOR R03-40 VISITOR R03-41 VISITOR R03-42 VISITOR R03-43 VISITOR R03-44 VISITOR R03-45 VISITOR R03-46 VISITOR R03-47 VISITOR R03-09 VISITOR R03-10 VISITOR R03-11 VISITOR R03-12 VISITOR R03-13 VISITOR R03-14 VISITOR R03-15 VISITOR R03-16 VISITOR R03-17 VISITOR R03-18 VISITOR R03-19 VISITOR R03-20 VISITOR R03-21 VISITOR R03-22 VISITOR R03-23 VISITOR R03-24 VISITOR R03-25 VISITOR R03-26 VISITOR R03-27 VISITOR R03-28 VISITOR R03-29 VISITOR R03-30 VISITOR R03-31 VISITOR R03-32 VISITOR R03-33 VISITOR R03-34 VISITOR R03-35 VISITOR R03-36 VISITOR R03-37 VISITOR R03-50 VISITOR R03-49 VISITOR R03-48 VISITOR R03-51 VISITOR R03-52 VISITOR R03-53 VISITOR R03-54 VISITOR R03-55 VISITOR R03-56 VISITOR R03-57 VISITOR R03-58 VISITOR R03-59 VISITOR R03-60 VISITOR R03-61 ________________04 R1.A5.100 17 EXIT STORAGE R03G15 VESTIBULE R03H15 VESTIBULE R03H11 ELEVATOR LOBBY R03H10 VESTIBULE R03H09 MEP ROOM R03J10 1' - 5" 28' - 2" 2' - 2 " STAIR 01 ELEVATOR 01 ELEVATOR 02 ELEVATOR 03 STAIR 02 43 R112 A2.2 A2.3A2.1 A2 . 3 A2 . 2 A2 . 3 A2 . 2 A2.2 A2.3 30 30 3' - 0" 3' - 0 " 4' - 0 " 1' - 8" MECHANICAL R03F16 MECHANICAL R03F08 ________________03 R1.A5.102 31 31 8" 92 92 92 92 92 92 92 92 01 R1.A6.300 ________________ H B1 . 7 I I I I I I I I J J J J J J J J VISITOR R03-62 J SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 12/3/2024 9:55:57 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.103 CONSTRUCTION PLAN - LEVEL 03 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0301 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 30 TRUNCATED DOMES PADS. REFER TO R1.G0.038. 31 MESH FENCE 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 92 DRIVEWAY DIRECTIONAL ARROW, REFER TO 14/R1.G0.050. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 11 8 ' - 4 " R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 01 01 01 010101 02 02 02 02 02 ________________1 *R1.A5.115 ________________01 *R1.A5.116 R08 222' - 11" 17 43 PROPERTY LINEPROPERTY LINE R11' UP 5% 5% DOWN EL. 26' - 0"EL. 31' - 0" EL. 36' - 0" EL. 31' - 0" 5% UP EL. 31' - 0" EXIT EXIT 0" 4 1 ' - 0 " 1 ' - 1 0 " ASSIGNED R04-69 ASSIGNED R04-70 ASSIGNED R04-71 ASSIGNED R04-72 ASSIGNED R04-73 ASSIGNED R04-74 ASSIGNED R04-80 ASSIGNED R04-79 ASSIGNED R04-78 ASSIGNED R04-77 ASSIGNED R04-76 ASSIGNED R04-75 ASSIGNED R04-68 ASSIGNED R04-67 ASSIGNED R04-66 ASSIGNED R04-65 ASSIGNED R04-64 ASSIGNED R04-63 ASSIGNED R04-38 ASSIGNED R04-39 ASSIGNED R04-40 ASSIGNED R04-41 ASSIGNED R04-42 ASSIGNED R04-43 ASSIGNED R04-44 ASSIGNED R04-45 ASSIGNED R04-46 ASSIGNED R04-47 ASSIGNED R04-04 ASSIGNED R04-03 ASSIGNED R04-02 ASSIGNED R04-01 ASSIGNED R04-05 ASSIGNED R04-06 ASSIGNED R04-07 ASSIGNED R04-08 ASSIGNED R04-09 ASSIGNED R04-10 ASSIGNED R04-11 ASSIGNED R04-12 ASSIGNED R04-13 ASSIGNED R04-14 ASSIGNED R04-16 ASSIGNED R04-17 ASSIGNED R04-18 ASSIGNED R04-19 ASSIGNED R04-20 ASSIGNED R04-21 ASSIGNED R04-24 ASSIGNED R04-25 ASSIGNED R04-26 ASSIGNED R04-27 ASSIGNED R04-28 ASSIGNED R04-29 ASSIGNED R04-30 ASSIGNED R04-31 ASSIGNED R04-32 ASSIGNED R04-33 ASSIGNED R04-34 ASSIGNED R04-35 ASSIGNED R04-36 ASSIGNED R04-37 ASSIGNED R04-50 ASSIGNED R04-51 ASSIGNED R04-52 ASSIGNED R04-53 ASSIGNED R04-56 ASSIGNED R04-57 ASSIGNED R04-58 ASSIGNED R04-59 ASSIGNED R04-60 ASSIGNED R04-61 ASSIGNED R04-62 ________________05 R1.A5.100 VESTIBULE R04H11 ELEVATOR LOBBY R04H10 VESTIBULE R04H09 MEP ROOM R04J10 STORAGE R04G15 FSAE LOBBY R04H14 VESTIBULE R04H15 STAIR 01 ELEVATOR 01 ELEVATOR 02 ELEVATOR 03 STAIR 02 43 R112 A2.3A2.1 A2.3 A2 . 3 B1 . 7 A2 . 2 A2.2 A2.3 30 30 MECHANICAL R03J11 MECHANICAL R04F08 ________________03 R1.A5.102 31 31 ASSIGNED R04-15 41' - 0" ASSIGNED R04-23 ASSIGNED R04-22 ASSIGNED R04-49 ASSIGNED R04-48 ASSIGNED R04-55 ASSIGNED R04-54 92 92 92 92 92 92 92 92 01 R1.A6.300 ________________ H A2 . 3 I I I I I I I I J J J J J J SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 12/3/2024 9:56:09 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.104 CONSTRUCTION PLAN - LEVEL 04 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0401 92 DRIVEWAY DIRECTIONAL ARROW, REFER TO 14/R1.G0.050. 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 06 PARKING GATE 14 PARKING MAN GATE 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 30 TRUNCATED DOMES PADS. REFER TO R1.G0.038. 31 MESH FENCE 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H 1/7/25 UP UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8" 11 8 ' - 4 " R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 010101 01 01 01 02 02 02 02 02 02 02 02 02 MECHANICAL R05F16 12 17 R08 30 236' - 7" 02 31 43 PROPERTY LINEPROPERTY LINE R11' 02 02 02 02 02 ASSIGNED R05-69 ASSIGNED R05-70 ASSIGNED R05-71 ASSIGNED R05-72 ASSIGNED R04-74 ASSIGNED R05-05 ASSIGNED R05-06 ASSIGNED R05-07 ASSIGNED R05-08 ASSIGNED R05-09 ASSIGNED R05-10 ASSIGNED R05-11 ASSIGNED R05-12 ASSIGNED R05-14 ASSIGNED R05-13 ASSIGNED R05-68 ASSIGNED R05-66 ASSIGNED R05-68 ASSIGNED R05-67 ASSIGNED R05-65 ASSIGNED R05-63 ASSIGNED R05-64 ASSIGNED R05-62 ASSIGNED R05-61 ASSIGNED R05-60 ASSIGNED R05-59 ASSIGNED R05-58 ASSIGNED R05-57 ASSIGNED R05-56 ASSIGNED R05-55 ASSIGNED R05-54 ASSIGNED R05-53 ASSIGNED R05-52 ASSIGNED R05-51 ASSIGNED R05-49 ASSIGNED R05-50 ASSIGNED R05-48 ASSIGNED R05-37 ASSIGNED R05-36 ASSIGNED R05-35 ASSIGNED R05-34 ASSIGNED R05-33 ASSIGNED R05-32 ASSIGNED R05-31 ASSIGNED R05-30 ASSIGNED R05-29 ASSIGNED R05-28 ASSIGNED R05-27 ASSIGNED R05-25 VAN ADA R05-26 ASSIGNED R05-24 ASSIGNED R05-23 ASSIGNED R05-22 ASSIGNED R05-21 ASSIGNED R05-20 ASSIGNED R05-19 ASSIGNED R05-17 ASSIGNED R05-18 ASSIGNED R05-15 ASSIGNED R05-16 ASSIGNED R05-04 ASSIGNED R05-03 ASSIGNED R05-02 ASSIGNED R05-01 ASSIGNED R05-78 ASSIGNED R05-77 ASSIGNED R05-75 ASSIGNED R05-76 ASSIGNED R05-38 ASSIGNED R05-39 ASSIGNED R05-40 ASSIGNED R05-41 ASSIGNED R05-43 ASSIGNED R05-42 ASSIGNED R05-44 ASSIGNED R05-45 ASSIGNED R05-46 ASSIGNED R05-47 UP 5% RAMP 5% RAMP DOWN EL. 36' - 0" EL. 46' - 0" EL. 41' - 0" 5% RAMP UP EL. 41' - 0" ASSIGNED R05-73 ASSIGNED R05-76 ASSIGNED R05-75 ASSIGNED R05-76 ASSIGNED R05-77 ASSIGNED R05-78 ASSIGNED R05-79 ASSIGNED R05-80 2' - 1" 41' - 0" 0" ________________05 R1.A5.100 ________________03 R1.A5.102 VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 43 FSAE LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 EXIT EXIT STAIR 01 ELEVATOR 01 ELEVATOR 02 STAIR 02 ELEVATOR 03 R112 A2.1 A2.3 A2.3 A2 . 3 B1 . 7 A2 . 2 A2 . 3 A2.3 A2.2 30 MECHANICAL R05F17 31 92 92 92 92 92 92 01 R1.A6.300 ________________ H I I I I I I I I 8' - 0" 4" 9' - 0" 5' - 0" I J J J J J J ASSIGNED 18 ' - 0 " NO PARKING ________________11 R1.G0.050 J ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 12/3/2024 9:56:22 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.105 CONSTRUCTION PLAN - LEVEL 05 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0501 92 DRIVEWAY DIRECTIONAL ARROW, REFER TO 14/R1.G0.050. 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 12 SIGNAGE / ART WALL BY OTHERS) SEPARATE PERMIT REVIEW AND APPROVAL 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 30 TRUNCATED DOMES PADS. REFER TO R1.G0.038. 31 MESH FENCE 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H 1/7/25 UP DN UP UP ? ? ? ? UP DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 13 ' - 0 " 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"12' - 11"28' - 2"28' - 2"13' - 8"23' - 3" 11 8 ' - 4 " R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 010101 02 02 02 02 02 02 R08 31 43 PROPERTY LINEPROPERTY LINE R11' 02 02 02 ASSIGNED R05-69 ASSIGNED R05-70 ASSIGNED R05-71 ASSIGNED R05-72 ASSIGNED R05-73 ASSIGNED R05-76 ASSIGNED R06-04 ASSIGNED R06-05 ASSIGNED R06-06 ASSIGNED R06-07 ASSIGNED R06-08 ASSIGNED R06-09 ASSIGNED R06-10 ASSIGNED R06-11 ASSIGNED R06-12 ASSIGNED R06-13 ASSIGNED R05-75 ASSIGNED R05-76 ASSIGNED R05-77 ASSIGNED R05-78 ASSIGNED R05-79 ASSIGNED R05-80 ASSIGNED R06-01 ASSIGNED R06-02 ASSIGNED R06-03 ASSIGNED R06-14 ASSIGNED R06-15 ASSIGNED R06-16 ASSIGNED R06-17 ASSIGNED R06-18 ADA R06-25 ADA R06-24 ADA R06-23 ASSIGNED R06-22 ASSIGNED R06-21 ASSIGNED R06-20 ASSIGNED R06-19 DRIVE AISLE 41' - 0" 0" 0" DRIVE AISLE 41' - 0" EL. 56' - 0"5% DOWN +5' 0' A3A1 8MA1 8M A 2 A3A1 A3 A 1 POOL OVER STRUCTURAL FOAM ________________06 R1.A5.100 ________________04 R1.A5.102 VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 FSAE LOBBY R06H14 55 5' - 0" STAIR 01 STAIR 02 ELEVATOR 03 A3A1 D2A D2 A 8M A 1 A3A1 EXIT WOMEN R06H13A MEN R06H13C JANITOR R06H13B 60"x60" R112 A2.3 A2.3 A2.3 B1 . 8 A2 . 3 A2 . 3 A2 . 2 A2.2 A2.3 RESIDENTIAL UNIT STORAGE R06H12 D2A A3A1 GAME ROOM R06H16 BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 CONFERENCE R06F15 CONFERENCE R06F16 17' - 1" 5' - 0" 6' - 1" 16' - 6" 3' - 6" 9'-0" CLEAR A2 . 2 A1 . 5 A1.7 A1.7 A1 . 7 A1 . 7 A1.6 A1.6 A1 . 6 D2A SPA OVER STRUCTURAL FOAM A1 . 5 A1 . 5 A2 . 3 A2 . 3 46 60 ________________05 R1.A5.103 DN ________________06 R1.A5.103 A1.5 A3A1 A3 A 1 1' - 0" A1.5 A1 . 5 POOL EQUIPMENT R06J11 STAIR 04 BUILDING STORAGE R06J13 COORIDOR R06J12 RESIDENTIAL UNIT STORAGE R06K12 MECHANICAL R06F08 EQ 3' - 0" EQ B4 A 2 D3A D3A A3A1 A3 A A3 A 1 5' - 1" A1.5 1' - 7" 7' - 4" 20' - 0" 5' - 0" B4A2 1' - 4" A3A1 4' - 0" 6262 62 62 42 G3 . 8 G3.8 G3.8 G3.8 ________________1 R1.A4.141 8MA1 8MA1 8MA1 92 92 92 92 01 R1.A6.300 ________________17 H I I I I I I I I I I II A1 . 5 I I I I I I I I I I 5' MIN 18' - 0" 5' MIN 9' - 0" MIN 5' - 0" I 5' - 0" I II 2' - 0" CLR ASSIGNED ASSIGNED J J J J NO P A R K I N G NO PARKING ________________06 R1.G0.050 ________________06 R1.G0.050 J J MIN 4' - 0" J J ? ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 12/6/2024 1:05:13 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.106 CONSTRUCTION PLAN - LEVEL 06 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0601 46 POOL SAFETY BARRIER SEPARATION PROVIDED VIA KEYCARD ACCESS ONLY TO POOL/SPA 55 REFER TO LANDSCAPE DRAWINGS FOR OUTDOOR AMENITY SPACE 60 POOL ACCESS ENCLOSURE, 5'-0" MIN. HEIGHT, SEE LANDSCAPE ARCHITECTURE DRAWINGS. 62 REFER TO TENANT IMPROVEMENT DRAWING SET UNDER SEPERATE PERMIT. 92 DRIVEWAY DIRECTIONAL ARROW, REFER TO 14/R1.G0.050. 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 31 MESH FENCE 42 POOL EQUIMENT, REFER TO POOL CONSULTANT PLANS 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 11 FOR TYPICAL CONDITIONS AT THE PARKING LEVEL BUILDING CORE WALL, ALL METAL STUD FRAMED WALLS TO RECEIVE 3 COATS OF PLASTER, WATER PROOFING MEMBRANE, AND DENSGLASS SHEATHING AT THE EXTERIOR SIDE. GC TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS TO MAINTAIN STRUCTURAL INTEGRITY AND WEATHER RESISTANCE. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H +5' FROM LEVEL 06 (REF SLAB PLAN) I 1/7/25 UP DN ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 PROPERTY LINEPROPERTY LINE R11' 25' - 1" ________________01 R1.A5.101 ________________01 R1.A5.103 43 VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 FSAE LOBBY R07H14 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 ELEVATOR 03 STAIR 01ELEVATOR 01 ELEVATOR 02 43 POOL DECK 2' - 0"44' - 0"2' - 0" 8' - 0" 2' - 0" 14' - 0" 2' - 0" 2' - 0" 14' - 0" 2' - 0" 2' - 0" 14' - 0" 2' - 0" POOL SPA A2 . 6 A2 . 3 A2.4 B1 . 7 A2.5 A2.3 A2.2A2 . 3 A2 . 2 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2.6 A2 . 6 B1 . 7 A2 . 3 A2.3 A2.3A2.1 A2 . 6 A2 . 6 A2.6 A2 . 6 A2 . 6 G5.1G5.1G5.1 A2.3 G5.1G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 A2 . 6 10 1/4"6' - 0" 4' - 2 3/4" 6' - 0" 11' - 1" 3' - 2" 46 46 46 G5.1 G5.1G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 CIRCULATION R07G13 CIRCULATION R07G09 2BR_2 R07G08 G5.1 ST_1 R07F09AST_1 R07F09B 2BR_1 R07F10 ST_1 R07F11B ST_1 R07F12 2BR_1 R07F13 ST_1 R07F14A ST_1 R07F14B 2BR_2 R07G16 ST_1 R07H16 1BR_1 R07J09 2B 6 A 2 2B 6 A 22B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 22B 6 A 2 2B 6 A 22B 6 A 2 2B 6 A 2 2B3A2 B3A2 2B3A2 2B 3 A 2 2B 6 A 2 2B 6 A 2 2B3A2 2B 6 A 2 2B 3 A 2 2B3A2 B3 A 2 B3 A 2 B3 A 2 5' - 0" ________________05 R1.A5.103 5' - 0" 2' - 0" 62 62 62 62 55 62 TYP 62 TYP 62 TYP 62 TYP 76 77 10' - 3" 8' - 0" 4' - 0" ________________3 R1.A4.140 17 H 01 R1.A6.300 ________________ G3 . 8 G3 . 8 G3 . 8 I I I DECK 5,410 SF 1:15 361 OCC POOL 1,195 SF 1:50 24 OCC I I I I I II I I I I I I I I I III I I I I I I I II G5.1 I III ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:06:33 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.107 CONSTRUCTION PLAN - LEVEL 07 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0701 62 REFER TO TENANT IMPROVEMENT DRAWING SET UNDER SEPERATE PERMIT. 76 KURON FREESTANDING STAINLESS STEEL OUTDOOR SHOWER PANEL W/FOOT SHOWER BOLTED TO CONCRETE PAD BELOW PEDESTAL PAVERS. MAGNUS #132471. 77 LIMIT OF RESIDENTIAL PATIO - BARRIER CREATED BY RAISED PLANTERS. REFER TO LANDSCAPE PLANS. 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 46 POOL SAFETY BARRIER SEPARATION PROVIDED VIA KEYCARD ACCESS ONLY TO POOL/SPA 55 REFER TO LANDSCAPE DRAWINGS FOR OUTDOOR AMENITY SPACE 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H 1/7/25 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 29 43 PROPERTY LINEPROPERTY LINE R11' 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 2 2B 6 A 22B 6 A 22B 6 A 2 2B 6 A 2 2B 6 A 22B 6 A 2 2B 6 A 2 2B3A2 2B3A2 ________________02 R1.A5.101 ________________02 R1.A5.103 ________________02 R1.A4.150 MEP ROOM R08J10 VESTIBULE R08H09ELEVATOR LOBBY R08H10 VESTIBULE R08H11 TRASH ROOM R08G15 FSAE LOBBY R08H14 VESTIBULE R08H15 43 25' - 1" ELEVATOR 01 ELEVATOR 02 STAIR 01 STAIR 02 ELEVATOR 03 A2.3 A2.3 A2 . 3 A2.3 B1 . 7 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2.6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 B1 . 7 A2 . 6 A2 . 6 A2 . 6 A2 . 2 A2 . 3 A2.6 G5.1G5.1G5.1G5.1G5.1 G5.1 G5.1G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1G5.1G5.1G5.1G5.1G5.1 A2.3 2' - 4" 2' - 2" A2.2 CIRCULATION R08G13 2BR_2 R08G10 G5.1 G5.1 ST_1 R08F09A ST_1 R08F09B ST_1 R08F10A ST_1 R08F10B ST_1 R08F11B 1BR_2 R08F13ST_1 R08F14B ST_1 R08F15B 2BR_2 R08G16 1BR_1 R08J09 G5.1 1BR_2 R08J11 ST_1 R08H11A ST_1 R08H12A 1BR_1 R08H13 1BR_1 R08H16 ST_1 R08H12B 62 TYP 62 TYP 62 TYP 62 TYP 62 TYP 1701 R1.A6.300 ________________ H II I I I III II I IIII I I I I I III I I I I I I I I I I I I I I I ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:06:43 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.108 CONSTRUCTION PLAN - LEVEL 08-14 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 08-1401 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 29 PLUMBING RISER WALL FURRING TO BE COORDINATED WITH TENANT IMPROVEMENT, SEPARATE PERMIT REVIEW AND APPROVAL. 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 62 REFER TO TENANT IMPROVEMENT DRAWING SET UNDER SEPERATE PERMIT. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H1/7/25 UP ? ? R09R10R11R12R13R14R15R16 RF RG RH RJ RK RL R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E R08 R1.A6.205 02 R1.A6.205 02 R1.A6.205 02 28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8" 225' - 7" 15' - 4" 30' - 0" 30' - 0" 75' - 4" PROPERTY LINEPROPERTY LINE R11' ________________03 R1.A5.101 ________________03 R1.A5.103 43 VESTIBULE R15H11 STAIR 02 ELEVATOR LOBBY R15H10 STORAGE R15H09 ELEVATOR 03 TRASH ROOM R15F16 VESTIBULE R15H15 FSAE LOBBY R15H14 STAIR 01 55 FF = +1'-0" FF = +1'-0"FF = +1'-0" 43 ELEVATOR 01 ELEVATOR 02 4' - 0" 12' - 0" 5' - 8" 1:12 MAX SLOPE DN ALL GENDER RR R15F09A VESTIBLE R15F09B ALL GENDER RR R15F09C JANITOR R15F09D EAST CORR. R15F09E CIRCULATION R15G13 A2.3 A2.1 B1.7 A2 . 3 A2 . 1 B1 . 7 A2.3A2.1 A2.3 A2.6 A2.5 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 A2 . 6 G5.1G5.1G5.1G5.1G5.1G5.1G5.1G5.1G5.1G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 A2 . 3 9' - 1 1/2" A2 . 1 STORAGE R15J10 FF = +0'-0" PENTHOUSE DECK CIRCULATION R15G15 2BR_1 R15F10 ST_1 R15F11 2BR_1 R15F12 2BR_1 R15F13 2BR_2 R15G16 2BR_1 R15J11 ST_1 R15H122BR_1 R15H13 1BR_1 R15H16 2BR_1 R15F15 62 TYP 62 TYP 62 TYP 62 02 R1.A4.180 ________________ 13' - 0 3/8" 1' - 11"7' - 5" 2' - 4" 7' - 10" 9' - 7 1/2" 3' - 1 3/8" 03 R1.A4.160 ________________ G3.7 G4.2 G3.7 ________________04 R1.A4.170 ________________03 R1.A4.180 1701 R1.A6.300 ________________ H 20 I A2 . 6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:06:53 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.115 CONSTRUCTION PLAN - LEVEL 15 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 151 62 REFER TO TENANT IMPROVEMENT DRAWING SET UNDER SEPERATE PERMIT. 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 20 BUILT UP RAMP. REFER TO DETAIL 05/R1.A6.201. 29 PLUMBING RISER WALL FURRING TO BE COORDINATED WITH TENANT IMPROVEMENT, SEPARATE PERMIT REVIEW AND APPROVAL. 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 4,000 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 55 REFER TO LANDSCAPE DRAWINGS FOR OUTDOOR AMENITY SPACE 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H I 1/7/25 TEF 1 SOU R-02 DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________ 01 R1.A3.105 ________________01 R1.A3.106 ________________ R07 PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E MEP SPACE R16G16 ELEVATOR 03 3 *R1.A5.110 ________________ MEP SPACE R16J10 R08 03 27 27 28 28 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/4'' / 1'-0'' 2' - 6" 114' - 5" PROPERTY LINEPROPERTY LINE R11' ________________04 R1.A5.101 ________________04 R1.A5.103 0303 03 1/ 4 ' ' / 1 ' - 0 ' ' ________________07 R1.A6.204________________07 R1.A6.204 ________________07 R1.A6.204 ________________07 R1.A6.204 53 STAIR 02 ELEVATOR EQUIPMENT ROOM R16H09ELEVATOR 01 ELEVATOR 02 STAIR 01 ELEVATOR EQUIPMENT ROOM R16H14 VESTIBULE R16H11 VESIBULE R16H15 OVERRUN OVERRUN OVERRUN R112 5' - 0" 7' - 0"7' - 0" 7' - 0" 09 R1.A6.204 ________________ 09 R1.A6.204 ________________ 09 R1.A6.204 ________________ 06 R1.A6.204 ________________ 06 R1.A6.204 ________________ TYP 1/ 4 ' ' / 1 ' - 0 ' ' 06 R1.A6.204 ________________ TYP 06 R1.A6.204 ________________ TYP 02 R1.A4.180 ________________ 81 81 40' - 7" 35' - 6" 3' - 6" 1' - 10" 3' - 6" 81 15' - 7" 3' - 8" 82(3)83(7) 83(8) 84 TYP 84 TYP 84 EL. 175' - 0" T.O.P. TYP EL. 175' - 0" T.O.P. TYP 85 86 86 87 87 EL. 171' - 0" T.O.R. EL. 171' - 0" T.O.R. EL. 170' - 11" EL. 170' - 10"EL. 170' - 11" EL. 170' - 9" 88 88 89 89 A2.2A2.2 I I A2.2 A2 . 2 A2 . 2 I I I A2 . 2 A2 . 2 I I A2.2 I SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:07:03 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.116 CONSTRUCTION PLAN - ROOF ACCESS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - ROOF ACCESS1 87 60 MIL MEMBRANE PVC ROOFING FULLY ADHERED ON 1/4" DENSDECK SHEATHING AND TAPERED R-30 INSULATION OVER VAPOR BARRIER. REFER ROOF ASSMEBLY DETAIL 1 / WP5.00. 88 PROVIDE SPLASH BLOCK AT TOP OF ROOF OVER FLOW DOWN SPOUT. REFER DETAIL 18 /WP5.00. 89 24" WIDE ROOF ACCESS LADDER. PROVIDE 7'-0" HIGH SHEET METAL LADDER DOOR WITH LOCKABLE HARDWARE FOR ACCESS CONTROL. LADDER TO COMPLY WITH OSHA SAFTY REQUIREMENT. 82 WATER HEATER PER PLUMBING ROOF PLAN. 83 MECHANICAL RTU PER MECHANICAL ROOF PLAN. 84 PROVIDE PIPE PENETRATION FLASH. REFER WATER PROOFING DETAIL 2 ON SHEET WP5.00. 85 ROOF TOP CANOPY PER DETAIL. 86 REFRIGERANT PIPES PER MECHANCIAL DRAWING. PROVIDE PIPE CLAMP @ 48" MAX. REFER DETAIL 13 ON SHEET WP5.00 . 03 ROOF DRAIN, REFER TO MEP PLANS 27 ROOFING MAINTENANCE WALKING PAD. PROVIDE RAISED PAD. 28 EQUIPMENT SCREEN 53 EQUIPMENT SERVICE CLEARANCE REFER TO MECH 81 PROVIDE 6" HIGH CURB FOR ROOF TOP EQUIPMENT. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 PROPERTY LINEPROPERTY LINE R11' 05 03 1/4'' / 1'-0'' PVC ROOFING PVC ROOFING 05031/4'' / 1'-0'' 08 R1.A6.204 ________________ 08 R1.A6.204 ________________ R112 05 R1.A6.204 ________________05 R1.A6.204 ________________ 02 R1.A4.180 ________________ EL. 199' - 1" T.O.P. EL. 199' - 1" T.O.P. EL. 195' - 7" T.O.R. EL. 194' - 7" T.O.R. SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - ROOF1 SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:07:09 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.117 CONSTRUCTION PLAN - ROOF 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 03 ROOF DRAIN, REFER TO MEP PLANS 05 OVERFLOW SCUPPER CONNECTS TO DOWNSPOUT. PROVIDE SPLASH BLOCK ON ROOF LEVEL. REF WATERPROOFING DETAIL 17 AND ON SHEET WP5.00. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ R07 C01 PLUMBING ROOM RB1F13 RESIDENTIAL STORAGE RB1F16 FIRE WATER STORAGE RP01B19 C01 C01 R08 09 *R1.A6.212 ________________ R11' ELEVATOR 01 ELEVATOR 01 FSAE LOBBY RB1H14 STAIR 01 VESTIBULE RB1H13 ? ? MDP HOUSE RB1F12 FIRE PUMP & WATER STORAGE RB1F11 VESTIBULE RB1H11 ELEVATOR 03 VESTIBULE RB1H09 ELEVATOR LOBBY RB1H10 MEP ROOM RB1J10 STAIR 02 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:07:17 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.200A REFLECTED CEILING PLAN - LEVEL B01 SEG A 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL P 01 SEG A1 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:07:18 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.200A REFLECTED CEILING PLAN - LEVEL B01 SEG A 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 FCC R01F17 MAIN ELECTRICAL ROOM R01F13 RETAIL 3 R01K2 RETAIL 2 R01K10 ELEVATOR 02 ELEVATOR 03 R08 ________________09 R1.A6.210 09 R1.A6.210 ________________ 02 R11' STORAGE G01H15 MAIL ROOM R01G17 RESTROOM R01G15 JANITOR R01F15 PACKAGE R01F16 11' - 3" 13' - 4" LEASING OFFICE R01G16 8' - 0" EXIT PASSAGE WAY R01J15 TRASH ROOM R01H14 STAIR 01 ________________02 R1.A5.117 ELEVATOR LOBBY R01H10 MEP ROOM R01H09 STAIR 02 CORRIDOR R01J12 STORAGE R01J09 FIRE PUMP ROOM R01F11 ELEVATOR 01 R112 PT10 CF10 CF10 PT10 PT10 PT10 MT22 8' - 4" 8' - 4" PT10 9' - 0" 4 R1.A6.104 ________________ TYP. 4 R1.A6.104 ________________ TYP. ________________02 R1.A5.122 EAST LOBBY R01H08 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:07:28 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.201 REFLECTED CEILING PLAN - LEVEL 01 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 011 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 02 PROVIDE A 48"X48" ACCESS PANEL UNDER FAN FOR ACCESS AND SERVICE, FINAL LOCATION TO BE DETERMINED IN FIELD. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ R08R11' STAIR 02 VESTIBULE R02H11 ELEVATOR LOBBY R02H10 MEP ROOM R02J10 VESTIBULE R02H09 ELEVATOR 03 ELEVATOR 02 ELEVATOR 01 STAIR 01 R112 01 01 01 01 ________________04 R1.A6.107 TYP. PT10 PT10 PT10PT10 STORAGE R03G15 VESTIBULE R03H15 FSAE LOBBY R03H14 PT10 8' - 0" PT10 8' - 0" CF10 CF10 SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 021 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:07:37 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.202 REFLECTED CEILING PLAN - LEVEL 02 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 01 CATENARY LIGHTNING, REFER TO ELECTRICAL PLANS 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ R07 VESTIBULE R03H09 R08 ________________04 R1.A6.107 R11' VESTIBULE R03H11 ELEVATOR LOBBY R03H10 MEP ROOM R03J10 STAIR 01 ELEVATOR 01 ELEVATOR 02 ELEVATOR 03 STAIR 02 R112 PT10 PT10 PT10PT10 STORAGE R04G15 VESTIBULE R04H15 FSAE LOBBY R04H14 PT10 8' - 0" PT10 8' - 0" CF10 CF10 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:07:45 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.203 REFLECTED CEILING PLAN - LEVEL 03 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 031 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ R08R11' ELEVATOR 01 ELEVATOR 02 STAIR 01 VESTIBULE R04H11 STAIR 02 ELEVATOR LOBBY R04H10 ELEVATOR 03 VESTIBULE R04H09 MEP ROOM R04J10 R112 PT10 PT10 PT10PT10 FSAE LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 PT10 8' - 0" PT10 8' - 0" CF10 CF10 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:07:54 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.204 REFLECTED CEILING PLAN - LEVEL 04 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 041 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ MECHANICAL R05F16 R08R11' STAIR 01 STAIR 02 ELEVATOR LOBBY R05H10 VESTIBULE R05H11 ELEVATOR 03 VESTIBULE R05H09 MEP ROOM R05J10 ELEVATOR 01 ELEVATOR 02 01 01 01 01 ________________04 R1.A6.107 04 04 PT10 PT10 PT10 PT10 PT10 8' - 0" PT10 8' - 0" CF10 CF10 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:08:02 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.205 REFLECTED CEILING PLAN - LEVEL 05 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 051 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 01 CATENARY LIGHTNING, REFER TO ELECTRICAL PLANS 04 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND 3 COATS CEMENT PLASTER SYSTEM. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H1/7/25 ? ? ? ? ALIGN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ R07R08R11' WOMEN R06H13A JANITOR R06H13B MEN R06H13C VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 STAIR 02 ELEVATOR 03STAIR 04 R170 BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 CONFERENCE R06F15 CONFERENCE R06F16 GAME ROOM R06H16 RESIDENTIAL UNIT STORAGE R06H12EQ EQ EQ EQ EQ EQ EQ EQ PT10 8' - 0" 8' - 0" 7' - 0" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 9' - 0" EQ EQ EQ EQ EQ EQ 9' - 0" PT10 CF10 CF10 PT10PT10 PT10 CF10 CF10 CF10 CF10 CF10 RESIDENTIAL UNIT STORAGE R06K12 POOL EQUIPMENT R06J11 COORIDOR R06J12 BUILDING STORAGE R06J13 TRASH ROOM R06G15 VESTIBULE R06H15 FSAE LOBBY R06H14 ELEVATOR 01 ELEVATOR 02 STAIR 01 PT10 8' - 0" 04 I I SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:08:14 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.206 REFLECTED CEILING PLAN - LEVEL 06 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 061 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 04 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND 3 COATS CEMENT PLASTER SYSTEM. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H H 1/7/25 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ R08R11' VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 FSAE LOBBY R07H14 CORRIDOR R07J11A STAIR 02 ELEVATOR 03 STAIR 01 ELEVATOR 01 ELEVATOR 02 EQ EQ EQ EQ EQ EQ EQ PT10 8' - 0"PT10 PT10 03 03 04 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:08:24 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.207 REFLECTED CEILING PLAN - LEVEL 07 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 071 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 03 REFER TO TENANT IMPROVEMENT DRAWING SET UNDER SEPERATE PERMIT. 04 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND 3 COATS CEMENT PLASTER SYSTEM. A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H H 1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ R07 01* R1-A1.217 ________________ R08R11' FSAE LOBBY R08H14 VESTIBULE R08H15 STAIR 01 ELEVATOR 01 ELEVATOR 02 TRASH ROOM R08G15 MEP ROOM R08J10 STAIR 02 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 ELEVATOR 03 VESTIBULE R08H09 8' - 0" 8' - 0" 03 03 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:08:33 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.208 REFLECTED CEILING PLAN - LEVEL 08 - LEVEL 14 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 03 REFER TO TENANT IMPROVEMENT DRAWING SET UNDER SEPERATE PERMIT. SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 08-141 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H H 1/7/25 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ STAIR 01 R08R11' EAST CORR. R15F09E ELEVATOR LOBBY R15H10 VESTIBULE R15H11 STORAGE R15H09FSAE LOBBY R15H14 VESTIBULE R15H15 TRASH ROOM R15F16 STAIR 02 ELEVATOR 03 STORAGE R15J10 ELEVATOR 01 ELEVATOR 02 8' - 0" PT10 8' - 0" PT10 8' - 0" PT10 09 R1.A6.204 ________________ 06 R1.A6.204 ________________ CIRCULATION R15G13 CIRCULATION R15G15 03 03 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:08:44 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.215 REFLECTED CEILING PLAN - LEVEL 15 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 151 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING 03 REFER TO TENANT IMPROVEMENT DRAWING SET UNDER SEPERATE PERMIT. A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H H1/7/25 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 01 R1.A3.102 ________________ 01 R1.A3.106 ________________ R07R08R11' 08 R1.A6.204 ________________ R112 ELEVATOR 01 ELEVATOR 02 ELEVATOR EQUIPMENT ROOM R16H14 STAIR 01 MEP SPACE R16G16 VESIBULE R16H15 STAIR 02 VESTIBULE R16H11 ELEVATOR 03 ELEVATOR EQUIPMENT ROOM R16H09 MEP SPACE R16J10 SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:08:50 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.216 REFLECTED CEILING PLAN - ROOF ACCESS LEVEL 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - ROOF ACCESS LEVEL1 H 06/17/2024 Revision to Permit 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL/CORE SYSTEMS COORDINATION ONLY. 2 REFER TO ELECTRICAL LIGHTING SHEETS FOR LIGHTING FIXTURE PLACEMENT, LIGHTING FIXTURE SCHEDULE AND PHOTMETRICS. 3 TENANT SPACES TO MAINTIAIN 1FC FOR EGRESS LIGHTING H 1/7/25 WT01 WT01 WT02 WT02 WT04 WT05 WT05 WT05 WT05 WT06 WT02 WT07 WT07 WT07 WT04 WT04 WT04 WT02 WT01 WT03 WT05 WT05 WT06 WT06 WT02 WT02 WT05 WT05 WT02 WT01 WT07 WT07 WT08 SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/23/2024 11:17:47 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.100 FACADE TYPE DIAGRAM 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE: FACADE TYPE DIAGRAM - SOUTH/WEST02 SCALE: FACADE TYPE DIAGRAM - NORTH/EAST01 A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ALIGN AL I G N LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R09 R10 R11 R12 R13 R14 R15 R16 R17 TOP ROOF WEST 183' - 6" 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ 16' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 6" 11' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 12' - 6" 13' - 6" 4' - 7" ________________1 R1.A2.154 ________________1 R1.A2.153 ________________01 R1.A2.152 ________________01 R1.A2.151 01 03 15 23 23 24 R08 ________________06 R1.A6.100 31 29 5' - 0"CL TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" R11' 20 22 20 39 04 22 17 22 32 18 2' - 10 1/2" 15 04 07 16' - 0" 3' - 10" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 51 TYP.TYP. 293' - 6" 5' - 0" CL 23 23 TYP. TYP. 23 23 TYP. TYP. 23 23 TYP. TYP. 66 TYP. SCALE:1/8" = 1'-0" BUILDING ELEVATION NORTH01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 07 ROOFTOP CANOPY ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 17 STEEL PROFILE FASCIA ACCORDING TO DETAIL 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 24 PARKING GATE 29 KNOX BOX LOCATION PER PLAN. 31 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 32 OPERABLE OVERHEAD DOOR 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 51 STEEL PIPE BOLLARD 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:18:20 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.101 BUILDING ELEVATION NORTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RF RG RH RJ RK RL TOP ROOF WEST 183' - 6" 01 R1.A3.101 ________________ 13' - 6" 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 16' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" ________________01 R1.A2.159 ________________01 R1.A2.158 ________________01 R1.A2.157 LEVEL 01R WEST 11' - 7" 01 06 17 18 20 04 03 20 31 30 35 39 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" 12 04 03 15 2' - 8" TYP. TYP. TYP. TYP. TYP. TYP. 4' - 7" 33 0133 3 R1.A4.121 ________________2 R1.A4.121 ________________ 05 R1.A6.108 ________________ 66 SCALE:1/8" = 1'-0" BUILDING ELEVATION WEST01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 06 GROUND LEVEL RESIDENTIAL LOBBY CANOPY ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 17 STEEL PROFILE FASCIA ACCORDING TO DETAIL 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 30 (E) FIRE HYDRANT 31 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 33 GARAGE FAN EXHAUST 35 EXTERIOR ADDRESS SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:18:43 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.102 BUILDING ELEVATION WEST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R09R10R11R12R13R14R15R16R17 01 R1.A3.102 ________________ 01 R1.A3.105 ________________ 01 R1.A3.106 ________________ 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 16' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" ________________01 R1.A2.160 ________________01 R1.A2.161 ________________01 R1.A2.162 ________________01 R1.A2.163 01 22 12 R08 1804 3136 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" R11' 01 20 04 01 20 20 39 03 15 3' - 6" TYP. TYP. TYP. TYP. TYP.TYP.TYP. TYP. 15 TYP. 33 01 9' - 0" 56 66 66 SCALE:1/8" = 1'-0" BUILDING ELEVATION SOUTH01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 31 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 33 GARAGE FAN EXHAUST 36 EXTERIOR TENANT IDENTIFICATION SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 56 SIGNAGE UNDER SEPARATE PERMIT 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:19:10 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.103 BUILDING ELEVATION SOUTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RFRGRHRJRKRL TOP ROOF WEST 183' - 6" 01 R1.A3.101 ________________ 13' - 6" 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 16' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" ________________01 R1.A2.166 ________________01 R1.A2.167 ________________01 R1.A2.168 20 04 03 04 01 0636 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" 20 39 15 15 18 8" 3' - 10" 4' - 0" 44' - 0" 4' - 0" 08 R1.A6.204 ________________ TYP. TYP. TYP. TYP. TYP. TYP. TYP. 09 R1.A6.204 ________________ 06 R1.A6.204 ________________ 1 R1.A4.122 ________________2 R1.A4.122 ________________ 66 SCALE:1/8" = 1'-0" BUILDING ELEVATION EAST01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 06 GROUND LEVEL RESIDENTIAL LOBBY CANOPY ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 36 EXTERIOR TENANT IDENTIFICATION SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:19:35 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.104 BUILDING ELEVATION EAST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ALIGN LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R09 R10 R11 R1201 R1.A3.102 ________________01 R1.A3.106 ________________ 16' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 6" 11' - 6" 10' - 6" MATCH LINE SEE /1R1.A2.154 MA T C H L I N E S E E / 01 R1 . A 2 . 1 5 2 R08 03 04 22 11 24 ________________06 R1.A6.100 LEVEL 06+ WEST 61' - 0" R11' 23 23 OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING 23 3' - 5" 6' - 7" 3' - 5" 6' - 7" 3' - 5" 10' - 0" 13' - 1" GL03 TYP. GL02 TYP. GL02 TYP. GL03 TYP. 68' - 0" GL01 22 29 TYP. TYP. TYP. TYP. TYP. TYP. TL04 CP01 CP01 CP01 CP01 CP01 TL04 FS01 FS01 FS01 FS01 C01 C01 C01 C01 TL03TL03 TL04 TL03 TL03 GL02 TYP. ________________1 R1.A2.169 23 23 TYP. TYP. 23 23 TYP. TYP. 23 23 TYP. TYP. 5' - 0" 3' - 6" 8' - 2" 4' - 4" VARIES +/- 11'-6" 12' - 6" 44' - 0" 4' - 0" 3' - 10" 17' - 0" 27' - 0" 14' - 0"14' - 0" 3' - 1 0 " SCALE:1/4" = 1'-0" ENLARGED ELEVATION NORTH - SECTION A01 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 11 METAL PANEL RAINSCREEN BY CONTRACTOR 22 EXPOSED CONCRETE COLUMN 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 24 PARKING GATE 29 KNOX BOX LOCATION PER PLAN. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:19:47 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.151 ENLARGED BUILDING ELEVATION NORTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 AL I G N AL I G N ALIGN ALIGN LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R13 R14 R15 R16 R1701 R1.A3.105 ________________ LEVEL 01R WEST 11' - 7" 16' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 6" 11' - 6" 10' - 6" MATCH LINE SEE /1R1.A2.154 MA T C H L I N E S E E / 01 R1 . A 2 . 1 5 1 17 LEVEL 06+ WEST 61' - 0" 23 OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING OPEN TO PARKING 24 22 22 03 20 04 39 32 GL03 TYP. GL02 TYP. 22' - 4" TYP. TYP. TYP. TYP. TYP. 22 TYP. 15 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 CP01 TL04TL04 TL04 TL04 TL04 CP01 CP01 ? CP01 C01 C01 C01 C01 TL03 TL03 TL03 GL03 TYP. TYP. 4' - 0" 40' - 0" 4' - 0" 13' - 2" 2' - 10" BR01 PT03 5' - 0" 8' - 2" 4' - 3 1/2" 12' - 0" 21' - 3" 18' - 5 5/8" 11 ' - 3 " 28 ' - 5 1 / 2 " 21' - 3" 18' - 9" 11' - 3" 20' - 0" 8' - 9" 8' - 0"16' - 0"16' - 0"16' - 0"16' - 0" 3' - 10" 8" 3' - 6" GL03 TYP. TYP. GL03 TYP. ________________2 R1.A2.169 1 R1.A4.131 ________________ 23 TYP. 23 TYP. 23 TYP. 01 R1.A6.208 __________________TYP. SCALE:1/4" = 1'-0" ENLARGED ELEVATION NORTH - SECTION B01 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 17 STEEL PROFILE FASCIA ACCORDING TO DETAIL 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 24 PARKING GATE 32 OPERABLE OVERHEAD DOOR 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:19:59 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.152 ENLARGED BUILDING ELEVATION NORTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" R09 R10 R11 R12 TOP ROOF WEST 183' - 6" 01 R1.A3.102 ________________01 R1.A3.106 ________________ 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 12' - 6" MATCH LINE SEE /01R1.A2.151 MATCH LINE SEE /01R1.A2.152 MA T C H L I N E S E E / 1 R1 . A 2 . 1 5 4 R08 04 01 TOP ROOF WEST 183' - 6" R11' 03 03 20 39 20 GL03 TYP. GL02 TYP. GL03 TYP. GL02 TYP. GL03 TYP. GL02 TYP. GL02 TYP. 39 TYP. TYP. TYP. TYP. TYP. TYP. C01 4' - 7" TL03 GL02 TYP. GL02 TYP. GL02 TYP. GL02 TYP. 8' - 0 " 1 ' - 1 0 " 8" 1 ' - 0 " 8' - 0 " SCALE:1/4" = 1'-0" ENLARGED ELEVATION - NORTH - SECTION C1 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:20:10 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.153 ENLARGED BUILDING ELEVATION NORTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" R12 R13 R14 R15 R16 R17 TOP ROOF WEST 183' - 6" 01 R1.A3.105 ________________ 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 12' - 6" MATCH LINE SEE /01R1.A2.152 MA T C H L I N E S E E / 1 R1 . A 2 . 1 5 3 01 03 04 TOP ROOF WEST 183' - 6" 03 20 20 GL03 TYP. GL02 TYP. GL02 TYP. GL03 TYP. TYP. TYP. TYP. TYP. TYP. C01 GL02 TYP. GL02 TYP. GL02 TYP. 13' - 6" 4' - 7" ________________02 R1.A4.170 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 52 SCALE:1/4" = 1'-0" ENLARGED ELEVATION - NORTH SECTION D1 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 52 SMOOTH CONCRETE SKIM COAT WITH ELASTOMERIC APPLICATION AT EXPOSED CONCRETE WALL, TYPICAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:20:21 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.154 ENLARGED BUILDING ELEVATION NORTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RF RG RH RJ RK RL01 R1.A3.101 ________________ ________________04 R1.A4.111 17 18 14 12 04 02 R1.A6.106 ________________OPP. 15 11 22 TYP. TYP. TYP. BR01 TL04 UM02 GL01 BR01 GL01 BR01 GL01 BR01 BR01 TL04TL03TL04TL03 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 TYP UM02 UM02 16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0" UM02 UM02 CP01 UM02 UM02 UM02 CP01 CP01 12' - 0" 22 ' - 0 " 12' - 0" 30' - 0" 12' - 0" 22' - 0" 4' - 0" 16' - 0" 33' - 11" 22' - 0" 19' - 9" TYP 14' - 0" 8" 13' - 4" 1' - 6" 9' - 7" 2' - 3" 04 TYP04TYP04TYP 40 TYP 40 TYP 40 TYP 40 TYP 40 TYP SCALE:1/4" = 1'-0" ENLARGED ELEVATION - WEST ELEVATION A01 04 LOUVERS ACCORDING TO DETAILS 11 METAL PANEL RAINSCREEN BY CONTRACTOR 12 BRICK WALL ACCORDING TO DETAILS 14 WINDOW WITH LOUVERS FOR EXHAUST ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 17 STEEL PROFILE FASCIA ACCORDING TO DETAIL 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 19 WINDOW WALL SOLARBAN 70 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 04 LOUVERS ACCORDING TO DETAILS 11 METAL PANEL RAINSCREEN BY CONTRACTOR 12 BRICK WALL ACCORDING TO DETAILS 14 WINDOW WITH LOUVERS FOR EXHAUST ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 17 STEEL PROFILE FASCIA ACCORDING TO DETAIL 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 19 WINDOW WALL SOLARBAN 70 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:20:30 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.157 ENLARGED BUILDING ELEVATION WEST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit HH 1/7/25 LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" RF RG RH RJ RK RL01 R1.A3.101 ________________ 03 ________________06 R1.A6.100 LEVEL 06+ WEST 61' - 0" 03 04 20 39 13 22 15 08 GL03 TYP. GL02 TYP. TYP. TYP. TYP. TYP. TYP. FS01 FS01 FS01 FS01 FS01 FS01 TL04 TL03 TL04 TL03 TL04 TL04 GL02 TYP. 16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0" 3' - 11" GL02 GL02 SCALE:1/4" = 1'-0" ENLARGED ELEVATION - WEST ELEVATION B01 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 08 EXTERIOR STAIR 13 OPERABLE WINDOW ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:20:42 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.158 ENLARGED BUILDING ELEVATION WEST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" RF RG RH RJ TOP ROOF WEST 183' - 6" 01 R1.A3.101 ________________ 01 20 04 03 20 TOP ROOF WEST 183' - 6" 39 26 4' - 7" 13' - 6" 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" GL02 TYP GL02 TYP GL03 TYP GL03 TYP 08 R1.A6.204 ________________ TYP TYP TYP TYP 09 R1.A6.204 ________________ 06 R1.A6.204 ________________ SCALE:1/4" = 1'-0" ENLARGED ELEVATION - WEST ELEVATION C01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 26 ROOF EQUIPMENT SCREEN BEYOND. REFER TO ROOF PLAN. 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:20:55 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.159 ENLARGED BUILDING ELEVATION WEST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ALIGN ALIGN AL I G N A L I G N LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R13R14R15R16R1701 R1.A3.105 ________________ ________________06 R1.A6.100 36 LEVEL 06+ WEST 61' - 0" 18 15 22 39 03 20 04 08 15 GL02 TYP GL03 TYP 04 TYP TYP TYP TYP TYP TYPTYP TYP TL04 TL03 FS01 FS01 FS01 FS01 FS01 FS01 TL03 TL04 TL03 FS01 FS01 FS01 FS01 FS01 TYP TYP TL04 TL03 GL01 CP01 GL01 CP01 GL01 CP01 BR01 UM02 BR01 UM02 BR01 UM02 BR01 UM02 UM02UM02UM02UM02UM02UM02BR01 ________________05 R1.A4.110 TYP 8' - 0" 8' - 0"16' - 0"16' - 0" 4' - 0" 4' - 0" 48' - 0" 4' - 0" 2' - 8" 13' - 4" 8" 2' - 4" 9' - 6" 1' - 6" VARIES +/- 6'-8"16' - 0"16' - 1 1/4"16' - 0" 30' - 0" 18' - 0" 22' - 9" 25' - 3" 18' - 0" 19' - 11" 10' - 8" 28' - 1" 3' - 6" TYP GL02 GL03 TYP CP01 ________________05 R1.A4.113 3 R1.A4.120 ________________ 66 GL02TL04 GL02 GL02 SCALE:1/4" = 1'-0" ENLARGED ELEVATION - SOUTH ELEVATION A01 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 08 EXTERIOR STAIR 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 36 EXTERIOR TENANT IDENTIFICATION SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:21:09 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.160 ENLARGED BUILDING ELEVATION SOUTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ALIGN ALIGNALIGN LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R09R10R11R12 01 R1.A3.102 ________________01 R1.A3.106 ________________ 10' - 6" 11' - 6" 16' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" MA T C H L I N E S E E / 01 R1 . A 2 . 1 6 0 MATCH LINE SEE /01R1.A2.163 R08 LEVEL 06+ WEST 61' - 0" R11' 15 40 11 40 03 04 39 20 30 31 18 04 GL03 TYP GL02 TYP 36 TYP TYP TYP TYP TYP TYP CP01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 TL04 FS01 FS01 TL04 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 UM02 BR01 BR01 UM02 BR01 UM02 UM02UM02UM02UM02UM02UM02UM02UM02UM02UM02GL01BR01BR01 BR01 UM02 GL01 GL01 GL01 GL01 GL01 BR01BR01 4' - 0" 16' - 0" ________________05 R1.A4.110 16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0" 4' - 0" 4' - 0" 21' - 5" 26' - 7" 11' - 9" 20' - 0" 16' - 3" 19' - 11" 28' - 1" 8' - 6" 23' - 4" 17' - 2" 21' - 5" 26' - 7" 11' - 9" 30' - 0" 6' - 3" TL04 TL03 TL04 TL03 TL04 TL03 02 R1.A6.206 __________________ GL03 TYP GL02 TYP 66 SCALE:1/4" = 1'-0" ENLARGED ELEVATION - SOUTH ELEVATION B01 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 11 METAL PANEL RAINSCREEN BY CONTRACTOR 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 30 (E) FIRE HYDRANT 31 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 36 EXTERIOR TENANT IDENTIFICATION SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:21:23 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.161 ENLARGED BUILDING ELEVATION SOUTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" R13R14 R15 R16R17 01 R1.A3.105 ________________ LEVEL 15+ WEST 161' - 11" MA T C H L I N E S E E / 01 R1 . A 2 . 1 6 3 TOP ROOF WEST 183' - 6" CP01 GL02 GL03 TYP TYP GL02 GL03 TYP TYP GL02 GL03 TYP TYP GL02 GL03 TYP TYP 66 SCALE:1/4" = 1'-0" ENLARGED ELEVATION - SOUTH ELEVATION E01 01 SHADOWBOX 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:21:32 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.162 ENLARGED BUILDING ELEVATION SOUTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" R09R10R11R1201 R1.A3.102 ________________01 R1.A3.106 ________________ 13' - 6" 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" MA T C H L I N E S E E / 01 R1 . A 2 . 1 6 2 R08 01 TOP ROOF WEST 183' - 6" R11' 01 39 20 04 20 04 03 39 GL03 TYP GL02 TYP 20 20 03 GL03 TYP GL02 TYP GL03 TYP GL02 TYP 5' - 0" TYP TYP TYP TYP 4' - 7" CP01 07 66 SCALE:1/4" = 1'-0" ENLARGED ELEVATION - SOUTH ELEVATION F01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 07 ROOFTOP CANOPY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:21:42 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.163 ENLARGED BUILDING ELEVATION SOUTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RFRGRHRJRKRL 01 R1.A3.101 ________________ 04 36 LEVEL 06+ WEST 61' - 0" 15 40 18 40 GL01 TYP 40 15 TYP TYP TYP FS01 FS01 FS01 TL04 FS01 FS01 TL03 TL04 TL03 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 FS01 26' - 3" 30' - 0" 6' - 3" 16' - 3" 26' - 3" 30' - 0" 10' - 3" 26' - 3" 4' - 0" 6' - 5" 8' - 0" 8' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0" CP01 BR01 UM02 CP01 TYP BR01 UM02UM02 GL01 MT05 UM02 CP01CP01CP01CP01CP01 TL04 TL04 ________________04 R1.A4.111 SIM. SCALE:1/4" = 1'-0" ENLARGED ELEVATION - EAST ELEVATION A01 04 LOUVERS ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 36 EXTERIOR TENANT IDENTIFICATION SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:21:50 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.166 ENLARGED BUILDING ELEVATION EAST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 AL I G N LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" RFRGRHRJRKRL01 R1.A3.101 ________________ ________________06 R1.A6.100 LEVEL 06+ WEST 61' - 0" 15 15 40 11 03 39 20 04 GL03 TYP GL02 TYP TYP TYP TYP TYP TYP TL04 FS01 FS01 15 TL03 TYP FS01 FS01 FS01 FS01 FS01 FS01 TL04TL03 TL03 TL04 TL04 TY P GL02 SCALE:1/4" = 1'-0" ENLARGED ELEVATION - EAST ELEVATION B01 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 11 METAL PANEL RAINSCREEN BY CONTRACTOR 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 21 EXTERIOR WOOD CEILING ACCORDING TO DETAILS 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 11 METAL PANEL RAINSCREEN BY CONTRACTOR 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 21 EXTERIOR WOOD CEILING ACCORDING TO DETAILS 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:22:01 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.167 ENLARGED BUILDING ELEVATION EAST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" RFRGRHRJ TOP ROOF WEST 183' - 6" 01 R1.A3.101 ________________ LEVEL 15+ WEST 161' - 11"03 04 20 01 39 GL03 TYP GL02 TYP GL02 TYP GL03 TYP 03 TYP TYP TYP TYP TYP 53 EL. 188' - 1" C01 C01 TYP ________________05 R1.A6.204 66 SCALE:1/4" = 1'-0" ENLARGED ELEVATION - EAST ELEVATION C01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 07 ROOFTOP CANOPY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 53 EQUIPMENT SCREEN 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 07 ROOFTOP CANOPY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL 53 EQUIPMENT SCREEN 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:22:11 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.168 ENLARGED BUILDING ELEVATION EAST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" LEVEL 02 WEST 16' - 0" R1101 R1.A3.102 ________________ 24 ________________02 R1.A6.215 R11' 12 ' - 0 " 5' - 0 " 3' - 6" LEVEL 01 WEST 0' - 0" LEVEL 02 WEST 16' - 0" R14 R15 LEVEL 01R WEST 11' - 7" ________________02 R1.A6.215 12 ' - 0 " 5' - 0 " 2' - 10" 07 05 12 00.A08 STEEL TUBE ( GALVANIZED ) 07 21 00.A00 BUILDING INSULATION 05 70 00 DECORATIVE METAL 08 33 13 COILING COUNTER DOORS S.S. FLASHING W/ DRIP EDGE 3 5/8" 1/4" 6 3/4" EMBEDED PLATE TO BOTTOM OF THE SLAB, REFER TO STRUCTURAL FOR COILING COUNTER DOOR SUPPORT, TO COORDINATE WITH DOOR MANUFACTURER HSS TUBE STEEL SUPPORT AND GUIDES PER MANUF. REFER TO STRUCTURAL FOR OVERHEAD STRUCTURE CONECTION ________________05 R1.A6.215 HSS BEAM PER STRUCTURAL DRAWING SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:22:23 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.169 ENLARGED ELEVATION NORTH GARAGE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" PARKING ACCESS BASEMENT - ENLARGED ELEVATION1 SCALE:1/4" = 1'-0" PARKING ACCESS RESIDENTIAL - ENLARGED ELEVATION2SCALE:3/4" = 1'-0" PARKING ACCESS/ROLL UP TYP DETAIL4 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" R09R10R11R12R13R14R15R16R1701 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________R08 ________________03 R1.A4.170 ________________03 R1.A6.204 R1.A6.208 01 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" R11' 8' - 9" 9' - 4" 9' - 4" 9' - 4" 5% 5% 5% 5% RESIDENTIAL PARKING LEVEL 06 RESIDENTIAL PARKING LEVEL 05 PUBLIC / RESIDENTIAL PARKING LEVEL 04 PUBLIC PARKING LEVEL 03 SPEED RAMP 14%PARKING ENTRANCE - LEVEL 01 20' - 4" 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 11' - 6" 5' - 0" 20' - 0" 10' - 0" 10' - 0" 16' - 0" 9' - 4" 15' - 6" BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 ALL GENDER RR R15F09C 07 TYP. 08 TYP.08 TYP. 09 03 04 21' - 8" PUBLIC PARKING ________________01 R1.A4.110 ________________01 R1.A4.110 ________________2 R1.A4.141 ________________03 R1.A4.150 PARKING ENTRANCE - LEVEL 01 BELOW GRADE PARKING PARKING LEVEL 06 PARKING LEVEL 05 PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 3' - 6 " M I N . 3' - 1 1 " 15 15 2BR_2 R07G16 ST_1 R07F14B ST_1 R07F14B ST_1 R07F14A 2BR_1 R07F13 2BR_1 R07F13 ST_1 R07F12 ST_1 R07F11B 2BR_1 R07F10 2BR_1 R07F10 ST_1 R07F09B ST_1 R07F09A 2BR_2 R07G08 2BR_2 R08G10 ST_1 R08F09A ST_1 R08F09B ST_1 R08F10A ST_1 R08F10B ST_1 R08F10B ST_1 R08F11B ST_1 R08F11B 1BR_2 R08F13 1BR_2 R08F13 ST_1 R08F14B ST_1 R08F14B ST_1 R08F15B 2BR_2 R08G16 SAME ROOM LAYOUT WITH LEVEL 08 SAME ROOM LAYOUT WITH LEVEL 08 SAME ROOM LAYOUT WITH LEVEL 08 SAME ROOM LAYOUT WITH LEVEL 08 SAME ROOM LAYOUT WITH LEVEL 08 SAME ROOM LAYOUT WITH LEVEL 08 2BR_1 R15F10ST_1 R15F11 2BR_1 R15F12 2BR_1 R15F13 2BR_1 R15F15 2BR_2 R15G16 RESIDENTIAL PARKING LEVEL 06 RESIDENTIAL PARKING LEVEL 05 PUBLIC / RESIDENTIAL PARKING LEVEL 04 PUBLIC PARKING LEVEL 03 15 ________________03 R1.A4.160 ________________02 R1.A4.180 SCALE:1/8" = 1'-0" BUILDING SECTION 101 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:23:07 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A3.101 BUILDING SECTIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 03 PARKING GATE. ENTRANCE & EXIT : LEVEL 1 TO UPPER LEVELS 04 EXTERIOR PARKING GATE. ENTRANCE & EXIT : LEVEL 1 TO BASEMENT 07 GLASS RAILING 08 CONCRETE WALL BARRIER 09 APARTMENT BALCONY. GLASS RAILING. 15 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND 3 COATS CEMENT PLASTER SYSTEM. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RF RG RH RJ RK RL01 R1.A3.101 ________________ LEVEL 15+ WEST 161' - 11" LEVEL 01R WEST 11' - 7" RETAIL 2 R01K10 ________________02 R1.A4.110 ________________03 R1.A4.170 09 4' - 7 " 13 ' - 6 " 8' - 1 " 4' - 5 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 11 ' - 6 " 16 ' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 4' - 5 " 11 ' - 7 " 11 ' - 0 " 01 OPEN TO BEYOND ( BELOW GRADE PARKING) PARKING LEVEL 06 PARKING LEVEL 05 PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 08 08 09 *R1.A6.212 ________________ TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" TYP. TYP. VESTIBULE R16H11 STAIR 02 R101 VESTIBULE R15H11 EMERGENCY ^ STANDBY POWER 99 01 TYP. 2BR_1 R07F10 POOL DECK R122 ST_1 R08F10B ________________1 R1.A4.130 ________________05 R1.A6.204 ________________1 R1.A4.120 3' - 6 " M I N . 4' - 7 " 15 STAIR 02 R152 STAIR 02 R116 VESTIBULE R07H11 VESTIBULE R08H11 CIRCULATION R08G13 CIRCULATION R07G13 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 2BR_1 R15F10 STAIR 02 R35 CIRCULATION R15G13 PARKING LEVEL 06 PARKING LEVEL 05 PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 PARKING RAMP 18 8 ' - 1 " 5' - 0 " 03 R1.A4.160 ________________ SCALE:1/8" = 1'-0" BUILDING SECTION 201 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:23:50 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A3.102 BUILDING SECTIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 01 PARKING CONCRETE BARRIER 08 CONCRETE WALL BARRIER 09 APARTMENT BALCONY. GLASS RAILING. 15 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND 3 COATS CEMENT PLASTER SYSTEM. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" R09R10R11R12R13R14R15R16R17 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ LEVEL 15+ WEST 161' - 11" LEVEL 01R WEST 11' - 7" 02 EL. 46' - 0" EAST LOBBY R01H08 ELEVATOR R09E25 FSAE LOBBY R03H14 STAIR 01 R16D23 WEST LOBBY R01H16 5' - 0 " 08 8' - 1 " 4' - 5 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 11 ' - 6 " 16 ' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 4' - 5 " 11 ' - 7 " 11 ' - 0 " 17 0 ' - 0 " PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 PARKING LEVEL 05 07 R08 R1.A6.206 03 ________________01 R1.A6.204 ________________03 R1.A6.204 R1.A6.206 01 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" 10' - 6" R11' 8' - 0" TYP. FITNESS STUDIO R07J13 CLUB HOUSE R07J11B MEP ROOM R07J10 MEP ROOM R08J10 ELEVATOR LOBBY R06H10 MEP ROOM R06J10 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 MEP ROOM R01H09 MEP ROOM RB1J10 ELEVATOR LOBBY RB1H10 STAIR 02 R101 MEP SPACE R16J10 ELEVATOR LOBBY R15H10 WOMEN R06H13A JANITOR R06H13B MEN R06H13C ELEVATOR 01 R99 FSAE LOBBY RB1H14 EMERGENCY ^ STANDBY POWER 99 EAST CORR. R15F09E TYP. ________________05 R1.A6.107 11TYP. ________________01 R1.A4.111 ________________02 R1.A4.111 14 GAME ROOM R06H16 PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 PARKING LEVEL 06 PARKING LEVEL 05 15 RESIDENTIAL UNIT STORAGE R06H12 15 RESIDENTIAL UNIT STORAGE R01H12 ST_1 R07H16 2BR_2 R07G16 1BR_1 R08H16 2BR_2 R08G16 1BR_1 R08H13 ST_1 R08H12B ST_1 R08H12A ST_1 R08H11A 1BR_2 R08J11 1BR_1 R08J09 2BR_2 R08G10 2BR_2 R07G08 1BR_1 R07J09 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 2BR_2 R15G16 1BR_1 R15H16 2BR_1 R15H13 ST_1 R15H12 2BR_1 R15J11 SCALE:1/8" = 1'-0" BUILDING SECTION 301 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:24:54 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A3.103 BUILDING SECTIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 02 METAL RAILING 07 GLASS RAILING 08 CONCRETE WALL BARRIER 11 CATENARY LIGHT ANCHOR, SEE LIGHTING AND STRUCTURAL DRAWINGS 14 EQUIPMENT SCREEN 15 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND 3 COATS CEMENT PLASTER SYSTEM. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RFRGRHRJRKRL01 R1.A3.101 ________________ LEVEL 01R WEST 11' - 7" RETAIL 4 R01K15 ________________02 R1.A4.110 ________________03 R1.A4.170 09 03 01 PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 4' - 7 " 13 ' - 6 " 12 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 11 ' - 6 " 16 ' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 4' - 5 " 11 ' - 7 " 11 ' - 0 " 18 8 ' - 1 " OPEN TO BEYOND (BELOW GRADE PARKING) OPEN TO BEYOND (BELOW GRADE PARKING) OPEN TO BEYOND (BELOW GRADE PARKING) OPEN TO BEYOND (BELOW GRADE PARKING) RETAIL 4 R01K15 R1.A6.208 01 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" TYP. TYP. ELEVATOR 01 R21 ELEVATOR 02 R01E25 PARKING LEVEL 05 PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 PARKING LEVEL 05 ________________4 R1.A2.169 15 MULTI FUCTION SPACE R06G14 ST_1 R07F14B ST_1 R08F14B SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 2BR_1 R15F15 ELEVATOR 01 R154 64' - 0" R1.A6.206 02 SCALE:1/8" = 1'-0" BUILDING SECTION 401 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:25:28 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A3.104 BUILDING SECTIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 01 PARKING CONCRETE BARRIER 03 PARKING GATE. ENTRANCE & EXIT : LEVEL 1 TO UPPER LEVELS 09 APARTMENT BALCONY. GLASS RAILING. 15 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND 3 COATS CEMENT PLASTER SYSTEM. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RFRGRHRJRKRL01 R1.A3.101 ________________ LEVEL 01R WEST 11' - 7" RETAIL 4 R01K15________________02 R1.A4.110 ________________03 R1.A4.150 ________________1 R1.A4.131 5' - 0 " 12 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 11 ' - 6 " 11 ' - 6 " 5' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 4' - 5 " 11 ' - 7 " 11 ' - 0 " 17 5 ' - 0 " PARKING LEVEL 06 PARKING LEVEL 05 WEST LOBBY R01H16 ________________03 R1.A6.204 R1.A6.208 01 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" PARKING LEVEL 04 PARKING LEVEL 03 RESTROOM R01G15 MAIL ROOM R01G17 STORAGE G01H15 GAME ROOM R06H16 BUSINESS CENTER R06G16 CONFERENCE R06F16 ________________03 R1.A4.170 ________________2 R1.A4.121 ________________1 R1.A4.140 PARKING BELOW GRADE 3' - 6" 3' - 6" 1BR_1 R08H16 ST_1 R08F15B 2BR_2 R07G16 1BR_1 R15H16 2BR_1 R15F15 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 64' - 0" 5' - 0" 20' - 4" SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SCALE:1/8" = 1'-0" BUILDING SECTION 501 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:25:57 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A3.105 BUILDING SECTIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RF RG RH RJ RK RL01 R1.A3.101 ________________ LEVEL 01R WEST 11' - 7" RETAIL 2 R01K10 ________________02 R1.A4.110 ________________1 R1.A4.131 OPEN TO BEYOND (BELOW GRADE PARKING) OPEN TO BEYOND (BELOW GRADE PARKING) OPEN TO BEYOND (BELOW GRADE PARKING) OPEN TO BEYOND (BELOW GRADE PARKING) TRASH R12C15 07 4' - 7 " 13 ' - 6 " 12 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 11 ' - 6 " 16 ' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 4' - 5 " 11 ' - 7 " 11 ' - 0 " 18 8 ' - 1 " R1.A6.205 14 ________________03 R1.A4.150 09 *R1.A6.212 ________________ TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" TYP. ELEVATOR 03 R17C15 ELEVATOR EQUIPMENT ROOM R16H09 MEP SPACE R16J10 STORAGE R15H09 ELEVATOR LOBBY R15H10 VESTIBULE R08H09 POOL DECK R122 ST_1 R08F10A PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 PARKING LEVEL 05 PARKING LEVEL 06 PARKING LEVEL 04 PARKING LEVEL 03 PARKING LEVEL 02 PARKING LEVEL 05 PARKING LEVEL 06 2BR_1 R07F10 MEP ROOM R07J10 ELEVATOR 03 R117 VESTIBULE R07H09 MEP ROOM R08J10 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 SAME ROOM LAYOUT AS LEVEL 08 2BR_1 R15F10 5' - 0" 13' - 1" 175' - 0" 5' - 0" 4' - 0" 4' - 0" 48' - 0" 4' - 0" 16' - 0" 72' - 6" ________________03 R1.A4.170 SCALE:1/8" = 1'-0" BUILDING SECTION 601 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/23/2024 11:26:27 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A3.106 BUILDING SECTIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 07 GLASS RAILING 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 WT01A WT01B WT02C TL04 GL01 GL01 MT05 BR01 BR01 MT05 UM02 UM02 CP01 FS01 2% LEVEL 01 WEST 0' - 0" LEVEL 02 WEST 16' - 0" R11R12 01 R1.A6.108 ________________ 03 R1.A6.101 ________________ 09 R1.A6.101 ________________ 07 R1.A6.101 ________________01 R1.A6.106 ________________ 7' - 6" 04 R1.A6.101 ________________ 01 R1.A4.110 ________________02 R1.A4.110 ________________03 R1.A4.110 ________________ CP01CP01 01 R1.A6.106 ________________ MT05 BR01 GL01 BR01 MT05 11' - 10" 1' - 6" 2' - 5" 3' - 6" 6' - 0" 2' - 8" 13' - 4" UM02 40 EXTERIOR 04 INTERIOR LEVEL 1 T.O.S. ________________09 R1.A6.101 ________________01 R1.A6.108 ________________06 R1.A6.108 ________________03 R1.A6.101 KNEE WALL 1' - 6" STOREFRONT SYSTEM 9' - 8" LOUVER 2' - 0" T.O. GRADE PER CIVIL 18 ________________3 R1.A4.120 ________________2 R1.A4.120 ________________1 R1.A4.120 CONNECT TO FACADE TYPE 'WT02' SEE DETAILS 04 R1.A6.100 ________________ 12 RL 2' - 2" 8" 2' - 6" 2' - 2" PR O P E R T Y L I N E 3' - 0" 9" 4" 40 LEVEL 2 T.O.S. EXTERIOR 04 INTERIOR LEVEL 1 T.O.S. ________________01 R1.A6.108 ________________07 R1.A6.101 STOREFRONT SYSTEM 11' - 2" T.O. GRADE PER CIVIL 18 8' - 0" ________________02 R1.A6.101 2% SLOPE 04 R1.A6.100 ________________ ________________1 R1.A4.120 ________________2 R1.A4.120 ________________3 R1.A4.120 CONNECT TO FACADE TYPE 'WT02' SEE DETAILS 12 47 4' - 1" 8" 13' - 4" RL 2' - 2" 2' - 6" 1' - 10" 3' - 0" PR O P E R T Y L I N E ________________4 R1.A6.104 40 LEVEL 2 T.O.S. EXTERIORINTERIOR LEVEL 1 T.O.S.T.O. GRADE PER CIVIL 04 R1.A6.100 ________________ CONNECT TO FACADE TYPE 'WT02' SEE DETAILS ________________1 R1.A4.120 ________________2 R1.A4.120 ________________3 R1.A4.120 12 RL 2' - 2" 8" 2' - 6" PR O P E R T Y L I N E 3' - 0" 9" 3" SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:26:53 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.110 ENVELOPE WALL TYPE WT01 & SECTIONS - LEVEL 1 RETAIL STOREFRONT 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE: WT01 PERSPECTIVE04 04 LOUVERS ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 47 CEMENT PLASTER OVER LIGHT GAUGE METAL STUD FRAMED SOFFIT. A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE:1/2" = 1'-0" WT01 ELEVATION05 SCALE:1/2" = 1'-0" WT01B SECTION02 SCALE:1/2" = 1'-0" WT01A SECTION01SCALE:1/2" = 1'-0" WT01C SECTION03 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 BR01 GL01 TL04 MT05 UM02 2% 2% LEVEL 01 WEST 0' - 0" LEVEL 02 WEST 16' - 0" RH 03 R1.A6.101 ________________ 01 R1.A6.101 ________________ 01 R1.A6.106 ________________ 04 R1.A6.101 ________________ 1' - 6 " 6 ' - 7 " 3 ' - 1 " 2 ' - 2 " 2 ' - 8 " 09 R1.A6.101 ________________ 03 R1.A6.101 ________________ 35 BR01TL04 MT05 01 R1.A6.106 ________________ 09 R1.A6.101 ________________ EQ 6' - 0"EQ 10" 6' - 6" 1' - 6" 8" 2' - 3" 3' - 1" 8' - 0" 04 12 40 09 R1.A6.101 ________________ 03 R1.A6.101 ________________ 01 R1.A6.106 ________________ 06 R1.A6.108 ________________ 01 R1.A4.111 ________________ 02 R1.A4.111 ________________SIM. UM02 UM02 CP01 GL01 MT05 MT05 GL01 MT05 UM028" 2' - 0" 40 LEVEL 2 EXTERIOR 04 BASEMENT PARKING LEVEL 1 T.O.S. ________________01 R1.A6.108 ________________07 R1.A6.101 T.O. GRADE PER CIVIL 18 8' - 0" ________________02 R1.A6.101 2% SLOPE 04 R1.A6.100 ________________ ________________3 R1.A4.120 ________________2 R1.A4.120 ________________1 R1.A4.120 CONNECT TO FACADE TYPE 'WT02' SEE DETAILS 12 4' - 0" R17 10' - 10" 16' - 0" 5' - 0" 48 2' - 8" 15 8' - 0" 2% SLOPE 21' - 0" 06 7' - 2" BOTTOM OF BEAM 11' - 5 199/256" 2' - 0" SCHEDULED LIGHTING FIXTURE REFER TO INTERIOR DOCUMENTATION BOTTOM OF CEILING WEST LOBBY 6' - 9" 3' - 1" 2' - 9" 61 40 LEVEL 2 EXTERIOR 04 BASEMENT PARKING LEVEL 1 T.O.S. ________________01 R1.A6.108 ________________07 R1.A6.101 T.O. GRADE PER CIVIL 18 8' - 0" ________________02 R1.A6.101 2% SLOPE 04 R1.A6.100 ________________ ________________3 R1.A4.120 ________________2 R1.A4.120 ________________1 R1.A4.120 CONNECT TO FACADE TYPE 'WT02' SEE DETAILS 12 4' - 0" R08 6' - 8" 16' - 0" 0" 2' - 8" 8' - 0" 2% SLOPE 1' - 10 1/2" 16' - 0" 06 BOTTOM OF BEAM 11' - 5 199/256" 2' - 0" SCHEDULED LIGHTING FIXTURE REFER TO INTERIOR DOCUMENTATION BOTTOM OF CEILING STEEL FRAMING REFER TO STRUCTURAL WEST LOBBY 2' - 7" 1' - 1" 1' - 8" SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:27:08 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.111 ENVELOPE WALL TYPE WT01 & SECTIONS - LEVEL 1 LOBBY STOREFRONT 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 04 LOUVERS ACCORDING TO DETAILS 06 GROUND LEVEL RESIDENTIAL LOBBY CANOPY ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 35 EXTERIOR ADDRESS SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 48 METAL SHEET FLASHING 61 AIR AND VAPOR BARRIER SYSTEM ON DENSGLASS SHEATHING AND RIGID INSULATION. A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE: LOBBY ENTRY PERSPECTIVE03 SCALE:1/2" = 1'-0" ENLARGED ELEVATION04 SCALE:1/2" = 1'-0" WT01D SECTION (WEST LOBBY)01SCALE:1/2" = 1'-0" WT01E SECTION (EAST LOBBY)02 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 S ALIGN TL04 GL01 BR01 TL04 TL03 TL03 UM02 UM02 BR01 MT05 MT05 R16R17 RK RL R1.A4.113 05 ________________07 R1.A6.101 ________________01 R1.A6.106 ________________05 R1.A6.101 ________________01 R1.A6.106 ________________07 R1.A6.101 PROPERTY LINE PR O P E R T Y L I N E 13 ' - 0 " 2' - 2 " 1' - 0" 6' - 11" 11' - 0" 01 R1.A4.113 ________________ 2' - 0" 2' - 3" 2' - 7 1/4" OPP. 3' - 0" 5' - 0" 1' - 0" 01 5' - 3 1 / 2 " 5 ' - 3 1 / 2 " 6' - 9 1/2" 9' - 2 1/2" 1' - 9 1/2" ________________01 R1.A6.106 LEVEL 01 WEST 0' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R16R17 03 R1.A6.101 ________________ 10 R1.A6.101 ________________10 R1.A6.101 ________________ 03 R1.A6.101 ________________03 R1.A6.107 ________________11' - 10" 1' - 6" 2' - 8" 13' - 4" 8" 2' - 4" 2' - 10" 6' - 8" TL03 TL04 UM02 GL01 MT05 CP01 TYP FS01 BR01 GL03 LEVEL 01 WEST 0' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RK RL ________________10 R1.A6.101 03 R1.A6.101 ________________ 10 R1.A6.101 ________________ 16 ' - 0 " TL04 BR01GL01 PARKING PARKING RETAIL 5' - 0" 5' - 0" 5' - 0" 16' - 0" 2" CP01 MT05 TL03 TL04 06 R1.A6.108 ________________ 8" 8" 13 ' - 4 " LEVEL 02 WEST PARKING GARAGE ________________1 R1.A4.121 CONNECT TO FACADE TYPE 'WT02' SEE DETAILS LEVEL 01 WEST T.O. GRADE PER CIVIL BASEMENT PARKING VENTILATION SHAFT LEVEL B1 T.O.S. BASEMENT PARKING SLAB OPENING 5' - 5" LEVEL 03 WEST 26' - 0" PARKING GARAGE 1' - 6" 16' - 0" 5' - 0" 10' - 0" 5' - 0" 40 12 R17 6' - 9" 8" 7' - 2" ________________02 R1.A6.106 0' -0" 16' -0" EXTERIOR 04 LEVEL 1 T.O.S. ________________09 R1.A6.101 ________________01 R1.A6.108 ________________06 R1.A6.108 ________________03 R1.A6.101 KNEE WALL 1' - 6" STOREFRONT SYSTEM 9' - 8" LOUVER 2' - 0" 18 04 R1.A6.100 ________________ 12 01 01 18 SIM. 1 WP1.100 TYP SCALE: WT01 CORNER PERSPECTIVE04 SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORNER WT0102 SCALE:1/4" = 1'-0" WT01 CORNER ELEVATION05 SCALE:1/4" = 1'-0" XWT01 CORNER SECTION03 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:27:35 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.113 ENVELOPE WALL TYPE WT01 & SECTIONS - LEVEL 1 FACADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 01 SHADOWBOX 12 BRICK WALL ACCORDING TO DETAILS 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE:1/2" = 1'-0" WT01F SECTION01 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 AL I G N 40 LEVEL 7 F.F. LEVEL 3-6 T.O.S. (TYP. STACK) LEVEL 2 T.O.S. LEVEL 7 T.O.S. POOL DECK PARKING GARAGE EXTERIOR 25 40 23 04 03 R1.A6.100 ________________ 06 R1.A6.108 ________________ 10' - 6" 1' - 0" 5' - 0" R1.A6.206 02 15 LEVEL 6+ T.O.S. 3" 1' - 3" 2" RL 22 15 22 23 PR O P E R T Y L I N E 3' - 0" 22 22 12 15 *VARIES* PARKING RAMP 2' - 8" *VARIES* PARKING RAMP 5' - 0" 10' - 0" 10' - 0" LEVEL 6 T.O.S. 4' - 0" 4' - 0" TILE RAIN SCREEN 4' - 0" TILE RAIN SCREEN *VARIES. SEE ELEVATION * FLEX FACADE SCREEN 48 1' - 8" 3' - 4" 40 3' - 0" 2' - 2" 49 50 ________________02 R1.A6.106 16 VARIES (SEE ELEVATION) VARIES (SEE ELEVATION) RESIDENTIAL STORAGE (SEE FLOOR PLAN) PARKING GARAGE RETAIL 8" 10" 54 54 R1.A6.208 01 TYP 45 61 WT02A WT02B WT02C BR01 TL03 TL04 TL04 MT05 GL01 TL03 BR01 MT05 GL01 FS01 CP01 MT05 BR01 FS01 UM02 UM02 UM02 40 LEVEL 7 F.F. LEVEL 3-6 T.O.S. (TYP. STACK) LEVEL 2 T.O.S. LEVEL 7 T.O.S. POOL DECK EXTERIOR 25 40 04 03 R1.A6.100 ________________ 06 R1.A6.108 ________________ 10' - 6" 1' - 0" 5' - 0"R1.A6.206 02 LEVEL 6+ T.O.S. 3" 1' - 3" 2" RL 22 22 PR O P E R T Y L I N E 22 22 12 *VARIES* PARKING RAMP 2' - 8" *VARIES* PARKING RAMP 5' - 0" 10' - 0" 10' - 0" LEVEL 6 T.O.S. 4' - 0" TILE RAIN SCREEN F.O. TILE ALIGN W/ GARAGE FLEX SCREEN SYSTEM TILE RAIN SCREEN CLADDING 4' - 0" TILE RAIN SCREEN 48 40 3' - 0" 49 50 ________________02 R1.A6.106 PARKING GARAGE RESIDENTIAL STORAGE (SEE FLOOR PLAN) PARKING GARAGE RETAIL TY P 1 1/2" 55 45 45 45 61 WT02A WT02B WT02C TL03 TL04 TL03 FS01 FS01 40 40 40 40 LEVEL 7 F.F. LEVEL 3-6 T.O.S. (TYP. STACK) LEVEL 2 T.O.S. LEVEL 7 T.O.S. POOL DECK PARKING GARAGE EXTERIOR 25 40 04 03 R1.A6.100 ________________ 06 R1.A6.108 ________________ 10' - 6" 1' - 0" 5' - 0" R1.A6.206 02 LEVEL 6+ T.O.S. 3" 1' - 3" 2" RL 22 22 PR O P E R T Y L I N E 3' - 0" 22 22 12 *VARIES* PARKING RAMP 2' - 8" *VARIES* PARKING RAMP 5' - 0" 10' - 0" 10' - 0" LEVEL 6 T.O.S. 4' - 0" TILE RAIN SCREEN 3' - 0" 2' - 2" 49 50 ________________02 R1.A6.106 SIM. RESIDENTIAL STORAGE (SEE FLOOR PLAN)9' - 1 0 " 10 ' - 5 " 45 45 45 48 61 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:28:19 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.120 ENVELOPE WALL TYPES WT02 & SECTIONS - LEVEL 2-6 GARAGE FACADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE:1/2" = 1'-0" WT02A SECTION1SCALE: WT02 PERSPECTIVE4 SCALE:1/2" = 1'-0" WT02B SECTION2SCALE:1/2" = 1'-0" WT02C SECTION3 50 LEVELED PEDESTAL DECK PAVER SYSTEM. FOR WATERPROOFING BELOW PEDESTAL DECK PAVER SYSTEM, REFER TO TYPICAL DETAIL 1/WP3.01 54 STRUCTURAL EMBED WHERE OCCUR PER STRUCTURAL DRAWING. REFER TO DETAIL ON STRUCTURAL DRAWING. 55 PLASTER WALL WITH 6" METAL STUD @ 18" O.C. AND 1/2" THK. EXTERIOR SHATHING AND WATER PROOFING ON BOTH SIDES. 61 AIR AND VAPOR BARRIER SYSTEM ON DENSGLASS SHEATHING AND RIGID INSULATION. 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 25 GLASS GUARDRAIL WALL MOUNTED. 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 45 REINFORCED CMU WALL. PAINT CMU WALL WHERE OCCUR BEHIND THE GARAGE FLEX SCREEN. REFER STRUCTURAL DRAWING FOR REINFORCEMENT DETAIL. 48 METAL SHEET FLASHING 49 FOAM POLYURETHANE FOAM ROOFING WITH MIN. 2% SLOPE TOWARD ROOF DRAIN LOCATION. REFER TO WATER PROOFING DRAWING FOR DETAIL. 04 LOUVERS ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 16 HSS STEEL OUTRIGGER WITH HIGH PERFORMANCE PAINT. SEE STRUCTURAL DRAWING FOR HSS SIZE AND CONNECTION. 22 EXPOSED CONCRETE COLUMN 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 WT02D WT02E WT02D WT02F LEVEL 06+ OUTDOOR AMENITY DECK TL04 BR01 GL01 MT05 TL04 BR01 MT05 GL01 TL03 TL03 TL03 TL04 WT02F TL03 TL04 CP01 GL01 BR01 MT05 TL04 FS01 GL03 PT02 TL04 UM02 CP01 BR01 CP01 LEVEL 2 T.O.S. EXTERIOR 04 LEVEL 6+ T.O.S. PARKING GARAGE LEVEL 6+ F.F. OUTDOOR AMENITY DECK 4' - 0" CONNECT TO FACADE TYPE 'WT01' SEE DETAILS 06 R1.A6.108 ________________ 12 5' - 0" 2' - 8" 48 LEVEL 3-5 T.O.S. (TYP. STACK) 10' - 0" 10' - 0" 5' - 0" 1' - 0" LEVEL 6 T.O.S. 5' - 0" 5' - 0" 5' - 0" PARKING GARAGE RL PR O P E R T Y L I N E ________________02 R1.A4.110 3' - 0" 2' - 2" 49 50 40 6 1/2" 5' - 0" 45 45 03 R1.A6.100 ________________ 61 ________________02 R1.A6.106 15 LEVEL 2 T.O.S. EXTERIOR 04 LEVEL 6+ T.O.S. PARKING GARAGE LEVEL 6+ F.F. OUTDOOR AMENITY DECK 4' - 0" CONNECT TO FACADE TYPE 'WT01' SEE DETAILS 06 R1.A6.108 ________________ 12 5' - 0" 2' - 8" 48 LEVEL 3-5 T.O.S. (TYP. STACK) 10' - 0" 10' - 0" 5' - 0" 1' - 0" LEVEL 6 T.O.S. 5' - 0" 5' - 0" 5' - 0" PARKING GARAGE 23 23 RL PR O P E R T Y L I N E ________________02 R1.A4.110 2' - 2" 3' - 0" 49 50 15 16 16 15 R1.A6.208 01 TYP *VARIES. SEE ELEVATION* FLEX FACADE SCREEN *VARIES. SEE ELEVATION* FLEX FACADE SCREEN 54 54 54 5' - 0" 61 03 R1.A6.100 ________________ LEVEL 2 T.O.S. EXTERIOR LEVEL 6+ T.O.S. PARKING GARAGE LEVEL 6+ F.F. OUTDOOR AMENITY DECK 4' - 0" 40 40 ________________03 R1.A4.110 CONNECT TO FACADE TYPE 'WT01' SEE DETAILS 06 R1.A6.108 ________________ 12 5' - 0" LEVEL 3-5 T.O.S. (TYP. STACK) 10' - 0" 10' - 0" 5' - 0" 1' - 0" LEVEL 6 T.O.S. 5' - 0" 5' - 0" 5' - 0" PARKING GARAGE 40 40 RL PR O P E R T Y L I N E 3' - 0" 2' - 2" 49 50 5' - 0" 9' - 4 " 45 45 48 03 R1.A6.100 ________________ 61 ________________02 R1.A6.106 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:28:46 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.121 ENVELOPE WALL TYPES WT02 & SECTIONS - LEVEL 2-6 GARAGE FACADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 49 FOAM POLYURETHANE FOAM ROOFING WITH MIN. 2% SLOPE TOWARD ROOF DRAIN LOCATION. REFER TO WATER PROOFING DRAWING FOR DETAIL. 50 LEVELED PEDESTAL DECK PAVER SYSTEM. FOR WATERPROOFING BELOW PEDESTAL DECK PAVER SYSTEM, REFER TO TYPICAL DETAIL 1/WP3.01 54 STRUCTURAL EMBED WHERE OCCUR PER STRUCTURAL DRAWING. REFER TO DETAIL ON STRUCTURAL DRAWING. 61 AIR AND VAPOR BARRIER SYSTEM ON DENSGLASS SHEATHING AND RIGID INSULATION. 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 45 REINFORCED CMU WALL. PAINT CMU WALL WHERE OCCUR BEHIND THE GARAGE FLEX SCREEN. REFER STRUCTURAL DRAWING FOR REINFORCEMENT DETAIL. 48 METAL SHEET FLASHING 04 LOUVERS ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 16 HSS STEEL OUTRIGGER WITH HIGH PERFORMANCE PAINT. SEE STRUCTURAL DRAWING FOR HSS SIZE AND CONNECTION. A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE: WT02 SOUTH WEST PERSPECTIVE4 SCALE:1/2" = 1'-0" WT02D SECTION1SCALE:1/2" = 1'-0" WT02E SECTION2SCALE:1/2" = 1'-0" WT02F SECTION3 H 06/17/2024 Revision to Permit H 1/7/25 AL I G N WT02G TL04 FS01 C01 C01 TL03 BR01 FS01 MT05 GL01 MT05 TL03 WT02H FS01 UM02 TL04 3' - 6" RES. TOWER 40 LEVEL 2 EXTERIOR ________________02 R1.A4.111 12 R08 WEST LOBBY LEVEL 3-5 (TYP. STACK) LEVEL 6 T.O.S. LEVEL 7 T.O.S. 40 16' - 6" 10' - 0" TYP 10' - 0" 2' - 0" BALCONY 5' - 6" 40 15 16 15 23 23 23 06 PARKING PARKING 2' - 7" 7' - 6" ________________04 R1.A6.106 2' - 7" 15' - 10" PARKING 16' - 6" 8" F.O. TILE R1.A6.208 01 TYP 54 54 4' - 0" 61 8' - 0 " C L E A R 57 60 22 22 3' - 6" RES. TOWER 40 LEVEL 2 EXTERIOR 12 R08 2' - 7" LEVEL 3-5 (TYP. STACK) LEVEL 6 T.O.S. LEVEL 7 T.O.S. 16' - 6" 10' - 0" TYP 10' - 0" 2' - 0" BALCONY 5' - 6" 40 PARKING PARKING PARKING 40 2' - 7" 7' - 6" ________________04 R1.A6.106 45 45 45 SCALE: WT02 EAST SIDE PERSPECTIVE3 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:29:20 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.122 ENVELOPE WALL TYPES WT02 & SECTIONS - LEVEL 2-6 GARAGE FACADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. 06 GROUND LEVEL RESIDENTIAL LOBBY CANOPY ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 16 HSS STEEL OUTRIGGER WITH HIGH PERFORMANCE PAINT. SEE STRUCTURAL DRAWING FOR HSS SIZE AND CONNECTION. 22 EXPOSED CONCRETE COLUMN 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 45 REINFORCED CMU WALL. PAINT CMU WALL WHERE OCCUR BEHIND THE GARAGE FLEX SCREEN. REFER STRUCTURAL DRAWING FOR REINFORCEMENT DETAIL. 54 STRUCTURAL EMBED WHERE OCCUR PER STRUCTURAL DRAWING. REFER TO DETAIL ON STRUCTURAL DRAWING. 57 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND CEMENT PLASTER SYSTEM. 60 METAL STUD FRAMED CEMENT PLASTER SOFFIT WITH 1/2" DENSGLASS SHEATHING AND AIR VAPOR BARRIER BEHIND. 61 AIR AND VAPOR BARRIER SYSTEM ON DENSGLASS SHEATHING AND RIGID INSULATION. SCALE:1/2" = 1'-0" WT02G (EAST FACADE PARKING SCREEN)1SCALE:1/2" = 1'-0" WT02H SECTION2 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 ALIGN GL03 C01 C01 C01 C01 C01 CP01 CP01 GL02 TL03 GL03 11' - 4" 8" TYP 2' - 9" TYP 9" 23 LEVEL 7 T.O.S. LEVEL 3 T.O.S. PARKING EXTERIOR 3' - 6" RES. TOWER BALCONY SLOPE SLAB 12' - 0" T.O. GRADE PER CIVIL LEVEL 1 T.O.S. 1' - 0" 46 CL EXTERIOR ________________05 R1.A6.215 47 RF PARKING 2' - 2 1/8" BALCONY 5' - 6" 16' - 0" LEVEL 2 T.O.S. 22 TILE RAINSCREEN SOFFIT 3' - 10" 47 SIM 01 R1.A6.100 ________________ 23 LEVEL 4-6 T.O.S. PARKING SLOPE SLAB R1.A6.208 01 TYP 48 01 R1.A6.100 ________________ 59 43 22 40 60 22 57 SEE RCP SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:29:58 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.130 ENVELOPE WALL TYPES WT03 & SECTIONS - LEVEL 2-6 GARAGE FACADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 22 EXPOSED CONCRETE COLUMN 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 43 PARKING GARAGE ROLL-UP SECURITY GRILLES DOOR. 46 SIGNAGE 47 CEMENT PLASTER OVER LIGHT GAUGE METAL STUD FRAMED SOFFIT. 48 METAL SHEET FLASHING 57 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND CEMENT PLASTER SYSTEM. 59 HSS STEEL HEADER PER STRUCTURAL. 60 METAL STUD FRAMED CEMENT PLASTER SOFFIT WITH 1/2" DENSGLASS SHEATHING AND AIR VAPOR BARRIER BEHIND. A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE: WT03. PERSPECTIVE2 SCALE:1/2" = 1'-0" WT03A SECTION1 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 TL04 FS01 TL04 C01 CP01 GL03 C01 GL02 GL03 GL03 GL02 10' - 4" 8" 9' - 4" 4' - 0" 23 LEVEL 7 T.O.S. LEVEL 3-5 T.O.S. PARKING EXTERIOR 3' - 6" RES. TOWER (STACK TYPICAL) 12'-0". T.O. GRADE PER CIVIL LEVEL 1 T.O.S. 43 1' - 0" 46CL EXTERIOR ________________05 R1.A6.215 47 RF PARKING 1' - 11" BALCONY 5' - 6" LEVEL 2 T.O.S. 16' - 0" 5' - 0" 5' - 0" 5' - 0" 10' - 0" PARKING TILE RAINSCREEN 4' - 0" LEVEL 6+ T.O.S. AMENITY 40 15 16 15 23 ________________02 R1.A6.106 SIM LEVEL 6 T.O.S. 21' - 0" R1.A6.208 01 TYP 16 15 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:30:28 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.131 ENVELOPE WALL TYPES WT03 & SECTIONS - LEVEL 2-6 GARAGE FACADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 16 HSS STEEL OUTRIGGER WITH HIGH PERFORMANCE PAINT. SEE STRUCTURAL DRAWING FOR HSS SIZE AND CONNECTION. 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 16 HSS STEEL OUTRIGGER WITH HIGH PERFORMANCE PAINT. SEE STRUCTURAL DRAWING FOR HSS SIZE AND CONNECTION. 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE: WT03 PERSPECTIVE2 SCALE:1/2" = 1'-0" WT03B SECTION1 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 -1 T.O.S. DRIP GROOVE BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL 04 SLOPE 1/8" / ft. ________________07 R1.A6.108 ________________05 R1.A6.206 LEVEL 7 T.O.S. PER STRUCT. MIN. 1' - 0" 10' - 10" PER STRUCT. 10' - 10" PER STRUCT. LEVEL 6+ T.O.S. LEVEL 8 T.O.S. SLOPE 1/8" / ft. TYP OUTDOOR AMENITY DECK RES. UNIT INDOOR AMENITY RES. UNIT COVERED BALCONY COVERED BALCONY 11' - 6" 11' - 6" SIM. 50 49 03 R1.A6.205 06 04 20 20 ________________01 R1.A6.108 ________________01 R1.A6.108 ________________07 R1.A6.108 9' - 0 1 / 2 " 1' - 9 1 / 4 " 9' - 0 3 / 4 " 1' - 9 1 / 4 " WT04A WT04A WT05 SEE SHEET R1.A4.105 GL02 GL03 C01 GL02 C01 GL03 C01 GL03 PT02 PT02 GL03 PT02 PT02 GL03 R15R16 2' - 6" 3' - 4 1/2" 3' - 4 1/2" 3' - 4 1/2" 3' - 4 1/2"3' - 4 1/2" 3' - 4 1/2" 3' - 4 1/2" 2' - 8 1/2" 3' - 4 1/2" 3' - 4 1/2" 3' - 4 1/2" 3' - 4 1/2" 3' - 4 1/2" 3' - 4 1/2" 3' - 4 1/2"2' - 9 7/8"3' - 0" 6' - 0 " G5.1 G5.1 ________________5 R1.A6.102 ________________10 R1.A6.103 ________________09 R1.A6.103 ________________06 R1.A6.102 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:31:01 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.140 ENVELOPE WALL TYPE WT04 & SECTIONS - LEVEL 7 AMENITY FACADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 49 FOAM POLYURETHANE FOAM ROOFING WITH MIN. 2% SLOPE TOWARD ROOF DRAIN LOCATION. REFER TO WATER PROOFING DRAWING FOR DETAIL. 50 LEVELED PEDESTAL DECK PAVER SYSTEM. FOR WATERPROOFING BELOW PEDESTAL DECK PAVER SYSTEM, REFER TO TYPICAL DETAIL 1/WP3.01 A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE:1/2" = 1'-0" WT04A SECTION1SCALE: WT04 PERSPECTIVE2 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H SCALE:1/2" = 1'-0" ENLARGED PLAN WT04A3 1/7/25 C01 GL03 PT02 C01 PT02 GL03 TL04 FS01 PT02 FS01 GL02 C01 -1 T.O.S. 04 ________________07 R1.A6.108 LEVEL 7 T.O.S. PER STRUCT. MIN. 1' - 0" 10' - 10" PER STRUCT. 10' - 10" PER STRUCT. LEVEL 6+ T.O.S. LEVEL 8 T.O.S. SLOPE 1/8" / ft. R16 2' - 0" OUTDOOR AMENITY DECK RES. UNIT INDOOR AMENITY RES. UNIT COVERED BALCONY 11' - 6" 11' - 6" R17 6' - 10" 23 EXTERIOR PARKING GARAGE 3" 1' - 3" 15 40 4' - 3" 5' - 0" LEVEL 6+ T.O.S. 4' - 0" 8" 16 22 50 49 ________________07 R1.A6.108 SIM. 20 ________________01 R1.A6.108 R1.A6.208 01 TYP 5' - 0" 57 21 20 R1.A6.206 02 SIM 25 1' - 0" 21' - 8" 8" LOUVER 1' - 9 1/4" 9' - 0 3/4" 8" 9' - 0 1 / 2 " LOUVER 1' - 9 1 / 4 " 04 8" R16 G3.8 G3.8 3' - 2 1 / 4 " 3' - 2 1 / 4 " 3' - 2 1 / 4 " 3' - 2 1 / 4 " 3' - 2 1 / 4 " 3' - 2 1 / 4 " PR O P E R T Y L I N E 02 R1.A6.206 __________________ 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " ________________5 R1.A6.102 ________________06 R1.A6.102 16' - 4 1/4" 2' - 0" 1' - 8 3/4" 14' - 7 1/2" SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:31:36 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.141 ENVELOPE WALL TYPE WT04 & SECTIONS - LEVEL 6 AMENITY FACADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE: WT04C PERSPECTIVE3 SCALE:3/8" = 1'-0" WT04C SECTION2 25 GLASS GUARDRAIL WALL MOUNTED. 40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR CLADDING SYSTEM. 49 FOAM POLYURETHANE FOAM ROOFING WITH MIN. 2% SLOPE TOWARD ROOF DRAIN LOCATION. REFER TO WATER PROOFING DRAWING FOR DETAIL. 50 LEVELED PEDESTAL DECK PAVER SYSTEM. FOR WATERPROOFING BELOW PEDESTAL DECK PAVER SYSTEM, REFER TO TYPICAL DETAIL 1/WP3.01 57 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE INSULATION MECHANICALLY FASTEN TO THE UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE 1/2" SAG-RESIS. SHEATHING AND CEMENT PLASTER SYSTEM. 04 LOUVERS ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 16 HSS STEEL OUTRIGGER WITH HIGH PERFORMANCE PAINT. SEE STRUCTURAL DRAWING FOR HSS SIZE AND CONNECTION. 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 21 EXTERIOR WOOD CEILING ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL H SCALE:1/2" = 1'-0" ENLARGED PLAN WT04C1 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 GL02 TYP. GL03 TYP. C01 TYP. PT02 TYP. LEVEL 8 INTERIOR EXTERIOR SLOPE 1/8" / ft. ________________02 R1.A6.102 TYP 3' - 6" LEVEL 9-13 SLOPE 1/8" / ft. ________________07 R1.A6.108 ________________01 R1.A6.108 LOUVER 1' - 9 1/4" 8' - 0" 10' - 6" ________________05 R1.A6.206 INTERIOR EXTERIOR LEVEL 14 SLOPE 1/8" / ft. (TYPICAL RES. STACK) 04 TYP. 03 TYP. TYP. R1.A6.205 06 R11' ________________5 R1.A6.102 ________________5 R1.A6.102 ________________06 R1.A6.102 R1.A4.150 01 03 ST_1 R08F10B ________________09 R1.A6.103 ________________10 R1.A6.103 8" TYP. MULLION SPACING 3' - 4 1/2"CLCL ALIGN CENTERLINE OF GUARDRAIL POST WITH CENTERLINE OF STOREFRONT MULLION, TYP. CL LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" R11' 01 R1.A6.108 ________________10 R1.A6.103 ________________ 03 R1.A4.150 ________________ LEVEL 04b 84' - 0" LEVEL 04b 84' - 0" 02 R1.A6.102 ________________03 R1.A6.102 ________________ 8" TYP. MULLION SPACING 3' - 4 1/2" SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:32:18 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.150 ENVELOPE WALL TYPE WT05 & SECTIONS - TYP. RESIDENTIAL FACADE (L8-L14 ) 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE: WT05 PERSPECTIVE04 SCALE:1/2" = 1'-0" WT05 SECTION03 SCALE:1/2" = 1'-0" ENLARGED PLAN - WT05 LEVEL 08-1402 SCALE:1/2" = 1'-0" WT05 DETAIL ELEVATION01 07/16/2021 25% Construction Documents 08/06/2021 50% Construction Documents 08/27/2021 75% Construction Documents 09/08/2021 Issue For Planning 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 PT02 GL03 GL02 PT02 GL04 C01 LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" R09 R08 10' - 6" 03 R1.A4.160 ________________ GL03 PT02 03 R1.A6.102 ________________ 14 R1.A6.102 ________________10 R1.A6.103 ________________09 R1.A6.103 ________________ 9' - 0"8' - 0" 1' - 7 3/4" 8' - 2 1/4" 03 03 04 LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" R08 R1.A6.205 06 INTERIOR EXTERIOR BALCONY DECK TO SLOPE 1/8" / ft. ________________02 R1.A6.102 ________________07 R1.A6.108 ________________01 R1.A6.108 04 03 ________________05 R1.A6.206 R1.A6.205 04 62 ________________8 WP3.01 03 8' - 0" F.F. RH R08 03 R1.A4.160 ________________ ________________06 R1.A6.102 TYP. MULLION SPACING 3' - 2 1/4" 7 1/8" CL CL ALIGN CENTERLINE OF GUARDRAIL POST WITH CENTERLINE OF STOREFRONT MULLION, TYP. CL R1.A4.16002 03 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/2" = 1'-0" 9/23/2024 11:32:54 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.160 ENVELOPE WALL TYPE WT06 & SECTIONS - L14 WEST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 62 PEDESTAL DECK PAVER SYSTEM, REFER TO LANDSCAPE DRAWINGS. A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. SCALE: WT06 PERSPECTIVE01 SCALE:1/2" = 1'-0" WT06 DETAIL ELEVATION02 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H SCALE:1/2" = 1'-0" WT06 SECTION DETAIL03SCALE:1/2" = 1'-0" ENLARGED PLAN - WT064 1/7/25 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" RJ 12' - 6" ________________02 R1.A6.102 ________________05 R1.A6.206 ________________07 R1.A6.102 ________________09 R1.A6.204 4' - 0" VARIES 1' - 0" 2' - 4 1/2" 8' - 1 1/8" 1' - 6 5/8" 10' - 5 5/8" 12' - 0 1/4" 01 03 04 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" R13 03 R1.A4.170 ________________ 02 R1.A6.102 ________________ 07 R1.A6.108 ________________ 06 R1.A6.102 ________________ 03 R1.A6.102 ________________ 07 R1.A6.102 ________________08 R1.A6.103 ________________ 10 R1.A6.103 ________________ 09 R1.A6.103 ________________ TYP. MULLION SPACING 3' - 4 1/2"9"CLCL 01 R1.A6.108 ________________ 01 04 GL03 PT02 GL03 C01 R13 RJ R1.A4.170 02 03 R1.A4.170 ________________ TYP. MULLION SPACING 3' - 4 1/2" ALIGN CENTERLINE OF GUARDRAIL POST WITH CENTERLINE OF STOREFRONT MULLION, TYP. CL SCALE:1/2" = 1'-0" WT07 SECTION03SCALE:1/2" = 1'-0" WT07 DETAIL ELEVATION - PENTHOUSE FACADE02SCALE: WT07 PERSPECTIVE - PENTHOUSE FACADE01 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:33:25 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.170 ENVELOPE WALL TYPE WT07 & SECTIONS - PENTHOUSE FACADE (L15) 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H SCALE:1/4" = 1'-0" ENLARGED PLAN - WT07 LEVEL 1504 1/7/25 GL03 GL04 C01 GL01 GL01 GL04 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" R10 TOP ROOF WEST 183' - 6" EAST CORR. R15F09E ELEVATOR 03 R38 ________________09 R1.A6.204 1' - 2" 4' - 0" 1' - 0"6' - 2" 9' - 3" 2' - 3" 01 03 62________________8 WP3.01 63 64 65 TYP. GUARDRAIL SPACING 3' - 4 1/2" 8' - 0" 1' - 0" 8" 12' - 6" 66 R09R10 RJ R08 ALIGN CENTERLINE OF GUARDRAIL POST WITH CENTERLINE OF STOREFRONT MULLION, TYP. TYP. MULLION SPACING 3' - 2 1/4" TYP. SPACING 3' - 2 1/4" CL CLEAST CORR. R15F09E ELEVATOR LOBBY R15H10 62 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:33:53 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A4.180 ENVELOPE WALL TYPE WT08 & SECTIONS - ROOF DECK AMENITY SPACE (LEVEL 15 ) 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE: WT08 PERSPECTIVE - ROOF DECK AMENITY SPACE01 SCALE:1/2" = 1'-0" WT08 SECTION DETAIL02 A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE ENVELOPE WALL TYPE DETAIL ELEVATIONS AND WALL SECTIONS. 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 62 PEDESTAL DECK PAVER SYSTEM, REFER TO LANDSCAPE DRAWINGS. 63 1/8" THK. FORMED ALUMINUM O/ TAPERED HSS PER STRUCTURAL. 64 3/4" THK. LAMINATED GLASS O/ STRUCTURAL SEALANT ON CONT. ALUMINUM CHANNEL ATTACHED TO HSS 65 INTERNALLY SLOPED ALUMINUM GUTTER W/ LEADERS 66 GRAY CONCRETE SMOOTHING AND PATCHING COMPOUND W/ NO JOINTS FOR "SACK AND PATCH" APPEARANCE. PROVIDE "WUNDERFIXX" PRODUCT, OR APPROVED EQUAL. H 06/17/2024 Revision to Permit H SCALE:1/4" = 1'-0" ENLARGED PLAN - WT08 LEVEL 1503 66 1/7/25 R14R15 RH RJ 01 R1.A5.107 ________________ 1: 1 2 M A X SL O P E D N 5' - 0 " 4 ' - 6 " 21 ' - 8 " 7' - 4 3/4" 8' - 10"9' - 1 1/8" MI N 4' - 0 " A2 . 4 A2 . 4 J4A2 B3A2 B3 A 2 J4 A 2 B3A2 B3A2D2A D2 A 1' - 0 " 6' - 0 " 1' - 0 " 4' - 8 " 21 ' - 8 " 4' - 0"4' - 0" D2A D2A D2A 1' - 8" UP DN ________________03 R1.A6.200 ________________02 R1.A6.200 4' - 0 " 5' - 8 " 4' - 0 " 4' - 2 " 1' - 1 1 " 1' - 0 " TRASH ROOM R01H14 STAIR 01 ELEVATOR 01 ELEVATOR 02 VEST 8T @ 1 1 " 7' - 4 " LA N D I N G 4' - 1 1 " 1' - 1 1 " 1' - 0 " 8T @ 1 1 " 7' - 4 " LA N D I N G 5' - 1 0 " 63 1 R1.A5.104 ________________ 2' - 7 5 / 1 6 " A2 . 4 FF = +0'-0" FF = -0'-6" 05 R1.A6.201 ________________ 94 I 94 I 96 I 5' - 0 " 07 R1.A6.200 ________________ J 04 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J R14R15 RH RJ 01 R1.A5.107 ________________ 192 SF FSAE LOBBY RB1H14 VESTIBULE RB1H13 STAIR 01 ELEVATOR 01 ELEVATOR 01 7' - 0 " 17 ' - 2 " 3' - 0 " 12 " M I N 12 " M I N B3 A 2 B3A2 J4 A 2 J4A2 B3A2 B3 A 2 B3 A 2 B3A2 4' - 0 " 5' - 8 " 4' - 0 " 8" 3' - 0" 3' - 0 " 5' - 0 " 9' - 5 3 / 4 " 21 ' - 8 " 7' - 4 3/4" 8' - 10" 5' - 0" 4' - 6 " A2.3 A2.3 A2 . 3 A2 . 3 4' - 0"4' - 0" 9' - 1 1/8" LA N D I N G 4' - 0 " 9T @ 1 1 " 8' - 3 " ________________03 R1.A6.200 ________________01 R1.A6.200 UP1' - 1 1 " 1' - 1 1 " 20 ' - 2 " 11 ' - 6 " 6" 1' - 1" 6" 1 ' - 4 " R 1' - 4" 30 30 HALLWAY 8T @ 1 1 " 7' - 4 " LA N D I N G 5' - 1 0 " 1' - 0 " 63 1 R1.A5.104 ________________ 69 ________________07 R1.A6.200 94 I 94 I 95 I CLEAR 8' - 4"I I 96 I 07 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J R14R15 RH RJ 01 R1.A5.107 ________________ STAIR 01 ELEVATOR 01 ELEVATOR 02 STORAGE R02G15 VESTIBULE R02H15 156 SF FSAE LOBBY R02H14 A2.1 A2.3 A2.3 B1 . 7 A2 . 3 J4A2 J4 A 2 B3 A 2 B3A2 B3 A 2 D3A J4 A 2 J4 A 2 J4A2 10' - 0 1/4" 5' - 9" 12 ' - 9 " 18 ' - 1 1 " 5' - 0" 3' - 2 1 / 2 " 4 ' - 2 1 / 8 " 5' - 9 3/4" 3' - 2 3/8"5' - 8 1 / 2 " 3' - 3 " 21 ' - 8 " 7' - 4 3/4" 8' - 10" 4' - 0" 9' - 1 1/8" 4' - 0"4' - 0" ________________03 R1.A6.200 ________________02 R1.A6.200 1' - 0 " 1' - 1 1 " UP DN 1' - 5 " 6" 6" 1' - 7" 1' - 6 " 6 " R 1' - 4" 3' - 0 " 30 4' - 0 " 5' - 8 " 4' - 0 " 8" 8T @ 1 1 " 7' - 4 " LA N D I N G 5' - 1 0 " 1' - 0 " 9T @ 1 1 " 8' - 3 " LA N D I N G 4' - 0 " 1' - 1 1 " R1.A5.1093 63 1 R1.A5.104 ________________ 94 I 94 I CLEAR 8' - 4" I I 96 I07 R1.A6.200 ________________ J 04 R1.A6.200 ________________J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J R14R15 RH RJ 01 R1.A5.107 ________________ A2.1 A2.3 B1 . 7 A2 . 3 A2.2 J4A2 J4 A 2 J4A2 J4 A 2 B3 A 2 B3A2 B3 A 2 D3A J4A2 J4 A 2 ELEVATOR 01 ELEVATOR 02 STAIR 01 STORAGE R03G15 VESTIBULE R03H15 166 SF FSAE LOBBY R03H14 7' - 4 3/4" 8' - 10" 4' - 0"4' - 0"4' - 0" 9' - 1 1/8" 12 ' - 9 " 18 ' - 1 1 " 4' - 0 " 5 ' - 0 " 10' - 0 1/4" 5' - 9" 5' - 0" 3' - 2 " 4 ' - 2 1 / 8 " 5' - 8 1 / 2 " 3' - 3 " 21 ' - 8 " 5' - 9 3/4" 3' - 2 3/8" 2' - 1 1 " 6"1 ' - 3 1 / 2 " 6" 1' - 7" 6" 1' - 4 " UP DN ________________03 R1.A6.200 ________________02 R1.A6.200 1' - 1 1 " 1' - 0 " 30 3' - 0 " 4' - 0 " 5' - 8 " 4' - 0 " 8" 1' - 0 " 8T @ 1 1 " 7' - 4 " LA N D I N G 5' - 1 0 " 9T @ 1 1 " 8' - 3 " LA N D I N G 4' - 0 " 1' - 1 1 " R1.A5.1093 63 1 R1.A5.104 ________________ 94 I 94 I CLEAR 8' - 4" I I 96 I 07 R1.A6.200 ________________ J 04 R1.A6.200 ________________J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J R14R15 RH RJ 01 R1.A5.107 ________________ 166 SF FSAE LOBBY R04H14 VESTIBULE R04H15 STORAGE R04G15 STAIR 01 ELEVATOR 01 ELEVATOR 02 UP DN 1' - 0 " 1' - 1 1 " A2.1 A2.3 A2.3 B1 . 7 A2 . 3 J4A2 J4 A 2 B3 A 2 B3A2 B3 A 2 J4A2D3A J4 A 2 10' - 0 1/4" 5' - 9" 5' - 0" 6" 1' - 4 " 5' - 8 1 / 2 " 3' - 3 " 5' - 9 3/4" 3' - 2 3/8" 3' - 2 1 / 2 " 4 ' - 2 1 / 8 " 21 ' - 8 " 7' - 4 3/4" 8' - 10" 4' - 0" 2' - 1 1 " 4' - 0"4' - 0" 9' - 1 1/8" ________________03 R1.A6.200 ________________02 R1.A6.200 J4 A 2 J4A2 18 ' - 1 1 " 12 ' - 9 " R 1' - 4" 6" 1 ' - 4 " 6" 1' - 7" 6" 1' - 4 " 3' - 0 " 30 4' - 0 " 5' - 8 " 4' - 0 " 8" 8T @ 1 1 " 7' - 4 " LA N D I N G 5' - 1 0 " 1' - 0 " 9T @ 1 1 " 8' - 3 " LA N D I N G 4' - 0 " 1' - 1 1 " 63 1 R1.A5.104 ________________ 94 I 94 I CLEAR 8' - 4" I I 96 I 07 R1.A6.200 ________________ J 04 R1.A6.200 ________________J 06 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J R14R15 RH RJ 01 R1.A5.107 ________________ 166 SF FSAE LOBBY R06H14 VESTIBULE R06H15 TRASH ROOM R06G15 STAIR 01 ELEVATOR 01 ELEVATOR 02 J4A2 J4 A 2 B3 A 2 B3A2 B3 A 2 J4 A 2 J4A2 J4 A 2 D3A 5' - 9 3/4" 3' - 2 3/8"5' - 8 1 / 2 " 3' - 3 " 21 ' - 8 " 10' - 0 1/4" 5' - 9" 4' - 5 3/4" 3' - 2 " 4 ' - 2 1 / 8 " 18 ' - 1 1 " 12 ' - 9 " 7' - 4 3/4" 8' - 10" 2' - 1 1 " 4' - 0"4' - 0"4' - 0" 9' - 1 1/8" ________________03 R1.A6.200 ________________02 R1.A6.200 1' - 1 1 " 1' - 1 1 " A2.3 A2.3A2.3 A2 . 3 B1 . 8 4' - 0 " 5' - 8 " 4' - 0 " 8" UP DN 10 T @ 1 1 " 9' - 2 " 1' - 0 " LA N D I N G 4' - 0 " 8T @ 1 1 " 7' - 4 " LA N D I N G 5' - 1 0 " 1' - 0 " 63 1 R1.A5.104 ________________ 94 I 94 I CLEAR 8' - 4" I I 96 I 07 R1.A6.200 ________________ J 04 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J A. REFER TO SHEET R1.G0.011 & R1.G0.012 FOR GENERAL NOTES AND SHEET G0.020 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS. B. REFER TO STRUCTURAL, MEP, VERTICAL TRANSPORTATION, LOW VOLTAGE, FOR ADDITIONAL INFORMATION. C. REFER TO SHEET R1.A6.200 & R1.A6.201 FOR TYPICAL STAIR DETAILS, SHEET R1.A0.050 - R1.A0.052 FOR TYPICAL WALL PARTITION TYPES, AND SHEET R1.A0.031 - R1.A0.033 FOR DOOR TYPES, SCHEDULE & TYPICAL DOOR DETAILS. SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 11/19/2024 2:10:22 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.100 ENLARGED PLANS - WEST CORE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE GROUND LEVEL02 SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE LEVEL B101SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE LEVEL 0203 SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE LEVEL 0304 SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE LEVEL 04 & 0505 SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE LEVEL 0606 30 TRUNCATED DOMES PADS 63 WARNING CONTRAST STRIP @ TOP & BOTTOM TREAD ONLY. 69 PIT ACCESS LADDER. 94 ELEVATORS PROVIDED FOR PASSENGERS SHALL COMPLY WITH CBC 11B-407. REFER TO ELEVATOR ACCESSIBILITY NOTES AND DETAILS ON SHEET R1.G0.035. 95 PROVIDE 27" HIGH CANE DETECTION GUARDRAIL BARRIER BELOW THE STAIR. REFER ACCESSIBILITY STAIR NOTE M-14 AND DETAIL 2 ON SHEET R1.G0.034. 96 CLASS I STANDPIPE HOSE CONNECTION IN ACCORDANCE WITH SECTION 905, 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H I 1/7/25 R14R15 RH RJ 01 R1.A5.107 ________________ ELEVATOR 01 ELEVATOR 02 TRASH ROOM R07G15 166 SF FSAE LOBBY R07H14 VESTIBULE R07H15 STAIR 01 D3A J4A2 J4 A 2 B3A2 J4 A 2 J4 A 2 J4A2 B3 A 2 B3 A 2 18 ' - 1 1 " 12 ' - 9 " 7' - 4 3/4" 8' - 10" 5' - 9 3/4" 3' - 2 1/4" 4' - 2 1 / 8 " 3' - 2 1 / 2 " 2' - 1 1 " 4' - 0" 10' - 0 1/4" 5' - 9" 1' - 1 1 " 1' - 1 1 " UP DN 4' - 0"4' - 0" ________________03 R1.A6.200 ________________02 R1.A6.200 LA N D I N G 4' - 0 " 4' - 5 3/4" 3' - 3 " 5' - 8 1 / 2 " J4A2 A2.3A2.1 A2.3 A2 . 3 B1 . 7 10 T @ 1 1 " 9' - 2 " 1' - 0 " 21 ' - 8 " MIN 1' - 0" 4' - 0" 5' - 8" 4' - 0" 8" 9' - 1 1/8" 8T@11" 7' - 4" LANDING 5' - 10" 1' - 0" 63 1 R1.A5.104 ________________ I I94 94 CLEAR 8' - 4" I I 96 I 07 R1.A6.200 ________________ J 04 R1.A6.200 ________________J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J R14R15 RH RJ 01 R1.A5.107 ________________ ELEVATOR 01 ELEVATOR 02 STAIR 01 166 SF FSAE LOBBY R08H14 TRASH ROOM R08G15 VESTIBULE R08H154' - 2 1/8" 3' - 2 1/2"J4A2 J4 A 2 J4A2 B3 A 2 B3A2 J4 A 2 J4A2D3A J4 A 2 2' - 11" 4' - 0" 5' - 9 3/4" 3' - 2 1/4" 3' - 3" B3 A 2 10' - 0 1/4" 5' - 9" 4' - 5 3/4" 18' - 11" 12' - 9" 9' - 1 1/8" 5' - 8 1/2" A2.3 A2.3 A2.3 A2 . 3 B1 . 7 UP DN 1' - 11" 4' - 0"4' - 0" ________________03 R1.A6.200 ________________02 R1.A6.2004' - 0" 5' - 8" 4' - 0" 8" 8T@11" 7' - 4" LANDING 5' - 10" 1' - 0" 1' - 0" LANDING 4' - 0" 9T@11" 8' - 3" 1' - 11" 63 1 R1.A5.104 ________________ I I94 94 CLEAR 8' - 4" I I 96 I 07 R1.A6.200 ________________ J 04 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J R14R15 RH RJ 01 R1.A5.107 ________________ B3 A 2 J4A2 J4 A 2 J4A2 J4 A 2 B3 A 2 B3A2 J4 A 2 ELEVATOR OVERRIDE 166 SF FSAE LOBBY R15H14 VESTIBULE R15H15 TRASH ROOM R15F16 7' - 4 3/4" 8' - 10" 3' - 1" 4' - 0" 5' - 9 3/4" 3' - 2 1/4" 4' - 2 1/8" 3' - 2 1/2" D3A 21' - 8" 3' - 3" 10' - 0 1/4" 5' - 9" 9' - 1 1/8" 18' - 11" 12' - 9" 4' - 0"4' - 0" 5' - 8 1/2" D2A D2A4' - 5 3/4" A2.1 A2.3 A2.3 B1 . 7 UP DN ________________03 R1.A6.200 ________________01 R1.A6.200 J4A2 A2 . 3 4' - 0" 5' - 8" 4' - 0" 8" 1' - 11" 1' - 11" 8T@11" 7' - 4" LANDING 4' - 11" 1' - 0" LANDING 4' - 11" 13T@11" 11' - 11" 63 1 R1.A5.104 ________________ CLEAR 8' - 4" I I 96 I 07 R1.A6.200 ________________ J R14R15 RH RJ 01 R1.A5.107 ________________ VESIBULE R16H15 ELEVATOR EQUIPMENT ROOM R16H14 A2.2 A2 . 2 A2 . 2 21' - 8" 3' - 3" 5' - 8 1/2" 5' - 9 3/4" 3' - 2 1/4" B3 A 2 J4A2 J4A2 J4 A 2 J4 A 2 J4A2 B3A2 B3 A 2 B3A2 7' - 4 3/4" 8' - 10" 4' - 0" 2' - 11" DN 1' - 11" 1' - 0" 4' - 0"4' - 0" 13T@11" 11' - 11" J4 A 2 8' - 8" 23' - 0" ________________03 R1.A6.200 ________________02 R1.A6.200 ELEVATOR OVERRUN 05 R1.A6.204 ________________ MEP SPACE R16G16 9' - 1 1/8" LANDING 4' - 11" STAIR 01 1' - 0" 8T@11" 7' - 4" LANDING 4' - 11" 2T@11" 1' - 10" 4' - 0" 3' - 4" UP 63 1 R1.A5.104 ________________ 96 I 04 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J A. REFER TO SHEET R1.G0.011 & R1.G0.012 FOR GENERAL NOTES AND SHEET G0.020 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS. B. REFER TO STRUCTURAL, MEP, VERTICAL TRANSPORTATION, LOW VOLTAGE, FOR ADDITIONAL INFORMATION. C. REFER TO SHEET R1.A6.200 & R1.A6.201 FOR TYPICAL STAIR DETAILS, SHEET R1.A0.050 - R1.A0.052 FOR TYPICAL WALL PARTITION TYPES, AND SHEET R1.A0.031 - R1.A0.033 FOR DOOR TYPES, SCHEDULE & TYPICAL DOOR DETAILS. SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 11/19/2024 2:25:02 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.101 ENLARGED PLANS - WEST CORE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE LEVEL 0701 SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE LEVEL 08-1402 SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE LEVEL 1503 SCALE:1/4" = 1'-0" ENLARGED PLAN - WEST CORE ROOF LEVEL04 63 WARNING CONTRAST STRIP @ TOP & BOTTOM TREAD ONLY. 94 ELEVATORS PROVIDED FOR PASSENGERS SHALL COMPLY WITH CBC 11B-407. REFER TO ELEVATOR ACCESSIBILITY NOTES AND DETAILS ON SHEET R1.G0.035. 96 CLASS I STANDPIPE HOSE CONNECTION IN ACCORDANCE WITH SECTION 905, 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H I 1/7/25 R10 RH RJ 01 R1.A5.108 ________________ R11' 30 30 3' - 0 " 4' - 1 " 3' - 6 " 3' - 0 " 8' - 6 3/8" 7' - 8 1/2" 5' - 0" 6" 1' - 4 " 1' - 7" 6" 9' - 3 1 / 2 " 24 ' - 8 " 7' - 0 " A2 . 2 A2.2 A2 . 3 A2.3 17 VESTIBULE RB1H11 ELEVATOR LOBBY RB1H10 MEP ROOM RB1J10 VESTIBULE RB1H09 ELEVATOR 03 STAIR 02 6' - 0 " 4' - 0"4' - 0" 9' - 1"5' - 0" 9' - 6" ________________03 R1.A6.200 ________________01 R1.A6.200 UP 1' - 1 1 " 6" 1 ' - 5 " B3A2 B3 A 2 B3 A 2 B3 A 2 B3A2 J4A2 J4 A 2 12 T @ 1 1 " 11 ' - 0 " LA N D I N G 5' - 1 0 " 1' - 0 " TYP. 9T @ 1 1 " 8' - 3 " LA N D I N G 4' - 0 " 1' - 1 1 " R1.A5.109 4 63 1 R1.A5.106 ________________ 69 94 I 95 I 96 I 04 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J R10 RH RJ 01 R1.A5.108 ________________ R11' STAIR 02 ELEVATOR 03 ELEVATOR LOBBY R01H10 MEP ROOM R01H09 VESTIBULE R01G11 D2A B3 A 2 J4 A 2 J4A2 B3A2 B3 A 2 B3A2 A2.3 A2 . 3 A2 . 1 D2 A D2 A D2 A D2A D2A D2 A 11 ' - 4 " 6' - 0 " 4' - 0"4' - 0" ________________03 R1.A6.200 ________________02 R1.A6.200 DN 8' - 0 1/8" 3' - 6 " 4 ' - 1 " D2A D2A 13 ' - 6 " 6T @ 1 1 " 5' - 6 " LA N D I N G 4' - 1 1 " 1' - 1 1 " 1' - 0 " 6T @ 1 1 " 5' - 6 " LA N D I N G 5' - 1 0 " 1' - 0 " 9' - 1" 5' - 1 0 " UP 9' - 3 1 / 2 " 7' - 8 1/2" 8' - 3 " TYP. 1' - 1 1 " 63 1 R1.A5.106 ________________ 17 94 I 96 I 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J 07 R1.A6.200 ________________ J R10 RH RJ 01 R1.A5.108 ________________ R11' 3' - 6 " 4 ' - 1 " 17 7' - 8 1/2"8' - 0 1/8" 9' - 3 1 / 2 " 6' - 0 " 1' - 7" 6" 6" 1 ' - 5 " 20 ' - 1 0 " 10 ' - 1 0 " 4' - 0 " 3' - 0" 4' - 0"4' - 0" 9' - 1"5' - 0" 9' - 6" 30 3' - 0 " J4 A 2 B3 A 2 J4 A 2 B3A2 B3 A 2 B3 A 2 B3A2 J4A2 J4 A 2 J4A2 J4A2 A2.3 A2.2 A2 . 2 A2 . 3 VESTIBULE R02H11 ELEVATOR LOBBY R02H10 MEP ROOM R02J10 VESTIBULE R02H09 STAIR 02 ELEVATOR 03 8T @ 1 1 " 7' - 4 " LA N D I N G 5' - 1 0 " 1' - 0 " 1' - 0 " 1' - 1 1 " ________________03 R1.A6.200 ________________02 R1.A6.200 DN UP 9T @ 1 1 " 8' - 3 " LA N D I N G 4' - 0 " 1' - 1 1 " 63 1 R1.A5.106 ________________ 94 I 96 I 07 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J R10 RH RJ 01 R1.A5.108 ________________ R11' 3' - 6 " 4 ' - 1 " 30 3' - 0 " ELEVATOR 03 STAIR 02 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 VESTIBULE R06H11STAIR 04 A2.3 A2.2 A2 . 2 A2 . 3 B3 A 2 J4 A 2 J4A2J4 A 2 J4A2 B3A2 J4A2 J4 A 2 B3 A 2 B3A2 B3A2 A2 . 3 0"6 " 1' - 7" 6" 6" 1' - 5 " 7' - 8 1/2"8' - 0 1/8" 3' - 0" 4' - 0 " 20 ' - 1 0 " 10 ' - 1 0 " 4' - 0 " 1 ' - 8 " 3' - 6 " 5' - 0" 9' - 6"9' - 1" 1' - 1 1 " 1' - 0 " UP 9' - 3 1 / 2 " 6' - 0 " 4' - 0 " 9T @ 1 1 " 8' - 3 " A2 . 3 4' - 0"4' - 0" 4T @ 1 1 " 3' - 8 " LA N D I N G 5' - 1 0 " 1' - 0 " 1' - 0 " ________________03 R1.A6.200 ________________02 R1.A6.200 DN 10 ' - 7 " UP LA N D I N G 4' - 0 " 9T @ 1 1 " 8' - 3 " 1' - 1 1 " 1' - 1 1 " 63 1 R1.A5.106 ________________ 94 I 96 I ________________02 R1.A6.200 ________________01 R1.A6.200 I I 07 R1.A6.200 ________________ J 04 R1.A6.200 ________________ J 04 R1.A6.200 ________________ J 06 R1.A6.200 ________________ J 05 R1.A6.200 ________________ J A. REFER TO SHEET R1.G0.011 & R1.G0.012 FOR GENERAL NOTES AND SHEET G0.020 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS. B. REFER TO STRUCTURAL, MEP, VERTICAL TRANSPORTATION, LOW VOLTAGE, FOR ADDITIONAL INFORMATION. C. REFER TO SHEET R1.A6.200 & R1.A6.201 FOR TYPICAL STAIR DETAILS, SHEET R1.A0.050 - R1.A0.052 FOR TYPICAL WALL PARTITION TYPES, AND SHEET R1.A0.031 - R1.A0.033 FOR DOOR TYPES, SCHEDULE & TYPICAL DOOR DETAILS. SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 11/18/2024 3:25:57 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.102 ENLARGED PLANS - EAST CORE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" ENLARGED PLAN - EAST CORE LEVEL B101 SCALE:1/4" = 1'-0" ENLARGED PLAN - EAST CORE LEVEL 0102 SCALE:1/4" = 1'-0" ENLARGED PLAN - EAST CORE LEVEL 02 - 0503 SCALE:1/4" = 1'-0" ENLARGED PLAN - EAST CORE LEVEL 0604 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 30 TRUNCATED DOMES PADS, REFER TO SHEET R1.G0.050 63 WARNING CONTRAST STRIP @ TOP & BOTTOM TREAD ONLY. 69 PIT ACCESS LADDER. 94 ELEVATORS PROVIDED FOR PASSENGERS SHALL COMPLY WITH CBC 11B-407. REFER TO ELEVATOR ACCESSIBILITY NOTES AND DETAILS ON SHEET R1.G0.035. 95 PROVIDE 27" HIGH CANE DETECTION GUARDRAIL BARRIER BELOW THE STAIR. REFER ACCESSIBILITY STAIR NOTE M-14 AND DETAIL 2 ON SHEET R1.G0.034. 96 CLASS I STANDPIPE HOSE CONNECTION IN ACCORDANCE WITH SECTION 905, 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H I 1/7/25 R10 RH RJ 01 R1.A5.108 ________________ R11' VESTIBULE R07H09 MEP ROOM R07J10 ELEVATOR LOBBY R07H10 VESTIBULE R07H11 ELEVATOR 03 STAIR 02 A2 . 2 A2.2 A2.3 A2 . 3 B1 . 7 B3 A 2 J4 A 2 J4A2 J4 A 2 B3A2 J4A2 B3 A 2 J4 A 2 J4A2 B3 A 2 B3A2 D2A B3A2 D2A 5' - 10" 3' - 2 9/16" 3' - 0" 4' - 0" 20' - 3 7/8" 11' - 4 1/8" 9' - 1" 9' - 3 1/2" 7' - 8 1/2" 8' - 0 1/8" 6' - 0" 4' - 0"4' - 0" 9T@11" 8' - 3" LANDING 5' - 10" ________________03 R1.A6.200 ________________02 R1.A6.200 DN UP 1' - 0" 1' - 0" 1' - 11" LA N D I N G 4' - 0 " 4T @ 1 1 " 3' - 8 " 1' - 1 1 " 06 1 R1.A5.106 ________________17 I 18 I R10 RH RJ 01 R1.A5.108 ________________ R11' ELEVATOR 03 STAIR 02 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 VESTIBULE R08H09 MEP ROOM R08J10 B3 A 2 J4 A 2 J4A2 J4 A 2 J4A2 J4A2B3A2 J4 A 2 B3 A 2 B3A2 B3 A 2 A2 . 2 A2 . 3 B1 . 7 A2.3 A2.2 8' - 0 1/8" 7' - 8 1/2" 9' - 3 1/2" 6' - 0" 9' - 1" 11' - 4 1/8" 20' - 3 7/8" 3' - 0"4' - 0" 4' - 0" 3' - 6" D2 A D2A D2A 2B3A2 4' - 0"4' - 0" 8T@11" 7' - 4" LANDING 5' - 10" 1' - 0" 1' - 0" 1' - 11" ________________03 R1.A6.200 ________________02 R1.A6.200 DN UP TYP. LA N D I N G 4' - 0 " 8T @ 1 1 " 7' - 4 " 1' - 1 1 " 06 1 R1.A5.106 ________________17 I 18 I R10 RH RJ 01 R1.A5.108 ________________ R11' 1:12 MAX SLOPE DN 12' - 0" 5' - 8" 05 R1.A6.201 ________________ FF = +0'-0" FF = +1'-0" 6' - 0" VESTIBULE R15H11 ELEVATOR LOBBY R15H10 STORAGE R15H09STAIR 02 ELEVATOR 03 STORAGE R15J10 D2A B3A2 B3 A 2 J4 A 2 B3 A 2 J4 A 2 J4A2 J4 A 2 J4A2 B3A2 B3 A 2 B3A2 D2A D2 A B3 A 2 B3 A 2 J4A2 D2A 2B3A2 9' - 3 1/2" 8' - 6 3/8" 5' - 8 1/2" 7' - 8 1/2"8' - 0 1/8" 3' - 0" 4' - 0" 9' - 1" 20' - 3 7/8" 9' - 1" A2 . 1 B1.7 A2.1 A2.3 A2 . 3 5' - 8 1/2" 4' - 0"4' - 0" 9T@11" 8' - 3" LANDING 5' - 10" DN UP 1' - 0" 1' - 11" 1' - 0" ________________03 R1.A6.200 ________________02 R1.A6.200 TYP. 11 T @ 1 1 " 10 ' - 1 " 5 ' - 1 1 7 / 8 " LA N D I N G 4' - 0 " 1' - 1 1 " 06 1 R1.A5.106 ________________17 I 18 I R10 RH RJ 01 R1.A5.108 ________________ R11' ELEVATOR EQUIPMENT ROOM R16H09 VESTIBULE R16H11 ELEVATOR 03 STAIR 02 A2 . 2 A2 . 2 A2 . 2 A2.2 J4A2 J4A2 J4 A 2 J4 A 2 J4A2 J4 A 2 B3A2 B3 A 2 B3A2 B3 A 2 7' - 8 1/2" 9' - 3 1/2" 7' - 0" 3' - 0" 4' - 0" B3A2 24' - 10 1/4" 6' - 9 3/4" 9' - 1" 2T@11" 1' - 10" 3' - 4" 4' - 0" UP 4' - 0" 4' - 0"4' - 0" DN 1' - 0" 1' - 0" ________________03 R1.A6.200 ________________02 R1.A6.200 9T@11" 8' - 3" LANDING 5' - 10" 1' - 1 1 " LA N D I N G 4' - 0 " 11 T @ 1 1 " 10 ' - 1 " 06 1 R1.A5.106 ________________17 I 18 I R14R15 1 R1.A5.109 ________________ 5' - 2" 24T@11" 24' - 0" UP MIN 1' - 7" 20' - 0"5' - 0" 7' - 4" 60"x60" 1' - 11" 1' - 11" 07 08 09 II RK RL R11' 9T @ 1 1 " 8' - 3 " 1' - 1 1 " UP 2 R1.A5.109 ________________ LA N D I N G 5' - 9 " 5' - 8" 1' - 5 " A1.5 1' - 0" 1' - 0" 1' - 11" 06 10 11 11 11 I A. REFER TO SHEET R1.G0.011 & R1.G0.012 FOR GENERAL NOTES AND SHEET G0.020 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS. B. REFER TO STRUCTURAL, MEP, VERTICAL TRANSPORTATION, LOW VOLTAGE, FOR ADDITIONAL INFORMATION. C. REFER TO SHEET R1.A6.200 & R1.A6.201 FOR TYPICAL STAIR DETAILS, SHEET R1.A0.050 - R1.A0.052 FOR TYPICAL WALL PARTITION TYPES, AND SHEET R1.A0.031 - R1.A0.033 FOR DOOR TYPES, SCHEDULE & TYPICAL DOOR DETAILS. SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:35:23 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.103 ENLARGED PLANS - EAST CORE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 01 ELEVATOR OVERRUN 02 COORDINATE FINAL OPENINGS WITH CONSULTANT 03 ELEVATOR PIT 06 WARNING CONTRAST STRIP @ TOP & BOTTOM TREAD ONLY. 07 WARNING CONTRAST STRIP (ALL TREADS). 08 POOL ACCESS ENCLOSURE, 5'-0" MIN.HEIGHT. 09 POOL SAFETY BARRIER SEPARATION. PROVIDE VIA KEYCARD ACCESS ONLY TO POOL/SPA. 10 1-1/2" DIA. MIN. HANDRAIL. 11 42" HIGH GUARDRAIL. 17 ELEVATORS PROVIDED FOR PASSENGERS SHALL COMPLY WITH CBC 11B-407. REFER TO ELEVATOR ACCESSIBILITY NOTES AND DETAILS ON SHEET R1.G0.035. 18 CLASS I STANDPIPE HOSE CONNECTION IN ACCORDANCE WITH SECTION 905, SCALE:1/4" = 1'-0" ENLARGED PLAN - EAST CORE LEVEL 0701 SCALE:1/4" = 1'-0" ENLARGED PLAN - EAST CORE LEVEL 08-1402 SCALE:1/4" = 1'-0" ENLARGED PLAN - EAST CORE LEVEL 1503 SCALE:1/4" = 1'-0" ENLARGED PLAN - EAST CORE ROOF ACCESS04 SCALE:1/4" = 1'-0" ENLARGED PLAN - LEVEL 06 STAIR TO POOL DECK05 SCALE:1/4" = 1'-0" ENLARGED PLAN - LEVEL 06 PARKING STAIR TO POOL EQUIPMENT06 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H I I I 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RH RJ LEVEL 15+ WEST 161' - 11" LEVEL 01R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" ________________2 R1.A5.104 ________________3 R1.A5.104 ELEVATOR 01 ELEVATOR 02 ELEVATOR 01 ELEVATOR 02 LEVEL 01 WEST 0' - 0" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RH RJ LEVEL 01R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" PI T D E P T H 5' - 6 " 11 ' - 6 " 11 ' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 21 ' - 0 " 11 ' - 0 " 1212 13 14 ELEVATOR 01 ELEVATOR 02 15 TYP. ________________02 R1.A6.300 TYP. ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" RH RJ LEVEL 15+ WEST 161' - 11" TOP ROOF WEST 183' - 6" 13 ' - 6 " 12 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " ELEVATOR 01 ELEVATOR 02 15 TYP. ________________02 R1.A6.300 TYP. A. REFER TO SHEET R1.G0.011 & R1.G0.012 FOR GENERAL NOTES AND SHEET G0.020 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS. B. REFER TO STRUCTURAL, MEP, VERTICAL TRANSPORTATION, LOW VOLTAGE, FOR ADDITIONAL INFORMATION. C. REFER TO SHEET R1.A6.200 & R1.A6.201 FOR TYPICAL STAIR DETAILS, SHEET R1.A0.050 - R1.A0.052 FOR TYPICAL WALL PARTITION TYPES, AND SHEET R1.A0.031 - R1.A0.033 FOR DOOR TYPES, SCHEDULE & TYPICAL DOOR DETAILS. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:35:38 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.104 ELEVATOR 01 & 02 SECTIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 01 ELEVATOR OVERRUN 02 COORDINATE FINAL OPENINGS WITH CONSULTANT 12 WATERPROOFING MEMBRANE. 13 PIT ACCESS LADDER. 14 PIT SCREEN, 6'-0' MIN. 15 HOISTWAY DOOR. SCALE:1/8" = 1'-0" ELEVATOR 01 & 02 SECTION1SCALE:1/4" = 1'-0" ELEVATOR 01 & 02 SECTION - B01 - LEVEL 072SCALE:1/4" = 1'-0" ELEVATOR 01 & 02 SECTION - LEVEL 08 - ROOF3 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" R10 LEVEL 15+ WEST 161' - 11" LEVEL 01R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" ________________2 R1.A5.106 ________________3 R1.A5.106 ELEVATOR 03 ELEVATOR 03 LEVEL 01 WEST 0' - 0" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" R10 LEVEL 01R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" 5' - 6 " 13 ' - 2 3 / 4 " 15 ' - 9 1 / 4 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 16 ' - 6 " 11 ' - 6 " 1212 15 TYP. ELEVATOR 03 16 16 16 16 16 16 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" R10 LEVEL 15+ WEST 161' - 11" TOP ROOF WEST 183' - 6" 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 12 ' - 6 " 13 ' - 6 " 15 TYP. ELEVATOR 03 A. REFER TO SHEET R1.G0.011 & R1.G0.012 FOR GENERAL NOTES AND SHEET G0.020 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS. B. REFER TO STRUCTURAL, MEP, VERTICAL TRANSPORTATION, LOW VOLTAGE, FOR ADDITIONAL INFORMATION. C. REFER TO SHEET R1.A6.200 & R1.A6.201 FOR TYPICAL STAIR DETAILS, SHEET R1.A0.050 - R1.A0.052 FOR TYPICAL WALL PARTITION TYPES, AND SHEET R1.A0.031 - R1.A0.033 FOR DOOR TYPES, SCHEDULE & TYPICAL DOOR DETAILS. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:35:51 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.106 ELEVATOR 03 SECTION 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" ELEVATOR 03 SECTION1SCALE:1/4" = 1'-0" ELEVATOR 03 SECTION - B01 - LEVEL 072SCALE:1/4" = 1'-0" ELEVATOR 03 SECTION - LEVEL 08 - ROOF3 12 WATERPROOFING MEMBRANE. 15 HOISTWAY DOOR. 16 SMOKE GUARD. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RH RJ ________________07 R1.A6.200 LEVEL 06+ WEST 61' - 0" 10 ' - 6 " 11 ' - 6 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 10 R @ 7 " M A X . 5' - 9 " 10 R @ 7 " M A X . 5' - 9 " 11 R @ 7 " M A X . 6' - 3 7 / 8 " 9R @ 7 " M A X . 5' - 2 1 / 8 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 10 R @ 7 " M A X . 5' - 9 3 / 4 " 9R @ 7 " M A X . 5' - 2 3 / 4 " 9R @ 7 " M A X . 5' - 2 3 / 4 " 9R @ 7 " M A X . 5' - 2 3 / 4 " 10 R @ 7 " M A X . 5' - 7 1 / 4 " 9R @ 7 " M A X . 4' - 1 0 3 / 4 " 7' - 4" 7' - 4" 7' - 4" 7' - 4" 8' - 3" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 9' - 2" 8' - 3" 7' - 4" TYP. ________________04 R1.A6.200TYP. ________________06 R1.A6.200TYP. 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 11 ' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 21 ' - 6 " 10 ' - 6 " 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 8' - 3"4' - 0" 4' - 0" 2' - 10" 11" TREADMIN 1' - 11" 6' - 8" CANE DETECTION 8' - 6" 27" MAX I LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RH RJ ________________02 R1.A5.107 LEVEL 15+ WEST 161' - 11" LEVEL 01R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" ________________03 R1.A5.107 6' - 8" 7' - 1" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" RH RJ LEVEL 15+ WEST 161' - 11" TOP ROOF WEST 183' - 6" 13 R @ 7 " M A X . 7' - 4 5 / 8 " 9R @ 7 " M A X . 5' - 1 3 / 8 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 7' - 4" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 7' - 4" ________________06 R1.A6.200TYP. ________________07 R1.A6.200TYP. ________________04 R1.A6.200TYP. 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 7' - 4" 11' - 11" 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 12 ' - 6 " 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 11" A. REFER TO SHEET R1.G0.011 & R1.G0.012 FOR GENERAL NOTES AND SHEET G0.020 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS. B. REFER TO STRUCTURAL, MEP, VERTICAL TRANSPORTATION, LOW VOLTAGE, FOR ADDITIONAL INFORMATION. C. REFER TO SHEET R1.A6.200 & R1.A6.201 FOR TYPICAL STAIR DETAILS, SHEET R1.A0.050 - R1.A0.052 FOR TYPICAL WALL PARTITION TYPES, AND SHEET R1.A0.031 - R1.A0.033 FOR DOOR TYPES, SCHEDULE & TYPICAL DOOR DETAILS. SCALE:1/4" = 1'-0" EGRESS STAIR 01 - SECTION - LEVEL P01-0802 SCALE:1/8" = 1'-0" EGRESS STAIR 01 - SECTION01 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:36:07 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.107 STAIR SECTIONS - WEST CORE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" EGRESS STAIR 01 - SECTION - LEVEL-09 - ROOF03 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RH RJ TOP ROOF WEST 183' - 6" ________________02 R1.A5.108 ________________03 R1.A5.108 13 ' - 6 " 12 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 11 ' - 6 " 16 ' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 16 ' - 0 " 11 ' - 0 " LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RH RJ LEVEL 01R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" 13 ' - 3 " 15 ' - 9 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 16 ' - 6 " 11 ' - 6 " 10 ' - 6 " 14 R @ 7 " M A X . 8' - 0 1 / 2 " 9R @ 7 " M A X . 5' - 2 " 7R @ 7 " M A X . 3' - 1 1 1 / 2 " 7R @ 7 " M A X . 3' - 1 1 1 / 2 " 9R @ 7 " M A X . 5' - 1 " 5R @ 7 " M A X . 2' - 1 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 9R @ 7 " M A X . 5' - 0 " 5R @ 7 " M A X . 2' - 1 0 " 10 R @ 7 " M A X . 5' - 8 1 / 2 " 10 R @ 7 " M A X . 5' - 8 1 / 2 " 4R @ 7 " M A X . 2' - 3 1 / 2 " 10 R @ 7 " M A X . 5' - 9 " 10 R @ 7 " M A X . 5' - 9 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 5' - 6" 5' - 6" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 3' - 8" 8' - 3" 8' - 3" 8' - 3" 7' - 4" ________________04 R1.A6.200TYP. ________________06 R1.A6.200TYP. 8' - 3" 4' - 7" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 3' - 8" 9' - 2" 8' - 3" 11' - 11" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" ________________07 R1.A6.200 TYP. ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" RH RJ LEVEL 15+ WEST 161' - 11" TOP ROOF WEST 183' - 6" 11 ' - 6 " 11 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 12 R @ 7 " M A X . 6' - 3 1 / 4 " 10 R @ 7 " M A X . 5' - 2 3 / 4 " 11 R @ 7 " M A X . 6' - 3 7 / 8 " 9R @ 7 " M A X . 5' - 2 1 / 8 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 9R @ 7 " M A X . 5' - 3 " 7' - 4" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 7' - 4" 8' - 3" ________________07 R1.A6.200 ________________04 R1.A6.200 TYP. TYP. ________________06 R1.A6.200 TYP. TYP. 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 10' - 1" 11' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" A. REFER TO SHEET R1.G0.011 & R1.G0.012 FOR GENERAL NOTES AND SHEET G0.020 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS. B. REFER TO STRUCTURAL, MEP, VERTICAL TRANSPORTATION, LOW VOLTAGE, FOR ADDITIONAL INFORMATION. C. REFER TO SHEET R1.A6.200 & R1.A6.201 FOR TYPICAL STAIR DETAILS, SHEET R1.A0.050 - R1.A0.052 FOR TYPICAL WALL PARTITION TYPES, AND SHEET R1.A0.031 - R1.A0.033 FOR DOOR TYPES, SCHEDULE & TYPICAL DOOR DETAILS. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:36:34 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.108 STAIR SECTIONS - EAST CORE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 05 GARAGE FAN EXHAUST SCALE:1/8" = 1'-0" EGRESS STAIR 02 SECTION01SCALE:1/4" = 1'-0" EGRESS STAIR 02 SECTION - B01 - LEVEL 0802SCALE:1/4" = 1'-0" EGRESS STAIR 02 SECTION - LEVEL-09 - ROOF03 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 LEVEL 07 WEST 72' - 6" R14R15 LEVEL 06+ WEST 61' - 0" 1' - 11" 1' - 0" 34 " - 3 8 " 34 " - 3 8 " 24R @ 7" MAX. 11' - 6" 65 66 34"-38" 02 R1.A6.200 ________________ TREAD 1' - 0" 8' - 1" I I LEVEL 06 WEST 56' - 0" RKRL LEVEL 06+ WEST 61' - 0" 9R @ 7 " M A X . 5' - 0 " 1'-0". 11" 34"-38" 6567 68 2' - 1 0 " 02 R1.A6.200 ________________ I TREAD 11" I 72 73 74 4' - 0 " 7' - 2 " 73 74 EQ. EQ. PT10 WB10 72 73 74 4' - 0" 7' - 0" PT10 WB10 01 R1.A6.300 ________________ 17 75 SCALE:1/4" = 1'-0" LEVEL 06 STAIR TO POOL DECK SECTION1 SCALE:1/4" = 1'-0" LEVEL 06 PARKING STAIR TO POOL EQUIPMENT SECTION2 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:36:45 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.109 STAIR SECTIONS & ELEVATOR INTERIOR ELEVATIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 65 1-1/2" DIA. MIN. HANDRAIL. 66 CONCRETE STAIRS, REFER TO STRUCTURAL. 67 42" HIGH GUARDRAIL. 68 CONCRETE LANDING, REFER TO STRUCTURAL. 72 CALL BUTTON. 73 HALL SIGNAL. 74 FLOOR DESIGNATION. 75 SOFFIT. SCALE:3/8" = 1'-0" ELEVATOR 01 & 02 ELEVATION3 SCALE:3/8" = 1'-0" ELEVATOR 03 ELEVATION4 H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H 1/7/25 ? ALIGN AL I G N AL I G N . AL I G N R15R16R17 RH RJ STORAGE G01H15 MAIL ROOM R01G17 LEASING OFFICE R01G16 WEST LOBBY R01H16 CF10 PT10 PT10 PT10 MT22 13' - 4" 11' - 3" 11' - 11" 8' - 0" 3' - 0"3' - 0" EQ EQEQ EQ EQ EQ EQ EQ EQ 5' - 9" 5' - 9" EQ EQ EQ EQ EQ EQ 2' - 0" 3' - 0" 3' - 0" 3' - 0 1/8" 3' - 0" 3' - 0" 3' - 0" EQ EQ 6' - 3" EQ EQ 2' - 0" 1' - 11 7/8" 8' - 0"8' - 0" PT10PT10 PT10 8' - 0"EQ EQ 3' - 0" 3' - 0" 08 R1.A6.210 ________________ 11 R1.A6.210 ________________ 12 R1.A6.210 ________________ 100 TYP 101 101 101 101 I I I I I R15R16R17 RG RH RJ R1.A4.111 04 A3A A3A GL A3A D3AA3A A1 . 1 A1.3 A1.2 A1.4 2' - 0" 10' - 8 3/8" 4' - 11 1/2" 1' - 5 7/8" 2' - 0" 2" 5' - 2" 2" 5" 3' - 6" 11' - 7" 3' - 6" 5" 5' - 0 1/4" 7' - 6" 2' - 0" JANITOR R01F15 RESTROOM R01G15 MAIL ROOM R01G17 STORAGE G01H15 WEST LOBBY R01H16 LEASING OFFICE R01G16 D3AD3A 13' - 3" 2' - 10" B3 A 2 B3A2 A3A D3AA3 A A3 A D3A A3A B3A2 D2 A D2A 8MA2 D3 A D2A D3 B A3 A D3A D3 A D2A D3A D3A D2 A D2A D2AA3A A3A D3 A A2.1 A1.4 A3A D2A D2A D2A R1.A5.121 01 03 02 1' - 0" 61 R1.A5.12105 07 04 ________________01 R1.A5.122 9797 97 97 98 I I I I I 99 14' - 0"5' - 0" 3' - 0" 99 II 6" 18' - 5" 6" R1.A5.121 04 OPP. I SHEET NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:36:55 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.117 ENLARGED PLAN WEST LOBBY 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" ENLARGED REFLECTED CEILING PLAN - WEST LOBBY02 SCALE:1/4" = 1'-0" ENLARGED CONSTRUCTION PLAN - WEST LOBBY01 H 61 PROVIDE BUILT IN 40" AQUAFIRE PRO (AWPR2-40-100), SINGLE SIDED HEARTH WITH RECESSED LIGHT TRAP. PROVIDE POWER AND WATERLINE. 97 PROVIDE ROUGH OPENING RECESSED MAILBOX. REFER TO ELEVATION. 98 MOP SINK. REFER TO PLUMBING DRAWING FIXTURE SCHEDULE. 99 BANQUETTE SEATING. REFER TO ELEVATION 100 RECESSED LIGHT FIXTURE. REFER TO ELECTRICAL DRAWING LIGHTING FIXTURE SCHEDULE. 101 LIGHT COVE I H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check 1/7/25 ? ALIGN ALIGN ALIGN ALIGN AL I G N AL I G N AL I G N AL I G N AL I G N AL I G N ALIGN ALIGN AL I G N ALIGN ALIGN AL I G N AL I G N ALIGN ALIGN AL I G N AL I G N A L I G N AL I G N AL I G N ALIGN R15R16R17 RG RH RJ LEASING OFFICE R01G16 MAIL ROOM R01G17 RESTROOM R01G15 JANITOR R01F15 WEST LOBBY R01H16 STORAGE G01H15 1' - 0" TR20 PT10 WB10 ST21 ST21 GL20 CS10 PT10 RB20 CS10 PT10 RB20 PL20PL20 UP01UP01 CS10 PT10 RB20 TYP. TR20 PT10 WB10 TR20 PT10 WB10 R09R10 RH R08 CL CL CL CL EQ EQ EQ EQ EQ EAST LOBBY R01H08 ELEVATOR LOBBY R01H10 ELEVATOR 03 R01E14 MEP ROOM R01H09 TR20 PT10 WB10 TYP. CS10 PT10 RB20 TYP. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 9/23/2024 11:37:02 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.118 ENLARGED FINISH PLANS - EAST & WEST LOBBY 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" ENLARGED FINISH PLAN - LEVEL 01 - WEST LOBBY02 SCALE:1/4" = 1'-0" ENLARGED FINISH PLAN - EAST LOBBY01 H REFER TO FINISH SCHEDULE ON SHEET R1.A0.060 FOR SPECIFIED FINISHES. H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check GENERAL NOTES I 1/7/25 11 ' - 1 1 " 3 ' - 1 " 8' - 0 " 6 " 15 ' - 0 " 5 ' - 4 " WB10 PT10 PT10 UP01 01 01 8' - 6 " 11 ' - 1 1 " 20 ' - 1 1 / 4 " OPEN BEYOND WB10 PT10 01 01 8' - 0 " 6 " 3 ' - 5 " 3 ' - 1 " 8' - 0 " 3 ' - 1 1 " 3 ' - 1 " 1' - 5"1' - 5" 2' - 0 " PT10 WB10UP01PL20ST21ST20GL20 TYP. TYP. UP01 PL20 4" 1 ' - 3 " 1 ' - 4 " 02 03 03 01 01 1' - 2 " 9 R1.A6.104 ________________ PT10 WB10 MA X 4' - 0 " 11 ' - 1 1 " 04 MI N 1' - 3 " I MA X 4' - 0 " OPEN BEYOND OPEN BEYOND WB10 PT10 5" 3' - 6"3' - 6"EQ EQ 04 MI N 1' - 3 " I MA X 4' - 0 " PT10 WB10 MI N 1' - 3 " I 6" 9' - 2" 9' - 2" SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/4" = 1'-0" 11/18/2024 3:27:42 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.121 INTERIOR ELEVATIONS - WEST LOBBY & MAIL ROOM 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" WEST LOBBY ELEVATION02 SCALE:1/4" = 1'-0" WEST LOBBY ELEVATION01 SCALE:1/4" = 1'-0" WEST LOBBY ELEVATION03 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - MAIL ROOM04 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - MAIL ROOM05 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - MAIL ROOM07 04 01 COVE LIGHT 02 PROVIDE BUILT IN 40" AQUAFIRE PRO (AWPR2-40-100), SINGLE SIDED HEARTH WITH RECESSED LIGHT TRAP 03 BANQUETTE SEATING 04 MAIL BOXES WITH REACH RANGE WITHIN 15" TO 48" A.F.F. TYP. H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check H I J 1/7/25 ? EF 1-1 EF 1-2 S OS S OS ? JANITOR R01F15 RESTROOM R01G15 A3 A A3A D3 A D3A A3A D3A D3 B A1.2 A1.4 78 3' - 0" 8' - 0 " 5' - 4 7 / 8 " 7' - 4 3/8" 1' - 4 1/4" 3' - 0 " 5' - 0 " M I N . 2' - 0"R1.A5.122 04 05 06 07 48" MIN.CLR. A3 A 79 80 1' - 6"4' - 0" 2' - 6" ø 5' - 0" 1' - 6" I I I EQ. EQ. EQ . E Q . EQ. EQ. EQ . EQ . PT10 JANITOR R01F15 RESTROOM R01G15 PT10 8' - 4" 8' - 4" JANITOR R01F15 RESTROOM R01G15 CS10 PT10 RB20 TR20 TL10 RESTROOM R01G15 33 " - 3 6 " 17"-18" 24"MIN. 12"MIN. 36" MIN. 17 " - 1 9 " 18" MIN. 29 " M I N . 34 " M A X . 40 " M A X . TL10 17 " - 1 9 " 19 " M I N . 33 " - 3 6 " 40 " M A X . 42" MIN.12"MAX. 54" MIN. 7"-9" RESTROOM R01G15 TL10 RESTROOM R01G15 40 " M A X . 29 " M I N . 34 " M A X . 9" M I N . 6"MAX.8"MIN. TL10 TOE CLEARANCE 17" MIN I 11" MIN KNEE CLEARANCE I A1.2 RESTROOM R01G15 TL10 SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3/8" = 1'-0" 9/23/2024 11:37:34 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A5.122 ENLARGED PLANS & ELEVATIONS - LEVEL 01 RESTROOM & JANITOR ROOM 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3/8" = 1'-0" RESTROOM & JAN ENLARGED PLAN01 78 PROVIDE BACKING IN WALL FOR 5 P-LAM SHELVES, BRACKETS AND STANDARDS. 79 WALL ACCESSIBILITY SIGNAGE. 80 DOOR ACCESSIBILITY SIGNAGE. SCALE:3/8" = 1'-0" RESTROOM & JAN ENLARGED RCP02SCALE:3/8" = 1'-0" RESTROOM & JAN ENLARGED FINISH PLAN03 SCALE:3/8" = 1'-0" RESTROOM R01G15 ELEVATION-104 SCALE:3/8" = 1'-0" RESTROOM R01G15 ELEVATION-205 SCALE:3/8" = 1'-0" RESTROOM R01G15 ELEVATION-306 SCALE:3/8" = 1'-0" RESTROOM R01G15 ELEVATION-407 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H 1/7/25 1"5"1" 1_ 4" 4" MAX 24" MA X 2 4 " 1_4" 1 9__ 16 " 1 9__16 " 3 1_2" 3 1_ 2 " 4 1_ 2" 7" BRICK VENEER VENEER MORTAR BED INTERIOR ,BATT R-19 EXTERIOR WATERPROOFING MEMBRANE AND AIR BARRIER 09 29 00.B01 TYPE X GYP BD 5/8" 05 40 00 GLASS MAT SHEATING 1/2" 1.75" RIDGID INSULATION, XPS 05 40 00 07 21 00 THERMAL INSULATION METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO CONTRACTOR DEFERRED SUBMITTAL 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION DRAINAGE MAT 06 16 00 06 16 00 SHEATHING NOTES: 1. APPLICABLE TO BR01 FINISH AND FACADE ENVELOPE WALL TYPE WT01. 07 21 00 07 25 00 04 26 13 06 16 00 SHEATHING EXTERIORINTERIOR9/16" Exterior framing per contractor SINGLE SUPPORT BRACKET ,BATT R-19 09 29 00.B01 TYPE X GYP BD 5/8" NOTES: 1. INSTALL IN ACCORDANCE TO ESR - 3343, INCLUDING SPECIAL INSPECTIONS. 2. APPLICABLE TO TL04 FINISH AND FACADE ENVELOPE WALL TYPE WT02. GLASS MAT SHEATING 1/2" 07 21 00 THERMAL INSULATION SPECIFICALLY ENGINEERED FOR CAVITY WALL APPLICATIONS 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO CONTRACTOR DEFERRED SUBMITTAL 3/4" SINGLE/DOUBLE PLASTIC PAD FOR THERMAL BREAK LT SCREW; ETANCO SELF‐DRILLING SCREW 7504K SS304 Ø0.22"X0.87"+ Ø0.63" WASHER FOR METAL STUD WALL WITH SINGLE SHEATHING: HILTI SELF‐DRILLING SCREW S‐MD53 Ø0.22"X 2"SS304 ALUMINUM ALLOY (6063-769) OMEGA PROFILE 20X140MM (13/16"X51/2"); 3M(1181/8") LONG WATERPROOFING MEMBRANE AND AIR BARRIER 07 25 00 DRAINAGE MAT FIXING CLIP SCREW; ETANCO SELF-DRILLING SCREW Ø0.17 X 0.56 CONCEALED/EXPOSED START/END STAINLESS STEEL FIXING PLATE POWDER COATED (BLACK) ALUMINUM ALLOY (6063-769) T-PROFILE,100X60X2.7MM (315/16"X23/8"X1/8"), 3M (1181/8") LONG DOUBLE SUPPORT BRACKET BLACK POLYURETHENE STRUCTURAL SILICON-P-404 07 42 51.A00 PORCELAIN TILE WALL SYSTEM INTERIOR EXTERIOR CMU MORTAR BED CMU, SEE STRUCTURAL INTERIOR PARTITION AS OCCURS SEE PLAN ALL EXPOSED CMU TO BE PAINTED BASE COAT AND FINISH COAT 09 24 00.A00 PORTLAND CEM PLAS 04 20 00 CMU SEALER IN ACCORDANCE WITH PLASTER MFR 04 20 00 09 24 00 BONDING AGENT INTERIOR WITH SELF FURRING METAL LATH ,BATT R-19 EXTERIOR WATERPROOFING MEMBRANE AND AIR BARRIER 09 29 00.B01 TYPE X GYP BD 5/8" 05 40 00 06 16 00 SHEATHING GLASS MAT SHEATING 1/2" 09 24 00.A00 PORTLAND CEM PLAS 07 21 00 1.75" RIDGID INSULATION, XPS 05 40 00 07 21 00 THERMAL INSULATION METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO CONTRACTOR DEFERRED SUBMITTAL 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 07 25 00 DRAINAGE MAT 06 16 00 06 16 00 SHEATHING STUCCO FINISH COAT 09 24 00 L-PROFILE ALWAYS TO REST AND BE FIXED ON TOP OF SUPPORT BRACKET FRONT ELEVATION SECTION VIEW SIDE ELEVATION 2 FIXING SCREWS FIXING OF L-PROFILE TO OMEGA ALWAYS IN THE SIDE OF THE CORNER WHERE BUILDUP IS BIGGER/DEEPER L-PROFILE ALWAYS TO REST AND BE FIXED ON TOP OF SUPPORT BRACKET INTERIOR WITH SELF FURRING METAL LATH ,BATT R-19 EXTERIOR WATERPROOFING MEMBRANE AND AIR BARRIER 09 29 00.B01 TYPE X GYP BD 5/8" 05 40 00 06 16 00 SHEATHING GLASS MAT SHEATING 1/2" 09 24 00.A00 PORTLAND CEM PLAS 07 21 00 1.75" RIDGID INSULATION, XPS 05 40 00 07 21 00 THERMAL INSULATION METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO CONTRACTOR DEFERRED SUBMITTAL 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 07 25 00 DRAINAGE MAT 06 16 00 06 16 00 SHEATHING INTERIOR WITH SELF FURRING METAL LATH ,BATT R-19 EXTERIOR WATERPROOFING MEMBRANE AND AIR BARRIER 05 40 00 GLASS MAT SHEATING 1/2" 09 24 00.A00 PORTLAND CEM PLAS 07 21 00 1.75" RIDGID INSULATION, XPS 05 40 00 07 21 00 THERMAL INSULATION METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO CONTRACTOR DEFERRED SUBMITTAL 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 07 25 00 DRAINAGE MAT 06 16 00 06 16 00 SHEATHING 06 16 00 SHEATHING 05 40 00 07 21 00 05 40 00 07 25 00 06 16 00 06 16 00 SHEATHING 09 24 00.A00 PORTLAND CEM PLAS SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:37:39 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.100 DETAILS - TYPICAL EXTERIOR WALLS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" TYPICAL WALL - BRICK04 SCALE:3" = 1'-0" TYPICAL WALL - RAINSCREEN SYSTEM03 SCALE:3" = 1'-0" TYPICAL WALL - CMU & PLASTER02 SCALE:3" = 1'-0" TYPICAL WALL - STUCCO01 SCALE:6" = 1'-0" RAINSCREEN SYSTEM TYP DETAILS06 SCALE:3" = 1'-0" TYPICAL WALL - PLASTER05 SCALE:3" = 1'-0" TYPICAL WALL - PLASTER - INT & EXT07 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 INTERIOR EXTERIOR GASKET ALUMINIUM WINDOW CASING 2 1/2" 6" EXTERIOR INTERIOR 2 1/2"2 1/2" 6" INTERIOR EXTERIOR GASKET ALUMINIUM WINDOW CASING 2" INTERIOR EXTERIOR 3" 3" 7 1/4"7 1/4" STOREFRONT 90° INSIDE & OUTSIDE CORNER INTERIOR EXTERIOR 2 1/4"2 1/4" 7 1/8" STOREFRONT 45° INSIDE & OUTSIDE CORNER INTERIOR ALUMINUM WINDOW - PER SCHEDULE CONT. CAULK & BACKER ROD SETTING BLOCK GASKET 1/2" GLASS CONFIRM WITH TENANT IMPROVEMENT SLOPE2 1/2" WEATHER MEMBRANE WALKWAY PER CIVIL CONCRETE SLAB REFER TO STRUCTURAL CONCRETE PAVER REFER TO LANDSCAPE PLANS SLOPPED MOTAR TOPPING MATERIAL DRAINAGE/PROTECTION BOARD AND WATERPROOFING PER WATERPROOFING CONSULTANT MORTAR SETTING BED 6" LEVEL 01 INTERIOR CONFIRM WITH TENANT IMPROVEMENT SLOPE WEATHER MEMBRANE WALKWAY PER CIVIL CONCRETE SLAB REFER TO STRUCTURAL CONCRETE PAVER REFER TO LANDSCAPE PLANS SLOPPED MOTAR TOPPING MATERIAL DRAINAGE/PROTECTION BOARD AND WATERPROOFING PER WATERPROOFING CONSULTANT MORTAR SETTING BED 6" LEVEL 01 10 1/4" EXTERIOR KICK GAURD SET-IN CONT. BED OF SEALANT SECTION VIEW EXTERIOR DOOR FRAME HEADER SEALANT ON EITHER SIDE STOP INTERIOR 2 1 / 2 " BRICKWALL PROJECTION LINE WALKWAY PER CIVIL SLOPE 6" HOLD 2" 07 92 00.A00 JOINT SEALANT 07 62 00.A00 SHEET METAL FLASHING & TRIM CONCRETE BULHEADMINIMUM 1' - 6" CONCRETE SLAB REFER TO STRUCTURAL CONCRETE PAVER REFER TO LANDSCAPE PLANS DRAINAGE/PROTECTION BOARD AND WATERPROOFING PER WATERPROOFING CONSULTANT WINDOW WALL -PER SCHEDULE SETTING BLOCK GASKET GLAZING PANEL INSULATED UNIT 2 1/2" BRICKWALL PROJECTION LINE 6" HOLD 2" 07 92 00.A00 JOINT SEALANT 07 62 00.A00 SHEET METAL FLASHING & TRIM CONCRETE BULHEAD MINIMUM 1' - 6" WINDOW WALL -PER SCHEDULE SETTING BLOCK GASKET GLAZING PANEL INSULATED UNIT 2 1/2" SLOPE WEATHER MEMBRANE WALKWAY PER CIVIL CONCRETE SLAB REFER TO STRUCTURAL CONCRETE PAVER REFER TO LANDSCAPE PLANS SLOPPED MOTAR TOPPING MATERIAL DRAINAGE/PROTECTION BOARD AND WATERPROOFING PER WATERPROOFING CONSULTANT MORTAR SETTING BED LEVEL 01 SECTION VIEW EXTERIOR SECTION VIEW INTERIOR ,BATT R-19 EXTERIOR 05 40 00 COLD-FORMED METAL FRAMING 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 2" Z FURRING, G60, 30 MILS 05 40 00 WITH SELF FURRING METAL LATH 09 24 00.A00 PORTLAND CEM PLAS GLASS MAT SHEATING 1/2" 06 16 00 SHEATHING 06 16 00 SHEATHING 07 21 00 1.75" RIDGID INSULATION, XPS WATERPROOFING MEMBRANE AND AIR BARRIER 07 25 00 DRAINAGE MAT 06 16 00 ? METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL 07 21 00 THERMAL INSULATION Exterior framing per contractor EXTERIOR BATT R-19 07 21 00 THERMAL INSULATION 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL INT. FINISH PER SCHEDULE INTERIOR GLAZING PANEL INSULATED UNIT CONTINUOUS SEALANT CASING PER INTERIORS BLOCKING AND SHIM AS REQUIRED 09 29 00.B01 TYPE X GYP BD 5/8" STOREFRONT - PER SCHEDULE WATERPROOFING MEMBRANE AND AIR BARRIER GLASS MAT SHEATING 1/2" 09 24 00.A00 PORTLAND CEM PLAS 07 21 00 1.75" RIDGID INSULATION, XPS 05 40 00 2" Z FURRING, G60, 30 MILS 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 07 25 00 DRAINAGE MAT 06 16 00 06 16 00 SHEATHING 05 40 00 WITH SELF FURRING METAL LATH Exterior framing per contractor PLAN VIEW 06 16 00 SHEATHING 2 1/2" 6" SCALE:3" = 1'-0" STOREFRONT JAMB07 SCALE:3" = 1'-0" STOREFRONT DOOR JAMB @ BRICK08 SCALE:3" = 1'-0" STOREFRONT JAMB @ BRICK HORIZONTAL03 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:37:45 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.101 DETAILS - STOREFRONT AT GRADE 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" STOREFRONT 90° CORNER05 SCALE:3" = 1'-0" STOREFRONT 45° CORNER06 SCALE:3" = 1'-0" STOREFRONT SILL ON SLAB02 SCALE:3" = 1'-0" STOREFRONT DOOR SILL ON SLAB01 SCALE:3" = 1'-0" STOREFRONT DOOR HEAD04 SCALE:3" = 1'-0" BULKHEAD STOREFRONT GROUND LEVEL TYP 209 SCALE:3" = 1'-0" BULKHEAD STOREFRONT GROUND LEVEL TYP 310 SCALE:3" = 1'-0" STOREFRONT HEAD @ PLASTER WALL11 SCALE:3" = 1'-0" STOREFRONT JAMB @ PLASTER WALL12 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 EXTERIORINTERIOR 3/4" CONTINUOUS SEALANT SETTING BLOCKING AS NEEDED FLOOR FINISH PER INTERIORS WATERPROOFING BUILDUP APPLICATION PER WATERPROOFING CONSUTLANT DRAWINGS WINDOW WALL - PER SCHEDULE CONCRETE SLAB REFER TO STRUCTURAL INSULATED GLASS UNIT 1/4" 3/4" SLOPE 1/8" / ft. ELASTOMERIC COATING. PER WATERPROOFING CONSULTANT EXTERIOR INTERIOR 6" SEALANT EXTERIOR CASING PER INTERIORS BLOCKING AND SHIM AS REQUIRED INTERIOR WINDOW WALL - PER SCHEDULE CONT. CAULK & BACKER ROD 1/4" CONCRETE ANCHORS WITH 3/4" EMBEDMENT MAX CONCRETE SLAB. REFER TO STRUCTURAL INSULATED GLASS UNIT EXTERIORINTERIOR CONTINUOUS SEALANT SET-IN CONT. BED OF SEALANT SLOPE 1/8: 1'0" FIRE SEALANT EXTERIORINTERIOR 6" 2 1 / 4 " EXTERIORINTERIOR VA R I E S 6" 6" GLAZING PANEL INSULATED UNIT CONCRETE SLAB GLAZING PANEL INSULATED UNIT EXTERIORINTERIOR 6" 6" VA R I E S GLAZING PANEL INSULATED UNIT CONCRETE SLAB GLAZING PANEL INSULATED UNIT EXTERIORINTERIOR GLAZING PANEL INSULATED UNIT GLAZING PANEL INSULATED UNIT 6" 2 1/4" EXTERIORINTERIOR CONTINUOUS SEALANT SET-IN CONT. BED OF SEALANT SLOPE 1/8: 1'0" 5" EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT 6" EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT 6" EXTERIOR INTERIOR 90.0° GLAZING PANEL INSULATED UNIT EXTERIOR INTERIOR 90.0° 6" 6" GLAZING PANEL INSULATED UNIT FIRE SEALANT EXTERIOR INTERIOR 6" 2 1/4" EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT EXTERIOR INTERIOR 2 1/4" MULLION AT ANCHOR- UNITIZED WALL SYSTEM JOINT COMPRESSIBLE FILLER WALL TYPE PER PLANS 9" ACOUSTICAL SEALANT 09 29 00.J01 CORNER BEAD SCALE:3" = 1'-0" WINDOW WALL SILL02 SCALE:3" = 1'-0" WINDOW WALL JAMB04 SCALE:3" = 1'-0" WINDOW WALL HEAD01 SCALE:3" = 1'-0" WINDOW WALL DOOR THRESHOLD03SCALE:3" = 1'-0" WINDOW WALL HORIZONTAL07 SCALE:3" = 1'-0" STANDARD RECEPTOR SLAB EDGE COVER08 SCALE:3" = 1'-0" FLUSH RECEPTOR SLAB EDGE COVER09SCALE:3" = 1'-0" WINDOW WALL INSWING DOOR - HEAD13 SCALE:3" = 1'-0" WINDOW W. INSWING DOOR THRESHOLD12 SCALE:3" = 1'-0" WINDOW W. INSWING DOOR - LOCK JAMB11 SCALE:3" = 1'-0" WINDOW W. INSWING DOOR PIVOT JAMB10 SCALE:3" = 1'-0" WINDOW WALL - 90° INSIDE CORNER15 SCALE:3" = 1'-0" WINDOW WALL - 90° OUTSIDE CORNER14 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:37:51 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.102 DETAILS - WINDOW WALL AT RESIDENTIAL UNITS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" WINDOW WALL VERTICAL MULLION06 SCALE:3" = 1'-0" WINDOW W. OUTSWING DOOR M. STILES16 SCALE:3" = 1'-0" WINDOW W. MULLION - DEMISING WALL5 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 EXTERIOR INTERIOR2" 6" EXTERIOR INTERIOR 6" 2 1/4" GLAZING PANEL INSULATED UNIT EXTERIORINTERIOR GLAZING PANEL INSULATED UNIT GLAZING PANEL INSULATED UNIT 6" 2 1 / 4 " EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT 6" EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT EXTERIORINTERIOR CONTINUOUS SEALANT SET-IN CONT. BED OF SEALANT SLOPE 1/8: 1'0" EXTERIORINTERIOR GLAZING PANEL INSULATED UNIT REFER TO FACADE FOR FINISH 08 90 00.B00 FIXED LOUVER WINDOW WALL GLASS VENT PER SCHEDULE EXTERIORINTERIOR GLAZING PANEL INSULATED UNIT SEALANT EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT SEALANT GLAZING PANEL INSULATED UNIT SEALANT EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT SEALANT 2" EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT SEALANT SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:37:56 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.103 DETAILS - WINDOW WALL AT RESIDENTIAL UNITS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" WINDOW WALL - GLASS VENT SILL01 SCALE:3" = 1'-0" WINDOW WALL - GLASS VENT JAMB02 SCALE:3" = 1'-0" WINDOW WALL OUTSWING DOOR - HEAD07 SCALE:3" = 1'-0" WINDOW W. OUTSWING DOOR - LOCK JAMB04 SCALE:3" = 1'-0" WINDOW W. OUTSWING DOOR PIVOT JAMB05 SCALE:3" = 1'-0" WINDOW W. OUTSWING DOOR THRESHOLD06 SCALE:3" = 1'-0" WINDOW W. GLASS VENT HEAD TO LOUVER03 SCALE:3" = 1'-0" WINDOW WALL SLIDING PANEL - HEAD08 SCALE:3" = 1'-0" WINDOW WALL SLIDING PANEL - INTERLOCK09 SCALE:3" = 1'-0" WINDOW WALL SLIDING PANEL - LOCK JAMB10 SCALE:3" = 1'-0" WINDOW WALL SLIDING PANEL - SILL11 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 EXTERIOR INTERIOR 6" SEALANT PLASTER WALL REFER TO WALL TYPES DETAILS 07 21 00 THERMAL INSULATION 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL INT. FINISH PER SCHEDULE 09 29 00.B01 TYPE X GYP BD 5/8" INTERIOR Exterior framing per contractor EXTERIOR BLOCKING AND SHIM AS REQUIRED CONTINUOUS SEALANT WINDOW WALL - PER SCHEDULE GLAZING PANEL INSULATED UNIT 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 05 40 00 07 21 00 1.75" RIGID INSULATION XPS 07 25 00 WATERPROOFING MEMBRANE AND AIR BARRIER 06 16 00 DRAINAGE MAT SECTION VIEW BRICK VENEER VENEER MORTAR BED WATERPROOFING MEMBRANE AND AIR BARRIER 05 40 00 GLASS MAT SHEATING 1/2" 1.75" RIDGID INSULATION, XPS 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 06 16 00 SHEATHING Exterior framing per contractor NOTE: APPLICABLE TO BR01, WT01, WT03 & WT07 07 21 00 07 25 00 04 26 13 06 16 00 SHEATHING 1.75" RIDGID INSULATION, XPS 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION DRAINAGE MAT 06 16 00 07 21 00 VENEER MORTAR BED REFER TO RCP 09 29 00.G00 CONTINUOUS ACOUS SEALANT ALIGN 09 24 00.A00 PORTLAND CEM PLAS 06 16 00 SHEATHING 07 25 00 WATERPROOFING MEMBRANE AND AIR BARRIER 06 16 00 SHEATHING 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL INTERIOR EXTERIOR METAL SHIM SECTION VIEW REFER TO FACADE FOR FINISH 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD 09 29 00.F00 SOUND ATTENUATION BLANKETPARTITION TYPE A4 09 29 00.B05 SAG-RESIS GYP BD 09 29 00.J10 J-BEAD 09 22 16.C01 WIRE TIE 09 51 13.B00 SUSPENSION SYSTEM 07 84 13.A01 FIRESTOP SEALANT 4' MAX REFER TO RCP SCHEDULED DRYWALL CEILING WITH SPRAY- APPLIED FINISH METAL STUD 09 22 16.A00 GYP BD 5/8" 09 29 00.A01 GYP BD 5/8" 09 29 00.A01 3" 1' - 9" 1' - 2" 4" LIGHT TRAP 1' - 0" 5" AQUAFIRE PRO SERIES, FIRE PLACE STONE FINISH WOOD BASE FINISH STONE FINISH LIGHT TRAP 5" SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:38:01 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.104 DETAILS - DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" WINDOW WALL JAMB TO STUCCO OR PLASTER1 SCALE:3" = 1'-0" VERTICAL LOUVER @WEST FACADE TERRACE L043 SCALE:3" = 1'-0" BRICK WALL TO EXTERIOR CEILING4SCALE:3" = 1'-0" SPRANDEL @A4 PARTITION5SCALE:3" = 1'-0" FIRE PLACE DETAIL9 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H H 1/7/25 EXTERIOR BATT R-19 07 21 00 THERMAL INSULATION 09 22 16.A00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL INT. FINISH PER SCHEDULE INTERIOR Exterior framing per contractor GLAZING PANEL INSULATED UNIT CONTINUOUS SEALANT CASING PER INTERIORS BLOCKING AND SHIM AS REQUIRED 09 29 00.B01 TYPE X GYP BD 5/8" STOREFRONT - PER SCHEDULE PLAN VIEW BRICK VENEER VENEER MORTAR BED WATERPROOFING MEMBRANE AND AIR BARRIER 06 16 00 1.75" RIDGID INSULATION, XPS 05 40 00 2" Z FURRING, G60, 30 MILS 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION DRAINAGE MAT 06 16 00 07 21 00 07 25 00 04 26 13 GLASS MAT SHEATING 1/2" 06 16 00 2 1/2" 6" CONCRETE SLAB. REFER TO STRUCTURAL INTERIOR SECTION VIEW BRICK VENEER VENEER MORTAR BED WATERPROOFING MEMBRANE AND AIR BARRIER GLASS MAT SHEATING 1/2" 1.75" RIDGID INSULATION, XPS 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL BATT R-19 07 21 00 THERMAL INSULATION 1/4" CONCRETE ANCHORS WITH 3/4" EMBEDMENT MAX STUD SECURE WITH #12 SMS DRIFTCLIP DSLS 600 OR EQUAL, SECURED TO CONCRETE SLAB Exterior framing per contractor 09 29 00.B01 TYPE X GYP BD 5/8" DRIFT CLIP - HOLD 3/4" EXTERIOR DOUBLE SUPPORT BRACKET CHECK SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZE OF BRACKET FIXING CLIP SCREW; ETANCO SELF-DRILLING SCREW Ø0.17 X 0.56 LATERAL STAINLESS STEEL FIXING PLATE. TYP. 5MM (3/16") / 8MM (5/16") JOINT. POWDER COATED (BLACK) ALUMINUM ALLOY (6063-769) L-PROFILE 07 42 51.A00 PORCELAIN TILE WALL SYSTEM ALUMINUM FLASHING LT SCREW; ETANCO SELF‐DRILLING SCREW 7504K SS304 Ø0.22"X0.87"+ Ø0.63" WASHER RAINSCREEN SYSTEM FLASHING VAPOR AND AIR BARRIER SYSTEM 3/ 4 " CONCRETE SLAB. REFER TO STRUCTURAL INTERIOR SECTION VIEW BRICK VENEER VENEER MORTAR BED WATERPROOFING MEMBRANE AND AIR BARRIER GLASS MAT SHEATING 1/2" 1.75" RIDGID INSULATION, XPS 05 40 00 2" Z FURRING, G60, 30 MILS 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION DRAINAGE MAT 06 16 00 07 21 00 07 25 00 04 26 13 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL BATT R-19 07 21 00 THERMAL INSULATION 1/4" CONCRETE ANCHORS WITH 3/4" EMBEDMENT MAX STUD SECURE WITH #12 SMS DRIFTCLIP DSLS 600 OR EQUAL, SECURED TO CONCRETE SLAB Exterior framing per contractor 06 16 00 SHEATHING09 29 00.B01 TYPE X GYP BD 5/8" EXTERIOR DOUBLE SUPPORT BRACKET CHECK SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZE OF BRACKET FIXING CLIP SCREW; ETANCO SELF-DRILLING SCREW Ø0.17 X 0.56 LATERAL STAINLESS STEEL FIXING PLATE. TYP. 5MM (3/16") / 8MM (5/16") JOINT. POWDER COATED (BLACK) ALUMINUM ALLOY (6063-769) L-PROFILE BLACK POLYURETHENE STRUCTURAL SILICON- P-404 07 42 51.A00 PORCELAIN TILE WALL SYSTEM ALUMINUM FLASHING LT SCREW; ETANCO SELF‐DRILLING SCREW 7504K SS304 Ø0.22"X0.87"+ Ø0.63" WASHER RAINSCREEN SYSTEM DR I F T C L I P - H O L D 3/ 4 " © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:38:07 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.106 DETAILS - FACADE TRANSITIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit SCALE:3" = 1'-0" STOREFRONT JAMB @ BRICK01 SCALE:3" = 1'-0" RAINSCREEN SYSTEM TO BRICK WALL VERTICAL02SCALE:3" = 1'-0" RAINSCREEN SYSTEM TO BRICK WALL VERTICAL EAST04 H 1/7/25 CONCRETE SLAB. REFER TO STRUCTURAL SHEATHING PER STRUCT. BRICK VENEER 6X12X1/2 EMBED PL W/ (2)-1/2" DIA X 8" LONG WELDED HEADED STUDS CABLE AND ATTACHMENT ALLOWABLE TENSION LOAD "T" = 800LBS 05 R1.A6.107 ________________ CONCRETE SLAB. REFER TO STRUCTURAL STUD SECURE WITH #12 SMS SHEATHING PER STRUCT. BRICK VENEER WRAP WATERPROOF MEMBRANE 6X12X1/2 EMBED PL W/ (2)-1/2" DIA X 8" LONG WELDED HEADED STUDS CABLE AND ATTACHMENT ALLOWABLE TENSION LOAD "T" = 800LBS SECTION EXTERIOR CONCRETE SLAB. REFER TO STRUCTURAL INTERIOR SECTION VIEW HOLD 3" CONCRETE SLAB. REFER TO STRUCTURAL DOUBLE SUPPORT BRACKET CHECK SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZE OF BRACKET FIXING CLIP SCREW; ETANCO SELF-DRILLING SCREW Ø0.17 X 0.56 CONCEALED/EXPOSED START/END STAINLESS STEEL FIXING PLATE SLOPED LATERAL STAINLESS STEEL FIXING PLATE. TYP. 5MM (3/16") / 8MM (5/16") JOINT. POWDER COATED (BLACK) ALUMINUM ALLOY (6063-769) L-PROFILE BLACK POLYURETHENE STRUCTURAL SILICON- P-404 07 42 51.A00 PORCELAIN TILE WALL SYSTEM 07 42 51.A00 PORCELAIN TILE WALL SYSTEM ALUMINUM FLASHING LT SCREW; ETANCO SELF‐DRILLING SCREW 7504K SS304 Ø0.22"X0.87"+ Ø0.63" WASHER RAINSCREEN SYSTEM WITH SELF FURRING METAL LATH WATERPROOFING MEMBRANE AND AIR BARRIER GLASS MAT SHEATING 1/2" 09 24 00.A00 PORTLAND CEM PLAS 1.75" RIDGID INSULATION, XPS 05 40 00 2" Z FURRING, G60, 30 MILS 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 07 25 00 DRAINAGE MAT 06 16 00 06 16 00 05 40 00 06 16 0006 16 00 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL BATT R-19 07 21 00 THERMAL INSULATION 1/4" CONCRETE ANCHORS WITH 3/4" EMBEDMENT MAX STUD SECURE WITH #12 SMS DRIFTCLIP DSLS 600 OR EQUAL, SECURED TO CONCRETE SLAB 1/4" CONCRETE ANCHORS WITH 3/4" EMBEDMENT MAX DRIFTCLIP DSLS 600 OR EQUAL, SECURED TO CONCRETE SLAB STUD SECURE WITH #12 SMS BATT R-19 07 21 00 THERMAL INSULATION 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL 09 29 00.B01 TYPE X GYP BD 5/8" WITH SELF FURRING METAL LATH WATERPROOFING MEMBRANE AND AIR BARRIER GLASS MAT SHEATING 1/2" 09 24 00.A00 PORTLAND CEM PLAS 1.75" RIDGID INSULATION, XPS 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION 07 25 00 DRAINAGE MAT 06 16 00 06 16 00 06 16 0006 16 00 DRIFT JOINT - HOLD 3/4" HOLD 3" DOUBLE SUPPORT BRACKET CHECK SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZE OF BRACKET RAINSCREEN SYSTEM SLOPED 07 42 51.A00 PORCELAIN TILE WALL SYSTEM PLASTER FINISH DRIP EDGE 07 81 00.A00 SPRAYED FIRE RESIS MTRL 07 81 00.A00 SPRAYED FIRE RESIS MTRL EXTERIOR INTERIOR GLAZING PANEL INSULATED UNIT PLAN VIEW BRICK VENEER VENEER MORTAR BED WATERPROOFING MEMBRANE AND AIR BARRIER 06 16 00 1.75" RIDGID INSULATION, XPS 05 40 00 2" Z FURRING, G60, 30 MILS 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION DRAINAGE MAT 06 16 00 07 21 00 07 25 00 04 26 13 GLASS MAT SHEATING 1/2" 06 16 00 Exterior framing per contractor BATT R-19 07 21 00 THERMAL INSULATION 09 22 16.A00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL INT. FINISH PER SCHEDULE CONTINUOUS SEALANT CASING PER INTERIORS BLOCKING AND SHIM AS REQUIRED 09 29 00.B01 TYPE X GYP BD 5/8" WINDOW WALL - PER SCHEDULE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:38:12 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.107 DETAILS - FACADE TRANSITIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit SCALE:3" = 1'-0" PLAN - CATENARY CABLE04 SCALE:3" = 1'-0" SECTION - CATENARY CABLE05 SCALE:3" = 1'-0" RAINSCREEN SYSTEM TO STUCCO WALL VERTICAL01 SCALE:3" = 1'-0" WINDOW WALL JAMB @ BRICK SIDE03 H H 1/7/25 INTERIOR EXTERIOR STOREFRONT - PER SCHEDULE GLAZING PANEL INSULATED UNIT CASING PER INTERIORS COATED FINISH TO MATCH ADJACENT COLOR. 08 90 00.A00 LOUVER SECTION VIEW INTERIOR EXTERIOR BIRD SCREEN CASING PER INTERIORS METAL SHIM SECTION VIEW REFER TO FACADE FOR FINISH 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD 09 29 00.F00 SOUND ATTENUATION BLANKET PARTITION TYPE A4 09 29 00.B05 SAG-RESIS GYP BD 09 29 00.J10 J-BEAD 09 22 16.C01 WIRE TIE 09 51 13.B00 SUSPENSION SYSTEM 07 84 13.A01 FIRESTOP SEALANT 4' MAX REFER TO RCP SCHEDULED DRYWALL CEILING WITH SPRAY- APPLIED FINISH INTERIOR SECTION VIEW 09 29 00.J10 J-BEAD 09 22 16.C01 WIRE TIE 09 51 13.B00 SUSPENSION SYSTEM 4' MAX EXTERIOR 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD PARTITION TYPE A4 BIRD SCREEN METAL SHIM REFER TO FACADE FOR FINISH 07 84 13.A01 FIRESTOP SEALANT 08 90 00.B00 FIXED LOUVER 09 22 16.C01 WIRE TIE REFER TO RCP 09 29 00.J10 J-BEAD 09 29 00.B05 SAG-RESIS GYP BD SCHEDULED DRYWALL CEILING WITH SPRAY- APPLIED FINISH 09 29 00.F00 SOUND ATTENUATION BLANKET MT0305 70 00.E05 STAINLESS STEEL ANGLE 05 50 00.B13 METAL SUPPORT BRACKET, STEEL EMBEDED ANGLE REFER TO STRUCTURAL 05 50 00.B13 METAL SUPPORT BRACKET, STEEL WELDED ANGLE FOR SUPPORTING BACKING TUBE, REFER TO STRUCTURAL 2X2" TUBE FOR BACKING INTERIOR EXTERIOR BIRD SCREEN Exterior framing per contractor BATT R-19 GLASS MAT SHEATING 1/2" 06 16 00 07 25 00.A00 WATERPROOFING MEMBRANE AND AIR BARRIER DRAINAGE MAT 06 16 00 09 29 00.B01 TYPE X GYP BD 5/8" 07 21 00 THERMAL INSULATION 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL CASING PER INTERIORS METAL SHIM SECTION VIEW REFER TO FACADE FOR FINISH 06 16 00 05 40 00 2" Z FURRING, G60, 30 MILS 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION BRICK VENEER VENEER MORTAR BED 1.75" RIDGID INSULATION, XPS 07 21 00 04 26 13 08 90 00.B00 FIXED LOUVER BACKER ROD & SEALANT 3/8 in. DRIP EDGE INTERIOR EXTERIOR BIRD SCREEN Exterior framing per contractor BATT R-19 GLASS MAT SHEATING 1/2" 06 16 00 07 25 00.A00 WATERPROOFING MEMBRANE AND AIR BARRIER DRAINAGE MAT 06 16 00 09 29 00.B01 TYPE X GYP BD 5/8" 07 21 00 THERMAL INSULATION 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL CASING PER INTERIORS METAL SHIM REFER TO FACADE FOR FINISH 06 16 00 05 40 00 2" Z FURRING, G60, 30 MILS 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION BRICK VENEER VENEER MORTAR BED 1.75" RIDGID INSULATION, XPS 07 21 00 04 26 13 BACKER ROD & SEALANT 3/8 in. METAL SHIM SECTION VIEW 08 90 00.B00 FIXED LOUVER REFER TO ELEVATION FOR SIZE AND LOCATION 07 62 00.A00 SHEET METAL FLASHING & TRIM CASING PER INTERIORS BATT R-19 09 29 00.B01 TYPE X GYP BD 5/8" 07 21 00 THERMAL INSULATION 05 40 00 METAL STUD FRAMING 6", 54 MILLS AT 16 ON CENTER, REFER TO STRUCTURAL 07 25 00.A00 WATERPROOFING MEMBRANE AND AIR BARRIER DRAINAGE MAT 06 16 00 05 40 00 2" Z FURRING, G60, 30 MILS, SECURED TO EXTERIOR STUDS SPACED MAX 16" ON CENTER AND SEALED FOR WATER INTRUSION BRICK VENEER VENEER MORTAR BED 1.75" RIDGID INSULATION, XPS 07 21 00 04 26 13 GLASS MAT SHEATING 1/2" 06 16 0006 16 00 DRIP EDGE EXTERIOR CASING PER INTERIORS BLOCKING AND SHIM AS REQUIRED INTERIOR CONT. CAULK & BACKER ROD 1/4" CONCRETE ANCHORS WITH 3/4" EMBEDMENT MAX CONCRETE SLAB. REFER TO STRUCTURAL COATED FINISH TO MATCH ADJACENT COLOR. 08 90 00.B00 FIXED LOUVER BIRD SCREEN SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 11:38:19 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.108 DETAILS - LOUVERS TRANSITIONS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" HORIZONTAL LOUVER TO STOREFRONT HEAD01SCALE:3" = 1'-0" LOUVER @ A4 PARTITION03 SCALE:3" = 1'-0" STEEL PROFILE TO EXTERIOR CEILING05 SCALE:3" = 1'-0" BRICK WALL TO LOUVER HEAD @ STOREFRONT06 SCALE:3" = 1'-0" EXTR-VENT @ BRICK WALL HEAD & SILL04SCALE:3" = 1'-0" LOUVER HEAD @ SLAB07 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H 1/7/25 05 52 13.B01 HANDRAIL, STEEL 1 1/2" DIA. STEEL PIPE HANDRAIL PAINTED, (TYP) STAIR NOSING EDGE EDGE OF STAIR TREAD 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 3 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " PTD STL I 6" 1" 03 30 00.A00 CAST-IN-PLACE CONC 05 52 13.I00 BRACKET 1/2" 05 52 13.B01 HANDRAIL, STEEL OR CMU WALL W/ GROUTED CELLS 1 1/2" DIA OD PAINTED STL PIPE HANDRAIL RETURN ENDS TO WALL MATCH RAIL FINISH STEEL W/ CONCEALED FASTENERS 2 1/8" END CAP 5 1 / 2 " 1" 05 52 13.I00 BRACKET 05 52 13.B01 HANDRAIL, STEEL 05 50 00.C01 STEEL PLATE MATCH RAIL FINISH STEEL W/ CONCEALED FASTENERS 1 1/2" DIA OD PAINTED STL PIPE HANDRAIL RETURN ENDS TO WALL 2 1/8" 1/2" PARTITION AS SCHEDULED END CAP #12 GA SELF TAPPING SCREW (2- TOT MIN) 16 GA METAL BLOCKING PL SPAN 3 STUDS MIN 10 " M I N STL SHIM - FLUSH W/ FO FACE PROVIDE BLOCKING AT CSTUD LOCATIONS, PROVIDE 54MIL STEEL BACKING AT C-H STUD LOCATIONS 1 1/2"1-1/2" DIA PIPE RAIL 1 1/2" 3 1/2" SECTION ELEVATION, TYP 3 1 / 2 " 2' - 1 0 " T O T O P O F N O S I N G 3/4" DIA. BRACKET @ 6'-0" OC MAX #12 GA SELF TAPPING SCREW (2- TOT MIN) 16 GA METAL BLOCKING PL SPAN 3 STUDS MIN SCHEDULED PARTITION 10 " M I N STL SHIM - FLUSH W/ FO FACE 4" 05 52 13 PIPE AND TUBE RAILINGS 05 51 00.B02 STRINGER, CHANNEL 05 51 00.C01 TREAD, METAL PAN 6" 2" CONTRAST STRIP1"11" 1/2" F.O. WALL 4" MAX, TYP 05 52 13 PIPE AND TUBE RAILINGS 05 51 00.B02 STRINGER, CHANNEL 05 51 00.C02 TREAD, CONC FILLED 2" CONTRAST STRIP 1"11" 1/2" F.O. WALL 4" MAX 11" 9 1 / 4 " 05 52 13 PIPE AND TUBE RAILINGS 05 52 13 PIPE AND TUBE RAILINGS 05 51 00.B02 STRINGER, CHANNEL 2" CONTRAST STRIP W/ PHOTOLUMINESCENT COATING, TYP. AS PER STAIR/EXIT/EGRESS SIGNAGE NOTES, SHEET R1.G0.012. 2" CLOSURE PLATE CONCRETE SLAB METAL ANGLE WELDED TO EACH STRINGER 05 51 00 ANCHOR, EXPANSION 05 51 00.C05 TREAD, CHECKERED PLATE NOTE: ALL JOINTS BETWEEN PIPE RAILS @ POSTS TO BE WELDED & GROUND SMOOTH 4' - 0" POST SPACING 3/4" DIA. (TYP.) 3' - 6" ONE TREAD DEPTH +12" MIN. 2' - 10" 7" MAX MIN. 11" 1' - 1" 1' - 9" 4" 12" MIN I 1/2" 05 51 00.B02 STRINGER, CHANNEL METAL ANGLE @ STIFFENERS PARTITION AS SCHEDULED MAX 4" 2" CONTRAST STRIP CONCRETE SLAB CLOSURE PLATE 05 51 00 STRINGER, CHANNEL METAL ANGLE BRACKET AT EACH STRINGER 4" 05 51 00.C05 TREAD, CHECKERED PLATE 3" STRINGER TO ABOVE WHERE OCCURS STEEL STRINGER WITH CLOSURE PLATE 1' - 0 " 1' - 3 " MIN. 3' - 0" SELF CLOSING GATE BARRIER 1 1/2" DIA. SST. SELF CLOSING TURNSTILE GATE ATTACHED TO POST, TYP. 1 1/2" STAIR WIDTH PER PLAN DIMENSION FLOOR LEVEL 1"1 1/2" DATUM @ 36" 1/2" O.D. HANDRAIL SUPPORT 1 1/2" 1 1/2 O.D. SST HANDRAIL WELD AND GRIND SMOOTH POST AS INDICATED TAP VERTICAL TO RECEIVE 3/8" DIA. THREADED ROD SCALE:3" = 1'-0" PLAN @ INT. LANDING03 SCALE:6" = 1'-0" PLAN @ RAIL SUPPORT (TYPE 1)02 SCALE:6" = 1'-0" PLAN @ RAIL SUPPORT (TYPE 2)01SCALE:3" = 1'-0" HANDRAIL DETAIL11 SCALE:1 1/2" = 1'-0" SECTION DETAIL06 SCALE:1 1/2" = 1'-0" SECTION DETAIL05 SCALE:1 1/2" = 1'-0" STAIR BASE07 SCALE:3" = 1'-0" STRINGER @ WALL10 SCALE:1 1/2" = 1'-0" SECTION DETAIL04 SCALE:1 1/2" = 1'-0" ELEVATION - SELF-CLOSING GATE BARRIER09 SCALE:3" = 1'-0" HANDRAIL AT VERTICAL POST08 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:38:25 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.200 STAIR DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check 1/7/25 GUARDRAIL NOTE: ALL JOINTS BETWEEN PIPE RAILS @ POSTS TO BE WELDED & GROUND SMOOTH MAX. 4"4" 3' - 2 " M A X . 3' - 0 " 2' - 1 0 " 3' - 6 " 4' - 0" POST SPACING 3/4" DIA. STEEL PIPE RAILINGS (TYP.) HANDRAIL, 1 1/2" STEEL TUBE GUARDRAIL 3/4" DIA. STEEL PIPE RAILINGS (TYP.) NOTE: ALL JOINTS BETWEEN PIPE RAILS @ POSTS TO BE WELDED & GROUND SMOOTH 3' - 6 " 1' - 0" MAX. 4"4" (3 ' 2 " M A X . ) 2' - 1 0 " HANDRAIL, 1 1/2" STEEL TUBE 4' - 0" POST SPACING 4" RAMP DOWN PER PLAN 1:12 MAX 2' - 10" 1' - 0" 1' - 0" AT GROUND LEVEL, WHERE THE RAMP ELEVATION CHANGE IS LESS THAN 6 INCHES, PLEASE REFER TO STRUCTURAL DETAIL 12/R1.S5.42, WHICH INCLUDES SLOPED CONCRETE TOPPING. AT LEVEL 15, WHERE THE RAMP ELEVATION CHANGE EXCEEDS 6 INCHES, REFER TO DETAIL 10/R1.S5.43 FOR A 6-INCH CONCRETE TOPPING ON THE RAMP WITH STRUCTURAL FOAM INFILL. 1-1/2" DIA. WALL MOUNTED PAINTED STEEL HANDRAIL ________________11 R1.A6.200 PER SLAB PLAN I SCALE:1" = 1'-0" HANDRAIL AND GUARDRAIL @ LANDING02 SCALE:1" = 1'-0" TOP HANDRAIL / GUARDRAIL03 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 11:38:25 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.201 STAIR DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3/4" = 1'-0" TYPICAL RAMP SECTION05 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check H H 1/7/25 STEEL BAR 05 50 00.E01 SPRING HINGE RAILING, STEEL 05 52 13.A01 2" 10 " 1 1/2" x 1 1/2" PIPE RAIL AND POSTS 1/2" X 1/2" @ 4" O.C. MAX. SECURED TO 1 1/2" X 1 1/2" STL. PIPE GATE FRAME FINISH TO MATCH RAILING 2 1/4"2 1/4" 2 1/4" STEEL CATCH PLATE RAILING, STEEL 05 52 13.A01 HANDRAIL, STEEL 05 52 13.B01 STEEL BAR 05 50 00.E01 RAILING, STEEL 05 52 13.A01 CAST-IN-PLACE CONC 03 30 00.A00 CAST NOSING 05 50 00.H01 STEEL PLATE 05 50 00.C01 3' - 5 2 5 3 / 2 5 6 " 3" 2' - 1 0 " T O T . O . H A N D R A I L 3' - 6 " T O T . O . G U A R D R A I L TYP TREAD 2' - 1 0 " 1 1/2" X 1 1/2" PIPE RAIL AND POSTS 1 1/2" DIA. 1/2" x 1/2" @ 4" O.C. MAX., TYP. TREADS, RISERS AND LANDINGS, TYP. AT GARAGE STAIRS 6" X 4" TO MATCH STAIR FINISH, TYP. 1 1/2" x 1 1/2" PIPE RAIL AND POSTS 11" 1" NOSING TYP. ________________13 R1.A6.202 11" LANDING TYP. STEEL BAR 05 50 00.E01 2' - 1 0 " 3' - 6 " RAILING, STEEL 05 52 13.A01 HANDRAIL, STEEL 05 52 13.B01 1" NOSING TYP. 1 1/2" X 1 1/2" PIPE RAIL AND POSTS 1 1/2" DIA. 1/2" x 1/2" @ 4" O.C. MAX., TYP. RAILING, STEEL 05 52 13.A01 1 1/2" X 1 1/2" PIPE RAIL AND POSTS CAST NOSING 05 50 00.H01 AT GARAGE STAIRS 3" 3' - 6 " HA N D R A I L 2' - 1 0 " 3" 11" TYP. TREAD 2' - 1 0 1 / 8 " T O T . O . H A N D R A I L 3' - 9 1 7 9 / 2 5 6 " T O T . O . G U A R D R A I L STEEL BAR 05 50 00.E01 CAST NOSING 05 50 00.H01 HANDRAIL, STEEL 05 52 13.B01 RAILING, STEEL 05 52 13.A01 RAILING, STEEL 05 52 13.A01 1 1/2" X 1 1/2" PIPE RAIL AND POSTS 1 1/2" DIA. 1/2" x 1/2" @ 4" O.C. MAX., TYP. 1 1/2" X 1 1/2" PIPE RAIL AND POSTS AT GARAGE STAIRS 1" NOSING TYP. ________________19 R1.A6.202 ALIGN ALIGN 3' - 6 " T Y P . HANDRAIL, STEEL 05 52 13.B01 RAILING, STEEL 05 52 13.A01 SPRING HINGE STEEL BAR 05 50 00.E01 RAILING, STEEL 05 52 13.A01 1 1/2" x 1 1/2" PIPE RAIL AND POSTS 1 1/2" O.D. 1 1/2" x 1 1/2" PIPE RAIL AND POSTS 1/2" x 1/2" @ 4" O.C. MAX., TYP. STEEL CATCH PLATE 1 1/2" x 1 1/2" PIPE RAIL AND POSTS RAILING, STEEL 05 52 13.A01 STEEL BAR 05 50 00.E01 CAST-IN-PLACE CONC 03 30 00.A00 OF POST 3" 3' - 6 " L A N D I N G T O T . O . O F R A I L HANDRAIL, STEEL 05 52 13.B01 1/2" x 1/2" @ 4" O.C. MAX., TYP. 1 1/2" x 1 1/2" PIPE RAIL AND POSTS 1 1/2" DIA. O.D. TREADS, RISERS AND LANDINGS, TYP. 4" MAX. STEEL PLATE 05 50 00.C01 6" X 4" TO MATCH STAIR FINISH, TYP. ALIGN AL I G N 4" STEEL PLATE 05 50 00.C01 3/16" THK. TYP. 3" STEEL BAR 05 50 00.E01 1/2" x 1/2" @ 4" O.C. MAX., TYP. RAILING, STEEL 05 52 13.A01 1 1/2" x 1 1/2" PIPE RAIL AND POSTS GROUT 05 51 00.K00 1 1/2" X 1 1/2" VERT. RAIL SLEEVED INTO CONCRETE TREAD. SET W/ NON-SHRINK GROUT & SECURED W. NELSON STUDS, TYP. RAILING, STEEL 05 52 13.A01 BRACKET 05 52 13.I00 HANDRAIL, STEEL 05 52 13.B01 1 1/2" DIA. STEEL W. CONCELAED FASTENERS 1 1/2" . 1 1/2" x 1 1/2" PIPE RAIL AND POSTS STEEL BAR 05 50 00.E01 1/2" x 1/2" @ 4" O.C. MAX., TYP. 3' - 6 " TR E A D N O S I N G T O T O P O F G U A R D R A I L 19" 4" 3" 13" 2' - 1 0 " TR E A D N O S I N G T O T O P O F H A N D R A I L ________________14 R1.A6.202 ________________15 R1.A6.202 OF VERT. POST ELEVATION PLAN VIEW 1 1 / 2 " 1 3 / 4 " 1 " 4"4" 03 TYP TREAD 11" ________________11 R1.A6.202 13 R1.A6.202 ________________ TR E A D N O S I N G T O T . O . H A N D R A I L 2' - 1 0 ' ' . T. O . H A N D R A I L 2' - 1 0 ' ' . T. O . G U A R D R A I L 3' - 6 " BEYOND 1 1/2"2' - 1 0 ' ' T O T . O . H A N D R A I L 3' - 6 " T O T . O . G U A R D R A I L 18 R1.A6.202 ________________ 1 1/2" 4" ________________14 R1.A6.202 TYP TREAD 11" TR E A D N O S I N G T O T . O . H A N D R A I L 2' - 1 0 ' ' . 1' - 0" 3 1/2" 3' - 6 " T O T . O . G U A R D R A I L 2' - 1 0 ' ' .________________18 R1.A6.202 05 2' - 1 0 ' ' . 3' - 6 " 1' - 3 1/4" TYP TREAD 11" TR E A D N O S I N G T O T . O . H A N D R A I L 2' - 1 0 ' ' . 13 R1.A6.202 ________________ 11 STAIR NOSING EDGE ABOVE STAIR NOSING EDGE 1" 1" EQ . EQ . AL I G N 3" 3" AL I G N RAILING, STEEL 05 52 13.A01 STEEL PLATE 05 50 00.C01 1 1/2" X 1 1/2" VERT. RAIL WELDED TO STL. PLATE 1"2" (E) CONCRETE STAIR (N) CONCRETE TREAD OVER (E) CONC. TREAD. ROUGHEN (E) CONC.TO ACCEPT (N) CONC. EMBED 6X6 WELDED WIRE REINFORCEMENT IN CONCRETE TO MEET ASTM A185 STANDARDS. FINISH TO MATCH ADJACENT CONCRETE FLOOR. CONTRASTING STRIPE, MT-3. PROVIDE SLIP COEFF. EQ TO ADJ. CONC. SURFACE, TYP (E) CONCRETE SLAB OVER METAL DECK, VIF 2" 2" LINE OF (E) CONCRETE TREAD. CHIP OUT PORTION OF TREAD AS REQ'D FOR (N) 2" THICK TOPPING, TYP. 1" TYP 2" MIN EXISTING CONC. SLAB, V.I.F. TOP OF (N) CONC. TOPPING SLAB 2" 2" 15/16" TYP.2" MIN 2" MIN (E) CONCRETE STAIR (N) CONCRETE TREAD OVER (E) CONC. TREAD. ROUGHEN (E) CONC.TO ACCEPT (N) CONC. EMBED 6X6 WELDED WIRE REINFORCEMENT IN CONCRETE TO MEET ASTM A185 STANDARDS. FINISH TO MATCH ADJACENT CONCRETE FLOOR. CONTRASTING STRIPE, MT-3. PROVIDE SLIP COEF. EQ TO ADJ. CONC. SURFACE, TYP LINE OF (E) CONCRETE TREAD. CHIP OUT PORTION OF TREAD AS REQ'D FOR (N) 2" THICK TOPPING, TYP. (E) PARTITION BELOW, V.I.F. 1"2" SCALE:3" = 1'-0" PLAN @ DIRECTIONAL GATE17 SCALE:1" = 1'-0" ELEVATION - TYPICAL STAIR RAIL07 SCALE:1" = 1'-0" ELEVATION @ TOP OF STAIR05 SCALE:1" = 1'-0" CONDITION @ TYP. FIRST RUN06 SCALE:1" = 1'-0" ELEVATION @ DIRECTIONAL GATE08 SCALE:1" = 1'-0" ELEVATION @ TYP. TOP LANDING01 SCALE:6" = 1'-0" SECTION @ VERTICAL RAIL SUPPORT15 SCALE:6" = 1'-0" SECTION @ VERTICAL SUPPORT14 SCALE:3" = 1'-0" STL. PLATE SECTION DETAIL @ GUARDRAIL12 SCALE:3" = 1'-0" DETAIL @ GUARDRAIL111 SCALE:1" = 1'-0" ELEVATION @ MID RUN103 SCALE:1" = 1'-0" ELEVATION @ TYP 1ST LANDING104 SCALE:3" = 1'-0" SECTION @ SIDE MTD GUARDRAIL113 SCALE:1" = 1'-0" SECTION @ TYP INTERMED. LANDING109 SCALE:1" = 1'-0" SECTION @ TYP LANDING110 SCALE:1" = 1'-0" ELEVATION @ TOP LANDING102SCALE:6" = 1'-0" PLAN DETAIL118 SCALE:6" = 1'-0" PLAN @ VERTICAL SUPPORT19 SCALE:1 1/2" = 1'-0" CONTRAST. STRIPE @ FOOT OF STR 1216SCALE:1 1/2" = 1'-0" CONTRASTING STRIPE @ HEAD 0F STAIR 1220 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 3 8 : 3 3 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.202 CONCRETE STAIR & PIPE GUARDRAIL DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 WATERPROOFING REFER TO WATERPOROOFING CONSULTANT DOCUMENTS POOL COPING EDGE, BY POOL CONTRACTOR. NON SLIP SURFACE AND SLOPE AWAY FROM DRAIN FLUID APPLIED WP ASSEMBLY NON-SLIP DECK SURFACE - PER LANDSCAPE T.O.WATER 3' - 6 " M I N T O B . O . P O O L POOL FINISH COATING, BY POOL CONTRACTOR. WHITE FINISH 26 25 41 T.O.WATER WATERPROOFING REFER TO WATERPOROOFING CONSULTANT DOCUMENTS POOL FINISH COATING, BY POOL CONTRACTOR. WHITE FINISH POOL COPING EDGE, BY POOL CONTRACTOR. NON SLIP SURFACE AND SLOPE AWAY FROM DRAIN FLUID APPLIED WP ASSEMBLY NON-SLIP DECK SURFACE - PER LANDSCAPE 3' - 6 " M I N T O B . O . P O O L 25 26 10 1 / 2 " 1' - 0" 10 1 / 2 " 1' - 0"10 1 / 2 " 1' - 4" 10 1 / 2 " 1' - 11 1/2" 26 28 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1 1/2" = 1'-0" 9/ 2 3 / 2 0 2 4 1 1 : 3 8 : 3 9 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.203 POOL DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" TYP. POOL EDGE CONDITION04 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3. 25 BICYCLE PARKING PUBLIC 26 BRIDGING RAMP OVER PIPING 29 PLUMBING RISER WALL FURRING TO BE COORDINATED WITH TENANT IMPROVEMENT, SEPARATE PERMIT REVIEW AND APPROVAL. 41 POOL IS UNDER SEPARATE PERMIT, SHOWIN ONLY FOR REFERENCE SCALE:1 1/2" = 1'-0" POOL STAIR SECTION1 A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H H 1/7/25 STRUCTURAL CONCRETE ROOF DECK AIR / VAPOR BARRIER TAPERED RIGID INSULATION COVER BOARD: MIN. 1/2" DENS DECK 07 54 19 PVC ROOF MEMRANE FLASHING MEMBRANE FASTENER AND DISC BASE FLASHING, PVC ROOFING MEMBRANE 12 I N C H E S M I N . SEALANT PIPE PENETRATION STAINLESS STEEL HOSE CLAMP ALUM. TAPE AS REQUIRED 12 I N C H E S M I N . HOT-AIR WELD PVC ROOFING MEMBRANE FLASHING MEMBRANE ROOFING MEMBRANE SECUREMENT GROMMETTED FASTENER 12" O.C. SET IN SEALANT SEALANT PER MFG. 1/2" DENS DECK S.S. FLASHING W/ DRIP EDGE S.S 2 PIECE COUNTERFLASHING (XXXX MATERIAL FOR SIDING) WATERPROOFING MEMBRANE PVC TERMINATION BAR TO T O P O F C U R B 12 " I N C H E S M I N . 07 54 19 FLASHING 08 11 13 MTL. DOOR THRESHOLD 06 10 53 TREATED WOOD BLOCKING GROMMETTED FASTENER 12" O.C. SET IN SEALANT HOT-AIR WELD 07 54 19 PVC ROOFING MEMBRANE 11" SLOPED THRESHOLD DOOR PER SCHEDULELINE OF FLOOR NOTED ON PLANS TYP. 1/ 2 " TYP. 2" 4" 2" 2" PROVIDE DECK CLAMPS AND DRAIN BODY EXTENSIONS AT BARE ROOF DECK LOCATIONS 1'-6" MIN.HOT-AIR WELD 4" CONT. PVC ROOFING MEMBRANE DRAIN STRAINER 2" 2" OVERFLOW CLAMPING RING DRAIN PIPE STRUCT. CONC. ROOF DECKCLAMPING RING FLASHING MEMBRANE 1/2" DENS DECK RIGID INSUL. VAPOR BARRIER FASTENER AND DISC LOW POINT (L.P. ROOF) CLAMPING RING FLASHING MEMBRANE VAPOR BARRIER NOTES: 1. DETAILS TO BE USED IN CONJUNCTION WITH STANDARD GUIDE SPECIFICATIONS CONTAINING REQUIREMENTS FOR NAILERS, INSULATION, SLIP SHEETS, ETC. 2. FIELD MEMBRANE SEAMS MUST NOT RUN THRU DRAIN BOWL. 3. ALL MEMBRANE CUTS MUST BE ROUNDED TO PREVENT TEARING. 4. REPLACE ANY BROKEN COMPONENTS (DRAINS, RINGS, BOLTS, ETC.) 5. SUMP AREA MUST BE PROPERLY TAPERED SO THAT THE DRAIN FLASHING IS NOT INSTALLED UNDER TENDSION, SUMP AREA TO BE 4'X8'. 6. SEALANT IS REQUIRED ON ALL CUT OR NON-ENCAPSULATED EDGES OF REINFORCED MEMBRANE. THIS INCLUDES FACTORY CUT MEMBRANE. 3' - 6 " 3' - 6 " 7" STEEL WALK-THRU LADDER W/ 3/4" STEEL RUNGS CAPABLE OF SUPPORTING A 300 LB LOAD. PROVIDE HIGH PERFORMANCE COATING. BOLT TO CONC. WALL W/1/2" DIA. HILTI KWIK BOLT TZ2 WEDGE ANCHORS. ROOF WEST 170' - 0" INTERIOREXTERIOR 60 MIL MEMBRANE PVC FELTBACK ROOFING FULLY ADHERED 1/4" DENSDECK FULLY ADHERED TAPERED ROOF INSULATION FULLY ADHERED CONCRETE ROOF DECK PER STRUCTURAL HOT AIR WELD PVC WALL FLASHING MEMBRANE S.S. CAP FLASHING W/ DRIP EDGE & CLEATS AIR/VAPOR BARRIER 3' - 6 " M I N TOP ROOF WEST 183' - 6" 60 MIL MEMBRANE PVC FELTBACK ROOFING FULLY ADHERED 1/4" DENSDECK FULLY ADHERED TAPERED ROOF INSULATION FULLY ADHERED CONCRETE ROOF DECK PER STRUCTURAL HOT AIR WELD PVC WALL FLASHING MEMBRANE S.S. CAP FLASHING W/ DRIP EDGE & CLEATS 3' - 6 " M I N . AIR/VAPOR BARRIER INTERIOREXTERIOR ROOF WEST 170' - 0" 60 MIL MEMBRANE PVC FELTBACK ROOFING FULLY ADHERED 1/4" DENSDECK FULLY ADHERED TAPERED ROOF INSULATION FULLY ADHERED HOT AIR WELD PVC WALL FLASHING MEMBRANE AIR/VAPOR BARRIER TERMINATION BAR & SEALANT REFER TO WATERPROOFING DETAIL DRAWINGS 8" M IN CONC. CORE WALL - PAINTED SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 3 8 : 5 0 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.204 ROOFING DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" ROOF ASSEMBLY, TYP.03 SCALE:3" = 1'-0" ROOF - PIPE PENETRATION FLASHING02 SCALE:3" = 1'-0" ROOF MEMBRANE @ WALL FINSIH01 SCALE:3" = 1'-0" ROOF @ CONC. CURB/DOOR THRESHOLD04SCALE:1 1/2" = 1'-0" ROOF - DRAIN SECTION07 SCALE:3/8" = 1'-0" FIXED ROOF ACCESS LADDER05 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit H SCALE:3/4" = 1'-0" SHADOW BOX PARAPET AT ROOF LEVEL09 SCALE:3/4" = 1'-0" PARAPET DETAIL AT HIGH ROOF08 SCALE:3/4" = 1'-0" ROOF TRANSITION06 1/7/25 08 80 00.E00 LAMINATED GLASS 08 80 00.E00 LAMINATED GLASS 08 80 00.E00 LAMINATED GLASS MLRGC12 05 73 13 GLAZED DECORATIVE METAL RAILINGS 05 73 13 GLAZED DECORATIVE METAL RAILINGS 05 73 13 GLAZED DECORATIVE METAL RAILINGS MLRGC12 MLRGC12 9/16"GL03 9/16"GL03 9/16"GL03 8' - 0 " 5' - 4 " 5" 2 ' - 2 " 2 ' - 2 " 6 " 3/4" 9/16" TH. LAMI. GLASS PANEL 8 1 / 4 " 8" 8 1/4" 1 3/4" 5" BRUSHED SS GLASS CLAMP MAX SPACING PER TABLE MAX SPACING PER TABLE MAX SPACING PER TABLE 3/4" TH. BRUSHED SS POST 5/8" TH. SS FLANGE 8 1 / 4 " 8"5" 8 1/4" BRUSHED SS GLASS CLAMP 5/8" TH. SS FLANGE 3/4" TH. BRUSHED SS POST 8 1 / 4 " 8" 8 1/4" 1 3/4"2 1/2" 5" BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL 8 1 / 4 " 8" 8 1/4" 8"2' - 7 1 / 4 " 5" 2' - 2 1 / 4 " 2' - 2 1 / 2 " 3 7 / 8 " A I R S P A C E 8' - 0 " S Y S T E M H E I G H T 3" PLAN VIEW SECTION VIEW MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS 08 80 00.E00 LAMINATED GLASS 9/16"GL03 5' - 4 " 6" BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL 8 1 / 4 " 8" 8 1/4" PLAN VIEWSECTION VIEW MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS 05 73 13 GLAZED DECORATIVE METAL RAILINGS MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 6" 2' - 2 " 2' - 2 " 5" BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL5' - 4 " 8' - 0 " MLRGC12 2 1/2" 3' - 1 " 3' - 0 " 8 1 / 4 " 8" 8 1/4" 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS PLAN VIEW SECTION VIEW MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS 8' - 0 " 5" BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL PLAN VIEW SECTION VIEW MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS 05 73 13 GLAZED DECORATIVE METAL RAILINGS MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 3" 1 ' - 5 " 1 ' - 5 " 1 ' - 5 " 1' - 8 " 4' - 6 " BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL PLAN VIEWSECTION VIEW MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS 08 80 00.E00 LAMINATED GLASS 9/16"GL03 1' - 5 " 1' - 5 " 1' - 3 " 5"8 1 / 4 " 8" 8 1/4" 05 73 13 GLAZED DECORATIVE METAL RAILINGS MLRGC12 BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL 4' - 6 " PLAN VIEW SECTION VIEW MLRGC12 9/16"GL03 9/16"GL03 MLRGC12 08 80 00.E00 LAMINATED GLASS 05 73 13 GLAZED DECORATIVE METAL RAILINGS 05 70 00.B00 ALUMINUM 08 80 00.E00 LAMINATED GLASS 8 1/4" 8 1 / 4 " 8" 3" 1 ' - 5 " 1 ' - 5 " 1 ' - 5 " 4' - 6 " 1' - 8 " BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL 08 80 00.E00 LAMINATED GLASS MLRGC12 05 73 13 GLAZED DECORATIVE METAL RAILINGS 4' - 6 " 3" 1 ' - 5 " 1 ' - 5 " 1 ' - 5 " 3" 05 73 13 GLAZED DECORATIVE METAL RAILINGS 05 73 13 GLAZED DECORATIVE METAL RAILINGS MLRGC12 GL03GL039/16"GL03 08 80 00.E00 LAMINATED GLASS 08 80 00.E00 LAMINATED GLASS 9/16"9/16" 3 7 / 8 " 08 80 00.E00 LAMINATED GLASS 08 80 00.E00 LAMINATED GLASS 08 80 00.E00 LAMINATED GLASS MLRGC12 05 73 13 GLAZED DECORATIVE METAL RAILINGS 5' - 0 " 5" 1' - 6 " 1' - 6 " 1' - 6 " 05 73 13 GLAZED DECORATIVE METAL RAILINGS 05 73 13 GLAZED DECORATIVE METAL RAILINGS MLRGC12 MLRGC12 9/16"GL03 9/16"GL03 9/16"GL03 PLAN VIEW SECTION VIEW MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 8 1 / 4 " 8" 8 1/4" 5" 1 ' - 6 " 1 ' - 6 " 1 ' - 6 " 05 73 13 GLAZED DECORATIVE METAL RAILINGS 5' - 0 " BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL PLAN VIEWSECTION VIEW MLRGC12 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS 08 80 00.E00 LAMINATED GLASS 9/16"GL03 05 73 13 GLAZED DECORATIVE METAL RAILINGS MLRGC12 1' - 6 " 1' - 6 " 1' - 6 " 5"8 1 / 4 " 8" 8 1/4" 5' - 0 " BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL PLAN VIEW SECTION VIEW MLRGC12 9/16"GL03 GL03 MLRGC12 9/16" 08 80 00.E00 LAMINATED GLASS 05 73 13 GLAZED DECORATIVE METAL RAILINGS 08 80 00.E00 LAMINATED GLASS 05 73 13 GLAZED DECORATIVE METAL RAILINGS 5" 1 ' - 6 " 1 ' - 6 " 1 ' - 6 " 8 1/4" 8 1 / 4 " 8" 5' - 0 " BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL INTERIOR EXTERIOR SLOPE MECHANICALLY FASTENED PVC SHEET UP B.O. WALL TIE UNDER PARAPET CAP CONCRETE SLAB CAULK PRECAST OR STONE CAP-SET ON REAR STRUCTURAL WALL PEEL & STICK WP W/ BAFFLE @ SYSTEM CAP MLRGC1205 73 13 GLAZED DECORATIVE METAL RAILINGS 9/16"GL03 LAMINATED GLASS GUARDRAIL STEEL COVER PLATE DRIP CAP FLASHING DRIP CAP FLASHING WATERPROOFING MEMBRANE AND AIR BARRIER COVER BOARD: MIN. 1/2" DENS DECK 1' - 8 " 1 1 " 1 ' - 9 " BRICK VENEER VENEER MORTAR BED 04 26 13 04 26 13 BRICK VENEER 1" TILE ASSEMBLY REFER TO LANDSCAPE PLANS SLOPPED MOTAR TOPPING MATERIAL DRAINAGE/PROTECTION BOARD AND WATERPROOFING PER WATERPROOFING CONSULTANT MORTAR SETTING BED 5' - 0 " 2' - 1 " © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3/4" = 1'-0" 9/ 2 3 / 2 0 2 4 1 1 : 3 9 : 0 0 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.205 GUARDRAIL DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3/4" = 1'-0" POOL GLASS GUARDRAIL ELEVATION01 SCALE:3/4" = 1'-0" GLASS GUARDRAIL PLAN TYPICAL02 SCALE:3/4" = 1'-0" POOL GLASS GUARDRAIL SECTION -CENTER03SCALE:3/4" = 1'-0" POOL GLASS GUARDRAIL SECTION - RIGHT04 SCALE:3/4" = 1'-0" POOL GLASS GUARDRAIL SECTIONS - LEFT05 SCALE:3/4" = 1'-0" RESIDENTIAL GLASS GUARDRAIL - CENTER06 SCALE:3/4" = 1'-0" RESIDENTIAL GLASS GUARDRAIL - RIGHT07 SCALE:3/4" = 1'-0" RESIDENTIAL GLASS GUARDRAIL - LEFT08 SCALE:3/4" = 1'-0" RESIDENTIAL GLASS GUARDRAIL ELEVATION09 SCALE:3/4" = 1'-0" PUBLIC AREA GLASS GUARDRAIL ELEVATION10 SCALE:3/4" = 1'-0" PUBLIC AREA GLASS GUARDRAIL - CENTER13 SCALE:3/4" = 1'-0" PUBLIC AREA GLASS GUARDRAIL - RIGHT11 SCALE:3/4" = 1'-0" PUBLIC AREA GLASS GUARDRAIL - LEFT12SCALE:3/4" = 1'-0" GUARDRAIL AT BRICK WALLS14 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 INTERIOR EXTERIOR SLOPE MECHANICALLY FASTENED PVC SHEET UP B.O. WALL TIE UNDER PARAPET CAP CONCRETE SLAB TILE ASSEMBLY REFER TO LANDSCAPE PLANS CAULK PRECAST OR STONE CAP-SET ON REAR STRUCTURAL WALL RAINSCREEN WALL ASSEMBLY PEEL & STICK WP W/ BAFFLE @ SYSTEM CAP MLRGC129/16"GL03 WALL FINISH TBD GUARDRAIL STEEL COVER PLATE DRIP CAP FLASHING DRIP CAP FLASHING WATERPROOFING MEMBRANE AND AIR BARRIER COVER BOARD: MIN. 1/2" DENS DECK 1' - 8 " 1 1 " 1 ' - 9 " SLOPE 5' - 0 " EXTERIOR FRAMING PER CONTRACTOR 06 16 00 F.F.L SECTION VIEW CABLE RAILING F.F.L 4" 4" 4" 4" 4" 4" 4" 4" 6" HA N D R A I L 2' - 1 1 1 / 2 " GU A R D R A I L 3' - 6 1 / 4 " 03 30 00.A00 CAST-IN-PLACE CONC 4 1 / 2 " 4" 4" 4" 4" 4" 4" 4" 4" 5 1 / 2 " STRUCTURAL COLUMN INTERIOR EXTERIOR SLOPE MECHANICALLY FASTENED PVC SHEET UP B.O. WALL TIE UNDER PARAPET CAP CONCRETE SLAB TILE ASSEMBLY REFER TO LANDSCAPE PLANS CAULK PRECAST OR STONE CAP-SET ON REAR STRUCTURAL WALL RAINSCREEN WALL ASSEMBLY PEEL & STICK WP W/ BAFFLE @ SYSTEM CAP MLRGC129/16"GL03 WALL FINISH TBD GUARDRAIL STEEL COVER PLATE DRIP CAP FLASHING DRIP CAP FLASHING WATERPROOFING MEMBRANE AND AIR BARRIER COVER BOARD: MIN. 1/2" DENS DECK 1' - 8 " 1 1 " 1 ' - 9 " SLOPE 5' - 0 " EXTERIOR FRAMING PER CONTRACTOR 06 16 00 S.S. FLASHING W/ DRIP EDGE WATERPROOFING MEMBRANE FORMED ANGLE, GALVANIZED, ATTACHED WITH #14 SCREWS ALUMINUM PANEL METAL SCREEN PERFORATED PANEL SHIM AS REQUIRED, REFER TO STRUCTURAL ELASTOMERIC COATING. PER WATERPROOFING CONSULTANT SLOPE 1/8" / ft. ________________02 R1.A6.102 ________________07 R1.A6.108 DRIP GROOVE INTERIOR EXTERIOR FINISH FLOOR LEVEL 3' - 6 " BASE PLATE TO BE WELDED TO SLAB. EMBED PLATE PER STRUCTURAL 60" MIN. CLR. SCALE:3/4" = 1'-0" GUARDRAIL AT LEVEL 901 SCALE:1 : 20 PARKING HANDRAIL TYP DETAIL03 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 3 9 : 0 5 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.206 GUARDRAIL DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3/4" = 1'-0" GUARDRAIL AT LEVEL 702 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit SCALE:3/4" = 1'-0" WT05 BALCONY SECTION RESIDENTIAL05H 1/7/25 PARKING INTERIOREXTERIOR CONCRETE SLAB, SEE STRUCTURAL 2' - 9 " 9" 1-1/2" DIA S.S. PIPE RAIL 3/4" DIA. S.S. BRACKET @ 6'-0" OC MAX #12 GA SELF TAPPING SCREW (2- TOT MIN) CONCRETE BARRIER, SEE STRUCTURAL 3' - 6 " 6" ROUND BOLLARD COVER WITH DOME TOP (COLOR: YELLOW) FILLED WITH CONCRETE (REFER TO STRUCTURAL FOR STRENGTH OF CONCRETE) CONCRETE MAT SLAB. REFER TO STRUCTURAL DWG. 05 50 00.F01 STEEL TUBING 1'x1'x5/8" STEEL BASE PLATE WITH (4) 3/4" DIA A307 BOLTS WELDED TO EMBED PLATE. REFER TO STRUCTURAL DETAIL 9/R1.S8.11. STEEL EMBED PLATE REFER TO STRUCTURAL DETAIL 9/R1.S8.11. 4' - 0 " M A X J J SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 11/19/2024 4:36:24 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A6.208 EXTERIOR DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" TYP BARRIER @ PARKING01 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit I 09/20/2024 Reissue for Plan Check J 11/22/2024 Reissue for Plan Check SCALE:3/4" = 1'-0" DETAIL PIPE BOLLARD02I 1/7/25 MAX TYP 45°. VERTICAL STRUT @ 12'-0" O.C. MAX & 6'-0" MIN FROM PERIMETER WALLS FRO MAIN RUNNERS & 4'-0" FOR CROSS RUNNERS. REFER TO DETAIL ON THIS SHEET. 12 GA VERTICAL HANGER WIRE @ 4'-0" EACH WAY W/ MIN 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (TYP) 12 GA. SPLAY BRACE WIRE IN 4 DIRECTIONS 90 DEG APART @ 12'-0" X 8'-0" O.C. WITH 4 TIGHT TURNS IN 1 1/2" NOTES: 1. 2" MAX FROM BRACING WIRES TO CROSS RUNNERS. 2. SUSPENDED CEILING ATTACHMENTS IN ACCORDANCE WITH ICC ESR #1222 MAIN RUNNERS MAIN RUNNERS S E N W 4'-0" TYP SEE NOTE 1 EA WAY 45°. 45°. MAX TYP 60°. SUPPLEMENTARY HANGER WIRE, WHERE REQ'D (REFER TO CHART ON THIS SHEET). WIRE TO BE 12 GA WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO STRUCTURE. MIN. OF 3 WIRE TURNS EA CONNECTION POINT. 12 GA FIXTURE SUPPORT WIRES AT A MIN OF 2 CORNERS LOCATED DIAGONALLY @ EA FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. MAIN STRUCTURAL RUNNER 4'-0" O.C. CROSS TEE RECESSED FLUORESCENT FIXTURE THIS DETAIL APPLIES TO SEISMIC CATEGORIES D/E/F. FOR CATEGORY C, SEE CHART ON THIS SHEET. AT UNATTACHED WALLS: PROVIDE APPROVED SEISMIC CLIPS AT EACH T-BAR PER DETAIL ON THIS SHEET. STANDARD 7/8" PERIMETER MOLDING TO BE PROVIDED. UN A T T A C H E D W A L L UNATTACHED WALL ATTACHED WALL ONLY WHEN EXPRESSLY APPROVED BY THE ARCHITECT AS A DEDUCT ALTERNATE SHALL 2" MOLDING BE PROVIDED IN LIEU OF CLIPS. THIS ALTERNATE REQUIRES SPREADER BARS AS INDICATED IN DASHED LINES AT ATTACHED WALLS: PROVIDE APPROVED SEISMIC CLIPS AT EACH T-BAR PER DETAIL ON THIS SHEET. STANDARD 7/8" PERIMETER MOLDING TO BE PROVIDED. ONLY WHEN EXPRESSLY APPROVED BY THE ARCHITECT AS A DEDUCT ALTERNATE SHALL POP RIVETS BE USED GRID END CLEARANCE AT UNATTACHED WALLS TO MEET MIN. CODE RQTS. REFER TO TABLE ON THIS SHEET. PERIMETER HANGER WIRES AT CROSS AND MAIN RUNNERS, AS REQUIRED BY CODE. REFER TO TABLE ON THIS SHEET. VERTICAL HANGER WIRES (12GA) @ 4' O.C. MAX) COMPRESSION EMT POST PER SCHEDULE HANGER WIRE BRACE WIRES, TYP CROSS TEE MAIN TEE COMPRESSION STUD OR CHANNEL & VERTICAL SUPPORT PER SCHEDULE BRACE WIRES, TYP CROSS TEE MAIN TEE COMPRESSION STUD OR CHANNEL & VERTICAL SUPPORT PER SCHEDULE CROSS TEE MAIN TEE ANGLED SPLAY STUDS (SET AT SAME ANGLE TO GRID AND 90 DEG TO EACH OTHER) OR LESS45 DEG TYP 2" MAX, TYP EMT CONDUIT SCHEDULE 3/4" DIA UP TO 4'-0" 1" DIA UP TO 5'-6" 1 1/4" DIA UP TO 7'-0" METAL STUD SCHEDULE (1) 3-5/8" (25GA)-UP TO 8'-0" (2) 1-5/8" (25GA)-UP TO 10'-0" INSTALL PER BELOW (2) 2-1/2" (25GA)-UP TO 15'-0" INSTALL PER BELOW (2) 3-5/8" (25GA) -UP TO 20'-0" INSTALLED AS FOLLOWS: METAL CHANNEL SCHEDULE 250T125-33 (20GA) - UP TO 6'-0" 400S137-33 (20GA) - UP TO 8'-0" TUBE STRUT OPTION STUD/CHANNEL OPTION 1 STUD/CHANNEL OPTION 2 #8 SMS @ 12" O.C. HANGER WIRE 8" MAX. 7/8" ANGLE TO MATCH T-BAR, TYP. 8" MAX. 7/8" EXPANSION CLIP, FIXED TO PERIMETER ANGLE, INSTALLED PER MNF HANGER WIRE 8" MAX. TYP. - ATTACH 7/8" ANGLE TO: A) 18 GA. STUD W/1-1/4" S-12 PAN HEAD SCREWS B)18 GA. STUD W/1-1/4" HI-LO MOD. OVAL HEAD 7/8" 8" MAX. CODE REQ'D GAP EXPANSION CLIP, ALLOWED TO SLIP, INSTALLED PER MNF DETAIL AT FIXED CONDITION DETAIL AT SLIP CONDITION CODE REQ'D GAP REFER TO CHART ON THIS SHEET NOTE: REFER TO ICC #ESR-1222 & 3336 BEAM CONNECTION (CISCA FIG 4-A) NON-SFRS STRUCTURAL STEEL MEMBER. REMOVE AND REPLACE FIREPROOFING FOR CONNECTION OF CLIPS 0.157 DIA. X 1/2" SHOT PINS (HILTI OR EQUAL) MIN 3/4" WIDE X 13 GA. CLIP (HILTI OR EQUAL) @ HANGERS HANGER WIRE (3 TURNS MIN) SPLAY WIRE (4 TURNS MIN) MIN 1" WIDE x 2" LONG x 13 GA. CLIP (HILTI OR EQUAL) @ SPLAY WIRES 3/ 1 6 " M I N 3/8" MAX OPEN WEB JOISTS (CISCA FIG 4-B) WEB MEMBERS BOTTOM CHORD HANGER WIRE (3 TURNS MIN) SPLAY WIRE (4 TURNS MIN) MIN 3" WIDE x 4" LONG x 12GA STRAPS @ SPLAY WIRES METAL DECKING (MIN 20 GA) WITHOUT CONCRETE ROOF DECKING (CISCA FIG 4-C/D) (2) #8 x 1/2" SELF TAPPING SCREWS #3 x 12" REBAR. TIE HANGER WIRE TO REBAR WITH (3) WRAPS AROUND BAR AND ONE WRAP AROUND WIRE 1" MIN 1/4" MAX APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). CLIP PER FIG 4A ABOVE. SELF-TAPPING SCREWS ONLY ALLOWED PRIOR TO CONC. POUR STRUCTURAL CONCRETE FILL CONC. SLAB (CISCA FIG 5-B/C/D) WIRE 'PIGTAIL' W/ 2" DIA LOOP & 4" TAIL (ONLY ACCEPTABLE W/ CONC. FILL) APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). CLIP PER FIG 4A ABOVE. APPROVED "RED HEAD" EYE BOLT IS ALSO ACCEPTABLE (LOAD TEST REQ'D) (3) 1 1/2"x 9GA STAPLES OR (3) STRONGHOLD 'J' NAILS AT EACH WIRE LOOP 1" M I N WOOD JOIST OR RAFTER, OR 2x BLOCKING W/ 2-16d COMMON NAILS EA. END 2" M I N 1/4" DIA SCREW EYE WITH FULL THREAD EMBEDMENT (1-1/4" MIN) 1/4" DIA. DRILLED HOLE 1/4" DIA SCREW EYE WITH FULL THREAD EMBEDMENT (1-1/4" MIN) WOOD JOIST OR RAFTER, TYP 3" M A X WOOD STRUCTURE (CISCA FIG 2-A/B/C/D) 1.5"x1.5"x13GAx3" ANGLE ATTACHED TO DECK W/ APPROVED SHOT PINS (HILTI OR EQUAL) SLOT END OF TUBE. FASTEN TO ANGLE W/ #10 x 2" S.M.S. CUT METAL STUD FLANGES & BEND 90 DEGREES. ATTACH TO STRUCTURE W/ APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). 2" CHANNE L STRUT TUBE STRUT COMPRESSION STRUT ATTACHMENT MAIN RUNNERS: 1-1/2" COLD ROLLED CHANNEL. @ 48" O.C. MAX. PROVIDE 9GA VERTICAL HANGER WIRES @ 36" MAX & 8" MAX FROM PERIMETER WALLS, WITH SADDLE TIE WRAPPED WITH 3 TIGHT TURNSBRACE WIRES/STRUTS: PROVIDE FOR EACH 96 SF OF CEILING AREA. BRACE WIRES MAY BE OMITTED FOR CONTINUOUS LEVEL CEILING WITH POSITIVE ATTACHMENT TO ALL PERIMETER WALLS 96 SF DRYWALL FURRING CHANNELS: 7/8" x 25 GA @ 16" O.C. MAX. ATTACH GYP. BD. W/ 1" HI-LO TYPE 'S' BUGLE HEAD SCREWS @ 12" O.C. MAX (3-1/4" MIN EDGE DISTANCE) ATTACH MAIN RUNNERS TO PERIMETER WALLS W/ CONTINUOUS 1.5"x1.5"x16GA ANGLE. ATTACH TO RUNNER WITH #8 x 1/2" S.M.S. 4" X 16 GA. STEEL STUD COMPRESSION STRUT (MAX. LENGTH 5'-0") ATTACH FURRING CHANNEL W/ SADDLE TIE 16 GA. WIRE & 2 TIGHT TURNS TYP. EA RUNNER. MAIN RUNNERS: 1-1/2" COLD ROLLED CHANNEL. @ 48" O.C. MAX. PROVIDE 9GA VERTICAL HANGER WIRES @ 36" MAX & 0-8" MAX FROM PERIMETER WALLS & DISCONTINUITIES, WITH SADDLE TIE WRAPPED WITH 3 TIGHT TURNS. NOTCH STRUT AT MAIN RUNNER. SECURE W/ 1-1/4" DIA MACHINE BOLT 12 GA MIN. BRACE WIRES WHERE REQUIRED. SPLAY IN FOUR DIRECTIONS 90 DEG APART. CONNET TO MAIN RUNNER AT 2" MAX FROM CROSS RUNNER AND TO STRUCTURE ABOVE AT 45 DEG MAX SLOPE. BRACE POINTS TO BE AT 12'-0" INTERVALS, & 4'-0" MAX FROM PERIMETER WALLS. SADDLE TIE TO MAIN RUNNER W/ 4 TIGHT TURNS IN 1 1/2". MAINTAIN CLEARANCE AT ALL CONSTRUCTION 5/8" TYPE 'X' GYP. BD. ALIGN STEEL STUD FRAMING TO STRUCTURE ABOVE SUSPENDED ACOUSTICAL TILE CEILING SUSPENDED 5/8" GWB CEILING 6" METAL FRAMING SUSPENSION CEILING SEE REFLECTED CEILING PLAN CASING BEAD GYPSUM BOARD 0' - 6 3/64" 1/ 2 " 1/ 2 " PER RCP 6" SCALE:3" = 1'-0" SUSPENDED ACOUSTICAL CEILING AXON02 SCALE:3" = 1'-0" CEILING - TYP LIGHT FIXTURE03 SCALE:1/4" = 1'-0" SUSPENDED ACOUSTICAL CEILING PLAN01 SCALE:3" = 1'-0" CEILING - TYP COMPRESSION STRUT04 SCALE:3" = 1'-0" CEILING - TYPICAL T-BAR GRID @ WALL05 Design Standards Ceiling systems (including fixtures, etc) <= 2.5 PSF Ceiling systems (including fixtures, etc) > 2.5 PSF Minimum intersection strength limits @ MT / CT (1) Vertical hanger wire 12-gauge @ 4' o.c. Connection device from vertical wire to the structure above must sustain min 100 lbs Main tee classifications (Minimum) 1 in 6 max plumb of vertical hanger wires Perimeter vertical hanger wires (12-gauge) not more than 8" from wall (or 1/4 length of tee, whichever is less) Gap between main/cross runners and Unattached Walls Perimeter closure (molding) width Grid connection to perimeter attached on two adjacent walls Perimeter tee ends tied together to prevent spreading Horizontal restraint (splay wires or rigid bracing) within 2" of intersection and splayed 90° apart at 45° angles Compression posts (struts) 12' o.c. in both directions, starting 6' from walls Splay bracing connection strength 200 lbs or the design load, whichever is greater Partition attachment Seismic separation joint or full height partition (2) Rigid bracing for ceiling plane elevation changes Expansion joint at intersections of corridors and at junctions of corridors and lobbies or other similar areas Special Inspections as required by ASCE 7-05 Sec 13.5.6.2.2 (h) Metal panels & panels weighing > 0.5 PSF other than acoustical tiles shall be positively attached to the ceiling suspension runners ASTM E580 CISCA 0-2 CISCA 3-4 60 lbs Required Not Required Intermediate-duty Required Not Required unless molding is less than 7/8" Min 3/8" Min 7/8" (or Perimeter Wires) Not Permitted Required Required (4) Not Required Not Required Allowed only if ceiling is able to move laterally Not Required Not Required Not Required Not Required (5) Not Required ASTM C635, C636, & E580 ASCE 7-13.5.6.2.1 CISCA 3-4 CISCA 3-4 180 lbs Required Required Heavy-duty Required Required Min 3/4" Min2" or Approved Seismic Clips Required Required Required (4) Required Required Bracing independent of ceiling splay bracing Required for areas > 2,500 sq. ft. Required Required (3) Not Required (5) Required (3) Category D,E,FCategory CBasic Connections, Perimeter, and Lateral Splay Bracing BUILDING SEISMIC CATEGORY Light fixture (all types) mechanically attached to grid NEC 410-16 (two per fixture unless independently supported) Surface-mounted fixtures attached to grid with at least two positive clamping devices made of min 14-gauge material each with a 12-gauge suspension wire to structure above Pendant-hung fixtures directly supported from structure with 9- gauge wire (or approved alternative) All Recessed or drop-in light fixtures ≤ 10 lbs – one wire to structure (may be slack) 11 to 56 lbs – two wires from housing to structure (may be slack) ≥ 57 lbs – supported directly to structure by approved Required Not Required Required Required Required Required Light Fixture Attachment Required Required (3) Required All directly supported from structure with two 12-gauge wire located at diagonally opposite corners.(3) Intermediate Duty Main Tees with cross tee rating below 16 lbs./LF: Min. 12-gauge hanger wires must be attached to the grid members within 3 inches of each corner of each light fixture. Heavy Duty Main Tees with cross tee rating below 16 lbs./LF: Min. 12-gauge hanger wires must be attached to the supporting cross tee within 3 inches of the corner of each light fixture. Supplementary hanger wires for Heavy Duty Main Tees with cross tee rating equal to 16 lbs./LF Light Fixture Supplementary Hanger Wires Required Required Not Required Air terminals ≤ 20 lbs – positively attached to grid 21 to 56 lbs – positively attached to grid and two wires to structure (may be slack) ≥ 57 lbs – directly supported to structure Sprinkler heads and other penetration clearance Cable trays and electrical conduit independently supported and braced Service Applications Required Required Required Min 2" dia. opening or a swing joint Required (1) Required for ceilings larger than 1,000 square feet. (2) Where substantiating design calculations are not provided. (3) Modification to ASTM E580 as required by CBC Sec 1616 (4) Ceilings under 144 SF or ceilings constructed of plaster or gypsum boards and secured at all perimeter walls are exempt from lateral load reqts. (CISCA 3-4, pg1, Sec 2) (5) CBC Sec 1613.1 excludes adoption of ASCE 7-05 Appendix 11A (which contains the special inspection requirement). However, GC to verify with local jurisdiction whether special inspection will be required. Required Required Required Min 3/8" on all sides Not Required 1. SPLICES ARE NOT PERMITTED IN ANY HANGER OR SPLAY WIRES. WIRES TO BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. . 2. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2". HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE. (NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHALL BE MAINTAINED AS BEING AS TIGHT AS POSSIBLE.) . 3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUMB UNLESS COUNTERSLOPING WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATIERAL OR EQUIPMENT. A TRAPEZE OR EQUIVELANT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. . 4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR 2, WHICHEVER IS GREATER. . 5. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6" FROM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC . 6. NON-BEARING PARTITIONS THAT EXTEND TO AND TERMINATE AT A SUSPENDED CEILING, AND ARE SUPPORTED LATERALLY BY AN APPROVED BRACING SYSTEM MAY BE CONSIDERED AS NOT ADDING TO THE LATERAL LOAD REQUIRED TO BE RESISTED BY THE CEILING SYSTEM. . 7. SPLICES OR INTERSECTIONS OF CROSS RUNNERS SHALL BE ATTACHED THROUGH CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH END TABS OR OTHER APPROVED CONNECTORS. SUCH THROUGH CONNECTORS SHALL BE CAPABLE OF TRANSFERRING A MEANS OF ULTIMATE TENSION / COMPRESSION FORCE OF 180 POUNDS. . 8. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED. . 9. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. . 10. SHEET METAL SCREWS (SMS) SHALL BE HILTI KWIK-PRO SELF DRILLING SCREWS PER ICC ESR-2196 (OR EQUAL). . 11. POWDER ACTUATED/DRIVEN FASTENERS SHALL BE HILTI X-U SHOTPINS PER ICC ESR-2269 (OR EQUAL). . 12. EXPANSION ANCHORS SHALL BE HILTI KB-TZ ANCHORS PER ICC ESR- 1917 (OR EQUAL). SCALE:1" = 1'-0" CEILING ATTACHMENT DETAILS09 GENERAL CEILING NOTES MINIMUM CODE REQUIREMENTS SCALE:1/4" = 1'-0" SUSPENDED GYP. BD. CEILING PLAN07 SCALE:1" = 1'-0" SUSPENDED GYP BD CEILING AXON06 SCALE:3" = 1'-0" CEILING - GYP BD TO ACT TRANSITION08 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 3 9 : 1 5 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.209 SUSPENDED CEILING DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check H 06/17/2024 Revision to Permit 1/7/25 1/2" X 1-1/2" 16 GA GALV. CRC SECURED TO CARRIER WITH 12 GA GALV. BRACKET, NOT BY CERTAINTEED 1/2" X 1-1/2" 16 GA GALV. CRC CLARKDIETRICH 250PDS125-33 (2-1/2” PROSTUD 33) OR OR BEND DOWN CARRIER TABS TO SECURE PANELS AT ALL PANEL/ CARRIER INTERSECTIONS, TYP. 300C CARRIER 300C PANEL 12 GA HANGER WIRE WITHIN 3" OF VERTICAL SUPPORT, BY OTHERS, TYP. REFER TO RCP 09 22 16.C05 GRID SUSPENSION SYSTEM 09 29 00.B05 SAG-RESIS GYP BD 09 29 00.J05 CONTROL JOINT ALIGN 1/4" 09 22 16.C02 HANGER SCHEDULED ACOUSTICAL DRYWALL CEILING WITH SPRAY-APPLIED FINISH NOTE: PROVIDE CONTROL JOINTS AT CEILINGS THAT EXCEEDS 30 FEET WITHOUT PERIMETER RELIEF OR EXCEED 50 FEET WITH PERIMETER RELIEF. COORDINATE LOCATION WITH ARCHTECT 09 51 13.C02 2" X 2" ANGLE MOLDING 09 29 00.B05 SAG-RESIS GYP BD 09 29 00.J10 J-BEAD VA R I E S 09 22 16.C01 WIRE TIE 09 51 13.B00 SUSPENSION SYSTEM SCHEDULED OR EXISTING PARTITION VARIES MIN. XXX REFER TO RCP RETURN AIR SLOT; REFER TO ENGINEERING DRAWINGS METAL ANGLE TO BE PAINTED MATTE BLACK SCHEDULED ACOUSTICAL DRYWALL CEILING WITH SPRAY-APPLIED FINISH VARIES CHANNEL BRIDGING 09 22 16.A09 2" SAG-RESIS GYP BD 09 29 00.B05 ? 09 2 00.J10 CHANNEL BRIDGING 09 22 16.A09 XX REFER TO CONSTRUCTION PLAN SAG-RESIS GYP BD 09 29 00.B05 DIRECT HANGING CLIP 09 51 13.K01 FURRING CHANNEL CLIP 09 22 16.C08 FURRING CHANNEL 09 22 16.C04 COLD-ROLLED CHANNEL 09 22 16.B03 HANGER ROD 09 51 13.G01 VARIES XX REFER TO CONSTRUCTION PLAN 8" ALIG N METAL STUD 09 22 16.A00 METAL RUNNER TRACK 09 22 16.A01 JOINT REINFORCEMENT 09 29 00.J09 GYP BD 5/8" 09 29 00.A01 GYP BD 5/8" 09 29 00.A01 SUSPENSION SYSTEM 09 51 13.B00 ACOUSTICAL PANEL CEILING 09 51 13.A00 EDGE MOLDING 09 51 13.C00 CORNER BEAD 09 29 00.J01 6" ALIG N CHANNEL BRIDGING 09 22 16.A09 SUSPENSION SYSTEM 09 51 13.B00 ACOUSTICAL PANEL CEILING 09 51 13.A00 EDGE MOLDING 09 51 13.C00 CORNER BEAD 09 29 00.J01 SAG-RESIS GYP BD 09 29 00.B05 HANGER ROD 09 51 13.G01 03 1" USG SHEETROCK BRAND GYPSUM LINER PANELS 5/8" USG SHEETROCK BRAND FIRECODE PANELS OR 5/8" USG SHEETROCK BRAND ULTRALIGHT PANELS FIRECODE X CORNER BEAD 5/8" USG SHEETROCK BRAND FIRECODE C PANELS RC-1 RESILIENT CHANNELS 16" 0.C PERIMETER CHANNEL STEEL STRAP STEEL STUDS DUCT, REFER TO MECHANICAL REFER TO CONSTRUCTION PLANS 09 29 00.B00 09 29 00.B00 09 29 00.J01 09 22 16.A01 09 22 16.A01 PROVIDE A 48"x48" ACCESS PANEL UNDER FAN FOR ACCESS AND SERVICE, FINAL LOCATION TO BE DETERMINED IN FIELD. 5/8" GYP BD SOFFIT ON 3-5/8" 20 GA METAL STUD FRAMING AT 16" O.C. (TYP.) UNDERSIDE OF EXPOSED PAINTED PS FLOOR SLAB WHERE IT OCCURS LINEAR LIGHT FIXTURE WHERE IT OCCURS - REFER TO ELEC'L. DWGS. REINFORCED CORNER BEAD AT CORNER EDGES (TYP.) REFER TO RCP RE F E R T O R C P 9" MIN. AT RESI HALLWAYS/UNITS 8" H O L D REFER TO RCP CONT. SEALANT (TYP.) CONT. 2 1/2" METAL STUD LEDGE ON TOP OF 3 5/8" METAL STUD AT 16" O.C. 5/8" GYP BD SOFFIT ON 3-5/8" 20 GA METAL STUD FRAMING AT 16" O.C. (TYP.) UNDERSIDE OF EXPOSED PAINTED PS FLOOR SLAB WHERE IT OCCURS LINEAR LIGHT FIXTURE WHERE IT OCCURS - REFER TO ELEC'L. DWGS. REINFORCED CORNER BEAD AT CORNER EDGES (TYP.) REFER TO RCP RE F E R T O R C P 9" MIN. RE F E R T O E L E V . R E F E R T O E L E V . REFER TO RCP CONT. SEALANT (TYP.) CONT. 2 1/2" METAL STUD LEDGE ON TOP OF 3 5/8" METAL STUD AT 16" O.C. ACOUSTICAL CEILING SYSTEM LIGHT FIXTURE REFER TO ELECT'L. DWGS. FACE OF STRUCTURE WALL 5/8" THK. TYPE 'X' GYP. BD. ON 2 1/2" METAL STUDS AT 16" O.C. CONT. SEALANT FINISHED CEILING WHERE OCCURS, SEE RCP 9" RE F E R T O R C P CONT. GYP. BD. CASING EDGE FINISH FLOOR 1 1 / 2 " AS I N D I C A T E D O N I N T E R I O R E L E V A T I O N S HILTI X-ZF .138 DIAMETER X 3/4" LONG LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 24" O.C., ICC- ED, ESR 1663. F.R. PLYWOOD SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 3 9 : 2 1 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.210 GYP CEILING DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" TYP GYP BD CLG CONTROL JOINT01 SCALE:3" = 1'-0" GYP BD RETURN AIR SLOT02 SCALE:3" = 1'-0" RETURN AIR SLOT W GYP BD03 SCALE:3" = 1'-0" FLOW BAR DIFFUSER @ Gyp Bd05 SCALE:3" = 1'-0" CEILING SOFFIT / FASCIA 106 SCALE:3" = 1'-0" CEILING TRANSITION 307 03 CERTAINTEED CEILING - 300C - LINEAR PLANK – EXTERIOR SCALE:3" = 1'-0" 300C - SYSTEM VERTICAL SUPPORT04 SCALE:1 1/2" = 1'-0" FIRE RATED CEILING DETAIL09 SCALE:3" = 1'-0" TYP. CEILING COVE LIGHT08SCALE:3" = 1'-0" TYP. CEILING COVE LIGHT - ACT11 SCALE:1 1/2" = 1'-0" TYP. WALL W/ ALCOVE ABOVE LOBBY12 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check H 06/17/2024 Revision to PermitH 1/7/25 6-13/16"±6-13/16"± 1"2 5/8"1"2 5/8" 6-13/16"± 3-SIDED HOOD OPERATOR COVER SPRING ADJUSTOR ADJUSTOR END CAP MECH END CAP HSS FRAMING HEAD, REFER TO STRUCTURAL AND COORDINATE WITH MANUFACTURER HSS TUBE STEEL SUPPORT AND GUIDES PER MANUF. REFER TO STRUCTURAL FOR OVERHEAD STRUCTURE CONNECTION. MOTOR, CONFIRM ORIENTATION AND ANCHORAGE WITH MANUFACTURER COORDINATE REINFORCMENT OF THE WALL WITH MANUFACTURER FOR HOOD SUPPORT NOTE: MANTAIN 64% OPENESS TIGRIS MESH TO MEET VENTILATION REQUIRENMENTS ELEVATION (COIL SIDE) STAINLESS STEEL BOTTOM BAR Tigris SteelWeave Metal Mesh Grille DISTANCE BETWEEN GUIDES OPENING WIDTH REFER TO CONSTRUCTION PLAN #7 GA. STEEL BRACKET PLATE ABOVE 3" x 3" x 1/8" STEEL TUBE GA0829GA0829 - 3/8-16 x 3/4 FLAT HD SCREW GR. 5∅ - 3/8-16 x 3/4 FLAT HD SCREW GR. 5∅ SADDLE FASTENERS: - (2) 3/8-16 x 1-7/8 SLEEVE ANCHORS∅ SADDLE FASTENERS: - (2) 3/8-16 x 1-7/8 SLEEVE ANCHORS∅ HSS TUBE STEEL SUPPORT AND GUIDES PER MANUF. REFER TO STRUCTURAL FOR OVERHEAD STRUCTURE CONNECTION. LIGHT CURTAIN (TYP) (KEEP THIS AREA CLEAR AT BRACKET) (KEEP THIS AREA CLEAR AT BRACKET) #12 GA. GRILLE GUIDE SS #4 FINISH UHMW LINING TAPE AT MAXIMUM ON CENTER ASSEMBLY FASTENERS: AT MAXIMUM ON CENTER ASSEMBLY FASTENERS: - 1/4-20 x 3/4 STUD, SST∅ - 1/4 x 3/8 SLEEVE BEARING∅ - HEX NUT, SERRATED, PLD - 1/4-20 x 3/4 STUD, SST∅ - 1/4 x 3/8 SLEEVE BEARING∅ - HEX NUT, SERRATED, PLD 1'-0" NOTE: WALL CONSTRUCTION DETAIL SHOWN IS FOR ILUSTRATIVE PURPOSES ONLY, DOES NOT IMPLY COMPLIANCE WITH BUILDING REQUIREMENTS, AND MUST MEET ARCHITECTURAL SPECIFICATIONS. TO PROPERLY SUPPORT, ANCHOR INSTALL AND MANTAIN PRODUCT MUST COORDINATE WITH DOOR MANUFACTURER. PRODUCTS DESIGNED WITH WIND LOAD REQUIREMENTS MUS BE PROPERLY FASTENED TO STRUCTURAL MEMBERS TO AVOID FAILURE. WALL CONSTRUCTION AND CLOSURE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING JURISDICTION REQUIREMENTS 5 5/8" 9/16" 5 5/8" 9/16" 1 7/16" 4 1/8" 1 7/16" 4 1/8"DISTANCE BETWEEN GUIDES REFER TO CONSTRUCTION PLAN STOPPERS AUXILIARY HAND CHAIN HSS FRAMING HEAD, REFER TO STRUCTURAL AND COORDINATE WITH MANUFACTURER REFER TO BUILDING SECTION FOR WALL TYPE HSS TUBE STEEL SUPPORT AND GUIDES PER MANUF. REFER TO STRUCTURAL FOR OVERHEAD STRUCTURE CONNECTION. MOTOR, CONFIRM ORIENTATION AND ANCHORAGE WITH MANUFACTURER NOTE: -BASIS OF DESIGN: CORNELLCOOKSON A.D.S / MODEL #EAG10V -COORDINATE LOCATION OF MOTOR IN THE FIELD PRIOR TO INSTALLATION 12 1/8" ± 10-1/8" ± 2" SECTION VIEW OVERALL DOOR HEIGHT DOOR OPENING HEIGHT 11- 3/ 4" 0- 3/ 4" RE F E R T O F A C A D E 13 " SENSING EDGE BOTTOM BAR DETAIL CA1043 2 1/8"2" HSS TUBE STEEL SUPPORT AND GUIDES PER MANUF. REFER TO STRUCTURAL FOR OVERHEAD STRUCTURE CONNECTION. GUIDE PROVIDED BY MANUFACTURER PLAN OF OPENING DISTANCE BETWEEN GUIDES OPENING WIDTH 5 5/8"5 5/8" REFER TO CONSTRUCTION PLAN REFER TO CONSTRUCTION PLAN 05 R1.A6.215 ________________ 03 R1.A6.215 ________________ ________________04 R1.A6.215 ________________01 R1.A6.215 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 3 9 : 2 5 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.215 GATE DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1" = 1'-0" ROLL UP DOOR FRONT02 SCALE:6" = 1'-0" R.U DOOR SUPPORT01 SCALE:1" = 1'-0" ROLL UP DOOR SECTION05 SCALE:6" = 1'-0" R.U DOOR BOTTOM BAR04 SCALE:6" = 1'-0" R.U DOOR OPENING03 H 06/17/2024 Revision to Permit 1/7/25 SOFFIT. ELEVATOR DOOR FRAME (HEAD), TYP. ELEVATOR DOOR, TYP. ELEVATOR SHAFT WALL. ELEVATOR DOOR JAMB, TYP. ELEVATOR DOOR, TYP. ELEVATOR DOOR JAMB, TYP. SIDE GUIDE ELEVATOR SHAFT WALL. HEAD SECTION DETAILJAMB SECTION DETAIL ALIGN HOUSING HEAD SIDE GUIDE SIDE GUIDE SHAFT WALL SHAFT WALL . 48 " A F F . SELF-CLOSING INTAKE DOOR DOOR HANDLE CHUTE BRACKET WHERE OCCURS BRACKET WHERE OCCURS PER PLAN 6' - 0 " PERF PANEL STEEL ANGLE, TYP. 2' - 6"EQ.EQ. 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " EQ . EQ . ELEVATOR PIT SCREEN ELEVATION MESH PANEL (2) HILTI XU-15 (2) HILTI XU-57 1.5" MIN. EMBED 2.5"X2.5"X4.5"X1/4" THK. @ STEEL ANGLE, TYP. CONCRETE WALL PLAN DETAIL (2) HILTI XU-15 MESH PANEL (2) HILTI XU-57 1.5" MIN. EMBED 2.5"X2.5"X4.5"X1/4" THK. @ STEEL ANGLE, TYP. CONCRETE WALL SIDE ELEVATION DETAIL 3/ 4 " 3/ 4 " EQ . EQ . SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/ 2 3 / 2 0 2 4 1 1 : 3 9 : 2 9 A M BI M 3 6 0 :/ / 0 0 7 . 3 7 5 7 . 0 0 0 - C ar i b o u I n d u s t r i e s - 3 r d & B r o a d w a y /3 R D - B _ A R C H _ W ES T _ R 2 0 . r v t R1.A6.300 MISC DETAILS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" ELEVATOR SMOKE GUARD HEAD & JAMB DETAIL01 SCALE:3" = 1'-0" TRASH CHUTE DETAIL02 H 06/17/2024 Revision to Permit H SCALE:3" = 1'-0" ELEVATOR PIT SCREEN DETAIL03 1/7/25 1/7/25 1/7/25 1/7/25 1/7/25 1/7/25 SHEET NUMBER SHEET NAME R1.S4.07 CORE WALL ELEVATION R1.S4.10 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.11 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.12 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.13 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.14 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.15 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.16 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.17 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.18 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.19 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.20 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.21 ENLARGED CORE WALL REINFORCEMENT PLAN R1.S4.22 TYPICAL CONCRETE SHEARWALL DETAILS R1.S4.23 TYPICAL CONCRETE SHEARWALL DETAILS R1.S4.24 TYPICAL CONCRETE SHEARWALL DETAILS S5 SERIES: CONCRETE DETAILS AND SCHEDULES R1.S5.00 CONCRETE COLUMN SCHEDULE R1.S5.01 CONCRETE COLUMN SCHEDULE R1.S5.10 CONCRETE COLUMN GRAPHICAL SECTIONS R1.S5.11 CONCRETE COLUMN GRAPHICAL SECTIONS R1.S5.12 CONCRETE COLUMN GRAPHICAL SECTIONS R1.S5.20 TYPICAL CONCRETE COLUMN DETAILS R1.S5.40 TYPICAL CONCRETE TWO-WAY SLAB DETAILS R1.S5.41 TYPICAL CONCRETE ONE-WAY SLAB DETAILS R1.S5.42 TYPICAL CONCRETE SLAB DETAILS R1.S5.43 TYPICAL CONCRETE SLAB DETAILS R1.S5.50 TYPICAL CONCRETE BEAM DETAILS R1.S5.51 CONCRETE BEAM SCHEDULE R1.S5.60 TYPICAL POST-TENSIONED TWO-WAY SLAB DETAILS R1.S5.61 TYPICAL POST-TENSIONED SLAB DETAILS R1.S5.62 HEADED SHEAR STUD REINFORCEMENT SCHEDULE S6 SERIES: MASONRY SCHEDULES, SECTIONS AND DETAILS R1.S6.01 TYPICAL NON-BEARING CMU WALL DETAILS R1.S6.02 TYPICAL NON-BEARING CMU WALL DETAILS S7 SERIES: STEEL DETAILS R1.S7.01 TYPICAL STEEL DETAILS R1.S7.02 TYPICAL STEEL DETAILS R1.S7.03 TYPICAL STEEL DETAILS R1.S7.04 TYPICAL STEEL DETAILS R1.S7.10 TYPICAL STEEL DETAILS R1.S7.20 TYPICAL STEEL DECK DETAILS R1.S7.21 TYPICAL COMPOSITE STEEL DECK DETAILS R1.S7.22 TYPICAL COMPOSITE STEEL DECK DETAILS S8 SERIES: SECTONS AND DETAILS R1.S8.00 BUILDING SECTIONS R1.S8.01 BUILDING SECTIONS R1.S8.02 BUILDING SECTIONS R1.S8.03 BUILDING SECTIONS R1.S8.04 BUILDING SECTIONS R1.S8.05 BUILDING SECTIONS R1.S8.10 BELOW GRADE SECTIONS AND DETAILS R1.S8.11 BELOW GRADE SECTIONS AND DETAILS R1.S8.20 GROUND LEVEL SECTIONS AND DETAILS R1.S8.21 GROUND LEVEL SECTIONS AND DETAILS R1.S8.22 GROUND LEVEL SECTIONS AND DETAILS R1.S8.25 GROUND LEVEL SECTIONS AND DETAILS R1.S8.26 GROUND LEVEL SECTIONS AND DETAILS R1.S8.27 GROUND LEVEL SECTIONS AND DETAILS R1.S8.30 ABOVE GRADE SECTIONS AND DETAILS R1.S8.31 ABOVE GRADE SECTIONS AND DETAILS R1.S8.40 ABOVE GRADE SECTIONS AND DETAILS R1.S8.41 ABOVE GRADE SECTIONS AND DETAILS R1.S8.45 ABOVE GRADE SECTIONS AND DETAILS R1.S8.46 ABOVE GRADE SECTIONS AND DETAILS R1.S8.47 ABOVE GRADE SECTIONS AND DETAILS R1.S8.48 ABOVE GRADE SECTIONS AND DETAILS R1.S8.50 ABOVE GRADE SECTIONS AND DETAILS R1.S8.51 ABOVE GRADE SECTIONS AND DETAILS R1.S8.52 ROOF SECTION AND DETAILS R1.S8.53 ROOF SECTION AND DETAILS R1.S8.54 ABOVE GRADE SECTIONS AND DETAILS R1.S8.80 LEVEL 15 AMENITY TERRACE CANOPY R1.S8.81 LEVEL 15 AMENITY TERRACE CANOPY SECTIONS AND DETAILS R1.S8.90 STEEL ENTRY CANOPY PLANS, SECTIONS AND DETAILS S9 SERIES:SCREEN WALL SECTONS AND DETAILS R1.S9.00 GARAGE SCREEN SECTIONS AND DETAILS R1.S9.01 GARAGE SCREEN SECTIONS AND DETAILS R1.S9.02 GARAGE SCREEN SECTIONS AND DETAILS TOTAL SHEETS: 152 SHEET NUMBER SHEET NAME S0 SERIES: GENERAL R1.S0.00 COVER SHEET R1.S0.01 SHEET PUBLICATION MATRIX R1.S0.02 GENERAL NOTES R1.S0.03 GENERAL NOTES R1.S0.05 LEGEND & ABBREVIATIONS R1.S0.06 LAP SPLICE SCHEDULES R1.S0.07 LAP SPLICE SCHEDULES R1.S0.08 PLAN NOTES AND LEGENDS R1.S0.09 SPECIAL INSPECTIONS AND STRUCTURAL TESTING R1.S0.10 LOADING PLANS R1.S0.11 LOADING PLANS R1.S0.12 LOADING PLANS R1.S0.13 LOADING PLANS R1.S0.14 LOADING PLANS R1.S0.20 FINISH FLOOR TYPE SCHEDULE R1.S0.30 ELEVATOR LOADING R1.S0.31 ELEVATOR LOADING R1.S0.40 FACADE LOADING R1.S0.41 FACADE LOADING R1.S0.42 FACADE LOADING S1 SERIES: STRUCTURAL PLANS R1.S1.00 BASEMENT PLAN - OVERVIEW R1.S1.00.A BASEMENT LEVEL P 01 FRAMING PLAN R1.S1.01 LEVEL 01 FRAMING PLAN R1.S1.01.BR LEVEL 01 BOTTOM REINFORCING PLAN R1.S1.01.TR LEVEL 01 TOP REINFORCING PLAN R1.S1.02 LEVEL 02 FRAMING PLAN R1.S1.02.PT LEVEL 02 POST TENSIONING PLAN R1.S1.02.R LEVEL 02 REINFORCING PLAN R1.S1.03 LEVEL 03 FRAMING PLAN R1.S1.03.PT LEVEL 03 POST TENSIONING PLAN R1.S1.03.R LEVEL 03 REINFORCING PLAN R1.S1.04 LEVEL 04 FRAMING PLAN R1.S1.04.PT LEVEL 04 POST TENSIONING PLAN R1.S1.04.R LEVEL 04 REINFORCING PLAN R1.S1.05 LEVEL 05 FRAMING PLAN R1.S1.05.PT LEVEL 05 POST TENSIONING PLAN R1.S1.05.R LEVEL 05 REINFORCING PLAN R1.S1.06 LEVEL 06 FRAMING PLAN R1.S1.06.PT LEVEL 06 POST TENSIONING PLAN R1.S1.06.R LEVEL 06 REINFORCING PLAN R1.S1.06A LEVEL 06+ FRAMING PLAN R1.S1.06A.PT LEVEL 06+ POST TENSIONING PLAN R1.S1.06A.R LEVEL 06+ REINFORCING PLAN R1.S1.07 LEVEL 07 FRAMING PLAN R1.S1.07.PD LEVEL 07 POOL DECK FRAMING PLAN R1.S1.07.PT LEVEL 07 POST TENSIONING PLAN R1.S1.07.R LEVEL 07 REINFORCING PLAN R1.S1.08 LEVEL 08-14 FRAMING PLAN R1.S1.08.PT LEVEL 08-14 POST TENSIONING PLAN R1.S1.08.R LEVEL 08-14 REINFORCING PLAN R1.S1.15 LEVEL 15 FRAMING PLAN R1.S1.15.PT LEVEL 15 POST TENSIONING PLAN R1.S1.15.R LEVEL 15 REINFORCING PLAN R1.S1.16 LEVEL ROOF FRAMING PLAN R1.S1.16.PT LEVEL ROOF POST TENSIONING PLAN R1.S1.16.R LEVEL ROOF REINFORCING PLAN R1.S1.17 TOP OF CORE FRAMING PLAN S3 SERIES: FOUNDATION AND DETAILS R1.S3.00 FOUNDATION PLAN R1.S3.00.BR FOUNDATION MAT BOTTOM REINFORCING PLAN R1.S3.00.S FOUNDATION MAT SHEAR REINFORCING PLAN R1.S3.00.TR FOUNDATION MAT TOP REINFORCING PLAN R1.S3.10 MAT FOUNDATION SECTIONS R1.S3.11 MAT FOUNDATION SECTIONS R1.S3.12 MAT FOUNDATION SECTIONS R1.S3.13 MAT FOUNDATION SECTION R1.S3.20 TYPICAL MAT FOUNDATION DETAILS R1.S3.50 BASEMENT WALL SECTION R1.S3.51 BASEMENT WALL SECTION R1.S3.52 BASEMENT WALL SECTION R1.S3.60 TYPICAL FOUNDATION WALL DETAILS AND SCHEDULE R1.S3.61 TYPICAL FOUNDATION WALL DETAILS S4 SERIES: CORE & SHEAR WALL ELEVATIONS & DETAILS R1.S4.00 CORE WALL ELEVATION R1.S4.01 CORE WALL ELEVATION R1.S4.02 CORE WALL ELEVATION R1.S4.03 CORE WALL ELEVATION R1.S4.04 CORE WALL ELEVATION R1.S4.05 CORE WALL ELEVATION R1.S4.06 CORE WALL ELEVATION STRUCTURAL DRAWING LIST - RESIDENTIAL T:F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 11/19/2024 3:19:53 PM R1.S0.00 COVER SHEET S21043.00 3RD & BROADWAY - RESIDENTIAL THORNTON TOMASETTI, INC. REISSUE FOR PLAN CHECK NOVEMBER 22, 2024 SANTA ANA, CA A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK J 11.22.2024 REISSUE FOR PLAN CHECK C J 1/7/25 SHEET NUMBER SHEET NAME PR O G R E S S 0 7 / 1 6 / 2 0 2 1 50 % C O N S T R U C T I O N D O C U M E N T 0 8 / 0 6 / 2 0 2 1 75 % C O N S T R U C T I O N D O C U M E N T 0 8 / 2 7 / 2 0 2 1 IS S U E F O R P L A N C H E C K 0 9 / 2 1 / 2 0 2 1 RE I S S U E F O R P L A N C H E C K 1 2 / 1 0 / 2 0 2 1 RE I S S U E F O R P L A N C H E C K 0 6 / 1 0 / 2 0 2 2 RE V I S I O N T O P E R M I T 0 6 / 1 7 / 2 0 2 4 RE I S S U E F O R P L A N C H E C K 0 9 / 2 7 / 2 0 2 4 S5 SERIES: CONCRETE DETAILS AND SCHEDULES R1.S5.00 CONCRETE COLUMN SCHEDULE ● ● ● ● ● ● ● ● R1.S5.01 CONCRETE COLUMN SCHEDULE ● ● ● ● ● ● ● ● R1.S5.10 CONCRETE COLUMN GRAPHICAL SECTIONS ● ● ● ● ● ● ● R1.S5.11 CONCRETE COLUMN GRAPHICAL SECTIONS ● ● ● ● ● ● ● R1.S5.12 CONCRETE COLUMN GRAPHICAL SECTIONS ● ● ● ● ● ● ● R1.S5.20 TYPICAL CONCRETE COLUMN DETAILS ● ● ● ● ● ● ● ● R1.S5.40 TYPICAL CONCRETE TWO-WAY SLAB DETAILS ● ● ● ● ● ●● ● R1.S5.41 TYPICAL CONCRETE ONE-WAY SLAB DETAILS ● ● R1.S5.42 TYPICAL CONCRETE SLAB DETAILS ● ● ● ● ● ● ● ● R1.S5.43 TYPICAL CONCRETE SLAB DETAILS ● ● ● ● ● ● ● ● R1.S5.50 TYPICAL CONCRETE BEAM DETAILS ● ● ● ● ● R1.S5.51 CONCRETE BEAM SCHEDULE ● ● ● ● ● R1.S5.60 TYPICAL POST-TENSIONED TWO-WAY SLAB DETAILS ● ● ● ● ● ● ● ● R1.S5.61 TYPICAL POST-TENSIONED SLAB DETAILS ● ● ● ● ● ● ● ● R1.S5.62 HEADED SHEAR STUD REINFORCEMENT SCHEDULE ● ● ●● ● ● ● ● S6 SERIES: MASONRY SCHEDULES, SECTIONS AND DETAILS R1.S6.01 TYPICAL NON-BEARING CMU WALL DETAILS ● ● ● ● ● ● ●● R1.S6.02 TYPICAL NON-BEARING CMU WALL DETAILS ● ● ● ● ● ● ●● S7 SERIES: STEEL DETAILS R1.S7.01 TYPICAL STEEL DETAILS ● ● ● ● ● ● ● ● R1.S7.02 TYPICAL STEEL DETAILS ● ● ● ● ● ● ● ● R1.S7.03 TYPICAL STEEL DETAILS ● ● ● ● ● ● ● ● R1.S7.04 TYPICAL STEEL DETAILS ● ● ● ● R1.S7.10 TYPICAL STEEL DETAILS ● ● ● ● ● ● ● ● R1.S7.20 TYPICAL STEEL DECK DETAILS ● ● ● ● ● ● R1.S7.21 TYPICAL COMPOSITE STEEL DECK DETAILS ● ● R1.S7.22 TYPICAL COMPOSITE STEEL DECK DETAILS ● ● S8 SERIES: SECTONS AND DETAILS R1.S8.00 BUILDING SECTIONS ● ● ● ● ● ● ● ● R1.S8.01 BUILDING SECTIONS ● ● ● ● ● ● ● ● R1.S8.02 BUILDING SECTIONS ● ● ● ● ● ● R1.S8.03 BUILDING SECTIONS ● ● ● ● ● ● ● ● R1.S8.04 BUILDING SECTIONS ● ● ● ● ● ● ● ● R1.S8.05 BUILDING SECTIONS ● ● ● ● ● R1.S8.10 BELOW GRADE SECTIONS AND DETAILS ● ● ● ● ● ● ● R1.S8.11 BELOW GRADE SECTIONS AND DETAILS ● ● ● ● ● R1.S8.20 GROUND LEVEL SECTIONS AND DETAILS ● ● ● ● ● ● ● R1.S8.21 GROUND LEVEL SECTIONS AND DETAILS ● ● ● ● ● ● R1.S8.22 GROUND LEVEL SECTIONS AND DETAILS ● ● ● ● ● ● R1.S8.25 GROUND LEVEL SECTIONS AND DETAILS ● ● ● ● ● R1.S8.26 GROUND LEVEL SECTIONS AND DETAILS ● ● ● ● ● R1.S8.27 GROUND LEVEL SECTIONS AND DETAILS ● ● R1.S8.30 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● ● ● ● R1.S8.31 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● ● R1.S8.40 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● ● R1.S8.41 ABOVE GRADE SECTIONS AND DETAILS ● ● R1.S8.45 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● ● ● R1.S8.46 ABOVE GRADE SECTIONS AND DETAILS ● ● R1.S8.47 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● ● R1.S8.48 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● ● ● R1.S8.50 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● ● ● R1.S8.51 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● ● ● R1.S8.52 ROOF SECTION AND DETAILS ● ● ● ● ● R1.S8.53 ROOF SECTION AND DETAILS ● ● R1.S8.54 ABOVE GRADE SECTIONS AND DETAILS ● ● ● ● R1.S8.80 LEVEL 15 AMENITY TERRACE CANOPY ● ● ● ● ● R1.S8.81 LEVEL 15 AMENITY TERRACE CANOPY SECTIONS AND DETAILS ● ● ● ● ● R1.S8.90 STEEL ENTRY CANOPY PLANS, SECTIONS AND DETAILS ● ● ● ● ● S9 SERIES:SCREEN WALL SECTONS AND DETAILS R1.S9.00 GARAGE SCREEN SECTIONS AND DETAILS ● ● R1.S9.01 GARAGE SCREEN SECTIONS AND DETAILS ● ● R1.S9.02 GARAGE SCREEN SECTIONS AND DETAILS ● ● TOTAL SHEETS: 152 SHEET NUMBER SHEET NAME PR O G R E S S 0 7 / 1 6 / 2 0 2 1 50 % C O N S T R U C T I O N D O C U M E N T 0 8 / 0 6 / 2 0 2 1 75 % C O N S T R U C T I O N D O C U M E N T 0 8 / 2 7 / 2 0 2 1 IS S U E F O R P L A N C H E C K 0 9 / 2 1 / 2 0 2 1 RE I S S U E F O R P L A N C H E C K 1 2 / 1 0 / 2 0 2 1 RE I S S U E F O R P L A N C H E C K 0 6 / 1 0 / 2 0 2 2 RE V I S I O N T O P E R M I T 0 6 / 1 7 / 2 0 2 4 RE I S S U E F O R P L A N C H E C K 0 9 / 2 7 / 2 0 2 4 S0 SERIES: GENERAL R1.S0.00 COVER SHEET ● ● ● ● ● ● ● ● R1.S0.01 SHEET PUBLICATION MATRIX ● ● ● ● ● ● ● R1.S0.02 GENERAL NOTES ● ● ● ● ● ● ● R1.S0.03 GENERAL NOTES ● ● ● ● ● ● ● R1.S0.05 LEGEND & ABBREVIATIONS ● ● ● ● ● ● ● R1.S0.06 LAP SPLICE SCHEDULES ● ● ● ● ● ● ● R1.S0.07 LAP SPLICE SCHEDULES ● ● ● ● ● ● R1.S0.08 PLAN NOTES AND LEGENDS ● ● ● ● ● ● ● R1.S0.09 SPECIAL INSPECTIONS AND STRUCTURAL TESTING ●● ● ● ● ● ● R1.S0.10 LOADING PLANS ● ● ● ● ● ● ● R1.S0.11 LOADING PLANS ● ● ● ● ● ● ● R1.S0.12 LOADING PLANS ● ● ● ● ● ● ● R1.S0.13 LOADING PLANS ● ● ● ● ● ● ● R1.S0.14 LOADING PLANS ● ● ● ● ● ● ● R1.S0.20 FINISH FLOOR TYPE SCHEDULE ● ● ● ● ● ● ● R1.S0.30 ELEVATOR LOADING ● ● ● ● ● R1.S0.31 ELEVATOR LOADING ● ● ● ● ● R1.S0.40 FACADE LOADING ● ● ● ● ● R1.S0.41 FACADE LOADING ● ● ● ● ● R1.S0.42 FACADE LOADING ● ● ● ● ● S1 SERIES: STRUCTURAL PLANS R1.S1.00 BASEMENT PLAN - OVERVIEW ● ● ● ● ● ● ● ● R1.S1.00.A BASEMENT LEVEL P 01 FRAMING PLAN ● ● R1.S1.01 LEVEL 01 FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.01.BR LEVEL 01 BOTTOM REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.01.TR LEVEL 01 TOP REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.02 LEVEL 02 FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.02.PT LEVEL 02 POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.02.R LEVEL 02 REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.03 LEVEL 03 FRAMING PLAN ● ● ● ● ● ● ● R1.S1.03.PT LEVEL 03 POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.03.R LEVEL 03 REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.04 LEVEL 04 FRAMING PLAN ● ● ● ● ● ● ● R1.S1.04.PT LEVEL 04 POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.04.R LEVEL 04 REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.05 LEVEL 05 FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.05.PT LEVEL 05 POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.05.R LEVEL 05 REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.06 LEVEL 06 FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.06.PT LEVEL 06 POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.06.R LEVEL 06 REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.06A LEVEL 06+ FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.06A.PT LEVEL 06+ POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.06A.R LEVEL 06+ REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.07 LEVEL 07 FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.07.PD LEVEL 07 POOL DECK FRAMING PLAN ● ● ● ● ● ● ● R1.S1.07.PT LEVEL 07 POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.07.R LEVEL 07 REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.08 LEVEL 08-14 FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.08.PT LEVEL 08-14 POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.08.R LEVEL 08-14 REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.15 LEVEL 15 FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.15.PT LEVEL 15 POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.15.R LEVEL 15 REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.16 LEVEL ROOF FRAMING PLAN ● ● ● ● ● ● ● ● R1.S1.16.PT LEVEL ROOF POST TENSIONING PLAN ● ● ● ● ● ● ● R1.S1.16.R LEVEL ROOF REINFORCING PLAN ● ● ● ● ● ● ● R1.S1.17 TOP OF CORE FRAMING PLAN ● ● S3 SERIES: FOUNDATION AND DETAILS R1.S3.00 FOUNDATION PLAN ● ● ● ● ● ● ● ● R1.S3.00.BR FOUNDATION MAT BOTTOM REINFORCING PLAN ● ●● ● ● ● R1.S3.00.S FOUNDATION MAT SHEAR REINFORCING PLAN ● ● ● ●● ● R1.S3.00.TR FOUNDATION MAT TOP REINFORCING PLAN ● ● ● ● ●● R1.S3.10 MAT FOUNDATION SECTIONS ● ● ● ● ● ● R1.S3.11 MAT FOUNDATION SECTIONS ● ● ● ● ● ● R1.S3.12 MAT FOUNDATION SECTIONS ● ● ● ● ● R1.S3.13 MAT FOUNDATION SECTION ● ● ● ● ● ● R1.S3.20 TYPICAL MAT FOUNDATION DETAILS ● ● ● ● ● ● ● ● R1.S3.50 BASEMENT WALL SECTION ● ● ● ● ● ● ● R1.S3.51 BASEMENT WALL SECTION ● ● ● ● ● ● ● R1.S3.52 BASEMENT WALL SECTION ● ● ● ● ● ● ● R1.S3.60 TYPICAL FOUNDATION WALL DETAILS AND SCHEDULE ● ● ● ● ● ● ● ● R1.S3.61 TYPICAL FOUNDATION WALL DETAILS ● ● ● ● ● ● ● ● S4 SERIES: CORE & SHEAR WALL ELEVATIONS & DETAILS R1.S4.00 CORE WALL ELEVATION ● ● ● ● ● ● ● ● R1.S4.01 CORE WALL ELEVATION ● ● ● ● ● ● ● ● R1.S4.02 CORE WALL ELEVATION ● ● ● ● ● ● ● ● R1.S4.03 CORE WALL ELEVATION ● ● ● ● ● ● ● ● R1.S4.04 CORE WALL ELEVATION ● ● ● ● ● ● ● ● R1.S4.05 CORE WALL ELEVATION ● ● ● ● ● ● ● ● R1.S4.06 CORE WALL ELEVATION ● ● ● ● ● ● ● ● R1.S4.07 CORE WALL ELEVATION ● ● ● ● ● ● ● ● R1.S4.10 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● ● ● ● ●● R1.S4.11 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● ● ● ● ●● R1.S4.12 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● ● ● ● ●● R1.S4.13 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● ● ● ● ●● R1.S4.14 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● ● ● ● ●● R1.S4.15 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● R1.S4.16 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● R1.S4.17 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● R1.S4.18 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● R1.S4.19 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● R1.S4.20 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● R1.S4.21 ENLARGED CORE WALL REINFORCEMENT PLAN ● ● R1.S4.22 TYPICAL CONCRETE SHEARWALL DETAILS ● ● ● ● ● ● ● R1.S4.23 TYPICAL CONCRETE SHEARWALL DETAILS ● ● ● ● ● ● ● ● R1.S4.24 TYPICAL CONCRETE SHEARWALL DETAILS ● ● ● ● ● ● ● ● T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 11/19/2024 3:19:56 PM R1.S0.01 SHEET PUBLICATION MATRIX S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 FN FOUNDATIONS FN-1)FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT BY LEIGHTON AND ASSOCIATES, INC. DATED SEPTEMBER 16, 2021. (LEIGHTON PROJECT No. 13227.001) FN-2)FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE FOLLOWING DESIGN VALUES FROM THE GEOTECHNICAL REPORT: BEARING STRATUM: NATIVE QUATERNARY-AGED YOUNG ALLUVIAL FAN DEPOSITS NET ALLOWABLE BEARING CAPACITY: 4,000 PSF (AVERAGE) 6,000 PSF (PEAK) ULTIMATE BEARING CAPACITY: 18,000 PSF ALLOWABLE BEARING CAPACITIES MAY BE INCREASED BY 1/3 FOR SHORT TERM LOADING SUCH AS WIND AND SEISMIC. ULTIMATE BEARING CAPACITY DOES NOT INCORPORATE A FACTOR OF SAFETY. A RESISTANCE FACTOR OF 0.45 SHOULD BE USED FOR BEARING CAPACITY EVALUATION WITH FACTORED LOADS. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS AND INFORMATION. DESIGN VALUES SHALL BE FIELD VERIFIED BY QUALIFIED GEOTECHNICAL ENGINEER RETAINED BY THE OWNER. ADDITIONAL SOIL BORINGS SHALL BE DRILLED AT THE SITE AFTER DEMOLITION OF THE EXISTING BUILDING IS COMPLETE. AND FINAL GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE SER. PRIOR TO COMMENCEMENT OF FOUNDATION WORK, CONTRACTOR MUST OBTAIN LETTER FROM SER DENOTING THAT DESIGNED FOUNDATION IS ADEQUATE BASED ON RESULTS OF ADDITIONAL BORINGS AND FINAL GEOTECHNICAL REPORT AND THAT NO REVISIONS ARE REQUIRED. FN-3)THE CONTRACTOR SHALL VERIFY FOUNDATION INSTALLATION AND CONSTRUCTION IS IN CONFORMANCE WITH THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. FN-4)CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION. WHERE NECESSARY, SHEET AND SHORE THE EXCAVATION WITH ALL REQUIRED TIEBACKS AND BRACING AS DETERMINED BY CONTRACTOR’S ENGINEER. FN-5)PROVIDE BRACING FOR ALL BASEMENT FOUNDATION WALLS PRIOR TO BACKFILLING. THIS BRACING SHALL REMAIN IN PLACE UNTIL ALL SLABS AND BEAMS FRAMING INTO WALL HAVE BEEN PLACED AND HAVE ATTAINED 100% OF THEIR DESIGN STRENGTH. FN-6)DO NOT BACKFILL AGAINST CANTILEVER RETAINING WALLS UNTIL THE CONCRETE HAS ATTAINED 100% OF ITS DESIGN STRENGTH GR GENERAL REQUIREMENTS GR-1)AS USED IN THESE GENERAL NOTES: "DRAWINGS" MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS, UON. "SPECIFICATIONS" MEANS THE LATEST PROJECT SPECIFICATIONS, UON. “CONTRACT DOCUMENTS” IS DEFINED AS THE DESIGN DRAWINGS AND THE SPECIFICATIONS “SER” IS DEFINED AS THE STRUCTURAL ENGINEER OF RECORD FOR THE STRUCTURE IN ITS FINAL CONDITION. “DESIGN PROFESSIONALS” IS DEFINED AS THE OWNER’S ARCHITECT AND SER. “MEP” INCLUDES, BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION. “CONTRACTOR” IS DEFINED TO INCLUDE ANY OF THE FOLLOW ING: GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS, CONSTRUCTION MANAGER AND THEIR SUBCONTRACTORS, STRUCTURAL STEEL FABRICATOR OR STRUCTURAL STEEL ERECTOR. “BASE BUILDING STRUCTURE” IS DEFINED AS THE STRUCTURAL FRAME DESIGNED BY THORNTON TOMASETTI. “STRUCTURE IN ITS FINAL CONDITION” MEANS ALL STRUCTURAL ELEMENTS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS ARE INSTALLED AND COMPLETELY CONNECTED AND INSPECTED WITH NO OUTSTANDING NON-COMPLIANCE ISSUES.“DELEGATED DESIGN” MEANS A SCOPE OF WORK THAT MEETS PERFORMANCE CRITERIA ESTABLISHED IN THE CONTRACT DOCUMENTS AND IS TO BE COMPLETED BY THE CONTRACTOR’S LICENSED ENGINEER. GR-2)THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL WORK WITH THE ARCHITECTURAL, CIVIL, MEP CONTRACT DOCUMENTS, AS WELL AS ANY OTHER APPLICABLE TRADES. GR-3)THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL THE CONSTRUCTION OF THE STRUCTURE REACHES ITS FINAL CONDITION. GR-4)THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR’S TEMPORARY SUPPORTS AND BRACES. CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO DESIGN TEMPORARY BRACING AND CONSTRUCTION SUPPORTS. GR-5)LATERAL LOAD RESISTANCE AND STABILITY OF THE STRUCTURE IN ITS FINAL CONDITION IS PROVIDED BY CORE WALLS, SHEAR WALLS, AND FLOOR SLABS. LATERAL STABILITY OF OTHER ELEMENTS IS PROVIDED THROUGH FLOOR SLABS; ROOF DECK; AND IN FLOOR BRACING. GR-6)THE SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. GR-7)THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE WITH THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. GR-8)IN CASES OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER DISCIPLINES OR EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONALS AND OBTAIN CLARIFICATION PRIOR TO BIDDING AND PROCEEDING WITH WORK. GR-9)APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO THOSE INDICATED BY DETAIL, DETAIL TITLE OR NOTE. GR-10)ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS. GR-11)ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED ON DRAWINGS. GR-12)CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UON. GR-13)CENTERLINES OF GRADE BEAMS AND WALLS COINCIDE WITH CENTERLINES OF FOUNDATIONS, UON. GR-14)CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, UON. GR-15)THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES FROM DAMAGE. GR-16)THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITY OF THE STRUCTURE AT THE TIME THE LOAD IS APPLIED. GR-17)THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATIONS WITH THE AS-BUILT TOP OF SUPPORT ELEVATIONS. GR-18)THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES AND LOCATIONS WITH OTHER DISCIPLINES. THE DRAWINGS DO NOT SHOW ALL OPENINGS REQUIRED. ADDITIONAL OPENINGS, BLOCKOUTS AND SLEEVES MAY BE REQUIRED BY OTHER DISCIPLINES AND SHALL BE CONSTRUCTED USING THE TYPICAL DETAILS AND/OR THE CRITERIA INDICATED ON THE DRAWINGS. OPENINGS REQUIRED BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED BY THE STRUCTURAL ENGINEER. GR-19)ELEVATIONS INDICATED ON STRUCTURAL DRAWINGS ARE BASED ON A PROJECT DATUM INDICATED ON THE ARCHITECTURAL / CIVIL DRAWINGS. GR-20) SEE ARCHITECTURAL, CIVIL, MEP, AND VERTICAL TRANSPORTATION, CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION RELATING TO THE COORDINATION OF STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO: CIVIL: PROJECT DATUM SITING OF BUILDING GRID LINES WITH RESPECT TO CITY BENCHMARKS SITE PREPARATION BACKFILLING MATERIALS AND REQUIREMENTS PAVING AND SITE ELEMENTS OUTSIDE OF BUILDING ENVELOPE NEW AND EXISTING SITE UTILITIES ARCHITECTURAL: PLAN DIMENSIONS AND PROJECT DATUM SLAB EDGE DIMENSIONS FINISH ELEVATIONS WATERPROOFING AND DAMP-PROOFING DETAILS RAMP GEOMETRY, PITS, SLAB SLOPES AND DEPRESSIONS EMBEDMENTS, INSERTS, BLOCKOUTS, ETC. EXACT OPENING SIZES FOR PIPES, DUCTS, ETC. CONCRETE FINISHES AND TOPPING SLABS CONCRETE CURBS AND HOUSEKEEPING PADS INTERIOR NON-STRUCTURAL MASONRY PARTITIONS FIRE RATINGS METAL PAN STAIRS AND SUPPORTS OPERABLE PARTITIONS MEP: PIPE AND DUCT SIZES FOR OPENING AND SLEEVE COORDINATION FLOOR DRAINS UNDERFLOOR AND PERIMETER DRAINAGE SYSTEMS EQUIPMENT CURBS CONDUITS AND EMBEDMENTS IN WALLS AND SLABS VERTICAL TRANSPORTATION: INSERTS, HANGERS, TRENCHES, PITS, CONDUITS IN WALLS AND SLABS EQUIPMENT SUPPORT, ELEVATOR DIVIDER BEAMS, EMBEDMENTS, AND ANCHOR RODS CD CODES AND DESIGN CRITERIA CD-1)PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS, UON: CALIFORNIA BUILDING CODE, 2019 EDITION STRUCTURAL CONCRETE: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" THE AMERICAN CONCRETE INSTITUTE (ACI 318-2014) CJ CONCRETE CONSTRUCTION JOINTS CJ-1)PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI-318. SUBMIT SHOP DRAWINGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATIONS, DETAILS AND THE PLACEMENT SEQUENCE FOR THE SER'S APPROVAL PRIOR TO PROCEEDING WITH WORK. CJ-2)UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS, HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN FOOTINGS, PILE CAPS, MAT FOUNDATIONS, GRADE BEAMS, BEAMS, UPTURNED BEAMS, SLABS, AND WALLS WITHOUT PRIOR WRITTEN APPROVAL FROM THE SER BEFORE CONSTRUCTION. CJ-3)PLACE VERTICAL CONSTRUCTION JOINTS TO PROVIDE A 60 FT MAXIMUM LENGTH OF CONCRETE PLACEMENT AND LOCATE AS FOLLOWS: A. FOUNDATION WALLS: MINIMUM OF 8 FT FROM ANY WALL INTERSECTION, PILASTER, PIER, OR WALL OPENING B. BEAMS AND GRADE BEAMS: WITHIN THE MIDDLE THIRD OF THE CLEAR SPAN AVOIDING LAP SPLICES, SUBJECT TO SER APPROVAL. CJ-4)PROVIDE CONTINUOUS WATERSTOPS AT ALL CONSTRUCTION JOINTS EXPOSED TO SOIL OR WATER, AS DESCRIBED IN THE SPECIFICATIONS AND WHERE INDICATED IN THE ARCHITECTURAL DOCUMENTS. CONCRETE MASONRY: ''BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES'' THE MASONRY SOCIETY (TMS 402-2016) STRUCTURAL STEEL: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, (AISC 360-16) CONFORMING TO THE PROVISIONS OF LOAD RESISTANCE FACTOR DESIGN, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC-LRFD) DESIGN LOADS AND CRITERIA: "MINIMUM DESIGN LOADS AND CRITERIA FOR BUILDINGS AND OTHER STRUCTURES" AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-16) CD-2)SEE DESIGN LOAD DIAGRAMS ON SHEET R1.S0.10 THRU R1.S0.16 FOR LOCATIONS AND EXTENT OF LIVE LOAD. CD-3)SUPERIMPOSED DEAD LOADS: SEE DESIGN LOAD DIAGRAMS ON SHEET R1.S0.10 THRU R1.S0.16 FOR LOCATIONS AND EXTENT OF SUPERIMPOSED DEAD LOADS. CD-4)RISK CATEGORY II CD-5)WIND LOAD DESIGN DATA: MAIN WIND FORCE RESISTING SYSTEM BASIC WIND SPEED, V 95 MPH EXPOSURE C WIND IMPORTANCE FACTOR (Iw) 1.0 INTERNAL PRESSURE COEFFICIENT, GCpi +/- 0.18 COMPONENTS & CLADDING EDGE DISTANCE, a 8.0 FT (TOWER) 12.5FT (PODIUM) WIND DESIGN BASE SHEAR X-DIR: 575 KIPS Y-DIR: 1,345 KIPS CD-6)SEISMIC LOAD DESIGN DATA: SEISMIC IMPORTANCE FACTOR (Is) 1.0 Ss (MAPPED) 1.292 g S1 (MAPPED) 0.641 g SDS (SITE-SPECIFIC) 1.177 g SD1 (SITE-SPECIFIC) 0.736 g SITE CLASS D SEISMIC DESIGN CATEGORY D LATERAL SYSTEM DESCRIPTION SPECIAL REINFORCED CONCRETE SHEAR WALLS SEISMIC RESPONSE COEFFICIENT (Cs) 0.105 RESPONSE MODIFICATION FACTOR (R) 5 ANALYSIS PROCEDURE DESCRIPTION MODAL RESPONSE SPECTRUM ANALYSIS TORSION IRREGULARITY TYPE 1A SEISMIC DESIGN BASE SHEAR X-DIR: 6,860 KIPS Y-DIR: 6,860 KIPS CD-7)IN CASES WHERE THE CONTRACTOR DETERMINES THAT SUSPENDED OR FLOOR MOUNTED MEP EQUIPMENT LOADS EXIST WHICH EXCEED DESIGN LOADS INDICATED ON CONTRACT DOCUMENTS, CONTRACTOR SHALL SUBMIT LOAD DATA TO DESIGN PROFESSIONALS FOR REVIEW PRIOR TO PROCEEDING WITH W ORK. CD-8)DISTRIBUTE THE MAXIMUM LOAD HUNG FROM ANY STRUCTURAL MEMBER FOR MEP DUCTWORK, PIPING ETC OVER THE MEMBER’S TRIBUTARY AREA IN A WAY THAT THE DESIGN SUPERIMPOSED DEAD LOADS LISTED IN CONTRACT DOCUMENTS ARE NOT EXCEEDED. THE CONTRACTOR SHALL COORDINATE THE LOADS OF ALL TRADES AND PROVIDE ADDITIONAL SUPPORT OR DISTRIBUTION FRAMING AS REQUIRED TO ACHIEVE THE ALLOWABLE LOAD DISTRIBUTION. CD-9) ESCALATOR SUPPORTS AND PITS ARE BASED ON ESCALATOR TYPES INDICATED ON ARCHITECTURAL CONTRACT DOCUMENTS. CONTRACTOR SHALL SUBMIT FOR REVIEW ANY PLANNED CHANGE TO ESCALATORS TO DESIGN PROFESSIONALS PRIOR TO SUBMITTING CORRESPONDING STRUCTURAL SHOP DRAWINGS FOR ACTION. CD-10)ELEVATOR GUIDERAIL SUPPORTS, MACHINE ROOMS, PITS, AND PENTHOUSES ARE BASED ON ELEVATOR TYPES INDICATED ON ARCHITECTURAL CONTRACT DOCUMENTS. CONTRACTOR SHALL SUBMIT FOR REVIEW ANY PLANNED CHANGE TO ELEVATORS TO DESIGN PROFESSIONALS PRIOR TO SUBMITTING CORRESPONDING STRUCTURAL SHOP DRAWINGS FOR ACTION. CD-11)STRUCTURAL COMPONENTS ARE NOT DESIGNED FOR VIBRATING EQUIPMENT. MOUNT VIBRATING EQUIPMENT ON VIBRATION ISOLATORS. CD-12)SERVICEABILITY LIVE LOAD FLOOR DEFLECTION IS LESS THAN L/360 OR 1/4", WHICHEVER IS LESS. LONG-TERM FLOOR TOTAL DEFLECTION IS LESS THAN L/240 OR 3/4", WHICHEVER IS LESS. EXTERIOR EDGE BEAMS HAVE BEEN DESIGNED TO LIMIT LIVE LOAD MIDSPAN VERTICAL DEFLECTION TO 1/360 OF THE SPAN OR 1/4", WHICHEVER IS LESS. EXTERIOR EDGE BEAMS HAVE BEEN DESIGNED TO LIMIT DEAD PLUS SUPERIMPOSED DEAD LOAD MIDSPAN VERTICAL DEFLECTION TO 1/240 OF THE SPAN OR 3/4”, WHICHEVER IS LESS. LATERAL DRIFT DUE TO WIND LOADS IS LESS THAN OR EQUAL TO 1/400 OF THE BUILDING HEIGHT. LATERAL STORY DRIFT DUE TO SERVICE LEVEL SEISMIC OR WIND LOADS IS LESS THAN OR EQUAL TO THE LESSER OF 0.5% OF THE STORY HEIGHT, OR 3/4". LATERAL STORY DRIFT DUE TO DESIGN SEISMIC LOADS IS LESS THAN OR EQUAL TO 2% OF THE HEIGHT OF THE STORY. CD-13)CONNECTIONS OF SYSTEMS DESIGNED BY CONTRACTOR’S ENGINEER SUCH AS, BUT NOT LIMITED TO, CLADDING, STAIRS, ELEVATORS, ESCALATORS, PRECAST STADIA, AND MEP LOADS ARE ASSUMED TO IMPOSE VERTICAL AND/OR HORIZONTAL LOADS ON THE BASE BUILDING STRUCTURAL MEMBERS WITHOUT GENERATING TORSION IN THE SUPPORTING STRUCTURAL MEMBERS. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL SUPPLEMENTARY BRACING MEMBERS AS REQUIRED TO PREVENT TORSION ON THE BASE BUILDING STRUCTURE. CD-14)FOR FIRE RATING AND FIREPROOFING ASSEMBLY EVALUATIONS, CONSIDER THE FOLLOWING ASSEMBLIES RESTRAINED: COMPOSITE WIDE-FLANGE STEEL FRAMING, INTERIOR BAYS OF CONTINUOUS CAST-IN-PLACE CONCRETE CONSTRUCTION. CONSIDER ALL OTHER ASSEMBLIES UNRESTRAINED. CD-15)THERE HAVE BEEN NO LOAD RESTRICTION FACTORS APPLIED TO THE STRUCTURAL DESIGN FOR THE PURPOSES OF SELECTING FIREPROOFING ASSEMBLIES. DE DEMOLITION DE-1)THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE WORK IS COMPLETED. THE CONTRACTOR SHALL PROVIDE SHORING IN REQUIRED LOCATIONS WHERE EXISTING CONSTRUCTION TO REMAIN WILL BE AFFECTED BY DEMOLITION. CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED TO DESIGN SHORING. DE-2)THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY STRUCTURAL ELEMENTS WHICH ARE TO REMAIN AND THAT HAVE BEEN DAMAGED DURING THE DEMOLITION PROCESS TO THE COMPLETE SATISFACTION OF THE OWNER. THE REPAIRS SHALL BE AT NO EXPENSE TO THE OWNER. ALL REPAIR WORK SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND SUBMITTED TO THE SER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING REPAIR WORK. DE-3)ALL EXISTING FRAMING IS INDICATED FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY THE CONTRACTOR. VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH THE EXISTING CONSTRUCTION. IMMEDIATELY NOTIFY THE DESIGN PROFESSIONALS OF ANY INCONSISTENCIES. DE-4)THE CONTRACTOR SHALL USE THE STRUCTURAL CONTRACT DOCUMENTS IN CONJUNCTION WITH THE ARCHITECTURAL AND MEP DEMOLITION CONTRACT DOCUMENTS. IN THE EVENT OF CONFLICTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONALS. DE-5)THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR DEMOLITION AND REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A CAREFUL AND ORDERLY MANNER TO PREVENT HAZARDS TO PERSONS, DAMAGE TO PROPERTY, AND THE SPREADING OF DUST AND DEBRIS. DE-6)DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOR DEBRIS TO DROP EXCEPT BY METHODS WHICH WILL INSURE INTEGRITY OF THE STRUCTURE. DE-7)PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE OF DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY MECHANICAL SYSTEM, ELECTRICAL SYSTEM OR UTILITY EMBEDDED IN THE EXISTING STRUCTURE. DE-8)DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON CONTRACT DOCUMENTS. DO NOT DAMAGE, MAR, CUT OR DEFACE THE REMAINING STRUCTURE OR MATERIALS TO BE REUSED. DE-9)THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF REMOVING DEMOLISHED MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, AND REGULATIONS. DE-10) WHERE NEW OPENINGS IN EXISTING CONCRETE SLABS OR WALLS ARE TO BE CREATED, THE DEMOLITION CONTRACTOR SHALL CORE HOLES AT THE OUTSIDE CORNERS OF THE NEW OPENING PRIOR TO DEMOLITION. SAW-CUT AND DEMOLISH SLAB OR WALL ONLY AFTER THE INSTALLATION OF ALL REQUIRED NEW STRUCTURAL FRAMING AND/OR REINFORCEMENT IN PLAN OR SECTION, UON. SAW CUTTING SHALL BE STRAIGHT AND SHALL NOT EXTEND INTO EXISTING SLAB OR WALL TO REMAIN NOR BEYOND THE HOLES CORED AT THE CORNERS OF THE NEW OPENING. DI DELEGATED DESIGN ITEMS DI-1)THE CONTRACTOR SHALL EMPLOY OR RETAIN A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED TO DESIGN AND DETAIL DELEGATED DESIGN ITEMS TO MEET THE PERFORMANCE AND DESIGN CRITERIA ESTABLISHED AS PART OF THE BASE BUILDING STRUCTURE INDICATED IN THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO: POST-TENSIONING TENDON LAYOUT AND EFFECTIVE FORCE, FRICTION LOSS CALCULATIONS POST-TENSIONING SEQUENCE COLD-FORMED METAL FRAMING EXTERIOR CLADDING SYSTEMS STOREFRONT SYSTEM (INCLUDING INTEGRAL CANOPIES) METAL STAIRS ELEVATORS WINDOW WASHING TIEBACK OR DAVIT SYSTEMS CATWALKS MEP PLATFORMS, EQUIPMENT ANCHORAGE, AND BRACING POOL & SPA FIT-OUTS STORM WATER TANK CABLE RAIL RESTRAINT AT PARKING STALLS SHORING/RESHORING DESIGN AND CALCULATIONS CONTRATOR TO REFERENCE SHEET R1.G0.010 FOR FULL LIST OF DELEGATED DESIGN ITEMS SU SUBMITTALS SU-1)TWENTY WORKING DAYS PRIOR TO SUBMITTING SHOP DRAWINGS, THE CONTRACTOR SHALL SUBMIT FOR SER'S REVIEW A SCHEDULE WHICH DETAILS THE ESTIMATED QUANTITY OF SHOP DRAWINGS AND THE DATE THE SHOP DRAWINGS WILL BE RECEIVED BY THE SER. THE SER SHALL HAVE THE OPPORTUNITY TO REVIEW THE PROPOSED SCHEDULE AND SUBMIT COMMENTS TO THE CONTRACTOR. THE FINAL SHOP DRAWING SCHEDULE SHALL BE DEVELOPED AND SUBMITTED TO THE SER. IN ACCORDANCE WITH THE SHOP DRAWING SCHEDULE, THE SER WILL RETURN THE SHOP DRAWING ITEMS WITHIN TEN WORKING DAYS AFTER HAVING RECEIVED THE ELECTRONIC SHOP DRAWING. SU-2)THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO DESIGN PROFESSIONALS. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING THAT THE FOLLOWING IS ADDRESSED: 1. THE SHOP DRAWING IS REQUESTED. 2. THE SHOP DRAWING IS BASED ON THE LATEST DESIGN. 3. THE DESIGN PROFESSIONALS’ COMMENTS FROM ANY PREVIOUS SUBMITTALS ARE ADDRESSED. 4. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES. 5. REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS. 6. SUBMITTAL IS COMPLETE. 7. SUBMITTAL DOES NOT INCLUDE SUBSTITUTION REQUEST 8. SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION NUMBER. THE SER SHALL RETURN, WITHOUT COMMENT, SUBMITTALS W HICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THE SER’S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW. SU-3)FOR COMPONENTS THAT REQUIRE ENGINEERING BY THE CONTRACTOR, PROVIDE A NOTE ON EACH SHOP DRAWING, WRITTEN AND SIGNED BY THE SUPPLIER'S ENGINEER, INDICATING THAT THE SHOP DRAWING IS IN CONFORMANCE WITH THE CALCULATIONS OF THE CONTRACTOR'S ENGINEER. SU-4)THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW AS OUTLINED IN THE SPECIFICATIONS: 031000 S CALC CONCRETE FORMWORK 032000 S CONCRETE REINFORCING LAYOUT 033000 CALC CONCRETE MIX DESIGNS 033000 S CONCRETE CONSTRUCTION JOINT LAYOUT 033800 S POST-TENSIONING TENDON LAYOUT 033800 CALC POST-TENSIONING FRICTION LOSSES 034120 S CALC STRUCTURAL PRECAST CONCRETE 034120 S CALC STRUCTURAL PRECAST CONCRETE CONNECTIONS 041000 S MASONRY REINFORCEMENT LAYOUT 051000 S STRUCTURAL STEEL 051000 S CALC STRUCTURAL STEEL CONNECTIONS 051000 S SHEAR STUD LAYOUT 053000 S CALC STEEL COMPOSITE DECK 053000 S CALC STEEL FORM DECK 053000 S CALC STEEL ROOF DECK S = SHOP DRAWINGS REQUIRED CALC = SUPPORTING CALCULATIONS REQUIRED, SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. SU-5)THE ITEMS IN THIS SECTION REFER TO LOADS IMPOSED BY CONTRACTOR DESIGNED SYSTEMS, SPECIFICALLY: ARCHITECTURAL PRECAST CONCRETE AND CONNECTIONS COLD-FORMED METAL FRAMING EXTERIOR CLADDING SYSTEMS METAL STAIRS ARCHITECTURAL ORNAMENTATION (FLAGPOLES, BANNERS, MASTS, ETC.) ELEVATOR REACTIONS SKYLIGHTS WINDOW WASHING TIEBACK OR DAVIT SYSTEMS CATWALKS MEP PLATFORMS, EQUIPMENT ANCHORAGE AND BRACING WHERE CONTRACTOR LOADS IMPOSED DO NOT EXCEED AND/OR CONNECTION CONDITIONS DO NOT DIFFER FROM WHAT IS INDICATED IN THE STRUCTURAL DRAWINGS, SUBMIT FOR RECORD A LETTER SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED STATING THE FOLLOWING: “THE CONTRACTOR DESIGNED SYSTEM HAS BEEN DESIGNED TO IMPOSE LOADS ON THE BASE BUILDING STRUCTURE THAT ARE WITHIN THE LOAD LIMITS AND AT THE LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS.” WHERE CONTRACTOR LOADS IMPOSED FOR THE FOLLOWING ITEMS EXCEED AND/OR CONNECTION CONDITIONS DIFFER FROM WHAT IS SHOWN IN THE STRUCTURAL DRAWINGS, SUBMIT FOR APPROVAL TO SER LOADS IMPOSED ON THE PRIMARY STRUCTURAL FRAME DUE TO THE DEAD, LIVE, AND WIND/SEISMIC LOADS INDICATED ON THE CONTRACT DOCUMENTS. SUBMITTAL SHALL LIST THE DESIGN LOADS USED AND BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. SUBMITTAL SHALL INCLUDE LOCATION, MAGNITUDE AND DIRECTION OF UNFACTORED IMPOSED LOADS, GRAPHICALLY REPRESENTED IN THEIR APPROPRIATE LOCATIONS ON A COPY OF THE CONTRACT DOCUMENT STRUCTURAL FRAMING PLANS OR ELEVATIONS AS APPROPRIATE. DETAIL REFERENCES IN THE CONNECTIONS APPLICABLE AT EACH LOCATION SHALL BE NOTED ON THE SUBMITTAL DRAWINGS. FOR EXTERIOR WALL ASSEMBLIES, THE LOADS IMPOSED SUBMITTAL SHALL BE COMPREHENSIVE INDICATING THE LOADS IMPOSED ON THE BASE BUILDING STRUCTURE AND SHALL INCLUDE THE REACTIONS BASED ON THE ACTUAL LOADS OF THE ENTIRE ASSEMBLY, INCLUDING BUT NOT LIMITED TO GLAZING, CLADDING, METAL STUD BACKUP, AND MULLIONS. FOR MEP SYSTEMS, THE LOADS IMPOSED SUBMITTAL SHALL BE COMPREHENSIVE INDICATING THE LOADS IMPOSED ON THE BASE BUILDING STRUCTURE AND SHALL INCLUDE THE REACTIONS BASED ON THE ACTUAL LOADS OF THE ENTIRE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEM, INCLUDING BUT NOT LIMITED TO PIPING, DUCTS, ELECTRICAL RACEWAYS, AND EQUIPMENT WEIGHTS. A SUBSTITUTION REQUEST MAY BE REQUIRED WHERE CONTRACTOR LOADS IMPOSED EXCEED AND/OR CONNECTION CONDITIONS DIFFER FROM THE BASIS OF DESIGN. RE CONCRETE REINFORCEMENT RE-1)ALL CONCRETE SHALL INCLUDE REINFORCEMENT. IF REINFORCEMENT IS NOT SPECIFICALLY INDICATED ON THE DRAWINGS VERIFY WITH THE SER. RE-2)REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES UON: DEFORMED BARS: ASTM A615 GRADE 60/75 OR 80 (AS INDICATED) WELDABLE DEFORMED BARS: ASTM A706 EPOXY COATED DEFORMED BARS: ASTM A615 / A775 WELDED WIRE REINFORCEMENT ASTM A1064 EPOXY COATED WELDED WIRE REINFORCEMENT ASTM A1064 / A884 SHEAR/CORE WALL VERTICAL REINFORCEMENT ASTM A706 AND COUPLING BEAM LONGITUDINAL/DIAGONAL REINFORCEMENT RE-3)DETAIL REINFORCEMENT BASED ON THE PROJECT REQUIREMENTS, ACI-318 AND ACI-315, UON. RE-4)WHERE A 90-DEG, 135 –DEG OR 180-DEG HOOK IS GRAPHICALLY INDICATED, PROVIDE CORRESPONDING ACI STANDARD HOOKS UON. RE-5)DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT UON. RE-6)REINFORCEMENT SHALL HAVE CONCRETE PROTECTION (CLEAR COVER) PER ACI 318 UNLESS OTHERWISE INDICATED ON THE DRAWINGS. RE-7)LAP REINFORCEMENT ONLY AT LOCATIONS AS SPECIFICALLY DETAILED ON THE DRAWINGS EXCEPT REINFORCEMENT MARKED AS CONTINUOUS CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR USING TENSION LAP SPLICES (LTS). SEE LAP SPLICE AND EMBEDMENT SCHEDULE. RE-8)UNLESS OTHERWISE NOTED ALL LAP SPLICES ARE TO BE TENSION LAP SPLICES PER LAP SPLICE AND EMBEDMENT SCHEDULE. RE-9)PROVIDE MECHANICAL SPLICES FOR BARS LARGER THAN #11 OR WHERE INDICATED. PROVIDE TENSILE, PRE-QUALIFIED, WELDED OR THREADED MECHANICAL SPLICES UON. RE-10)LAP WELDED WIRE REINFORCEMENT TWO PANEL SPACINGS, UON. RE-11)PROVIDE LAP SPLICE LOCATIONS AS FOLLOWS, UON: A. GRADE BEAM / WALL (TOP HORIZONTAL REINFORCEMENT): AT CENTER OF SPAN B. GRADE BEAM / WALL (BOTTOM HORIZONTAL REINFORCEMENT): AT SUPPORTS C. WALL INSIDE FACE (VERTICAL REINFORCEMENT): AT SUPPORT D. WALL OUTSIDE FACE (VERTICAL REINFORCEMENT): AT STORY MIDHEIGHT OF WALL FOR BELOW GRADE FOUNDATION WALLS, AT SUPPORT FOR OTHER WALLS E. UNLESS OTHERWISE NOTED TERMINATE BARS AT DISCONTINUOUS ENDS WITH STANDARD HOOKS. RE-12)PROVIDE EPOXY COATED REINFORCEMENT AND ACCESSORIES IN AREAS OF DIRECT EXPOSURE TO THE ENVIRONMENT, CHEMICALS, OR DE-ICING FOR THE AREAS INDICATED ON THE DRAWINGS. CM CONCRETE MATERIALS CM-1)CONCRETE STRENGTH SHALL MEET THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS (f' c), UON: SITE RETAINING WALLS 4,000 PSI FOOTINGS 5,000 PSI MAT FOUNDATIONS 5,000 PSI GRADE BEAMS 5,000 PSI FOUNDATION WALLS, PILASTERS, BUTTRESSES 5,000 PSI NON-SHRINK GROUT 8,000 PSI SLAB ON GRADE, CONCRETE CURBS 4,000 PSI CONCRETE ON STEEL DECK 4,000 PSI FORMED CONCRETE SLABS AND BEAMS* 5,750 PSI CONCRETE HOUSEKEEPING PADS, AND FILL SLABS 4,000 PSI (LIGHTWEIGHT) COLUMNS 6,000-8,000 PSI ** CONCRETE SHEAR WALLS 8,000 PSI SEE QUALITY CONTROL FOR HIGH STRENGTH CONCRETE NOTES FOR ADDITIONAL INFORMATION. * USE OF SILICEOUS AGGREGATE IN ELEVATED SLABS AND BEAMS IS PROHIBITED. ** SEE COLUMN SCHEDULE. *** SEE CORE AND SHEAR WALL SCHEDULE. CM-2)PROVIDE NORMALWEIGHT CONCRETE WITH CURED DENSITY OF 145 +/- 5 PCF, AND AGGREGATE CONFORMING TO ASTM C33, UON. WHERE INDICATED, PROVIDE LIGHTWEIGHT CONCRETE WITH CURED DENSITY OF 112+/-3 PCF AND AGGREGATE CONFORMING TO ASTM C330. CM-3)THE USE OF CALCIUM CHLORIDE AND OTHER CHLORIDE CONTAINING AGENTS IS PROHIBITED. THE USE OF RECYCLED CONCRETE IS PROHIBITED. PLACEMENT WITHIN AND CONTACT BETWEEN ALUMINUM ITEMS, INCLUDING ALUMINUM CONDUIT, AND CONCRETE IS PROHIBITED. CM-4)ALL CAST-IN-PLACE CONCRETE WILL EXPERIENCE DIFFERING VARIATIONS OF CRACKING. ANY ELEMENT EXPOSED TO DIRECT WEATHER AND/OR TEMPERATURE VARIATIONS DURING CONSTRUCTION OR IN THE FINAL CONDITION IS TO BE TREATED AND REGULARLY MAINTAINED TO PREVENT PROPAGATION OF CRACKS AND WATER PENETRATION. THE CONTRACTOR SHALL DEVELOP A REGULAR MAINTENANCE PROGRAM AND SUBMIT IT TO THE OW NER. MAXIMUM INELASTIC LATERAL DISPLACEMENT DUE TO SEISMIC LOADS ARE AS FOLLOWS: NORTH-SOUTH 16.0"ROOF LEVEL LEVEL 10" EAST-WEST 16.4" ROOF LEVEL LEVEL 10" 8.7"LEVEL 09 8.2"LEVEL 09 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: NO 5 BARS OR SMALLER........................................................... NO 6 BARS AND LARGER........................................................... CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS: NO 11 BARS OR SMALLER......................................................... NO 14 BARS AND LARGER......................................................... BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS.................................................................. SHELLS, FOLDED PLATE MEMBERS: NO 11 BARS OR SMALLER......................................................... NO 14 BARS AND LARGER......................................................... COVERLOCATION 3" 1 1/2" 2" 3/4" 1 1/2" 1 1/2" 1/2" 3/4" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 12" = 1'-0" 11/19/2024 3:19:57 PM R1.S0.02 GENERAL NOTES S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 MA MASONRY MA-1)LOAD BEARING, NON-LOAD BEARING, AND BACKUP WALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE FOLLOWING MATERIAL STANDARDS: CONCRETE BLOCK: ASTM C90, LIGHTWEIGHT (105 PCF) (MINIMUM 28 DAY COMPRESSIVE STRENGTH 1900 PSI FOR S OR M OR 2150 PSI FOR N) MORTAR: ASTM C270, TYPE S, M OR N PORTLAND CEMENT / LIME ONLY BY PROPORTION MORTAR USAGE (UON ON DRAWINGS): USE TYPE S OR M MORTAR WHEN MASONRY IS IN DIRECT CONTACT WITH SOIL; USE TYPE S MORTAR FOR ALL EXTERIOR AND INTERIOR LOAD-BEARING WALLS; USE TYPE N MORTAR FOR ALL EXTERIOR AND INTERIOR NON-LOAD-BEARING WALLS GROUT: ASTM C476 BY PROPORTION (MINIMUM 28 DAY COMPRESSIVE STRENGTH 2000 PSI) REINFORCEMENT: ASTM A615, GRADE 60 JOINT REINFORCEMENT: ASTM A1064, TRUSS OR LADDER TYPE EXTERIOR JT REINF: GALVANIZE PER ASTM A153 INTERIOR JT REINF: TYPICAL GALVANIZE PER ASTM A641 RELATIVE HUMIDITY >75% GALVANIZE PER ASTM A153 ADHESIVE ANCHORS: HILTI HIT-HY 70 MA-2)THE MINIMUM COMPRESSIVE STRENGTH OF THE MASONRY (f' m) SHALL BE 1,800 PSI UON, VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. MA-3)CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR OR GROUT. MA-4)PROVIDE FULL FACE SHELL MORTAR COVERAGE ON MASONRY UNIT HORIZONTAL AND VERTICAL (BED AND HEAD) FACE SHELL JOINTS. MA-5)PROVIDE FULL MORTAR COVERAGE ON WEBS AROUND ALL GROUTED CELLS. MA-6)LAY MASONRY UNITS IN RUNNING BOND UON WITH UNITS DESIGNED TO ALIGN WITH WEBS IN EACH COURSE. MA-7)REFER TO PLANS AND DETAILS FOR BONDED JOINT REQUIREMENTS AT WALL CORNERS AND INTERSECTIONS. WHERE INDICATED ON DRAWINGS, INTERLOCK WALLS WITH METAL TIES, ANCHORS OR PREFABRICATED JOINT REINFORCEMENT UON ON DRAWINGS OR IN SPECIFICATIONS. MA-8)GROUT SOLID CELLS WITH REINFORCEMENT. GROUT SOLID CELLS IN BELOW GRADE CONSTRUCTION WHERE MASONRY IS IN CONTACT WITH SOIL. MA-9)GROUT MINIMUM OF ONE (1) CELL WITH REINFORCEMENT AT EACH SIDE OF ALL OPENINGS. SEE DRAWINGS FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. MA-10)WHERE STRAP ANCHORS ARE REQUIRED BY DRAWINGS OR SPECIFICATIONS, LOCATE THEM AT DIFFERENT BED JOINTS THAN THOSE RECEIVING HORIZONTAL JOINT REINFORCEMENT. MA-11)WHERE REQUIRED, LAP HORIZONTAL JOINT REINFORCEMENT BY AT LEAST 6 INCHES. MA-12)PLACE GROUT BY THE LOW-LIFT METHOD. MAXIMUM GROUT POUR SHALL BE 4 FEET. SS STRUCTURAL STEEL SS-1)STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS: ROLLED SHAPES AND CHANNELS: ASTM A572 OR A992, MIN YIELD STRENGTH 50 KSI ANGLES FOR TRUSSES AND BRACES: ASTM A572 OR A529, MIN YIELD STRENGTH 50 KSI MISCELLANEOUS ANGLES: ASTM A572 OR A529, MIN YIELD STRENGTH 50 KSI HOLLOW STRUCTURAL SECTIONS: GRADE C, MIN YIELD STRENGTH 46 KSI FOR ROUND AND 50 KSI FOR RECTANGULAR HSS SEAMLESS PIPE: ASTM A53 GRADE B, TYPE S, MIN YIELD STRENGTH 35 KSI. PLATES ASTM A572 OR A529, MIN YIELD STRENGTH 50 KSI SS-2)CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS OR AS NEEDED FOR CONNECTION DESIGN: ANGLES: ASTM A572 OR A529, MIN YIELD STRENGTH 50 KSI WTs: ASTM A992 PLATES: ASTM A36, MIN YIELD STRENGTH 36 KSI OR ASTM A572 OR A529, MINIMUM YIELD STRENGTH 50 KSI BOLTS: ASTM A325 OR A490 NUTS: ASTM A563 WASHERS: ASTM F436 ANCHOR RODS: ASTM F1554 GRADE 55 WITH WELDABILITY SUPPLEMENT S1 HEADED STUDS: ASTM A 108, GRADE 1010 THROUGH 1020 HEADED STUD TYPE, COLD-FINISHED CARBON STEEL, AWS D1.1, TYPE B. 3/4” DIAMETER UON WELD ELECTRODES: E70XX SS-3)WHERE NO CAMBER IS INDICATED, FABRICATE BEAMS SO THAT ANY NATURAL CAMBER IS UPWARD AFTER ERECTION. SS-4)SPLICES SHALL BE ALLOWED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS UNLESS APPROVED OTHERWISE BY THE SER IN WRITING. SS-5)FOR STEEL MEMBERS AND EMBEDMENTS EXPOSED TO WEATHER, PROVIDE HOT- DIPPED GALVANIZED FINISH OR APPROVED ZINC RICH EXTERIOR COATING SYSTEM. SS-6)PROVIDE HOLES IN ALL STEEL AS REQUIRED TO PREVENT ANY ACCUMULATION OF WATER. ALL PENETRATIONS THROUGH MAIN MEMBERS SHALL NOT EXCEED 1 1/8" DIA. AND SHALL BE GROUND SMOOTH. THESE DRAINS MUST BE KEPT CLEAN AND OPEN. SS-7)SHOW ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN STRUCTURAL STEEL MEMBERS FOR ERECTION OR THE WORK OF OTHER TRADES ON THE SHOP DRAWINGS FOR APPROVAL BY THE DESIGN PROFESSIONALS. SS-8)FIELD MODIFICATION OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE DESIGN PROFESSIONALS. SS-9)MINIMUM CHARPY V-NOTCH IMPACT TESTING VALUES FOR STEEL USING COMPLETE JOINT PENETRATION GROOVE WELDS THAT FUSE THROUGH THE THICKNESS OF THE FLANGE OR WEB AND STEEL DESIGNATED AS PART OF THE SEISMIC FORCE RESISTING SYSTEM USING WELDED OR BOLTED CONNECTIONS SHALL BE AS FOLLOWS: A. ASTM A6/A6M HOT-ROLLED SHAPES WITH A FLANGE THICKNESS EXCEEDING 2 INCHES: 20 FT-LB @ 70 DEG F. THIS TESTING TO BE IN ACCORDANCE WITH SUPPLEMENTARY REQUIREMENT S30, CHARPY V-NOTCH IMPACT TEST FOR STRUCTURAL SHAPES – ALTERNATE CORE LOCATION. B. BUILT-UP HEAVY SECTIONS WITH PLATES EXCEEDING 2 INCHES IN THICKNESS: 20 FT- LB @ 70 DEG F. THIS TESTING TO BE PERFORMED AT FREQUENCY P AND IN ACCORDANCE WITH ASTM A673/A673M. C. REGARDLESS OF THICKNESS, ALL TRUSSES, LATERAL SYSTEM MEMBERS (INCLUDING COLUMNS, WIND GIRDERS, BRACES, ETC.): 20 FT-LB @ 70 DEG F. D. STEEL EXPOSED TO TEMPERATURES IN SERVICE BELOW 50 DEG F: 20 FT-LB @ LAST + 70 DEG F, 40 DEG F MAX. E. REGARDLESS OF THICKNESS, ALL TRUSSES, LATERAL SYSTEM MEMBERS (INCLUDING COLUMNS, WIND GIRDERS, BRACES, ETC) EXPOSED TO TEMPERATURES IN SERVICE BELOW 50 DEG F: 30 FT-LB @ LAST + 70 DEG F, 40 DEG F MAX. F. WELD METAL: 20 FT-LB @ 0 DEG F AND 40 FT-LB @ 70 DEG F. G. WELD METAL EXPOSED TO TEMPERATURES IN SERVICE BELOW 50 DEG F: 20 FT- LB @ 0 DEG F AND 40 FT-LB @ LAST + 20 DEG F, 40 DEG F MAX. SS-10)STRUCTURAL STEEL MEMBERS AND CONNECTIONS THAT ARE INDICATED AS PART OF THE SEISMIC FORCE RESISTING SYSTEM SHALL COMPLY WITH SPECIFICATION SECTION 051210. SC STRUCTURAL STEEL CONNECTIONS SC-1)ALL STEEL DETAILS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, AISC-LOAD AND RESISTANCE FACTOR DESIGN. SC-2)ALL CONNECTIONS INDICATED ON STRUCTURAL DRAWINGS HAVE BEEN COMPLETELY DESIGNED. SC-3)DETAILS INDICATED ON DRAWINGS DO NOT SHOW ERECTION AIDS. PROVIDE ERECTION AIDS AS REQUIRED AND REMOVE THEM AFTER WORK IS COMPLETE. SC-4) ALTERNATE CONNECTIONS TO THOSE SHOWN ON DRAWINGS WILL BE CONSIDERED AS A SUBSTITUTION REQUEST. SEE PROJECT SPECIFICATIONS. SC-5)FOR CONNECTION DETAILING, SET CONNECTION WORK POINT AT INTERSECTION OF MEMBER CENTERLINES, UON. SC-6)CONNECTION DESIGN FORCES INDICATED ON THE DRAWINGS ARE FACTORED UON. SC-7)USE NO MORE THAN TWO BOLT DIAMETERS, ALL BOLTS OF THE SAME DIAMETER SHALL BE OF THE SAME GRADE, SKIP ONE SIZE BETWEEN DIAMETERS. BOLTS TO BE A MINIMUM OF 3/4-INCH DIAMETER GRADE A325. SC-8)BEAM CONNECTION DESIGN NOTES: EXCEPT WHERE “SNUG TIGHT” INSTALLATION IS SPECIFICALLY PERMITTED ON DRAWINGS OR “SLIP CRITICAL” DETAILING IS REQUIRED, ALL HIGH STRENGTH BOLTS SHALL BE INSTALLED AS FULL PRETENSIONED BOLTS. AT A MINIMUM ALL BOLTED MOMENT AND AXIAL CONNECTION SHALL HAVE PRETENSIONED BOLTS IN STANDARD HOLES. BOLTED MOMENT CONNECTIONS AT CANTILEVERS AND BACKSPANS SHALL USE SLIP CRITICAL BOLTS. DO NOT USE OVERSIZED OR SLOTTED HOLES FOR ANY CONNECTIONS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY THE SER. SC-9)ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STRUCTURAL WELDING CODE, ANSI/AWS D1.1, LATEST EDITION. ALL WELD SIZES SHALL BE THE LARGER OF THE SIZE REQUIRED BY CONNECTION FORCES, THE MINIMUM SIZE PER ANSI/AWS D1.1, OR 3/16 INCH MINIMUM FILLET WELD UON. ANY WELD SIZES SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES AND SHALL BE INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS BETWEEN COMPONENTS. SC-10)USE RUNOFF TABS AT ALL BEVEL AND COMPLETE JOINT PENETRATION WELDS. REMOVE RUNOFF TABS BY NEAT CUTS AFTER WELD IS COMPLETED. GRIND SMOOTH WHERE REQUIRED BY DETAIL. SC-11)WHERE REQUIRED BY DETAIL REMOVE WELD BACK UP BARS AND GRIND SMOOTH AFTER WELD IS COMPLETED. SD STEEL DECK GENERAL REQUIREMENTS SD-1)THE DESIGN, MANUFACTURE AND ERECTION OF STEEL DECK AND ITS ANCHORAGE SHALL, AT A MINIMUM, BE IN ACCORDANCE WITH "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS" OF THE STEEL DECK INSTITUTE (SDI), CURRENT EDITION AND "SPECIFICATIONS FOR DESIGN OF LIGHT GAGE COLD FORMED STEEL STRUCTURAL MEMBERS" AS PUBLISHED BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI), CURRENT EDITION. SD-2)CONFIGURE ALL STEEL DECK USING THREE SPAN CONTINUOUS LAYOUTS WHEREVER POSSIBLE. SD-3)CONFIGURE ALL STEEL DECK AS SHOWN ON THE DRAWINGS. SD-4)DESIGN STEEL DECK FOR UNSHORED CONDITIONS. DK STEEL COMPOSITE DECK AND FORM DECK DK-1)COMPOSITE DECK AND FORM DECK SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES: ASTM A653-HOT-DIPPED GALVANIZED CONFORMING TO ASTM A924 G60, OR ASTM A1008, GRADE C WITH PHOSPHATE TREATED AND BAKED ON RUST-INHIBITIVE PAINT FABRICATE STEEL DECK UNITS AND ACCESSORIES FROM STEEL SHEET CONFORMING TO ASTM A653 STRUCTURAL QUALITY [GRADE 33], WITH A MINIMUM YIELD STRENGTH OF [33 KSI]. DK-2)FASTEN COMPOSITE FLOOR DECK UNITS AS FOLLOWS: A. TO THE STEEL FRAMEWORK AT ENDS OF UNITS AND AT ALL INTERMEDIATE SUPPORTS: BY PUDDLE WELDS NOT LESS THAN 3/4 INCH DIAMETER SPACED AT 12 INCHES ON CENTER MAXIMUM, UON. WHERE PRESENT, A HEADED STUD CAN REPLACE A PUDDLE WELD. B. AT SIDE LAPS OF ADJACENT UNITS BETWEEN SUPPORTS AT INTERVALS NOT EXCEEDING 24 INCHES ON CENTER UON. DK-3)COMPOSITE FLOOR DECK HANGER TABS LOADS SHALL NOT EXCEED [60]LBS PER HANGER TAB. IN ADDITION LOADS ON HANGERS SHALL BE DISTRIBUTED IN SUCH A MANNER THAT THE TRIBUTARY LOADS FOR EACH HANGER SHALL NOT EXCEED 5 POUNDS PER SQUARE FOOT. DK-4)DISTRIBUTE STEEL STUDS UNIFORMLY OVER BEAM SPAN UNLESS OTHERWISE NOTED ON DRAWINGS. MAXIMUM SPACING OF 3/4 INCH HEADED STUDS SHALL NOT EXCEED 12” ON CENTER (ONE STUD PER FOOT) UNLESS OTHERWISE NOTED ON PLAN. DK-5)HEADED SHEAR STUDS SHALL EXTEND A MINIMUM OF 1 ½ INCHES ABOVE THE TOP OF STEEL DECK WITH A MINIMUM CLEAR COVER OF ½ INCH FROM THE TOP OF SLAB. DK-6)STEEL COMPOSITE DECKS ARE TO BE [POURED-TO-THICKNESS] [POURED LEVEL TO COLUMNS] OR AS INDICATED ON THE DRAWINGS. DK-7)DESIGN AND DETAIL COMPOSITE DECK TO SUPPORT SCHEDULED DESIGN LOADS, WORKING AS A PART OF COMPOSITE SLAB. DK-8)DESIGN AND DETAIL STEEL COMPOSITE DECK, FORM DECK, DECK ENCLOSURES, AND DECK ACCESSORIES FOR CONSTRUCTION LOADS. IN DETERMINING CONSTRUCTION LOADING OF FRESH CONCRETE, ACCOUNT FOR RELEVANT FACTORS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. THE PLANNED CONCRETE PLACEMENT METHODS B. ADDITIONAL [5 PSF] CONCRETE WEIGHT DUE TO DECK DEFLECTION C. WHERE DECKS ARE POURED TO LEVEL ADDITIONAL CONCRETE WEIGHT DUE TO CUMULATIVE DEFLECTION OF INDIVIDUAL BEAMS AND GIRDERS EQUAL TO DIAGONAL BAY DIMENSION BETWEEN COLUMNS DIVIDED BY [360] LESS ANY INDICATED CAMBER.] DK-9)THE FIRST SHEET OF STEEL DECK ADJACENT TO AND PARALLEL TO CHORDS, COLLECTORS, BRACED FRAMES, AND MOMENT FRAMES SHALL BE A FULL WIDTH SHEET. RD STEEL ROOF DECK RD-1)STEEL ROOF DECK SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES: STEEL FOR DECK ASTM A653, MINIMUM YIELD STRENGTH OF 33 KSI HOT-DIP GALVANIZING ASTM A653 G60 ROOF DECK SHALL BE HOT-DIP GALVANIZED, UON RD-2)PROVIDE STEEL ROOF DECK WITH DEPTH AND MINIMUM GAGE INDICATED ON DRAWINGS. PROVIDE ANCHORAGE TO SUPPORTING MEMBERS AS INDICATED ON DRAWINGS. RD-3)DESIGN AND DETAIL ROOF DECK AND ITS ANCHORAGE TO SUPPORTING MEMBERS TO SUPPORT SCHEDULED DESIGN LOADS, INDICATED DIAPHRAGM SHEAR, AND INDICATED ROOF UPLIFT. ASSUME ROOF DIAPHRAGM LOADS AND ROOF UPLIFT LOADS TO BE APPLIED SIMULTANEOUSLY. RD-4)STEEL ROOF DECK AND ITS ANCHORAGE TO STRUCTURAL FRAMING SHALL BE CAPABLE OF WITHSTANDING THE FOLLOWING MINIMUM LOADING REQUIREMENTS: A. GRAVITY LOAD 30 PSF B. DIAPHRAGM SHEAR DESIGN FORCE 400 PLF C. NET UPLIFT FORCE 10 PSF ASSUME ROOF DIAPHRAGM LOADS AND ROOF UPLIFT LOADS TO BE APPLIED SIMULTANEOUSLY. RD-5)ROOF DECK AND ITS ANCHORAGE TO SUPPORTING MEMBERS SHALL MEET THE FOLLOWING MINIMUM FASTENING REQUIREMENTS A. AT ENDS OF UNITS AND AT ALL INTERMEDIATE SUPPORTS: BY PUDDLE WELDS NOT LESS THAN [5/8]INCH DIAMETER SPACED NOT MORE THAN [12]INCHES ON CENTER MAX. B. SIDE LAPS OF ADJACENT UNITS: SHALL BE FASTENED BY SIDE SEAM WELDING OR SIDELAP SCREWS SPACED PER MANUFACTURERS ENGINEERED CALCULATIONS WITH A MAXIMUM SPACING OF 24 INCHES ON CENTER. ARC SEAM WELDS SHALL BE A MINIMUM OF 1-1/2 INCH BY 1/2 INCH. RD-6)NO LOADS SHALL BE HUNG DIRECTLY FROM STEEL ROOF DECK WITHOUT PRIOR WRITTEN APPROVAL OF THE DECK SUPPLIER AND REVIEW BY THE SER. RD-7)DECKING CONTRACTOR SHALL COORDINATE DECK OPENING SIZES AND LOCATIONS FROM ARCHITECTURAL AND MEP CONTRACT DOCUMENTS, PROVIDE HEADER MEMBERS OR REINFORCEMENT AS REQUIRED BY TYPICAL DETAILS EVEN IF NOT SHOWN ON THE PLANS, AND SUBMIT PROPOSED OPENINGS THROUGH SLAB/DECK FOR REVIEW BY THE DESIGN PROFESSIONALS. SY SURVEYS SY-1)SURVEY OF FLAT PLATE OR FLAT SLAB CONCRETE FLOORS CONSTRUCTION: SEE DETAILS NOTES AND DRAWINGS. SY-2)SURVEY OF VERTICAL OF HIGH RISE CONSTRUCTION. SY-3)SURVEY OF LONG SPAN CONSTRUCTION. SF SURVEY OF FLAT PLATE CONCRETE FLOORS SF-1)SURVEY OF FLAT PLATE OR FLAT SLAB CONCRETE FLOORS DURING CONSTRUCTION, FOR BUILDINGS WITH FOUR FLOORS OR MORE: A. SUBMIT A SURVEYING PLAN FOR INFORMATION 30 DAYS PRIOR TO THE START OF THE FIRST FLAT PLATE/SLAB FLOOR CONSTRUCTION. B. SUBMIT ELEVATION SURVEYS FOR RECORD AT FLOORS B4 THROUGH 34 IMMEDIATELY UPON COMPLETION OF SURVEYS AT THE FOLLOWING STAGES. ALL SURVEYS ARE TO THE BOTTOM OF THE SLAB: 1. PRIOR TO THE PLACEMENT OF CONCRETE 2. WITHIN ONE DAY OF PLACEMENT 3. AT STRIPPING OF SHORING, PRIOR TO INSTALLATION OF RESHORING 4. IMMEDIATELY AFTER ALL RESHORING HAS BEEN REMOVED FROM ABOVE AND BELOW THE SLAB C. PROVIDE ELEVATION SURVEYS AT ADDITIONAL FLOORS BASED ON THE DESIGN TEAM’S EVALUATION OF THE INITIAL SURVEY RESULTS. D. FOR EACH SURVEY PROVIDE MEASUREMENTS AT THE FOLLOWING POINTS: 1. EACH COLUMN 2. EACH WALL AT INTERSECTION WITH COLUMN LINES 3. EACH POINT DESIGNATED BY DRAWINGS WITH A CAMBER 4. ALONG THE PERIMETER, MIDSPAN OF EACH BAY 5. ALONG THE GRID LINES, MIDSPAN OF EACH BAY 6. CENTER OF EACH BAY E. BASED ON THE REVIEW OF SURVEY RESULTS, THE STRUCTURAL ENGINEER MAY MODIFY DESIGN CAMBER VALUES AND/OR COMMENT ON CONSTRUCTION METHODS (RESHORING, SEQUENCING, ETC.) SP STRUCTURAL PRECAST CONCRETE SP-1)TYPICAL DETAILS INDICATE GENERAL CRITERIA FOR DESIGN AND DETAILING OF PRECAST CONCRETE. PROVIDE DESIGNS THAT MEET INDICATED CRITERIA AND LISTED CODES AND STANDARDS. SP-2)PROVIDE CONNECTIONS BETWEEN ADJACENT PRECAST UNITS TO TRANSMIT [xxx]POUNDS PER LINEAR FOOT OF DIAPHRAGM LOADS. SP-3)PROVIDE CAMBER TO LIMIT DEFLECTION SUCH THAT NO POINT OF THE DEFLECTED STRUCTURE EXCEEDS [XX]”BELOW THE STATED ELEVATION. CAMBER DESIGN SHALL INCLUDE EFFECTS OF LONG-TERM DEFLECTION, SHRINKAGE, CREEP, AND MAXIMUM ALLOWABLE CONSTRUCTION TOLERANCES. SP-4)DO NOT USE POWER-DRIVEN ANCHORS OR ANCHORS WHICH REQUIRE DRILLING INTO PRESTRESSED UNITS. SUBMIT PROPOSED ANCHOR PROCEDURES FOR PRECAST UNITS TO THE DESIGN PROFESSIONALS AND PRECAST SUPPLIER FOR REVIEW. PT POST-TENSIONED CONCRETE PT-1)POST-TENSIONING STRAND: ASTM A416, GRADE 270, LOW RELAXATION TYPE, 1/2-INCH DIAMETER, 7-WIRE STRAND, UNBONDED, UON. PT-2)TENDONS SHALL BE PLASTIC SHEATHED, GREASED, AND RUST PROTECTED. PROVIDE COMPLETE WATERTIGHT ENCAPSULATION SYSTEM FOR PRESTRESSING STEEL, ANCHORAGES, AND COUPLINGS. PT-3)POST-TENSIONING FORCES INDICATED ON THE STRUCTURAL DRAWINGS ARE THE REQUIRED FINAL EFFECTIVE FORCES AFTER ALL IMMEDIATE AND LONG-TERM LOSSES. PT-4)PROPER TENDON LOCATION SHALL HAVE PRIORITY OVER ALL OTHER MATERIALS AND TRADES. RELOCATING TENDONS CAN ONLY BE DONE WITH PRIOR WRITTEN APPROVAL FROM THE SER. PT-5)THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE SER WHERE TENDONS FOR DIFFERENT POST-TENSIONED MEMBERS INTERFERE WITH ONE ANOTHER. RELOCATING TENDONS CAN ONLY BE DONE WITH PRIOR WRITTEN APPROVAL FROM THE SER. PT-6)THE STRESSING OF TENDONS SHALL BE PERMITTED ONLY AFTER THE CONCRETE HAS ATTAINED AT LEAST 75 PERCENT OF THE SPECIFIED COMPRESSIVE STRENGTH / A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.(MINIMUM 4000PSI COMPRESSIVE STRENGTH REQUIRED AT LEVEL 06+) PT-7)POST-INSTALLED ANCHORS SHALL NOT PENETRATE MORE THAN 3/4- INCH INTO POST-TENSIONED MEMBER UNLESS SPECIAL PRECAUTIONS ARE USED TO INDICATE LOCATIONS OF ALL TENDONS. POST-INSTALLED ANCHORS INTO POST- TENSIONED MEMBERS SHALL NOT BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE SER. PT-8)CORING OF POST-TENSIONED MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL FROM THE SER. PT-9)THE CONTRACTOR SHALL COORDINATE THE LOCATION OF EMBEDDED ITEMS WITH POST-TENSIONING MATERIAL SUPPLIER AND RESOLVE ANY CONFLICTS PRIOR TO INSTALLATION. T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 12" = 1'-0" 11/19/2024 3:19:58 PM R1.S0.03 GENERAL NOTES S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 S S SYMBOLS REFERENCEDESCRIPTION ELEVATION AIR HANDLING UNIT AND MAX OPERATING WEIGHT X - INDICATES CHANGE IN T/STRUCTURAL SLAB ELEVATION INDICATES SLOPE IN STRUCTURAL SLAB GRID NUMBER WORK POINT OPENING IN FLOOR OR ROOF OPEN SLOPE RIDGE AT SLOPED ROOF VALLEY AT SLOPED ROOF ALL COLUMNS, BEAMS, BRACES AND THEIR CONNECTIONS ON LINES DENOTED "SFRS" SHALL COMPLY WITH SPECIFICATION REQUIREMENTS FOR THE SEISMIC-LOAD-RESISTANCE SYSTEM. SFRS SEE SPECS SLOPED OR DEPRESSED SLAB CONCRETE CURB ON DECK OR SLAB SPREAD FOOTING TYPE AND TOP OF FOOTING ELEVATION F11 (-2'-6") STEP IN FOOTING GRADE BEAM CONTINUOUS OR MAT FOOTING GB-X CF-X SLAB REINFORCING DIRECTIONX-X CONCRETE WALL SHEAR OR BEARING WALL BELOW (AND NOT ABOVE) SHEAR OR BEARING WALL (ABOVE AND BELOW) SYMBOLS REFERENCEDESCRIPTION "X" TYPE METAL DECKING SPAN DIRECTION SEE DECK SCHEDULE CAMBER DENOTES ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. SEE SPECIFICATION SECTION 05 12 13 FOR REQUIREMENTS. c=X" (AESS) STEEL COLUMN C-X C-X MODIFICATION TO SHEAR PLATE F= FULL DEPTH SHEAR PLATE 1=1" BOLTS DROPPED BEAM "D" NUMBER OF INCHES WT SECTION ON TOP OR BELOW BEAM LOWER FLANGE BRACE TO ADJACENT BEAM LOWER FLANGE BRACE TO SLAB SPLICE IN MEMBER BRACED FRAME NOTCH-TOUGH ELECTRODES WT BF-# SFRS OR DCW SEE SPECS A X'-XX" INDICATES BEAM WEB PENETRATION AND PENETRATION LOCATION FROM END OF BEAM BEND IN BEAM X" AHU 1 1000 lbs T/SLAB EL = 0' - 0" UP ? "X" F -D DN 1 SYMBOL LEGEND ABBREVIATION DESCRIPTION LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL LP LOW POINT LW LIGHTWEIGHT LWC LIGHTWEIGHT CONCRETE M MOMENT MATL MATERIAL MAX MAXIMUM MC MOMENT CONNECTION(S) MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION MEZZ MEZZANINE MFR MANUFACTURER MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE NW NORMAL WEIGHT NWC NORMALWEIGHT CONCRETE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OPPOSITE HAND OPNG(S) OPENING(S) OPP OPPOSITE OSL OUTSTANDING LEG PC PIECE PCY POUNDS PER CUBIC YARD PERP PERPENDICULAR PG PLATE GIRDER PL PLATE PRC PRECAST PRLL PARALLEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OR POST-TENSION(ED) OR (ING) RAD RADIUS REF REFERENCE REINF REINFORCE(D) (ING) OR (MENT) REQD REQUIRED S&T SHRINKAGE AND TEMPERATURE SCHED SCHEDULE(D) SDL SUPERIMPOSED DEAD LOAD SECT SECTION SER STRUCTURAL ENGINEER OF RECORD SF SQUARE FOOT (FEET) SFRS SEISMIC FORCE RESISTING SYSTEM SHT SHEET SIM SIMILAR SOG SLAB ON GRADE SP SPACE SPEC(S) SPECIFICATION(S) STD STANDARD STL STEEL STR STRUCTURE STRCTL STRUCTURAL SYM SYMMETRICAL T TENSION T&B TOP AND BOTTOM T/ TOP OF TEMP TEMPERATURE OR TEMPORARY TEN TENSION THK THICK OR THICKNESS TYP TYPICAL UON UNLESS OTHERWISE NOTED V SHEAR VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WD WOOD WP WORK POINT WPFG WATERPROOFING WS WATERSTOP WWR WELDED WIRE REINFORCEMENT ABBREVIATION DESCRIPTION ADDL ADDITIONAL ADJ ADJACENT ALT ALTERNATE APPRX APPROXIMATE ARCH ARCHITECT OR ARCHITECTURAL B/ BOTTOM OF B/B BACK TO BACK BAL BALANCE BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOT BOTTOM BRDG BRIDGING BRG BEARING BTWN BETWEEN C COMPRESSION C/C CENTER TO CENTER CIP CAST-IN-PLACE CL CENTER LINE CLR CLEAR OR CLEARANCE CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPRESSION CONC CONCRETE CONN CONNECTION(S) CONST CONSTRUCTION CONT CONTINUOUS db REINFORCING BAR DIAMETER DBL DOUBLE DCW DEMAND CRITICAL WELD DEG DEGREE(S) DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM(S) DIMENSION(S) DL DEAD LOAD DWG(S) DRAWING(S) DWL DOWEL(S) EA EACH ECC ECCENTRICITY EF EACH FACE EL ELEVATION ELEC ELECTRICAL ENGR ENGINEER EOD EDGE OF DECK EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXP EXPANSION EXST EXISTING EXT EXTERIOR F/F FACE TO FACE FIN FINISH(ED) FLR FLOOR FND FOUNDATION FP FIREPROOF(ING) FS FAR SIDE FTG FOOTING GA GAGE, GAUGE GALV GALVANIZED GB GRADE BEAM GEN GENERAL GR GRADE HK HOOK HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT ID INSIDE DIAMETER IF INSIDE FACE INFO INFORMATION INT INTERIOR INTRM INTERMEDIATE JST(S) JOIST(S) JT JOINT K KIPS (1,000 POUNDS) KLF KIP PER LINEAR FOOT KSF KIP PER SQUARE FOOT T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 12" = 1'-0" 11/19/2024 3:20:00 PM R1.S0.05 LEGEND & ABBREVIATIONS S21043.00 2 ABBREVIATION LIST A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 #5 #6 #7 #8 #9 1.625 1.750 1.875 2.000 2.375 36 44 63 72 81 28 34 49 56 63 33 40 58 66 74 26 31 45 51 57 29 35 50 57 64 22 27 39 44 50 #4 #5 #6 #7 #8 #9 #10 #11 5.500 5.375 5.250 15 19 23 27 30 34 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSI 92 71 84 64 72 56#10 2.625 #5 #6 #7 #8 #9 #10 5.375 5.250 5.125 5.000 4.875 4.750 25 29 43 49 63 82 19 23 33 37 49 63 22 26 38 44 57 74 17 20 29 34 44 57 20 24 35 40 52 67 16 19 27 31 40 52 18 21 30 35 45 58 14 16 23 27 35 45 f'c = 4 KSI TOP BARS OTHER TOP BARS f'c = 5 KSI OTHER TOP BARS f'c = 6 KSI OTHER TOP BARS f'c = 8 KSI OTHER 4.625 104 80 93 72 85 65 74 57 41 49 71 81 91 102 31 37 54 62 70 f'c = 4 KSI TOP BARS OTHER 79 #4 1.500 29 23 27 21 23 1833 25 #11 2.875 114 87 102 78 93 71 80 62 #4 #11 5.500 20 15 18 14 16 13 14 12 #5 #6 #7 #8 5.375 5.250 5.125 5.000 f'c = 3 KSI f'c = 5.75 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI #4 5.500 23 34 43 73 86 20 29 37 63 74 16 23 31 50 62 17 24 31 52 61 14 21 27 45 53 39 43 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI 15 19 23 14 17 20 13 16 19 12 14 16 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI #4 #5 #6 #7 #8 #9 #10 #11 5.500 5.375 5.250 5.125 5.000 4.875 4.750 4.625 20 25 29 43 49 63 82 104 18 22 26 38 44 57 74 93 16 20 24 35 40 52 67 85 14 18 21 30 35 45 58 74 19 23 27 30 34 39 43 5.125 5.000 4.875 4.750 4.625 33 37 29 34 27 31 23 27 49 63 80 44 57 72 40 52 65 35 45 57 GRADE BEAM/BEAM REINFORCEMENT LAP SPLICE LENGTH SCHEDULE (INCHES) MINIMUM BAR SPACING (INCHES) BAR SIZE SLAB/SLAB-ON-GRADE REINFORCEMENT LAP SPLICE LENGTH SCHEDULE (INCHES) FOUNDATION WALL REINFORCEMENT - HORIZONTAL OUTSIDE BARS LAP SPLICE LENGTH SCHEDULE (INCHES) FOUNDATION WALL REINFORCEMENT - VERTICAL OUTSIDE BARS LAP SPLICE LENGTH SCHEDULE (INCHES) MINIMUM BAR SPACING (INCHES) BAR SIZE MINIMUM BAR SPACING (INCHES) BAR SIZE BAR SIZE MINIMUM BAR SPACING (INCHES) TENSION (LTS)COMPRESSION (LCS) TENSION (LTS) FOOTING/MAT REINFORCEMENT LAP SPLICE LENGTH SCHEDULE (INCHES) BAR SIZE MINIMUM BAR SPACING (INCHES) TENSION LAP (LTS) TENSION (LTS) TENSION (LTS)COMPRESSION (LCS) 15 SEE NOTE 5 SEE NOTE 5SEE NOTE 5 SEE NOTE 5 SEE NOTE 5 TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER #4 #5 #6 #7 #8 #9 #10 #11 1.500 1.625 1.750 1.875 2.000 2.375 2.625 2.875 30 0 0 22 28 33 48 55 62 70 78 40 0 0 19 24 29 42 48 54 61 67 50 0 0 17 22 26 38 43 48 54 60 60 0 0 16 20 24 34 39 44 50 55 80 0 0 14 17 21 30 34 38 43 48 30 0 0 11 14 17 20 22 25 28 31 40 0 0 10 12 15 17 19 22 25 27 50 0 0 9 11 13 15 17 20 22 24 60 0 0 8 10 12 14 16 18 20 22 80 0 0 7 9 11 12 14 16 18 19 30 0 0 11 14 17 20 22 25 28 31 40 0 0 10 12 15 17 19 22 25 27 50 0 0 9 12 14 16 18 21 23 26 60 0 0 9 12 14 16 18 21 23 26 80 0 0 9 12 14 16 18 21 23 26 NOTED AS Ld ON DRAWINGS f'c (PSI) NOTED AS Ldh ON DRAWINGS f'c (PSI) f'c (PSI) NOTED AS Ldc ON DRAWINGS [MAX(1",db) + db] NOTE 2 DEVELOPMENT LENGTH SCHEDULE (INCHES) MINIMUM BAR SPACING (INCHES) BAR SIZE COMPRESSIONTENSION SEE NOTE 5 DEVELOPMENT LENGTH SCHEDULE NOTES: 1. WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CASE BELOW HORIZONTAL BARS, THE DEVELOPMENT LENGTH SHALL BE MULTIPLIED BY 1.3 FOR A " TOP BAR". 2. WHERE STIRRUPS OR TIES ARE NOT PRESENT THROUGHOUT Ld, MINIMUM BAR SPACING MUST BE INCREASED TO [MAX(1", db) + 2db] FOR SCHEDULED VALUES TO BE APPLICABLE. LAP SPLICE NOTES: 1. TABULATED VALUES ARE PER ACI 318-14 REQUIREMENTS FOR NORMALWEIGHT CONCRETE THE VALUES ON THIS SHEET DO NOT APPLY TO LIGHTWEIGHT CONCRETE 2. SEE TYPICAL DETAILS FOR CLEAR COVER 3. MINIMUM BAR SPACING DIAGRAM - "S" 4. WHERE ACTUAL CONDITIONS DIFFER FROM THE CLEAR COVER SHOWN ON THE TYPICAL DETAILS OR DIFFER FROM PROVIDED SCHEDULED BAR SIZE MINIMUM SPACING AND/OR f'c, LENGTHS SHALL BE ADJUSTED ONLY WITH THE APPROVAL OF THE UNIVERSITY REPRESENTATIVE. 5. TABULATED VALUES ARE FOR NON-EPOXY COATED GRADE 60 REINFORCEMENT IN NORMALWEIGHT CONCRETE FOR EPOXY COATED REINFORCEMENT: MULTIPLY Ld BY 1.5 MULTIPLY Ldh BY 1.2 Ldc IS NOT AFFECTED MULTIPLY LTS BY 1.3 FOR "TOP BARS" MULTIPLY LTS BY 1.5 FOR ALL OTHER REINFORCEMENT FOR GRADE 75 REINFORCEMENT: MULTIPLY Ld, LTS AND Lcs BY 1.45 MULTIPLY Ldh, Ldc, Ldt AND Lcs BY 1.25 FOR GRADE 80 REINFORCEMENT: MULTIPLY Ld AND LTS BY 1.54 MULTIPLY Ldh, Ldc AND Ldt BY 1.33 MULTIPLY Lcs BY 1.6 6. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN TENSION, THE TENSION LAP SPLICE LENGTH (LTS) SHALL BE THE LARGER OF THE TENSION DEVELOPMENT LENGTH (Ld) OF THE LARGER BAR AND THE TENSION LAP SPLICE LENGTH OF THE SMALLER BAR. 7. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN COMPRESSION, THE COMPRESSION LAP LENGTH (LCS) SHALL BE THE LARGER OF THE COMPRESSION DEVELOPMENT LENGTH (Ldc) OF THE LARGER BAR OR THE COMPRESSION LAP SPLICE LENGTH OF THE SMALLER BAR. 8. "TOP BARS" ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE "OTHER BARS" ARE ALL BARS FOR WHICH THIS DOES NOT APPLY 9. SEE BELOW FOR Ldh ORIENTATION: FIRST BAR SECOND BAR PLACED OR SPLICE BAR S S #4 #5 #6 #7 #8 #9 #10 #11 5.500 5.375 5.250 15 19 23 27 30 34 39 43 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI 15 23 31 14 20 28 13 18 25 12 16 22 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI #4 #5 #6 #7 #8 #9 #10 #11 5.500 5.375 5.250 5.125 5.000 4.875 4.750 4.625 20 25 29 48 61 75 91 109 18 22 26 43 54 67 82 97 16 20 24 39 50 61 75 89 14 18 21 34 43 53 65 77 19 23 27 30 34 39 43 5.125 5.000 4.875 4.750 4.625 50 62 45 56 41 51 35 44 76 92 108 68 82 97 62 75 89 54 65 77 FOUNDATION WALL REINFORCEMENT - HORIZONTAL INSIDE BARS LAP SPLICE LENGTH SCHEDULE (INCHES) FOUNDATION WALL REINFORCEMENT - VERTICAL INSIDE BARS LAP SPLICE LENGTH SCHEDULE (INCHES) MINIMUM BAR SPACING (INCHES) BAR SIZE BAR SIZE MINIMUM BAR SPACING (INCHES) TENSION (LTS)COMPRESSION (LCS) TENSION (LTS)COMPRESSION (LCS) 15 SEE NOTE 5 SEE NOTE 5 NOTES: 1. WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CASE BELOW HORIZONTAL BARS, THE DEVELOPMENT LENGTH SHALL BE MULTIPLIED BY 103 FOR A " TOP BAR". LdhLdh Ldh, DEVELOPMENT LENGTH (1) T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:20:04 PM R1.S0.06 LAP SPLICE SCHEDULES S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 #5 #6 #7 #8 #9 #10 #11 2.125 2.250 2.375 2.500 2.875 3.250 3.625 23 31 45 51 57 64 71 20 27 39 44 50 56 62 19 23 27 30 34 39 43 34 49 56 63 71 78 25 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSI COLUMN REINFORCEMENT LAP SPLICE LENGTH SCHEDULE (INCHES) MINIMUM BAR SPACING (INCHES) BAR SIZE TENSION (LTS)COMPRESSION (LCS) 37 54 62 70 79 87 28 f'c = 4 KSI SEE NOTE 5 #4 #5 #6 #7 #8 #9 #10 #11 5.500 5.375 5.250 5.125 5.000 4.875 4.750 4.625 15 19 23 27 30 34 39 43 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI 15 19 26 42 53 14 17 23 38 48 13 16 21 35 44 12 14 19 30 38 65 80 95 59 71 85 53 65 77 46 56 67 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI #4 #5 #6 #7 #8 #9 #10 #11 5.500 5.375 5.250 5.125 5.000 4.875 4.750 4.625 25 36 49 78 97 117 141 165 22 32 44 70 87 105 126 147 20 29 40 64 79 96 115 135 18 26 35 55 69 83 100 117 19 23 27 30 34 39 43 SHEAR WALL REINFORCEMENT - HORIZONTAL BARS LAP SPLICE LENGTH SCHEDULE (INCHES) SHEAR WALL REINFORCEMENT - VERTICAL BARS LAP SPLICE LENGTH SCHEDULE (INCHES) MINIMUM BAR SPACING (INCHES) BAR SIZE BAR SIZE MINIMUM BAR SPACING (INCHES) TENSION (LTS)COMPRESSION (LCS) TENSION (LTS)COMPRESSION (LCS) 15 SEE NOTE 5 SEE NOTE 5 #5 #6 #7 #8 #9 #10 #11 3.125 3.750 4.375 5.000 5.640 6.350 7.050 1.24 1.76 2.40 3.16 4.00 5.08 6.24 f'c = 5 KSI f'c = 6 KSI f'c = 8 KSI HEADED REBAR DEVELOPMENT LENGTH SCHEDULE (INCHES) MINIMUM BAR SPACING (INCHES) BAR SIZE TENSION (LTS)MINIMUM BEARING AREA (IN2) 12 14 16 18 20 22 10 f'c = 4 KSI SEE NOTE 5 #4 2.500 0.808 #3 1.875 0.446 6 6 6 6 8 1011 12 14 16 18 20 9 7 7 7 9 10 11 14 16 13 11 14 16 13 18 NOTE: 1.PROVIDE LENTON HEADED TERMINATORS, UON (IAPMO UES-0188) 2.MULTIPLY VALUES BY 1.25 WHEN PROVIDED AT LINK BEAM, OR SHEAR WALL VERTICAL REINFORCEMENT APPLICATIONS LAP SPLICE NOTES: 1. TABULATED VALUES ARE PER ACI 318-14 REQUIREMENTS FOR NORMALWEIGHT CONCRETE THE VALUES ON THIS SHEET DO NOT APPLY TO LIGHTWEIGHT CONCRETE 2. SEE TYPICAL DETAILS FOR CLEAR COVER 3. MINIMUM BAR SPACING DIAGRAM - "S" 4. WHERE ACTUAL CONDITIONS DIFFER FROM THE CLEAR COVER SHOWN ON THE TYPICAL DETAILS OR DIFFER FROM PROVIDED SCHEDULED BAR SIZE MINIMUM SPACING AND/OR f'c, LENGTHS SHALL BE ADJUSTED ONLY WITH THE APPROVAL OF THE UNIVERSITY REPRESENTATIVE. 5. TABULATED VALUES ARE FOR NON-EPOXY COATED GRADE 60 REINFORCEMENT IN NORMALWEIGHT CONCRETE FOR EPOXY COATED REINFORCEMENT: MULTIPLY Ld BY 1.5 MULTIPLY Ldh BY 1.2 Ldc IS NOT AFFECTED MULTIPLY LTS BY 1.3 FOR "TOP BARS" MULTIPLY LTS BY 1.5 FOR ALL OTHER REINFORCEMENT FOR GRADE 75 REINFORCEMENT: MULTIPLY Ld, LTS AND Lcs BY 1.45 MULTIPLY Ldh, Ldc, Ldt AND Lcs BY 1.25 FOR GRADE 80 REINFORCEMENT: MULTIPLY Ld AND LTS BY 1.54 MULTIPLY Ldh, Ldc AND Ldt BY 1.33 MULTIPLY Lcs BY 1.6 6. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN TENSION, THE TENSION LAP SPLICE LENGTH (LTS) SHALL BE THE LARGER OF THE TENSION DEVELOPMENT LENGTH (Ld) OF THE LARGER BAR AND THE TENSION LAP SPLICE LENGTH OF THE SMALLER BAR. 7. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN COMPRESSION, THE COMPRESSION LAP LENGTH (LCS) SHALL BE THE LARGER OF THE COMPRESSION DEVELOPMENT LENGTH (Ldc) OF THE LARGER BAR OR THE COMPRESSION LAP SPLICE LENGTH OF THE SMALLER BAR. 8. "TOP BARS" ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE "OTHER BARS" ARE ALL BARS FOR WHICH THIS DOES NOT APPLY 9. SEE BELOW FOR Ldh ORIENTATION: 10. HEADED REBAR SHALL BE PROVIDED BY LENTON HEADED TERMINATORS (IAPMO UES ER-0188), OR APPROVED EQUAL FIRST BAR SECOND BAR PLACED OR SPLICE BAR S S LdhLdh Ldh, DEVELOPMENT LENGTH (1) T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:20:06 PM R1.S0.07 LAP SPLICE SCHEDULES S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 TOP BAR LEGEND NOTES: 1. SIZE/LENGTH/SPACING OF MIDDLE STRIP BARS SHOWN IN ONE DIRECTION ONLY SAME NOTATION APPLIES IN PERPENDICULAR DIRECTION. 2. CENTERLINE OF COLUMN MAY NOT COINCIDE W/ GRIDLINES SEE DRAWINGS FOR OFFSET DIMENSION. 3. HOOK ALL TOP BARS THAT PASS THROUGH COLUMN AT EXTERIOR SUPPORT WITH 90° STANDARD HOOK OR IF NECESSARY USE 180° STANDARD HOOK. A+B#CxD SIZE OF BARS NUMBER OF TOP BARS EQUALLY SPACED WITHIN THE COLUMN STRIP LENGTH OF BARS IN FEET NOT INCLUDING HOOK WHERE PRESENT A+ B # C x D A+B#CxD #C x D @ S TOP BARS WITHIN MIDDLE STRIP. SEE SCHEDULE FOR SPACING. CL COLUMN CL COLUMN CL COLUMN CL COLUMN COLUMN STRIP X'-X" X'-X" MIDDLE STRIP COLUMN STRIP X'-X" X'-X" Y' - Y " Y ' - Y " CO L U M N S T R I P OF F S E T OF F S E T / 2 LE N G T H 1/ 2 B A R A+ B # C x D NUMBER OF ADDITIONAL TOP BARS TO BE PLACED MIDWAY BETWEEN EQUALLY SPACED TOP BARS CENTERED ON THE COLUMN SR-X HEADED SHEAR STUD REINFORCEMENT MARK SEE HEADED SHEAR STUD REINFORCEMENT SCHEDULE SHEET R1.S5.62 CENTER ADDITIONAL BOTTOM BARS ON THIS LOCATION NUMBER OF ADDITIONAL BOTTOM BARS SIZE OF BARS CENTER ADDITIONAL BOTTOM BARS ON THIS LOCATION A#C BOTTOM BAR LEGEND NOTES: 1. NUMBER / SIZE / LENGTH OF BARS SHOWN IN ONE DIRECTION ONLY SAME NOTATIONS APPLY IN PERPENDICULAR DIRECTION. 2. CENTERLINE OF COLUMN MAY NOT COINCIDE W/ GRIDLINES SEE DRAWINGS FOR OFFSET DIMENSION. 3. PLACE ADDITIONAL BARS AT SAME SPACING OF CONTINUOUS BARS AND MIDWAY BETWEEN CONTINUOUS BARS, UON. 4. ALL CONTINUOUS BOTTOM BARS TO EXTEND WITHIN 2 INCHES OF SLAB EDGE. 5. A MINIMUM OF 2 BOTTOM BARS MUST EXTEND THROUGH THE COLUMN JOINT IN EACH DIRECTION. 6. AT EXTERIOR SUPPORT HOOK 2 BOTTOM BARS THAT PASS THROUGH COLUMN WITH 90° STANDARD HOOK OR IF NECESSARY USE 180° STANDARD HOOK. 7. FOR BOTTOM BAR LENGTHS SEE TYPICAL TWO WAY SLAB DETAILS. CONTINUOUS BOTTOM BARS SEE PLAN CL COLUMN CL COLUMN CL COLUMN CL COLUMN UO N BA Y / 2 BA Y OF F S E T OF F S E T / 2 A#C A#C SEE NOTE 7 CENTER ADDITIONAL BOTTOM BARS ON COLUMN CENTERLINE REINFORCEMENT PLAN NOTES: 1. SEE S2 SERIES DRAWINGS FOR FRAMING PLANS. 2. SLAB BOTTOM BAR CLEAR COVER PER GENERAL NOTES. 3. SLAB TOP BAR CLEAR COVER PER GENERAL NOTES. 4. T/SLAB ELEVATION SEE FRAMING PLAN. 5. FOR TWO-WAY SLAB BAR PLACEMENT (OUTER/INNER LAYER), SEE REINFORCEMENT PLANS. 6. ONE-WAY SLAB BAR PLACEMENT: 1. TOP AND BOTTOM BARS PARALLEL TO SPAN DIRECTION. 2. SHRINKAGE AND TEMPERATURE BARS PERPENDICULAR TO SPAN DIRECTION. 7. SEE SERIES S540 TYPICAL SLAB DETAILS. 8. FOR COLUMN STRIP WIDTH SEE TOP BARS LEGEND WHERE APPLICABLE. 9. SR-X INDICATES STUDRAIL. SEE SHEET S522. 10. LENGTH OF HOOKED BARS IN REINFORCING SCHEDULE REFERS TO LENGTH OF LONGEST STRAIGHT LEG AFTER BENDING 11. WHERE BARS ARE CALLED OUT AS STAGGER, ALTERNATE BARS THUS: INNER LAYER OUTER LAYER SLAB SECTION BAR SHOWN ON PLANS STAGGER STAGGER LEGEND NOTES: 1. CENTERLINE OF COLUMN MAY NOT COINCIDE WITH GRIDLINES SEE DRAWINGS FOR OFFSET DIMENSIONS. 2. HOOK ALL TOP BARS THAT PASS THROUGH COLUMN AT EXTERIOR SUPPORT WITH 90° STANDARD HOOK OR IF NECESSARY USE 180° STANDARD HOOK. 3. SEE PLANS FOR ACTUAL ORIENTATION OF BANDED AND DISTRIBUTED TENDONS. 4. DIMENSION E OR (E) IS MEASURED FROM BOTTOM OF SLAB OR BOTTOM OF DROP PANEL RESPECTIVELY TO CENTROID OF TENDON FORCE. 6. SYMBOLS: INDICATES STRESSING END OF TENDON. INDICATES DEAD END OF TENDON. INDICATES TENDON CONTINUATION, SEE ADJACENT TENDON FOR REMAINDER OF TENDON INFORMATION. INDICATES PATH OF TENDON PROFILE POINT FOR DISTRIBUTED TENDONS BETWEEN OFFSET COLUMNS. INDICATES DISTRIBUTED TENDON GRAPHICAL EXTENTS. A#CxD SIZE OF BARS NUMBER OF TOP BARS EQUALLY SPACED OVER COLUMN SEE TYPICAL DETAILS LENGTH OF BARS IN FEET NOT INCLUDING HOOK WHERE PRESENT A# C x D A#CxD CL COLUMN CL COLUMN CL COLUMN OF F S E T A# C x D SR-X HEADED SHEAR STUD REINFORCEMENT MARK SEE HEADED SHEAR STUD REINFORCEMENT SCHEDULE SHEET R1.S5.62 BANDED TENDONS SEE NOTE 4 DISTRIBUTED TENDONS (E") E" E" E" XX K / F T XX K TOTAL BANDED EFFECTIVE FORCE SPECIFIED IN KIPS TOTAL DISTRIBUTED EFFECTIVE FORCE SPECIFIED IN KIPS PER FOOT CL COLUMN WIDTH OVER WHICH DISTRIBUTED TENDONS EXTEND (OPTIONAL) G TOP OF MAT SHEAR REINFORCEMENT IN BOTH DIRECTIONS WHERE SHOWN ON PLAN LAYER 2 BOT LAYER 4 BOT LAYER 3 BOT LAYER 1 TOP LAYER 2 TOP HORIZ SKIN REINF LAYER 3 TOP LAYER 4 TOP LAYER 1 BOT VERT SKIN REINF 3" C L R T Y P 3" C L R T Y P TYP LTS NOTE: VERT SKIN REINF ARE NOT REQUIRED WHERE THERE ARE VERTICAL DOWEL BARS FOR BASEMENT WALLS SIZE MOMENT CONNECTION BEAM WEB PENETRATION MARK (SEE SCHEDULE) NUMBER OF HEADED STUDS EQUALLY SPACED BETWEEN BEAMS REQUIRED CAMBER (NONE IF OMITTED) DENOTES BRACED FRAME(SEE BRACED FRAME ELEVATIONS)W18X40 (30) c=1"A [-1 1/2"] STEEL BEAM LEGEND X'-XX"BEAM ELEVATION SLRS CONNECTION F FULL DEPTH STIFFENER PER 10 R1.S7.01 NOT TO SCALE TOP BAR REINFORCEMENT LEGEND FOR NON-PRESTRESSED SLABS1 NOT TO SCALE BOTTOM BAR REIFORCEMENT LEGEND FOR NON-PRESTRESSED SLABS3 NOT TO SCALE REINFORCMENT PLAN NOTES4 NOT TO SCALE8 TWO-WAY POST-TENSIONED SLAB TOP BAR REINFORCEMENT AND TENDON LEGEND NOT TO SCALE FOUNDATION MAT REINFORCEMENT LEGEND7 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:20:12 PM R1.S0.08 PLAN NOTES AND LEGENDS S21043.00 SCALE: 12" = 1'-0"6 STEEL BEAM LEGEND 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 SI SPECIAL INSPECTIONS AND STRUCTURAL TESTING SI-1) SPECIAL INSPECTIONS SHALL BE PERFORMED BY A SPECIAL INSPECTOR PER CBC SECTIONS 1704 AND 1705. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER AND NOT BY THE CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK. SI-2) THE SPECIAL INSPECTOR SHALL BE A QUALIFIED (LICENSED) PERSON WHO SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT TRAINING OR EXPERIENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL. EXPERIENCE SHALL BE FOR SPECIAL INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. SI-3)THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY PER CBC SECTION 1704.4 TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK WHEN RESPONSIBLE. THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. SI-4)THE FOLLOWING WORK REQUIRES STRUCTURAL TESTS. FOR SPECIFIC REQUIREMENTS OF STRUCTURAL TESTS, SEE THE SPECIFICATIONS AND GENERAL NOTES. 1. CONCRETE REINFORCEMENT 2. CAST-IN-PLACE CONCRETE 3. POST-INSTALLED ANCHORS 4 GROUTED DOWELS 5. STRUCTURAL STEEL MATERIALS AND FABRICATION 6 WELDING: STRUCTURAL STEEL AND REINFORCING STEEL 7. STEEL DECKING 8. COLD FORMED METAL FRAMING SI-5)THE FOLLOWING ITEMS SHALL RECIEVE SPECIAL INSPECTION BY A CERTIFIED SPECIAL INSPECTOR AS REQUIRED THE THE LOCAL JURISDICTION AND CBC SECTION 1705.1.1: 1. FIRE PROOFING 2. PENETRATIONS SI-6) THE FOLLOWING ITEMS SHALL RECEIVE SPECIAL INSPECTION BY A CERTIFIED SPECIAL INSPECTOR IN ACCORDANCE WITH CBC 1704 AND 1705. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE 1.INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT.—X ACI 318: 3.5, 7.1-7.7 1910.4 2.INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 2B.— — AWS D1.4, ACI 318: 3.5.2 — 3.INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN HAS BEEN USED. ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1 5.VERIFYING USE OF REQUIRED DESIGN MIX. — X ACI 318: Ch. 4, 5.2-5.4 1904.2, 1910.2, 1910.3 6.AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X — ASTM C 172, ASTM C 31, ACI 318: 5.6, 5.8 1910.10 8.INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.— X ACI 318: 5.11-5.13 1910.9 12.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.— X ACI 318: 6.1.1 — REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.— X 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. — X 3.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. — X 4.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.X — 5.PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.— X 4.INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.X — ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1 7.INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.X — ACI 318: 5.9, 5.10 1910.6, 1910.7 1910.8 9.INSPECTION OF PRESTRESSED CONCRETE: APPLICATION OF PRESTRESSING FORCES.A. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE-RESISTING SYSTEM. B. X X —ACI 318: 18.20 ACI 318: 18.18.4 — 10. ERECTION OF PRECAST CONCRETE MEMBERS.— X ACI 318: CH.16 — VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. — X ACI 318: 6.2 — 11. — —X INSPECTION TASKS PRIOR TO WELDING INSPECTION TASKS PRIOR TO WELDING QUALITY CONTROL QUALITY ASSURANCE WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE P P MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P MATERIAL IDENTIFICATION (TYPE/GRADE)O O WELDER IDENTIFICATION SYSTEM1 O O FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): JOINT PREPARATION O O FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)O O FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): CLEANLINESS (CONDITION OF STEEL SURFACES)O O FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): TACKING (TACK WELD QUALITY AND LOCATION)O O FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): BACKING TYPE AND FIT (IF APPLICABLE)O O CONFIGURATION AND FINISH OF ACCESS HOLES O O FIT-UP OF FILLET WELDS: DIMENSIONS (ALIGNMENT, GAPS AT ROOT)O O FIT-UP OF FILLET WELDS: CLEANLINESS (CONDITION OF STEEL SURFACES)O O FIT-UP OF FILLET WELDS: TACKING (TACK WELD QUALITY AND LOCATION) O O CHECK WELDING EQUIPMENT O - REFERENCE AISC 360-16 TABLE N5.4-1 1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS P - PERFORM THESE TASKS FOR EACH WELDED JOINT OF MEMBER INSPECTION TASKS DURING WELDING INSPECTION TASKS DURING TO WELDING QUALITY CONTROL QUALITY ASSURANCE USE OF QUALIFIED WELDERS O O CONTROL AND HANDLING OF WELDING CONSUMABLES: PACKAGING O O CONTROL AND HANDLING OF WELDING CONSUMABLES: EXPOSURE CONTROL O O NO WELDING OVER CRACKED TACK WELDS O O ENVIRONMENTAL CONDITIONS: WIND SPEED WITHIN LIMITS O O ENVIRONMENTAL CONDITIONS: PRECIPITATION AND TEMPERATURE O O WPS FOLLOWED: SETTINGS ON WELDING EQUIPMENT O O WPS FOLLOWED: TRAVEL SPEED O O WPS FOLLOWED: SELECTED WELDING MATERIALS O O WPS FOLLOWED: SHIELDING GAS TYPE/FLOW RATE O O WPS FOLLOWED: PREHEAT APPLIED O O WPS FOLLOWED: INTERPOSES TEMPERATURE MAINTAINED (MIN./MAX.)O O WPS FOLLOWED: PROPER POSITION (F, V, H, OH)O O WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING O O WELDING TECHNIQUES: EACH PASS WITHIN PROFILE LIMITATIONS O O WELDING TECHNIQUES: EACH PASS MEETS QUALITY REQUIREMENTS O O REFERENCE AISC 360-16 TABLE N5.4-2 O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. P - PERFORM THESE TASKS FOR EACH WELDED JOINT OF MEMBER PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P INSPECTION TASKS AFTER WELDING INSPECTION TASKS AFTER WELDING QUALITY CONTROL QUALITY ASSURANCE WELDS CLEANED O O SIZE, LENGTH AND LOCATION OF WELDS P P WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK PROHIBITION P P WELDS MEET VISUAL ACCEPTANCE CRITERIA: WELD/BASE-METAL FUSION P P WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRATER CROSS SECTION P P WELDS MEET VISUAL ACCEPTANCE CRITERIA: WELD PROFILES P P WELDS MEET VISUAL ACCEPTANCE CRITERIA: WELD SIZE P P WELDS MEET VISUAL ACCEPTANCE CRITERIA: UNDERCUT P P WELDS MEET VISUAL ACCEPTANCE CRITERIA: POROSITY P P ARC STRIKES P P K-AREA1 P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P REPAIR ACTIVITIES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P REFERENCE AISC 360-16 TABLE N5.4-3 1 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) THE WELD O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. P - PERFORM THESE TASKS FOR EACH WELDED JOINT OF MEMBER INSPECTION TASKS PRIOR TO BOLTING INSPECTION TASKS PRIOR TO BOLTING QUALITY CONTROL QUALITY ASSURANCE MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BLOT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) O O PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS O O PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P O PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS O O REFERENCE AISC 360-16 TABLE N5.6-1 O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. P - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION INSPECTION TASKS DURING BOLTING INSPECTION TASKS DURING BOLTING QUALITY CONTROL QUALITY ASSURANCE FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED O O JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION O O FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES O O REFERENCE AISC 360-16 TABLE N5.6-2 O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. P - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION SF-1 SURVEY OF FLAT PLATE OR FLAT SLAB CONCRETE FLOORS A. SUBMIT A SURVEYING PLAN FOR INFORMATION 30 DAYS PRIOR TO THE START OF THE FIRST FLAT PLATE/SLAB FLOOR CONSTRUCTION. B. SUBMIT ELEVATION SURVEYS FOR RECORD AT FLOORS L1 THROUGH L7 IMMEDIATELY UPON COMPLETION OF SURVEYS AT THE FOLLOWING STAGES. ALL SURVEYS ARE TO THE BOTTOM OF THE SLAB: 1. PRIOR TO THE PLACEMENT OF CONCRETE 2. WITHIN ONE DAY OF PLACEMENT 3. AT STRIPPING OF SHORING, PRIOR TO INSTALLATION OF RESHORING 4. IMMEDIATELY AFTER ALL RESHORING HAS BEEN REMOVED FROM ABOVE AND BELOW THE SLAB C. PROVIDE ELEVATION SURVEYS AT ADDITIONAL FLOORS BASED ON THE DESIGN TEAM’S EVALUATION OF THE INITIAL SURVEY RESULTS. D. FOR EACH SURVEY PROVIDE MEASUREMENTS AT THE FOLLOWING POINTS: 1. EACH COLUMN 2. EACH WALL AT INTERSECTION WITH COLUMN LINES 3. EACH POINT DESIGNATED BY DRAWINGS WITH A CAMBER 4. ALONG THE PERIMETER, MIDSPAN OF EACH BAY 5. ALONG THE GRID LINES, MIDSPAN OF EACH BAY 6. CENTER OF EACH BAY E. BASED ON THE REVIEW OF SURVEY RESULTS, THE SER MAY MODIFY DESIGN CAMBER VALUES AND/OR COMMENT ON CONSTRUCTION METHODS (RESHORING, SEQUENCING, ETC.) INSPECTION AFTER BOLTING INSPECTION TASKS AFTER BOLTING QUALITY CONTROL QUALITY ASSURANCE DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P REFERENCE AISC 360-16 TABLE N5.6-3 O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. P - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION REQUIRED VERIFICATION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL VERIFICATION AND INSPECTION TASK CONTINUOUS 1.MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: PERIODIC 2. A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS 1. B.MANUFACTURER'S CERTIFIED TEST REPORTS REFERENCED STANDARD APPLICABLE ASTM MATERIAL STANDARDS — X — X A. FLOOR AND ROOF DECK WELDS COLD-FORMED STEEL DECK: B. REINFORCING STEEL: 1.VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 2.REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT 3.SHEAR REINFORCEMENT 4.OTHER REINFORCING STEEL AWS D1.3 AWS D1.4, ACI 318: CBC SECTION 3.5.2 — X — X — X —X —X INSPECTION OF WELDING: STRUCTURAL OBSERVATION LIST OBSERVATION TASK FLOOR 1 SITE WORK AND EXCAVATION IN PREPARATION FOR REBAR PLACEMENT P01 ELEVATOR PIT REINFORCEMENT P013 P014 P01 CORE, SHEAR WALL AND COLUMNS P015 L16 L1 SLAB (MILD REINFORCED)L1 SO_STRUCTURAL OBSERVATION SO-1)THE FOLLOWING LIST INDICATES THE SPECIFIC STRUCTURAL OBSERVATION ITEMS THAT WILL BE OBSERVED ON-SITE: 7 L18 L2 SLAB (POST-TENSIONED)L29 L610 11 12 2 P01 FOUNDATION MAT POURS P01 BASEMENT WALL LIFT CONTINUOUS FOOTING AND SPREAD FOOTING REINFORCEMENT L1 CORE, SHEAR WALL AND COLUMNS L6 SLAB (POST-TENSIONED) L6+ SLAB (POST-TENSIONED) L7 SO-2)GENERAL CONTRACTOR SHALL NOTIFY SEOR OF PROJECT MILESTONES IN WRITING A MINIMUM OF 72 HOURS PRIOR TO CONCRETE PLACEMENT TO COORDINATE A STRUCTURAL SITE OBSERVATION. L6+ L7 SLAB (POST-TENSIONED & MILD REINFORCED) 13 14 L8 (POST-TENSIONED) L8 CORE AND COLUMNS L15 ROOF 15 L15 SLAB (POST-TENSIONED) 16 ROOF SLAB (POST-TENSIONED) L8 L8 C REQUIRED VERIFICATION AND INSPECTION OF SPRAY FIRE-RESISTANT MATERIALS VERIFICATION AND INSPECTION TASK CONTINUOUS STRUCTURAL MEMBER SURFACE CONDITIONS PERIODIC REFERENCED STANDARD — X — X SUBSTRATE AMBIENT TEMPERATURE BEFORE AND AFTER APPLICATION THICKNESS OF SPRAYED FIRE-RESISTANT MATERIALS APPLIED TO FLOOR, ROOF AND WALL ASSEMBLIES, CELLULAR DECKS, FLUTED DECKS, STRUCTURAL MEMBERS, BEAMS AND GIRDERS, JOISTS AND TRUSSES, WIDE-FLANGED COLUMNS, HOSSOW STRUCTURAL SECTION AND PIPES DENSITY OF SPRAYED FIRE-RESISTANT MATERIAL BOND STRENGTH CBC REFERENCE —X —X —X — — — ASTM E605 ASTM E605 1705.14.2 1705.14.3 1705.14.4 1705.14.5 1705.14.6 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:20:22 PM R1.S0.09 SPECIAL INSPECTIONS AND STRUCTURAL TESTING S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 H01H02H03H04H05 HF HD HC HA H06 HE HB R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 7 7 7 3 3 7 11 3 3 4 113 R11' 9 SUPERPOSED DEAD AND LIVE LOAD SCHEDULE DESCRIPTIONDESIGNATION MARK CEILING TYPE 5 4 3 7 1 RESIDENTIAL UNITS LOBBIES/CORRIDORS, AND STAIRS MECHANICAL / ELECTRICAL PARKING (GARAGES) RAMPS TOTAL SDL 32 12 5 5 5 2 UNFACTORED SUPERIMPOSED DEAD LOAD (PSF UNO) FLOOR FINISHES TOTAL LLPARTITION 20 0 40 40* 0 0 0 100 125* 40* ROOF STORAGE OUTDOOR AMENTITIES 8 12 11 10 62.5 20 17.5 0 0 0 100 125* 20 105 75 (SLOPE TO DRAIN) 25 (PAVER)0 100* GROUND LEVEL RETAIL & LOBBIES 6 42.5 0 100*BALL ROOM / INDOOR AMENITY 2 2 2 2 2 2 2 2 2 ASSEMBLY AREA 7 37.5 37.5 0 0 0 7 12.5 15 2 RESIDENTIAL BALCONIES (STACKED)10 2 0 605 RESIDENTIAL 9 530 0 40WATER TANK 2 ROOF MECHANICAL13 20 0 125*2 15 POOL14 410 0 100*2 STAFF / OFFICE15 20 5027 KITCHEN / DINNING16 0 150*2 7 32 12 25 (FINISHES) 500 (WATER) 250 (4'-0" WATER) 150 (SUBFRAMING)ASSEMBLY AREA LIGHTING / MEP UNFACTORED LIVE LOAD (PSF UNO) 3 3 3 3 3 3 3 3 3 3 3 3 3 8 3 3 BALCONIES LIGHT STORAGE GARAGES GARAGES PUBLIC ROOMS CORRIDORS FIRST FLOOR RETAIL LIGHT STORAGE ROOF OFFICES DININGS 17 ROADWAY/LANDSCAPE 0 250*5 2752800 ROADWAY SEE NOTE 7 5A ACCESS RAMP 60 0 100255 (5" MAX LWT TOPPING)3 ACCES RAMP LOADING PLAN NOTES: 1. SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE SELF-WEIGHT OF THE STRUCTURE. 2. SEE FRAMING PLANS FOR DESIGN LOAD OF SPECIFIC ITEMS SUCH AS ELEVATORS, ESCALATORS, AND MECHANICAL / ELECTRICAL EQUIPMENT. 3. HAND AND GUARDRAIL ASSEMBLY LIVE LOAD IS THE GREATER OF 200LB AND 50LB/FT IN ANY DIRRECTIONS. 4. * DENOTES NON-REDUCIBLE LIVE LOADS, TYPE 4 AND 5 (PARKING AND RAMP) ARE 20% REDUCIBLE FOR COLLUMN AND FOUNDATIONS. 5. SEE R1.S0.40 , R1.S0.41 & R1.S0.42 FOR COMPONENTS AND CLADDING LOADS. 6. SEE R1.S0.20 FOR FINISH FLOOR TYPE SCHEDULE. 7. MAXIMUM DESIGNED AXLE LOAD PER AASHTO FOR A DESIGN TANDEM (PAIR OF 25-KIP AXLES SPACED 4'-0" APART, WITH 8-KIP LOAD AT CAB) 18 19 20 GREEN ROOF PLANTER (3'-0") PLANTER (4'-0") 0 2021053 ROOF 0 202385 3 PLANTER 0 202 495 + 2,000LBS TREE 3 PLANTER 50 (TOPPING) 50 (GREEN ROOF SYSTEM) 330 (3'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 21 22 15A MEDIUM TREE PLANTER HEAVY TREE PLANTER BUILT-UP SLAB OFFICE 0 202 495 + 6,000LBS TREE 3 PLANTER 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 272 3 495 2 3 0 20 PLANTER 20 507 40 (4" LWT TOPPING)OFFICES 12 723 0 100*PUBLIC ROOMSFITNESS CENTER / GYM23 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:20:31 PM R1.S0.10 LOADING PLANS S21043.00 SCALE: 1" = 13'-4"1 LEVEL P 01 - LOADING PLAN A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 7 5A 8 11 3 5 11 8 17 20 20 10 KIP ADDITIONAL TREE DEAD LOAD ASSUMED AT EACH HEAVY TREE PLANTER 10 KIP ADDITIONAL TREE DEAD LOAD ASSUMED AT EACH HEAVY TREE PLANTER 7 R11' 5A 15 8 6 15 317 17 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 7 3 R11' 75 4 4 3 3 3 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 7 5 3 74 4 3 3 3 SUPERPOSED DEAD AND LIVE LOAD SCHEDULE DESCRIPTIONDESIGNATION MARK CEILING TYPE 5 4 3 7 1 RESIDENTIAL UNITS LOBBIES/CORRIDORS, AND STAIRS MECHANICAL / ELECTRICAL PARKING (GARAGES) RAMPS TOTAL SDL 32 12 5 5 5 2 UNFACTORED SUPERIMPOSED DEAD LOAD (PSF UNO) FLOOR FINISHES TOTAL LLPARTITION 20 0 40 40* 0 0 0 100 125* 40* ROOF STORAGE OUTDOOR AMENTITIES 8 12 11 10 62.5 20 17.5 0 0 0 100 125* 20 105 75 (SLOPE TO DRAIN) 25 (PAVER)0 100* GROUND LEVEL RETAIL & LOBBIES 6 42.5 0 100*BALL ROOM / INDOOR AMENITY 2 2 2 2 2 2 2 2 2 ASSEMBLY AREA 7 37.5 37.5 0 0 0 7 12.5 15 2 RESIDENTIAL BALCONIES (STACKED)10 2 0 605 RESIDENTIAL 9 530 0 40WATER TANK 2 ROOF MECHANICAL13 20 0 125*2 15 POOL14 410 0 100*2 STAFF / OFFICE15 20 5027 KITCHEN / DINNING16 0 150*2 7 32 12 25 (FINISHES) 500 (WATER) 250 (4'-0" WATER) 150 (SUBFRAMING)ASSEMBLY AREA LIGHTING / MEP UNFACTORED LIVE LOAD (PSF UNO) 3 3 3 3 3 3 3 3 3 3 3 3 3 8 3 3 BALCONIES LIGHT STORAGE GARAGES GARAGES PUBLIC ROOMS CORRIDORS FIRST FLOOR RETAIL LIGHT STORAGE ROOF OFFICES DININGS 17 ROADWAY/LANDSCAPE 0 250*5 2752800 ROADWAY SEE NOTE 7 5A ACCESS RAMP 60 0 100255 (5" MAX LWT TOPPING)3 ACCES RAMP LOADING PLAN NOTES: 1. SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE SELF-WEIGHT OF THE STRUCTURE. 2. SEE FRAMING PLANS FOR DESIGN LOAD OF SPECIFIC ITEMS SUCH AS ELEVATORS, ESCALATORS, AND MECHANICAL / ELECTRICAL EQUIPMENT. 3. HAND AND GUARDRAIL ASSEMBLY LIVE LOAD IS THE GREATER OF 200LB AND 50LB/FT IN ANY DIRRECTIONS. 4. * DENOTES NON-REDUCIBLE LIVE LOADS, TYPE 4 AND 5 (PARKING AND RAMP) ARE 20% REDUCIBLE FOR COLLUMN AND FOUNDATIONS. 5. SEE R1.S0.40 , R1.S0.41 & R1.S0.42 FOR COMPONENTS AND CLADDING LOADS. 6. SEE R1.S0.20 FOR FINISH FLOOR TYPE SCHEDULE. 7. MAXIMUM DESIGNED AXLE LOAD PER AASHTO FOR A DESIGN TANDEM (PAIR OF 25-KIP AXLES SPACED 4'-0" APART, WITH 8-KIP LOAD AT CAB) 18 19 20 GREEN ROOF PLANTER (3'-0") PLANTER (4'-0") 0 2021053 ROOF 0 202385 3 PLANTER 0 202 495 + 2,000LBS TREE 3 PLANTER 50 (TOPPING) 50 (GREEN ROOF SYSTEM) 330 (3'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 21 22 15A MEDIUM TREE PLANTER HEAVY TREE PLANTER BUILT-UP SLAB OFFICE 0 202 495 + 6,000LBS TREE 3 PLANTER 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 272 3 495 2 3 0 20 PLANTER 20 507 40 (4" LWT TOPPING)OFFICES 12 723 0 100*PUBLIC ROOMSFITNESS CENTER / GYM23 SCALE: 1" = 20'-0"1 LEVEL 01 - LOADING PLAN SCALE: 1" = 20'-0"2 LEVEL 02 - LOADING PLAN SCALE: 1" = 20'-0"3 LEVEL 03 - LOADING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:20:40 PM R1.S0.11 LOADING PLANS S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 7 5 3 74 4 3 3 3 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 7 7 5 6 4 3 3 15 10 11 7 11 6 3 20 10 10 22 22 19 19 22 CONCRETE STAIRS PER ARCH. ASSUME 150PSF 3 1414 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 7 5 3 74 4 3 3 3 SUPERPOSED DEAD AND LIVE LOAD SCHEDULE DESCRIPTIONDESIGNATION MARK CEILING TYPE 5 4 3 7 1 RESIDENTIAL UNITS LOBBIES/CORRIDORS, AND STAIRS MECHANICAL / ELECTRICAL PARKING (GARAGES) RAMPS TOTAL SDL 32 12 5 5 5 2 UNFACTORED SUPERIMPOSED DEAD LOAD (PSF UNO) FLOOR FINISHES TOTAL LLPARTITION 20 0 40 40* 0 0 0 100 125* 40* ROOF STORAGE OUTDOOR AMENTITIES 8 12 11 10 62.5 20 17.5 0 0 0 100 125* 20 105 75 (SLOPE TO DRAIN) 25 (PAVER)0 100* GROUND LEVEL RETAIL & LOBBIES 6 42.5 0 100*BALL ROOM / INDOOR AMENITY 2 2 2 2 2 2 2 2 2 ASSEMBLY AREA 7 37.5 37.5 0 0 0 7 12.5 15 2 RESIDENTIAL BALCONIES (STACKED)10 2 0 605 RESIDENTIAL 9 530 0 40WATER TANK 2 ROOF MECHANICAL13 20 0 125*2 15 POOL14 410 0 100*2 STAFF / OFFICE15 20 5027 KITCHEN / DINNING16 0 150*2 7 32 12 25 (FINISHES) 500 (WATER) 250 (4'-0" WATER) 150 (SUBFRAMING)ASSEMBLY AREA LIGHTING / MEP UNFACTORED LIVE LOAD (PSF UNO) 3 3 3 3 3 3 3 3 3 3 3 3 3 8 3 3 BALCONIES LIGHT STORAGE GARAGES GARAGES PUBLIC ROOMS CORRIDORS FIRST FLOOR RETAIL LIGHT STORAGE ROOF OFFICES DININGS 17 ROADWAY/LANDSCAPE 0 250*5 2752800 ROADWAY SEE NOTE 7 5A ACCESS RAMP 60 0 100255 (5" MAX LWT TOPPING)3 ACCES RAMP LOADING PLAN NOTES: 1. SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE SELF-WEIGHT OF THE STRUCTURE. 2. SEE FRAMING PLANS FOR DESIGN LOAD OF SPECIFIC ITEMS SUCH AS ELEVATORS, ESCALATORS, AND MECHANICAL / ELECTRICAL EQUIPMENT. 3. HAND AND GUARDRAIL ASSEMBLY LIVE LOAD IS THE GREATER OF 200LB AND 50LB/FT IN ANY DIRRECTIONS. 4. * DENOTES NON-REDUCIBLE LIVE LOADS, TYPE 4 AND 5 (PARKING AND RAMP) ARE 20% REDUCIBLE FOR COLLUMN AND FOUNDATIONS. 5. SEE R1.S0.40 , R1.S0.41 & R1.S0.42 FOR COMPONENTS AND CLADDING LOADS. 6. SEE R1.S0.20 FOR FINISH FLOOR TYPE SCHEDULE. 7. MAXIMUM DESIGNED AXLE LOAD PER AASHTO FOR A DESIGN TANDEM (PAIR OF 25-KIP AXLES SPACED 4'-0" APART, WITH 8-KIP LOAD AT CAB) 18 19 20 GREEN ROOF PLANTER (3'-0") PLANTER (4'-0") 0 2021053 ROOF 0 202385 3 PLANTER 0 202 495 + 2,000LBS TREE 3 PLANTER 50 (TOPPING) 50 (GREEN ROOF SYSTEM) 330 (3'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 21 22 15A MEDIUM TREE PLANTER HEAVY TREE PLANTER BUILT-UP SLAB OFFICE 0 202 495 + 6,000LBS TREE 3 PLANTER 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 272 3 495 2 3 0 20 PLANTER 20 507 40 (4" LWT TOPPING)OFFICES 12 723 0 100*PUBLIC ROOMSFITNESS CENTER / GYM23 SCALE: 1" = 20'-0"2 LEVEL 05 - LOADING PLAN SCALE: 1" = 20'-0"3 LEVEL 06 - LOADING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:20:48 PM R1.S0.12 LOADING PLANS S21043.00 SCALE: 1" = 20'-0"1 LEVEL 04 - LOADING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 DN R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 23 1 7 7 7 2 2 2 20 21 21 20 3 7 21 21 21 20 21 21 2010 22 22 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 1 1 2 2 7 7 7 3 SUPERPOSED DEAD AND LIVE LOAD SCHEDULE DESCRIPTIONDESIGNATION MARK CEILING TYPE 5 4 3 7 1 RESIDENTIAL UNITS LOBBIES/CORRIDORS, AND STAIRS MECHANICAL / ELECTRICAL PARKING (GARAGES) RAMPS TOTAL SDL 32 12 5 5 5 2 UNFACTORED SUPERIMPOSED DEAD LOAD (PSF UNO) FLOOR FINISHES TOTAL LLPARTITION 20 0 40 40* 0 0 0 100 125* 40* ROOF STORAGE OUTDOOR AMENTITIES 8 12 11 10 62.5 20 17.5 0 0 0 100 125* 20 105 75 (SLOPE TO DRAIN) 25 (PAVER)0 100* GROUND LEVEL RETAIL & LOBBIES 6 42.5 0 100*BALL ROOM / INDOOR AMENITY 2 2 2 2 2 2 2 2 2 ASSEMBLY AREA 7 37.5 37.5 0 0 0 7 12.5 15 2 RESIDENTIAL BALCONIES (STACKED)10 2 0 605 RESIDENTIAL 9 530 0 40WATER TANK 2 ROOF MECHANICAL13 20 0 125*2 15 POOL14 410 0 100*2 STAFF / OFFICE15 20 5027 KITCHEN / DINNING16 0 150*2 7 32 12 25 (FINISHES) 500 (WATER) 250 (4'-0" WATER) 150 (SUBFRAMING)ASSEMBLY AREA LIGHTING / MEP UNFACTORED LIVE LOAD (PSF UNO) 3 3 3 3 3 3 3 3 3 3 3 3 3 8 3 3 BALCONIES LIGHT STORAGE GARAGES GARAGES PUBLIC ROOMS CORRIDORS FIRST FLOOR RETAIL LIGHT STORAGE ROOF OFFICES DININGS 17 ROADWAY/LANDSCAPE 0 250*5 2752800 ROADWAY SEE NOTE 7 5A ACCESS RAMP 60 0 100255 (5" MAX LWT TOPPING)3 ACCES RAMP LOADING PLAN NOTES: 1. SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE SELF-WEIGHT OF THE STRUCTURE. 2. SEE FRAMING PLANS FOR DESIGN LOAD OF SPECIFIC ITEMS SUCH AS ELEVATORS, ESCALATORS, AND MECHANICAL / ELECTRICAL EQUIPMENT. 3. HAND AND GUARDRAIL ASSEMBLY LIVE LOAD IS THE GREATER OF 200LB AND 50LB/FT IN ANY DIRRECTIONS. 4. * DENOTES NON-REDUCIBLE LIVE LOADS, TYPE 4 AND 5 (PARKING AND RAMP) ARE 20% REDUCIBLE FOR COLLUMN AND FOUNDATIONS. 5. SEE R1.S0.40 , R1.S0.41 & R1.S0.42 FOR COMPONENTS AND CLADDING LOADS. 6. SEE R1.S0.20 FOR FINISH FLOOR TYPE SCHEDULE. 7. MAXIMUM DESIGNED AXLE LOAD PER AASHTO FOR A DESIGN TANDEM (PAIR OF 25-KIP AXLES SPACED 4'-0" APART, WITH 8-KIP LOAD AT CAB) 18 19 20 GREEN ROOF PLANTER (3'-0") PLANTER (4'-0") 0 2021053 ROOF 0 202385 3 PLANTER 0 202 495 + 2,000LBS TREE 3 PLANTER 50 (TOPPING) 50 (GREEN ROOF SYSTEM) 330 (3'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 21 22 15A MEDIUM TREE PLANTER HEAVY TREE PLANTER BUILT-UP SLAB OFFICE 0 202 495 + 6,000LBS TREE 3 PLANTER 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 272 3 495 2 3 0 20 PLANTER 20 507 40 (4" LWT TOPPING)OFFICES 12 723 0 100*PUBLIC ROOMSFITNESS CENTER / GYM23 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 1 R11' 1015A 1 1 2 2 7 7 7 19 3 22 22 21 21 20 20 20 7 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:20:57 PM R1.S0.13 LOADING PLANS S21043.00 SCALE: 1" = 20'-0"1 LEVEL 07 - LOADING PLAN SCALE: 1" = 20'-0"2 LEVEL 08 - 14 - LOADING PLAN SCALE: 1" = 20'-0"3 LEVEL 15 - LOADING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 12 R11' 7 7 13 SUPERPOSED DEAD AND LIVE LOAD SCHEDULE DESCRIPTIONDESIGNATION MARK CEILING TYPE 5 4 3 7 1 RESIDENTIAL UNITS LOBBIES/CORRIDORS, AND STAIRS MECHANICAL / ELECTRICAL PARKING (GARAGES) RAMPS TOTAL SDL 32 12 5 5 5 2 UNFACTORED SUPERIMPOSED DEAD LOAD (PSF UNO) FLOOR FINISHES TOTAL LLPARTITION 20 0 40 40* 0 0 0 100 125* 40* ROOF STORAGE OUTDOOR AMENTITIES 8 12 11 10 62.5 20 17.5 0 0 0 100 125* 20 105 75 (SLOPE TO DRAIN) 25 (PAVER)0 100* GROUND LEVEL RETAIL & LOBBIES 6 42.5 0 100*BALL ROOM / INDOOR AMENITY 2 2 2 2 2 2 2 2 2 ASSEMBLY AREA 7 37.5 37.5 0 0 0 7 12.5 15 2 RESIDENTIAL BALCONIES (STACKED)10 2 0 605 RESIDENTIAL 9 530 0 40WATER TANK 2 ROOF MECHANICAL13 20 0 125*2 15 POOL14 410 0 100*2 STAFF / OFFICE15 20 5027 KITCHEN / DINNING16 0 150*2 7 32 12 25 (FINISHES) 500 (WATER) 250 (4'-0" WATER) 150 (SUBFRAMING)ASSEMBLY AREA LIGHTING / MEP UNFACTORED LIVE LOAD (PSF UNO) 3 3 3 3 3 3 3 3 3 3 3 3 3 8 3 3 BALCONIES LIGHT STORAGE GARAGES GARAGES PUBLIC ROOMS CORRIDORS FIRST FLOOR RETAIL LIGHT STORAGE ROOF OFFICES DININGS 17 ROADWAY/LANDSCAPE 0 250*5 2752800 ROADWAY SEE NOTE 7 5A ACCESS RAMP 60 0 100255 (5" MAX LWT TOPPING)3 ACCES RAMP LOADING PLAN NOTES: 1. SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE SELF-WEIGHT OF THE STRUCTURE. 2. SEE FRAMING PLANS FOR DESIGN LOAD OF SPECIFIC ITEMS SUCH AS ELEVATORS, ESCALATORS, AND MECHANICAL / ELECTRICAL EQUIPMENT. 3. HAND AND GUARDRAIL ASSEMBLY LIVE LOAD IS THE GREATER OF 200LB AND 50LB/FT IN ANY DIRRECTIONS. 4. * DENOTES NON-REDUCIBLE LIVE LOADS, TYPE 4 AND 5 (PARKING AND RAMP) ARE 20% REDUCIBLE FOR COLLUMN AND FOUNDATIONS. 5. SEE R1.S0.40 , R1.S0.41 & R1.S0.42 FOR COMPONENTS AND CLADDING LOADS. 6. SEE R1.S0.20 FOR FINISH FLOOR TYPE SCHEDULE. 7. MAXIMUM DESIGNED AXLE LOAD PER AASHTO FOR A DESIGN TANDEM (PAIR OF 25-KIP AXLES SPACED 4'-0" APART, WITH 8-KIP LOAD AT CAB) 18 19 20 GREEN ROOF PLANTER (3'-0") PLANTER (4'-0") 0 2021053 ROOF 0 202385 3 PLANTER 0 202 495 + 2,000LBS TREE 3 PLANTER 50 (TOPPING) 50 (GREEN ROOF SYSTEM) 330 (3'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 21 22 15A MEDIUM TREE PLANTER HEAVY TREE PLANTER BUILT-UP SLAB OFFICE 0 202 495 + 6,000LBS TREE 3 PLANTER 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 440 (4'-0" MAX SOIL) 25 (PAVER) 25 (PLANTER) 272 3 495 2 3 0 20 PLANTER 20 507 40 (4" LWT TOPPING)OFFICES 12 723 0 100*PUBLIC ROOMSFITNESS CENTER / GYM23 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 12 12 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:21:04 PM R1.S0.14 LOADING PLANS S21043.00 SCALE: 1" = 20'-0"1 LEVEL ROOF - LOADING PLAN SCALE: 1" = 20'-0"2 TOP OF CORE - LOADING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 2 RESIDENTIAL BALCONIES (STACKED) 5 PSF 3 MECHANICAL / ELECTRICAL 0 PSF 4 PARKING 0 PSF 5 RAMPS 0 PSF 6 BALL ROOM / INDOOR AMENITY 37.5 PSF 8 GROUND LEVEL RETAIL & LOBBIES 37.5 PSF 12 ROOF 15 PSF 13 ROOF MECHANICAL 15 PSF 11 STORAGE 10 OUTDOOR AMENITIES 50 PSF (SLOPE TO DRAIN), 25 PSF (PAVER) FINISH FLOOR TYPE LOAD ALLOWANCE NOTE: PARTITION WALL AND FLOOR FINISH CONSTRUCTION TYPES ARE SHOWN FOR THE PURPOSE OF DOCUMENTING THE LOAD ALLOWANCE FOR EACH CONSTRUCTION TYPE. REFER TO ARCHITECTURAL DRAWINGS FOR ALL PARTITION AND FLOOR ASSEMBLY CONSTRUCTION. MARK USE UNIFORMLY DISTRIBUTED FLOOR FINISH LOAD ALLOWANCE MARK USE UNIFORMLY DISTRIBUTED FLOOR FINISH LOAD ALLOWANCE 7 LOBBIES, CORRIDORS & STAIRS 7 PSF T/STRUCT SLAB 0 PSF FLOOR FINISH LOAD ALLOWANCE T/STRUCT SLAB NO FLOOR FINISH LOAD ALLOWANCE TRAFFIC COATING / PAINT T/STRUCT SLAB NO FLOOR FINISH LOAD ALLOWANCE TRAFFIC COATING / PAINT T/STRUCT SLAB 1" STONE PAVER OR TILE 2" MAX CONC TPG SCREED T/STRUCT SLAB T/STRUCT SLAB T/STRUCT SLAB 12.5 PSF FLOOR FINISH LOAD ALLOWANCE T/STRUCT SLAB DRAINAGE COMPOSITE WATERPROOFING BUILT-UP INSULATION SELF LEVELING UNDERLAYMENT 1" ISOLATION UNDERLAYMENT 1/2" WOOD FLOOR, CARPET, OR 3/8" THIN SET TILE MARK USE UNIFORMLY DISTRIBUTED FLOOR FINISH LOAD ALLOWANCE 1" STONE PAVER OR TILE 2" MAX CONC TPG SCREED TRAFFIC COATING/PAINT TRAFFIC COATING/PAINT 12.5 PSF (AT CONCRETE FRAMING) T/STRUCT SLAB DRAINAGE COMPOSITE WATERPROOFING BUILT-UP INSULATION 15 STAFF / OFFICE 7 PSF T/STRUCT SLAB T/STRUCT SLAB PAVER DRAINAGE COMPOSITE WATERPROOFING 4" MAX TOPPING SLAB (POURED W/SLAB @ CONTRACTOR'S OPTION) 9 WATER TANK 25 PSF SELF LEVELING UNDERLAYMENT 1" ISOLATION UNDERLAYMENT 1/2" WOOD FLOOR, CARPET, OR 3/8" THIN SET TILE 14 POOL 250 PSF (WATER) 150 PSF (BASIN) 1 RESIDENTIAL UNITS 7 PSF T/STRUCT SLAB SELF LEVELING UNDERLAYMENT 1" ISOLATION UNDERLAYMENT 1/2" WOOD FLOOR, CARPET, OR 3/8" THIN SET TILE 16 KITCHEN / DINING 7 PSF T/STRUCT SLAB 1" ISOLATION UNDERLAYMENT 1/2" WOOD FLOOR, CARPET, OR 3/8" THIN SET TILE SELF LEVELING UNDERLAYMENT T/STRUCT SLAB TRAFFIC COATING/ PAINT 3/8" THIN SET TILE T/STRUCT SLAB DRAINAGE COMPOSITE WATERPROOFING BUILT-UP INSULATION 2" (MAX) CONC WEAR SLAB T/STRUCT SLAB 4'-0" MAX WATER WATERPROOFING 12" MAX POOL BASIN 17 GROUND LEVEL ROADWAY 275 PSF T/STRUCT SLAB 12" FINISH ALLOWANCE MIN AT LOWEST POINT 6" ROADWAY +4" INSULATION+ 2" WATER PROOFING . 7A ACCESS RAMP 5 PSF T/STRUCT SLAB 5" MAX LWT TOPPPING 18 50 PSF (TOPPING), 50 PSF(GREEN ROOF SYSTEM) 19 PLANTER 440 PSF (SOIL AND PLANTINGS), 50 PSF (TOPPING) 20 HEAVY TREE PLANTERS 440 PSF (SOIL), 50 PSF (TOPPING) TREE LOADS PER PLAN T/STRUCT SLAB DRAINAGE COMPOSITE WATERPROOFING 4" MAX SLOPE TO DRAIN 6" MAX GREEN ROOF SYSTEM T/STRUCT SLAB DRAINAGE COMPOSITE WATERPROOFING 4" MAX TOPPING SLAB (POURED W/SLAB @ CONTRACTORS OPTION) 48" MAX WET SOIL AND PLANTING (110 PCF) T/STRUCT SLAB DRAINAGE COMPOSITE WATERPROOFING 4" MAX TOPPING SLAB (POURED W/SLAB @ CONTRACTORS OPTION) 48" MAX WET SOIL (110 PCF) 23 FITNESS CENTER / GYM 7 PSF T/STRUCT SLAB SELF LEVELING UNDERLAYMENT 1" ISOLATION UNDERLAYMENT 8MM RUBBER FLOORING T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1" = 1'-0" 11/19/2024 3:21:14 PM R1.S0.20 FINISH FLOOR TYPE SCHEDULE S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 11/19/2024 3:21:21 PM R1.S0.30 ELEVATOR LOADING S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 11/19/2024 3:21:28 PM R1.S0.31 ELEVATOR LOADING S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" C 1 R1.S0.40 1 R1.S0.41 1 R1.S0.42 2 R1.S0.42 CLADDING LOAD KEY PLAN USEMARK TYPICAL CLADDING TYPE (20 PSF) METAL PANEL RAINSCREEN (20 PSF) BRICK/TILE FINISH (40 PSF) DECORATIVE FABRIC SCREEN ALLOWANCE FOR 50% LED SIGNAGE BY AREA (40PSF IN LED LOCATIONS, 20PSF NET) T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:21:37 PM R1.S0.40 FACADE LOADING S21043.00 SCALE: 3/32" = 1'-0"1 ELEVATION SOUTH A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" 3' - 6 " 3 ' - 6 " 28'-0" 7'-9" 26'-3" 6'-10" 5' - 0 " 4' - 1 1 " C C C 4'-0"8'-11" CLADDING LOAD KEY PLAN USEMARK TYPICAL CLADDING TYPE (20 PSF) METAL PANEL RAINSCREEN (20 PSF) BRICK/TILE FINISH (40 PSF) DECORATIVE FABRIC SCREEN ALLOWANCE FOR 50% LED SIGNAGE BY AREA (40PSF IN LED LOCATIONS, 20PSF NET) 1 R1.S0.40 1 R1.S0.41 1 R1.S0.42 2 R1.S0.42 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:21:46 PM R1.S0.41 FACADE LOADING S21043.00 SCALE: 3/32" = 1'-0"1 ELEVATION NORTH A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" CC C C LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" 6'-10 1/2"7'-1 1/2" C C C C 1 R1.S0.40 1 R1.S0.41 1 R1.S0.42 2 R1.S0.42 CLADDING LOAD KEY PLAN USEMARK TYPICAL CLADDING TYPE (20 PSF) METAL PANEL RAINSCREEN (20 PSF) BRICK/TILE FINISH (40 PSF) DECORATIVE FABRIC SCREEN ALLOWANCE FOR 50% LED SIGNAGE BY AREA (40PSF IN LED LOCATIONS, 20PSF NET) T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:21:55 PM R1.S0.42 FACADE LOADING S21043.00 SCALE: 3/32" = 1'-0"1 ELEVATION WEST SCALE: 3/32" = 1'-0"2 ELEVATION EAST A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 H01H02H03H04H05 HF HD HC HA H06 HE HB R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 14'-0" 23'-0" 22'-3" 30'-9" 32'-0" 15 ' - 9 1 / 2 " 2 9 ' - 4 " 2 9 ' - 4 " 2 9 ' - 4 " 1 5 ' - 4 1 / 8 " 28'-2" HOTEL BUILDING UNDER SEPARATE PERMIT MA T C H L I N E SEGMENT A SEGMENT B VOIDS FOR MEP VAULTS. LOCATIONS PER MEP DRAWINGS. REFER TO 6/R1.S3.13 (RESIDENTIAL) AND 6/H1.S3.11 (HOTEL) R11' SCALE: 1" = 13'-4"1 FOUNDATION PLAN - OVERALL LEVEL P01 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1" = 13'-4" 11/19/2024 3:22:02 PM R1.S1.00 BASEMENT PLAN - OVERVIEW S21043.00 FOUNDATION PLAN NOTES 1. REFER TO SHEET R1.S3.00 FOR MAT FOUNDATION SIZE AND EXTENTS 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 2 R1.S3.50 1 R1.S3.51 1 R1.S3.52 3 R1.S8.10 1 R1.S3.50 2 R1.S3.52 1 R1.S8.02 3 R1.S8.11 8 R1.S8.11 1 R1.S8.25 2 R1.S8.25 1 R1.S3.13 12 R1.S8.11 R11' 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " RAMP UP 9'-4" MA T C H L I N E M A T C H L I N E 1' - 2 " 1'-2" 1' - 2 " 1'-2" 1' - 2 " 1' - 2 " 7'-2" F/ W A L L 10" 6 R1.S3.61 TYP 13 ' - 0 " F/WALL 2' - 6 " 6 R1.S3.61 TYP CL COL 16 ' - 0 " FIRE WATER STORAGE 11 R1.S8.11 4 R1.S3.20 T/MAT FND EL = -13' - 0" VA R I E S BUILT UP CONC TOPPING SLAB DN UP 1'-0" PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E 1' - 0 " 2' - 1 0 " 3" DWBP H1 G1 1 VOIDS FOR MEP VAULTS. LOCATION PER MEP DRWGS. REFER TO 6/R1.S3.13, TYP 4'-9 1/2" SP 1,2 SE 1,2 7" 16 ' - 0 " 7 1 / 2 " 1' - 6 " 2 ' - 4 " 1' - 8 " 2" 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 2'-0"2'-0" 1' - 8 " 2" 1'-0" 1'-0"1'-2" 10" T/PIT EL -18' - 6" 11 R1.S8.11 BUILT UP CONC TOPPING SLAB T/PIT EL -16' - 6" 5'-6" 5' - 6 " 5' - 6 " 5'-6" SIM T/MAT FND EL = -11' - 0" 1 R1.S8.03 6 R1.S3.61 TYP 15'-3" 9'-2"7'-2" C NOTE: ADDITIONAL BORINGS SHALL BE DRILLED AT THE SITE AFTER DEMO OF (E) STRUCUTRE IS COMPLETE AND FINAL GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE SER. PRIOR TO COMMENCEMENT OF FOUNDATION WORK, CONTRACTOR MUST OBTAIN A LETTER FROM SER DENOTING THAT DESIGNED FOUNDATION IS ADEQUATE BASED ON RESULTS OF ADDITIONAL BORINGS AND FINAL GEOTECHNICAL REPORT AND THAT NO REVISIONS ARE REQUIRED FOUNDATION PLAN NOTES 1. REFER TO SHEET R1.S3.00 FOR MAT FOUNDATION SIZE AND EXTENTS SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN - LEVEL P01 - SEG A T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:22:11 PM R1.S1.00.A BASEMENT LEVEL P 01 FRAMING PLAN S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" RAMP UP 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 CB CB CB CB CB CB 12" RC SLAB RAMP DOWN RA M P D O W N 12" RC SLAB 2 R1.S3.50 1 R1.S3.51 1 R1.S3.52 16" RC SLAB T/SLAB EL -1' - 4" 3 R1.S8.10 1 R1.S8.20 7 R1.S8.20 3 R1.S8.22 3 R1.S8.26 PROPERTY LINE PR O P E R T Y L I N E 1' - 6 " 1'-6" 1'- 6 1/4" 1'-6" 1'-6" 7 R1.S8.26 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " TYP @ ENTRY DOORWAY 1 R1.S3.50 2 R1.S3.52 3 R1.S8.22 TYP @ ENTRY DOORWAY 1 R1.S8.02 8 R1.S8.11 12" RC SLAB RA M P U P 12" RC SLAB 3 R1.S8.21 11 R1.S8.20 7 R1.S8.21 3 R1.S8.27 12" RC SLAB 1 R1.S8.25 2 R1.S8.25 12" RC SLAB 12" RC SLAB 7 R1.S8.20 SIM -6 " -6" 1RB2 1R B 1 MECH YARD, PROVIDE MECH PADS PER AE REQD PER MECH. SEE MECH FOR SIZE AND LOCATION 12 R1.S8.11 3 R1.S8.22 TYP @ ENTRY DOORWAY HSS12X10X1/2 [T/STL = 15'-6 3/4"] 9 R1.S8.20 R11' CL COL 16 ' - 0 " 1' - 6 " 2 ' - 4 " 1' - 8 " 2" 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 2'-0"2'-0" T/SLAB EL -0' - 8" 12" RC SLAB 8" RC SLABCB 1 CB 1 CB 1 10 R1.S8.27 CMU WALL, SEE ARCH 2 R1.S8.30 TYP T/SLAB EL 0' - 4 13/16" 1R B 1 1 R B 1 1RB3 1RB3 1RB3 12" RC SLAB 10 R1.S8.22 3 R1.S8.22 14 ' - 1 1 1 / 2 " 11'-2" 4" CONC SLAB OVER STRUCTURAL FOAM WP WP T/SLAB EL VARIES 8" PT SLAB UPTURNED BEAM PER SECTION CB 1 2" 7 R1.S8.27 RAMP 12 R1.S5.42 TYP 12" RC SLAB 11 R1.S8.27 12" 12 " 10 R1.S8.21 10 R1.S8.26 12" T/SLAB EL 0' - 4" 2" 2" 2" T/SLAB EL 0' - 0" T/SLAB EL -0' - 2" 2" 4" 2" T/SLAB EL -0' - 6" T/SLAB EL -0' - 2" T/SLAB EL -0' - 8" T/SLAB EL 0' - 0" T/SLAB EL -0' - 2" 2" T/SLAB EL -0' - 6" LIGHTWEIGHT TOPPING 7' - 1 1 / 2 " 1' - 2 " 5'-0 1/2" 9 1/2" DN SB 4" 2" 1 ' - 8 " RAMP 1 R1.S8.03 4 R1.S8.27 1 R1.S5.42 HSS10X5X3/8HSS10X5X3/8 [T/STL = 15'-6 3/4"] [T/STL = 15'-6 3/4"] 1' - 4 " 5"5"8" 12'-5" HSS6 X 6 X 3/8 TYP @ 4 LOC T/SLAB EL 0' - 0"T/SLAB EL 0' - 0" 2 R1.S8.10 1R B 1 [T / B E A M = 0 ' - 4 " ] 1R B 1 [T / B E A M = 0 ' - 4 " ] 1R B 1 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03HSS COL PER 9 R1.S7.03 1 R1.S8.80 8 R1.S8.90 TYP CMU WALL PER SCHED. SEE ARCH FOR LOC. RA M P 6' - 0 " C C C C SEE NOTE 10 1' - 7 " C SEE NOTE 10 C C C=1/2" C=1/2" C=1/2" C=1/2"C=1/2"C=1/2"C=1/2" C=1/2" FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1RB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/2. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" SCALE: 1/8" = 1'-0"1 LEVEL 01 FRAMING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:22:22 PM R1.S1.01 LEVEL 01 FRAMING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C C C C C C C C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 #5 @12" E.W BOTTOM #5 @12" E.W BOTTOM #5 @12" E.W BOTTOM #5 @12" E.W BOTTOM #5 @12" E.W BOTTOM #5 @8" E.W BOTTOM #5 @12" E.W BOTTOM (4)-#9X85'-0" @MID DEPTH (3)-#9x25'-0" AT MID DEPTH (3)-#9x25'-0" AT MID DEPTH (3)#9X30'-0" @ MID DEPTH (2 ) # 9 X 3 0 ' - 0 " @ M I D D E P T H (2 ) # 9 X 3 0 ' - 0 " @ M I D D E P T H (4)#9X30'-0" @ MID DEPTH (4)#9X30'-0" @ MID DEPTH (2)-#9x30'-0" AT MID DEPTH (2 ) # 9 X 3 0 ' - 0 " @ M I D D E P T H (3 ) # 9 X 3 0 ' - 0 " @ M I D D E P T H (2 ) # 9 X 3 0 ' - 0 " @ M I D D E P T H (3 ) # 9 X 3 0 ' - 0 " @ M I D D E P T H B4 B4 B4 B4 B4 B4 B4 B4 #5 @6" E.W BOTTOM #5 @12" EW BOTTOM R11' TY P U O N LT S TY P U O N LT S 25'-0"25'-0" 19'-9" 19'-9"25'-0" B4 #5 @12" E.W BOTTOM B6 #5 @12" E.W BOTTOM B7 B5 B5 #5 @12" E.W BOTTOM B6 B6 B6 B6 B5 B6 #5 @12" E.W BOTTOM B5 #5 @12" E.W BOTTOM B6 B6 B6 B6 (4)-#9X85'-0" @MID DEPTH NOTES: 1. SEE SHEET H1-S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET H1-S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C SCALE: 1/8" = 1'-0"1 LEVEL 01 BOTTOM REINFORCING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:22:30 PM R1.S1.01.BR LEVEL 01 BOTTOM REINFORCING PLAN S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 2'-6" 6'-0" COLUMN STRIP 6'-0" 6'-0" COLUMN STRIP 6'-0" 6'-0" COLUMN STRIP 6'-0" 6'-0" COLUMN STRIP 6'-0" 6'-0" COLUMN STRIP 6'-0" 6'-0" COLUMN STRIP COLUMN STRIP COLUMN STRIP 6'-0" 6'-0" COLUMN STRIP 7'-0" 7'-0" COLUMN STRIP 2'-6"7'-2" COLUMN STRIP 7' - 2 " 7' - 2 " CO L U M N S T R I P 5' - 1 0 " 5' - 1 0 " CO L U M N S T R I P 7' - 0 " 3' - 1 0 " CO L U M N S T R I P 3' - 1 0 " 7' - 0 " CO L U M N S T R I P 3' - 1 0 " CO L U M N S T R I P 3' - 1 0 " 2' - 5 1 / 2 " CO L U M N S T R I P 6'-0" 7'-0" COLUMN STRIP COLUMN STRIP 7'-2" 2'-9" COLUMN STRIP 7'-6"2'-9" COLUMN STRIP 7'-0"7'-6" COLUMN STRIP 7'-6"7'-0" COLUMN STRIP 7'-6"7'-6" COLUMN STRIP 7'-0"7'-0" COLUMN STRIP 4'-3"7'-0" COLUMN STRIP 7'-0"3'-3" COLUMN STRIP 7'-0"7'-0" COLUMN STRIP 4'-4"4'-4" COLUMN STRIP 5'-10"4'-4" COLUMN STRIP 9'-2 1/2"5'-10" T2 0 T1 2 T2 1 T22 T2 2 T14 T21 T14 T2 3 T1 4 T14 T21 T14 T2 3 T1 4 T14 T21 T14 T2 3 T14 T21 T14 T2 3 T2 2 T1 4 T25 T21 T10 T14 T10 T14 T25 T21 T10 T14 T10 T14 T1 4 T14 T21 T14 T2 3 T2 2 T2 2 T2 3 T2 3 T14 T21 T14 T2 3 T14T10 T14 T14T10 T14 T14T14T14T14 T22 T2 0 T2 0 T2 5 T2 0 T1 2 T2 0 T1 2 T12 T2 0 T12 T21 T1 4 T1 4 T2 1 T1 4 T14 T12 T12 T1 4 T1 4 T1 4 T21 T2 1 T9 T9 T20 T20 T20 T20 T20 T20 T9 T2 2 T14 T21 T14 T9 T9 T9 T9 T14 T14 T14 T9 T9 T9 T9 T14 T14 T14 T9 T9 T9 T9 T20 T14 T2 2 T2 3 T2 2 T14 T21 T14 T2 3 T2 3 T20 T14 T20 T14 T20 T14 T2 2 T2 2 T14 T21 T14 T2 2 T2 2 T14T14 T20 T20T14 T20 T25 T1 2 T2 0 T25 T1 4 T9 T14 T9 T14 T1 4 T21 T2 1 T1 4 T9 T14 T9 T14 T1 4 T21 T2 1 T9 T25 T14 T20 T2 0 T14 T14 T14 T14 T2 0 T20 T2 0 T2 0 T2 3 T25 T1 4 T21 T2 1 T20 T14 T1 4 T21 T2 1 T1 4 T 1 4 T21 T14 T21 T2 1 T 2 1 T1 2 SR-9SR-7SR-7 SR-9 SR-9 SR-9SR-7 SR-7SR-7 SR-7SR-7 SR-7SR-7 SR-7 SR-7 SR-7 SR-7 SR-7 SR-7SR-7 SR-7 SR-7 SR-7 SR-7 SR-7 SR-7 SR-7 SR-7 T2 5 T2 0 T20 T21 T2 2 T12 T12 T1 4 T25 T25 S1 S2 S1 S1 S1 T9T9 T20 T9 T1 4 T14 T2 5 6'-0" 6'-0"6'-0" 6'-0" T12 T1 4 T1 4 T1 4 T9 T9 T2 0 T25 C C C C C C C C C C C C C C C T20 T14 T14 T14 #5@6" OC TOP, TYP T2 3 #5@6" OC TOP, TYP #5@6" OC TOP, TYP #5@6" OC TOP, TYP T25 T23 #5@6" OC TOP, TYP T12 10'-0" #5@6" OC TOP T2 0 T14 T14 NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C SCALE: 1/8" = 1'-0"1 LEVEL 01 TOP REINFORCING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:22:41 PM R1.S1.01.TR LEVEL 01 TOP REINFORCING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" 8" PT SLAB 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 RAMP UP RAMP DOWN PROPERTY LINE PR O P E R T Y L I N E 4 R1.S8.30 TYP 1 R1.S8.02 1' - 0 " G A P 8 R1.S8.30 TYP @ EXT CONC VEHICULAR BARRIER 8" PT SLAB 12 R1.S8.90 R11' CL COL 16 ' - 0 " RAMP UP 1' - 6 " 2 ' - 4 " 1' - 8 " 2" 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 1' - 8 " 2'-0"2'-0" T/SLAB EL 21' - 0" 8" RC SLAB 8" RC SLAB CB 1 CB 1 CB 1 2'-7" CB 1 T/SLAB EL 16' - 0" VA R I E S 4 R1.S8.31 HSS COL BELOW PER 9 R1.S7.03 TYP HSS COL BELOW PER 9 R1.S7.03 8 R1.S8.90 7 R1.S8.90 CB14' - 4 " 10'-7" 6'-11" 7'-10 1/2" 9'-4 1/2" SB 1 R1.S9.01 CB13' - 8 " 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 10" 1'-2"1'-2"10" 8" PT SLAB 1' - 7 " MESH SCREEN SUPPORT COL PER 1 R1.S9.00 MESH SCREEN SUPPORT COL PER 9 R1.S9.01 MESH SCREEN SUPPORT COL PER 9 R1.S9.00 MESH SCREEN SUPPORT COL PER 1 R1.S9.01 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETER 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETER C C C C C C C C C ACCU R03A ACCU R03C 475 LBS MAX 1285 LBS MAXACCU R02A 1435 LBS MAX ACCU R01 705 LBS MAX C FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1RB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/2. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" SCALE: 1/8" = 1'-0"1 LEVEL 02 FRAMING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:22:48 PM R1.S1.02 LEVEL 02 FRAMING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' DELAY POURSTRIP PER 8 R1.S5.61 4'-0"4'-0" 32 1 K 42 8 K 53 6 K 53 6 K 58 9 K 53 6 K 48 2 K 26 8 K 29 K/FT28 K/FT 28 K/FT 35 K/FT 53 6 K 53 6 K 58 9 K 58 9 K 48 2 K 42 8 K 53 6 K 29 K/FT 29 K/FT 28 K/FT 4" 4" 7" 2 " 7 " 2" 7" 1. 7 5 " 4" 4" 7" 1 " 7 " 1" 7" 1" 4" 4" 7" 1 " 4" 4 " 4 " 4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 7" 1 " 7 " 4 " 7 " 7"7" 4" 4" 1" 4" 4" 7" 1 " 7 " 1 " 7" 4" 4" 7" 2 " 7 " 1. 7 5 " 7" 4"4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 4" 26 8 K 26 8 K 26 8 K 21 4 K 21 4 K 26 8 K 26 8 K 4. 5 " 4"4" 4" 4" 4" 4" 16 1 K 4" 4" 1" 6"4" 4" 4 " 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 1"1"1"2"1"1"1" 1. 7 5 " 4" 4"5.5" 6.5"6"6" 4"2"2" 1.75"6.5"4.5"7"1.75"6.5" 4" 4"6.5"4"1.5"6.5" 4"2"5.5"4" 2" 4"4.5"6.5" 28 K/FT 28 K/FT 4"5.5" 6.5"6"6" 4"2"2" 1"6.5"4.5"6.5"2"6" 4" 4"6.5"4"1.5" 4"6.5" 3.5"4"6.5" 28 K/FT28 K/FT 4"5.5" 6.5"6"6" 4"2"2" 1"6.5"4.5"6.5"2"2"6"4" 6"6"2"6.5" 4" 28 K/FT28 K/FT 4"6.5" 6.5"4"1.75" 1.75" 1.75"6.5"4.5"6.5"2"2"6"4" 6.5"6.5"2"6.5" 4" 4" 4" 4" 4" 4" (2) #6 x 80'-0"AT MID-DEPTH 2 R1.S1.02.PT 37 5 K 16 1 K 4"4" 1. 7 5 " 1. 7 5 " 4"4" 2"4.5" 6.5"4" C CC C C C NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. R10R11R12R13R14 RG RH R11' 58 9 K 4" 1 . 7 5 " 1. 7 5 " 4" 1. 7 5 " 4" 4"4" 42 8 K 4" 42 8 K UP 18" 7" 7" 7" 8"1.75" 1.75" 1.75" DN 58 9 K 4" 1 . 7 5 " 4" 37 5 K 4" 1. 7 5 " 4" SCALE: 1/8" = 1'-0"1 LEVEL 02 POST TENSIONING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:22:57 PM R1.S1.02.PT LEVEL 02 POST TENSIONING PLAN S21043.00 SCALE: 1/8" = 1'-0"2 LEVEL 1 TO LEVEL 2 RAMP - POST TENSIONING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 8 R1.S5.61 4'-0" DELAY POURSTRIP PER T12 T4 T8 SR1 SR1 T12 T4 SR1 T4 SR1 SR1 SR1 T4 SR1 SR1 SR1T4SR1 T8 SR1 SR1 SR1 SR1 T4 SR1 T2 SR1 T2 SR1 T4 SR1SR1 T2 SR1 T4 T4 SR1SR2 T2 SR1 T2 SR1 SR1 T4 T2 SR1 T4 SR1 SR1 T8 T2 T4 T4 T12 X1 TY P S L A B ED G E , U O N T2 T4 T4 T2 T4T4T4T4 B1, TYP AT COL UON B4 B4 B4 T2 T4 T4 X1 TYP SLAB EDGE, UON X1 TY P S L A B ED G E , U O N X1 TYP SLAB EDGE, UON T4 T4 T2 SR4SR4 SR4 SR4 SR4 SR4 SR4 T4 SR4T2 T4 T4 T2 SR4 T2 T2 SR4 T4 SR4T2 T2 SR4 T4 SR4T2 T4 SR4 T4 SR4T4 SR4 T4 SR4SR4SR4 SR4 SR4 T4 T4 T4 T4T4 T7 T4 T7 T4 T4 T4 T4 T4 T4 T8 T4 T8 T2 B2 B3 T4 B3 T7 T9 T 9 T14 B6 B3 B3 B3 SR1 SR1T2 T1 2 B4 T12 B4 T1 2 B4 T11 B5 T4 SR1 SR1 T12 B4 S1 S1 S1 S1 S1 B4 T1 2 B4 T1 2 (2) #8 x 30'-0"AT MID-DEPTH (2) #6 x 80'-0"AT MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2) #6 x 80'-0"AT MID-DEPTH (3)-#6X40'-0" MID-DEPTH (2)-#6 x 40'-0" MID-DEPTH (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H ( 2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 4 0 ' - 0 " M I D - D E P T H T1 T 1 T1 T 1 SR1SR1 T3 T3 (2)-#6 CONT (2)-#6 CONT 5'-0" (3)-#6X20'-0" MID-DEPTH TY P , U O N LT S TYP,UON LTS (2 ) # 6 X 8 0 ' - 0 " M I D - D E P T H (2 ) # 6 X 8 0 ' - 0 " M I D - D E P T H (2) #8 x 80'-0"AT MID-DEPTH TYP, UON LT S TYP SLAB EDGE, UON B2 B2 C C C C C C C C C C T27 TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 R10R11R12R13R14 RG RH R11' T9 T9 B6 T2 T2 T2T2T2 5'-0" T4 T2 5'-0" T2 T4 UP DNT20 SCALE: 1/8" = 1'-0"1 LEVEL 02 REINFORCING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:23:07 PM R1.S1.02.R LEVEL 02 REINFORCING PLAN S21043.00 SCALE: 1/8" = 1'-0"2 LEVEL 1 TO LEVEL 2 RAMP - REINFORCING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 8" PT SLAB RAMP UP RAMP DOWN PROPERTY LINE PR O P E R T Y L I N E 4 R1.S8.30 TYP 8" PT SLAB 1 R1.S8.02 1' - 0 " G A P 8 R1.S8.30 TYP @ EXT CONC VEHICULAR BARRIER CATENARY LIGHTS, SEE LIGHTING FOR LOCATION 8 R1.S8.48 TYP @ 4 LOCATIONS R11' RAMP UP CL COL 16 ' - 0 " 1' - 6 " 2 ' - 4 " 1' - 8 " 2" 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 1' - 8 " 2'-0"2'-0" T/SLAB EL 26' - 0" T/SLAB EL 31' - 0" 8" RC SLAB 8" RC SLAB CB 1 CB 1 CB 1 CB1 CB 1 8 R1.S8.30 TYP @ EXT CONC VEHICULAR BARRIER 4' - 4 " 10'-7" 6'-11" 7'-10 1/2" 9'-4 1/2"SB CB1 3' - 8 1 / 2 " 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 10" 1'-2"1'-2"10" MESH SCREEN SUPPORT COL PER 1 R1.S9.00 MESH SCREEN SUPPORT COL PER 9 R1.S9.01 MESH SCREEN SUPPORT COL PER 9 R1.S9.00 MESH SCREEN SUPPORT COL PER 1 R1.S9.01 TYP AT CMU WALLS AT PERIMETER 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETER 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETER C C C C C C C C ACCU R02B 1435 LBS MAX ACCU R03B 1435 LBS MAX 1' - 7 " FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1RB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/2. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:23:13 PM R1.S1.03 LEVEL 03 FRAMING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 LEVEL 03 FRAMING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' DELAY POURSTRIP PER 8 R1.S5.61 4'-0" 32 1 K 42 8 K 53 6 K 53 6 K 58 9 K 53 6 K 53 6 K 48 2 K 26 8 K 29 K/FT28 K/FT 28 K/FT 28 K/FT 53 6 K 53 6 K 58 9 K 58 9 K 58 9 K 48 2 K 48 2 K 42 8 K 53 6 K 29 K/FT 29 K/FT 29 K/FT 28 K/FT 4" 4" 7" 2 " 7 " 2" 7" 1. 7 5 " 4" 4" 7" 1 " 7 " 1" 7" 1" 4" 4" 7" 1 " 4" 4 " 4 " 4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 7" 1 " 7 " 4 " 7 " 4" 4" 7" 1 " 7 " 7 " 4" 4" 7" 2 " 7 " 7 " 1" 4" 4" 1" 4" 4" 7" 1 " 7 " 1 " 7" 4" 4" 7" 2 " 7 " 1. 7 5 " 7" 4"4" 4" 4" 7" 1 " 4" 4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 4" 1.75"4" 4" 26 8 K 26 8 K 26 8 K 21 4 K 21 4 K 37 5 K 26 8 K 26 8 K 4. 5 " 4" 4. 5 " 4" 4. 5 " 4"4" 4"4" 4" 4" 16 1 K 1 6 1 K 4" 4" 1" 6" 4" 4" 4 " 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 1"1"1"2"1"1"1" 1. 7 5 " 4" 4"5.5" 6.5"6"6.5"4"2"2" 1.75"6.5"4.5"7"1.75"2"6"4" 6.5"6"2"6.5" 4" 4"6.5"4"1.5"6.5" 4"2"5.5"4" 2" 4"4.5"6.5" 28 K/FT 28 K/FT 4"5.5" 6.5"6"6" 4"2"2" 1"6.5"4.5"6.5"2"2"6"4" 6"6"2"6.5" 4" 4"6.5"4"1.5" 4"6.5" 3.5" 6.5"4" 4"6.5" 3.5"4"6.5" 28 K/FT28 K/FT 4" 6"6.5"6"6" 4"2"2"1.5" 6.5"4.5"6.5"2"2"6"4" 6"6"2"6.5" 4" 28 K/FT28 K/FT 4"6.5" 6.5"4"1.75" 1.75" 1.75"6.5"4.5"6.5"2"2"6"4" 6.5"6.5"2"6.5" 4" 4" 4" 4" 4" 4" C C C C CCCC C NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. SCALE: 1/8" = 1'-0"1 LEVEL 03 POST TENSIONING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:23:22 PM R1.S1.03.PT LEVEL 03 POST TENSIONING PLAN S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' DELAY POURSTRIP PER 8 R1.S5.61 4'-0" T12 T4 T8 SR1 SR1 T12 T4 SR1 T4 SR1 SR1 SR1 T4 SR1 SR1 SR1T4SR1 T8 SR1 SR1 SR1 SR1 T4SR1T2SR1SR1T4SR1SR1T2 SR1 T4 SR1SR1 T2 SR1 T4 T2 SR1SR1 T4 B4 T4 SR1SR1 T2 SR1 T2 SR1 SR1 T4 T4 SR1 T2 SR1SR1SR1 T4 SR1 SR1 T8 T2 T4 T4 T4 T12 X1 TY P S L A B ED G E , U O N T2 T4 T4 T2 T1 0 T1 2 T4T4T4T4 B1, TYP AT COL UON B5 B4 B4 B4 T2 T4 T4 X1 TYP SLAB EDGE, UON X1 TY P S L A B ED G E , U O N X1 TYP SLAB EDGE, UON T4 T4 T2 SR4 SR4 SR4 SR4 SR4 SR4 SR4 T4 SR4T2 T4 T4 T2 SR4 T2 T2 SR4 T4 SR4T2 T2 SR4 T4 SR4T2 T4 SR4 T4 SR4T4 SR4 T4 SR4SR4SR4 SR4 SR4 T4 T4 T4 T4T4 T7 T4 T7 T4 T4 T4 T4 T4 T4 T8 T4 T8T2 B2 B3 B3 T4 B3 B3 T4 T4 T7T7 T4 T2SR1 SR1 SR1 SR1 T1 2 B4 T12 B4 T1 2 B4 T4 SR1 SR1 T1 2 B4 T12 B4 T12 B4 S1 S1 S1 (2) #6 x 80'-0"AT MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2) #6 x 80'-0"AT MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H T2 X1 TYP SLAB EDGE, UON X1 TYP SLAB EDGE, UON TYP.UON LTS TYP.UON LT S TY P . U O N LT S TYP,UON LTS T27 B2 B2 C C C C C C C C C C C C TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 SCALE: 1/8" = 1'-0"1 LEVEL 03 REINFORCEMENT PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:23:30 PM R1.S1.03.R LEVEL 03 REINFORCING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 PROPERTY LINE PR O P E R T Y L I N E 8" PT SLAB 4 R1.S8.30 TYP 1' - 0 " G A P 8 R1.S8.30 TYP @ EXT CONC VEHICULAR BARRIER 8" PT SLAB R11' RAMP UP RAMP DOWNRAMP UP 1' - 6 " 2 ' - 4 " 1' - 8 " 2" 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 1' - 8 " 1' - 8 " 2'-0"2'-0" T/SLAB EL 36' - 0" T/SLAB EL 41' - 0" 8" RC SLAB 8" RC SLAB CB 1 CB 1 CB 1 CB1 CB 1 8 R1.S8.30 TYP @ EXT CONC VEHICULAR BARRIER 4' - 4 " 3 ' - 8 1 / 2 " 10'-7" 6'-11" 7'-10 1/2"SB CB1 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 1'-2"10"10"1'-2" MESH SCREEN SUPPORT COL PER 1 R1.S9.00 MESH SCREEN SUPPORT COL PER 9 R1.S9.01 MESH SCREEN SUPPORT COL PER 9 R1.S9.00 MESH SCREEN SUPPORT COL PER 1 R1.S9.01 C C C C C C C 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETER 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETERC C ACCU R04 290 LBS MAX C 1' - 7 " FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1HB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X6X1/4. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS. 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:23:38 PM R1.S1.04 LEVEL 04 FRAMING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 LEVEL 04 FRAMING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 8 R1.S5.61 DELAY POURSTRIP PER 4'-0" 32 1 K 42 8 K 53 6 K 53 6 K 58 9 K 53 6 K 53 6 K 48 2 K 26 2 K 29 K/FT28 K/FT 28 K/FT 28 K/FT 53 6 K 53 6 K 58 9 K 58 9 K 58 9 K 48 2 K 48 2 K 42 8 K 53 6 K 29 K/FT 29 K/FT 29 K/FT 28 K/FT 4" 4" 7" 2 " 7 " 2" 7" 1. 7 5 " 4" 4" 7" 1 " 7 " 1" 7" 1" 4" 4" 7" 1 " 4" 4 " 4 " 4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 7" 1 " 7 " 4 " 7 " 4" 4" 7" 1 " 7 " 7 " 4" 4" 7" 2 " 7 " 7 " 1" 4" 4" 1" 4" 4" 7" 1 " 7 " 1 " 7" 4" 4" 7" 2 " 7 " 1. 7 5 " 7" 4"4" 4" 4" 7" 1 " 4" 4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 4" 1.75"4" 4" 26 8 K 26 8 K 26 8 K 21 4 K 21 4 K 37 5 K 26 8 K 26 8 K 4. 5 " 4" 4. 5 " 4" 4. 5 " 4"4" 4"4" 4" 4" 16 1 K 1 6 1 K 4" 4" 1" 6" 4" 4" 4 " 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 1"1"1"2"1"1"1" 1. 7 5 " 4" 4"5.5" 6.5"6"6.5"4"2"2" 1.75"6.5"4.5"7"1.75"2"6"4" 6.5"6"2"6.5" 4" 4"6.5"4"1.5"6.5" 4"2"5.5"4" 2" 4"4.5"6.5" 28 K/FT 28 K/FT 4"5.5" 6.5"6"6" 4"2"2" 1"6.5"4.5"6.5"2"2"6"4" 6"6"2"6.5" 4" 4"6.5"4"1.5" 4"6.5" 3.5" 6.5"4" 4"6.5" 3.5"4"6.5" 28 K/FT28 K/FT 4" 6"6.5"6"6" 4"2"2" 1"6.5"4.5"6.5"2"2"6"4" 6"6"2"6.5" 4" 28 K/FT28 K/FT 4"6.5" 6.5"4"1.75" 1.75" 1.75"6.5"4.5"6.5"2"2"6"4" 6.5"6.5"2"6.5" 4" 4" 4" 4" 4" 4" C C C C CCC C C NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. SCALE: 1/8" = 1'-0"1 LEVEL 04 POST TENSIONING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:23:46 PM R1.S1.04.PT LEVEL 04 POST TENSIONING PLAN S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' DELAY POURSTRIP PER 8 R1.S5.61 4'-0" T12 T4 T8 SR1 SR1 T12 T4 SR1 T4 SR1 SR1 SR1 T4 SR1 SR1 SR1T4SR1 T8 SR1 SR1 SR1 SR1T4SR1 T2 SR1SR1 T4 SR1SR1 T2 SR1 T4 SR1SR1 T2 SR1 T4 T2 SR1SR1 T4 T4 SR1SR1 T2 SR1 T2 SR1 SR1 T4 T4 SR1 T2 SR1SR1SR1 T4 SR1 SR1 T8 T2 T4 T4 T4 T12 X1 TY P S L A B ED G E , U O N T2 T4 T4 T2 T1 0 T4 T4T4T4 B1, TYP AT COL UON B4 B4 B4 T2 T4 T4 X1 TYP SLAB EDGE, UON X1 TY P S L A B ED G E , U O N X1 TYP SLAB EDGE, UON T4 T4 T2 SR4SR4 SR4 SR4 SR4 SR4 SR4 T4 SR4T2 T4 T4 T2 SR4 T2 T2 SR4 T4 SR4T2 T2 SR4 T4 SR4T2 T4 SR4 T4 SR4T4 SR4 T4 SR4SR4SR4 SR4 SR4 T4 T4 T4 T4T4 T7 T4 T7 T4 T4 T4 T4 T4 T4 T8 T4 T8 T2 B2 B3 T4 B3 B3 T4 T4 T7T7 B3 B3 B3 B3 T4 T2SR1 SR1 SR1 SR1 T1 2 B4 T12 B4 T1 2 B4 T4 SR1 SR1 T2 T1 2 B4 T1 2 B4 T12 B4 S1 S1 S1 S1 S1 T12 B4 (2) #6 x 80'-0"AT MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2) #6 x 80'-0"AT MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H TYP,UON LT S TY P , U O N LT S TYP,UON LTS X1 TYP SLAB EDGE, UON X1 TYP SLAB EDGE, UON B2 B2 T27 C C C C C C C C C C C C C TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 SCALE: 1/8" = 1'-0"1 LEVEL 04 REINFORCEMENT PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:23:55 PM R1.S1.04.R LEVEL 04 REINFORCING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 8" PT SLAB 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 PROPERTY LINE PR O P E R T Y L I N E 4 R1.S8.30 TYP 1 R1.S8.02 1' - 0 " G A P 8 R1.S8.30 TYP AT CONC VEHICULAR BARRIER TYP @ EXT CONC VEHICULAR BARRIER 12 R1.S8.48 , TYP AT PERIMETER R11' RAMP UP RAMP DOWNRAMP UP 1' - 6 " 2 ' - 4 " 1' - 8 " 2" 1' - 8 " 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 1' - 8 " 1' - 8 " 2'-0"2'-0" T/SLAB EL 46' - 0" T/SLAB EL 51' - 0" 8" PT SLAB 8" RC SLAB 8" RC SLAB CB 1 CB 1 CB 1 CB1 CB 1 8 R1.S8.30 4' - 4 " 3 ' - 8 1 / 2 " 10'-7" 6'-11" 7'-10 1/2" 9'-4 1/2"SB CB1 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 1'-2" 10"10" 1'-2" MESH SCREEN SUPPORT COL PER 1 R1.S9.00 MESH SCREEN SUPPORT COL PER 9 R1.S9.01 MESH SCREEN SUPPORT COL PER 9 R1.S9.00 MESH SCREEN SUPPORT COL PER 1 R1.S9.01 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETER 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETER C C C C C C C C ACCU R07A 735 LBS MAX ACCU R07A 735 LBS MAX ACCU R07A 735 LBS MAX ACCU R06 735 LBS MAX C 1' - 7 " FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1RB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/2. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" SCALE: 1/8" = 1'-0"1 LEVEL 05 FRAMING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:24:02 PM R1.S1.05 LEVEL 05 FRAMING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 8 R1.S5.61 4'-0" DELAY POURSTRIP PER 32 1 K 42 8 K 53 6 K 53 6 K 58 9 K 53 6 K 53 6 K 48 2 K 26 8 K 29 K/FT28 K/FT 28 K/FT 28 K/FT 53 6 K 53 6 K 58 9 K 58 9 K 58 9 K 48 2 K 48 2 K 42 8 K 53 6 K 29 K/FT 29 K/FT 29 K/FT 28 K/FT 4" 4" 7" 2 " 7 " 2" 7" 1. 7 5 " 4" 4" 7" 1 " 7 " 1" 7" 1" 4" 4" 7" 1 " 4" 4 " 4 " 4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 7" 1 " 7 " 4 " 7 " 4" 4" 7" 1 " 7 " 7 " 4" 4" 7" 2 " 7 " 7 " 1" 4" 4" 1" 4" 4" 7" 1 " 7 " 1 " 7" 4" 4" 7" 2 " 7 " 1. 7 5 " 7" 4"4" 4" 4" 7" 1 " 4" 4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 4" 1.75"4" 4" 26 8 K 26 8 K 26 8 K 21 4 K 21 4 K 37 5 K 26 8 K 26 8 K 4. 5 " 4" 4. 5 " 4" 4. 5 " 4"4" 4"4" 4" 4" 16 1 K 1 6 1 K 4" 4" 1" 6" 4" 4" 4 " 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 4" 7" 4" 1"1"1"2"1"1"1" 1. 7 5 " 4" 4"5.5" 6.5"6"6.5"4"2"2" 1.75"6.5"4.5"7"1.75"2"6"4" 6.5"6"2"6.5" 4" 4"6.5"4"1.5"6.5" 4"2"5.5"4" 2" 4"4.5"6.5" 28 K/FT 28 K/FT 4"5.5" 6.5"6"6" 4"2"2" 1"6.5"4.5"6.5"2"2"6"4" 6"6"2"6.5" 4" 4"6.5"4"1.5" 4"6.5" 3.5" 6.5"4" 4"6.5" 3.5"4"6.5" 28 K/FT28 K/FT 4" 6"6.5"6"6" 4"2"2"1.5" 6.5"4.5"6.5"2"2"6"4" 6"6"2"6.5" 4" 28 K/FT28 K/FT 4"6.5" 6.5"4"1" 1.75" 1.75"6.5"4.5"6.5"2"2"6"4" 6.5"6.5"2"6.5" 4" 4" 4" 4" 4" 4" C C CC C C C C C NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. SCALE: 1/8" = 1'-0"1 LEVEL 05 POST TENSIONING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:24:11 PM R1.S1.05.PT LEVEL 05 POST TENSIONING PLAN S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 8 R1.S5.61 DELAY POURSTRIP PER T12 T4 T8 SR1 SR1 T12 T4 SR1 T4 SR1 SR1 SR1 T4 SR1 SR1 SR1T4SR1 T8 SR1 SR1 SR1 SR1 T4SR1T2SR1SR1T4SR1SR1T2 SR1 T4 SR1SR1 T2 SR1 T4 T2 SR1SR1 T4 B4 T4 SR1SR1 T2 SR1 T2 SR1 SR1 T4 T4 SR1 T2 SR1SR1SR1 T4 SR1 SR1 T8 T2 T4 T4 T4 T12 X1 TY P S L A B ED G E , U O N T2 T4 T4 T2 T1 0 T1 2 T4T4T4T4 B1, TYP AT COL UON B5 B4 B4 B4 T2 T4 T4 X1 TYP SLAB EDGE, UON X1 TY P S L A B ED G E , U O N X1 TYP SLAB EDGE, UON T4 T4 T2 SR4 SR4 SR4 SR4 SR4 SR4 SR4 T4 SR4T2 T4 T4 T2 SR4 T2 T2 SR4 T4 SR4T2 T2 SR4 T4 SR4T2 T4 SR4 T4 SR4T4 SR4 T4 SR4SR4SR4 SR4 SR4 T4 T4 T4 T4T4 T7 T4 T7 T4 T4 T4 T4 T4 T4 T8 T4 T8T2 B2 B3 B3 T4 B3 B3 T4 T4 T7T7 T4 T2SR1 SR1 SR1 SR1 T1 2 B4 T12 B4 T1 2 B4 T4 SR1 SR1 T1 2 B4 T12 B4 T12 B4 T2 (2) #6 x 80'-0"AT MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2) #6 x 80'-0"AT MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2)-#6 x 30'-0" MID-DEPTH (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H (2 ) - # 6 x 3 0 ' - 0 " M I D - D E P T H X1 TYP SLAB EDGE, UON X1 TYP SLAB EDGE, UON TYP,UON LT S TY P , U O N LT S TYP,UON LTS T27 B2 B2 C C C C C C C C C C C C TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 SCALE: 1/8" = 1'-0"1 LEVEL 05 REINFORCEMENT PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:24:20 PM R1.S1.05.R LEVEL 05 REINFORCING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 8" PT SLAB 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 PROPERTY LINE PR O P E R T Y L I N E 4 R1.S8.30 TYP 1 R1.S8.02 1' - 0 " G A P 8 R1.S8.30 TYP AT CONC VEHICULAR BARRIER R11' 1' - 6 " 2 ' - 4 " 1' - 8 " 2 " 1' - 8 " 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 1' - 8 " 1' - 8 " 2'-0"2'-0" T/SLAB EL 51' - 0" T/SLAB EL 56' - 0" 8" PT SLAB 8" RC SLAB 8" RC SLAB CB 1 CB 1 RAMP DOWN RAMP DOWNRAMP UP CB 1 CB 1 CB1 12 R1.S8.31 6 R1.S8.31 SEE R1.S1.05 6R B 1 6 R B 1 4" TOPPING SLAB OVER STRUCTURAL FOAM 4' - 4 " 3 ' - 8 1 / 2 " 10'-7" 6'-11" 7'-10 1/2" 9'-4 1/2" 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 1'-2" 10" 10" 1'-2" MESH SCREEN SUPPORT COL PER 1 R1.S9.00 MESH SCREEN SUPPORT COL PER 1 R1.S9.01 7 R1.S8.30 TYP AT CMU WALLS AT PERIMETER C C C ACCU R08A 725 LBS MAX ACCU R08B 725 LBS MAX C 7 R1.S8.30 C FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1RB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/2. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" SCALE: 1/8" = 1'-0"1 LEVEL 06 FRAMING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:24:28 PM R1.S1.06 LEVEL 06 FRAMING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' DELAY POURSTRIP PER 8 R1.S5.61 4'-0" SEE R1.S1.05 53 6 K 53 6 K 48 2 K 29 5 K 28 K/FT 28 K/FT 58 9 K 48 2 K 21 4 K 53 6 K 29 K/FT 28 K/FT 4" 4" 7" 1 " 7 " 4" 4" 7" 2 " 7 " 1" 4" 4" 1" 4" 4" 7" 1 " 7 " 1 " 7" 4" 4" 7" 1. 7 5 " 7" 1. 7 5 " 7" 4" 4" 7" 1 " 4" 4" 4" 7" 1 " 4" 4" 4" 4" 4" 4" 21 4 K 21 4 K F= 3 7 5 K 4" 4. 5 " 4" 4. 5 " 16 1 K 4" 4" 7" 4. 5 " 4" 7" 4" 4" 7" 4" 4" 7" 4" 1. 7 5 " 1"1" 1. 7 5 " 4.5"7"1.75"2"6"4" 6.5"6"2"6.5" 4" 2" 4"4.5"6.5" 4.5"6.5"2"2"6"4" 6"6"2"6.5" 4" 4"6.5" 3.5" 6.5"4" 28 K/FT4.5"6.5"2"2" 6"4" 4" 28 K/FT4.5"6.5"2"2" 6.5"4" 4" 4" 4" 4" 4" 4" C C C C C CCC NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. SCALE: 1/8" = 1'-0"1 LEVEL 06 POST TENSIONING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:24:36 PM R1.S1.06.PT LEVEL 06 POST TENSIONING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 4'-0" T4 SR1 SR1 SR1T4SR1 T8 SR1 SR1 SR1 SR1 T4SR1 T2 SR1SR1 T4 SR1 T2 SR1 T10 SR1 T4 T4 SR1 T2 SR1SR1SR1 T4 T4 T4 X1 TY P S L A B ED G E , U O N T2 T2 T4 T4 X1 TYP SLAB EDGE, UON T4 T4 B4 SR4 SR4T2SR4 T4 SR4T2 SR4 SR4 T4 T4 T4 T4 T8 T4 B3 T4 T4 T7 SEE R1.S1.05 T10 RAMP DOWN T4 T2SR1SR1 T1 0 B4 T10 B4 T1 0 B4 S1 S1 S1 (2) #6 x 100'-0"AT MID-DEPTH (2) #6 x 220'-0"AT MID-DEPTH (4)#6 x 30'-0" MID DEPTH (2)-#6 x 30'-0" MID-DEPTH (3 ) # 8 x 3 0 ' - 0 " M I D D E P T H ( G R 8 0 ) (4 ) # 6 x 3 0 ' - 0 " M I D D E P T H (4 ) # 6 x 3 0 ' - 0 " M I D D E P T H (2) #6 CONT MID-DEPTH (2 ) # 6 x 1 0 0 ' - 0 " A T M I D - D E P T H (8 ) # 6 x 3 0 ' - 0 " X1 TYP SLAB EDGE, UON X1 TYP SLAB EDGE, UON TY P , U O N LT S 5' - 0 " TYP,UON LTS #5X7'-6" @ 12"OC BOTT 8' - 0 " (2)-#6 CONT MID-DEPTH B2 B2 C C TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 SCALE: 1/8" = 1'-0"1 LEVEL 06 REINFORCEMENT PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:24:44 PM R1.S1.06.R LEVEL 06 REINFORCING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 1 R1.S8.02 R11' 1' - 6 " 2 ' - 4 " 1' - 8 " 2" 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 1' - 8 " 2'-0"2'-0" 16" PT SLAB T/SLAB EL 61' - 0" 12" PT SLAB T/SLAB EL 60' - 0"12" 12 " 12" 5'-0" CB CB CB CB CB 8" RC SLAB CB 1 CB 1 T/SLAB EL 61' - 0" 10" PT SLAB SEE R1.S1.06 SEE R1.S1.06 SEE R1.S1.06 SEE R1.S1.06 CB1 12 R1.S8.31 6 R1.S8.31 2 R1.S8.40 10 R1.S8.41 9 R1.S8.40 3 R1.S8.40 7 R1.S8.40 4" TOPPING SLAB OVER STRUCTURAL FOAM FILL 6 R1.S8.40 9 R1.S8.41 4' - 4 " 3 ' - 8 1 / 2 " 10'-7" 6'-11" 7'-10 1/2" 9'-4 1/2"SB POOL OVER STRUCTURAL FOAM FILL JACUZZI OVER STRUCTURAL FOAM FILL TYP 1'-0" 16 ' - 0 " 3 ' - 0 " 19'-6" 1'-4"7'-0"4"20'-6" 6R B 1 6 R B 1 2" CB1 CB 1 CB 1 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 1'-2" 10" 10" 1'-2" CMU WALL PER SCHED. SEE ARCH FOR LOC. CMU WALL PER SCHED. SEE ARCH FOR LOC. MESH SCREEN SUPPORT COL PER 1 R1.S9.00 MESH SCREEN SUPPORT COL PER 9 R1.S9.01 MESH SCREEN SUPPORT COL PER 9 R1.S9.00 MESH SCREEN SUPPORT COL PER 1 R1.S9.01 PA R A P E T , T Y P 8" T H K CMU WALL PER SCHED, SEE ARCH FOR LOC CMU WALL PER SCHED, SEE ARCH FOR LOC TYP 1'-0" C C C C C C C C CC 12 R1.S9.02 TYP @ 3 LOC C 1' - 7 " FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1RB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/2. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:24:53 PM R1.S1.06A LEVEL 06+ FRAMING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 LEVEL 06+ FRAMING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' SEE R1.S1.06.PT SEE R1.S1.06.PT SEE R1.S1.06.PT SEE R1.S1.06.PT 56 2 K 42 8 K 69 6 K 37 5 K 28.1 K/FT 10 7 0 K 77 6 K 13 4 0 K 11 8 0 K 80 3 K 21 4 K 28.1 K/FT 6" 4" 11 " 1 . 7 5 " 1 1 " 1. 7 5 " 11 " 1. 7 5 " 19 " 19 " 22 " 1 5 " 2 2 " 15 " 19 " 1" 5" 5" 9" 1 " 5" 5 " 19 " 6" 5" 5" 9" 1 " 15 " 15 " 15 " 5"5" 15 " 42 8 K 10 " 10 " 8" 8" 10 " 8" 8" 1" 11 " 6" 6" 6 " 6" 11 " 6" 16 " 23 " 15 " 8" 15 " 9" 8" 15 " 9" 8" 15 " 9" 8" 14 " 9" 1"1"1"4" 16 " 19" 5"1" 19"8.5"5"1.75"1.75" 6"13"16" 1.75" 12.1 K/FT 12.1 K/FT 36.2 K/FT 6" 10.5" 11"2.5"2" 60" 5"13"8" 30.8 K/FT 69 6 K 16" 6" 6" 28.1 K/FT 6" 10" 6"6" 1"1.75"1.75" 1.75"1.75"1.75"14.5" 14.5"13" 13" 13.5" 13.5" 13" 60"16" 36.2 K/FT 6" 10" 9" 11" 11"2.5"1"9" 26 8 K 26 8 K 6" 1" 6" 11 " 8" 9" 23 " 15" 1.75" 14.5" 1.75" 1.75"13"13.5"60" 15" 1" 14.5" 1.75" 1.75"13"13.5"60" CC NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:25:01 PM R1.S1.06A.PT LEVEL 06+ POST TENSIONING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 LEVEL 06+ POST TENSIONING PLAN A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' SEE R1.S1.06.R SEE R1.S1.06.R SEE R1.S1.06.R SEE R1.S1.06.R T12 T10 T10 T1 9 B1, TYP AT COL UON B4 B4 B4 X1 TY P S L A B ED G E , U O N X1 TYP SLAB EDGE, UON T1 2 B4 T2 T5 T2 T6 T6 T6 T6 T 1 6 T19 T1 9 T16 T1 9 T6 T6 SR5SR6 SR6 SR6 SR5 SR5 SR5 SR5 SR6 T10 T10 T5 T5 T7 T7 T15 T15 SR7 SR8 SR7 SR7 T1 0 T1 0 T4 T2 T2 T4 T2 T2 T2 T2 T4 T4 SR7 SR9 SR9 SR9SR9 SR10 SR10 SR10 T2 T4 T2 T2T2T2SR9 SR9 T4 T9T9 SR11 SR11 SR11 B6 T10 T2 T10 T2 T1 T9 T1 5' - 6 " 6 ' - 3 " 6 ' - 6 " B8 #5@12" T&B EW B6 B4 B4 T1 2 S1 S1 (2) #8 x 30'-0"AT MID-DEPTH (GR 80) (2) #8 x 40'-0"AT MID-DEPTH (GR 80) (3 ) # 8 x 4 0 ' - 0 " G R . 8 0 M I D D E P T H (3 ) # 8 x 3 0 ' - 0 " G R . 8 0 M I D D E P T H (2 ) # 8 x 3 0 ' - 0 " G R . 8 0 M I D D E P T H (4)-#10X40'-0" MID-DEPTH (GR80) (4)-#10X60'-0" MID-DEPTH (GR80) (4 ) # 8 X 3 0 ' - 0 " A T M I D - DE P T H 10 ' - 0 " (4 ) # 6 X 3 0 ' - 0 " A T M I D - D E P T H 10 ' - 0 " TYP,UON LT S 12'-0" 12'-0" B1 B9 C C C C CB2 TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:25:09 PM R1.S1.06A.R LEVEL 06+ REINFORCING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 LEVEL 06+ REINFORCING PLAN A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 8" PT SLAB 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 PROPERTY LINE PR O P E R T Y L I N E 1 R1.S8.02 12 " R11' 12 " T/SLAB EL 72' - 6" CB CB CB CB CB CB CB CB CBCBCBCBCBCB CB CB 8" RC SLAB 8" RC SLAB CB 1 CB 1 CB 1 1" CB CB CB 1' - 6 " 2 ' - 4 " 1' - 8 " 2" 2'-0" 10" 1'-2"1'-2" 10" 2'-0" 1' - 6 " 2 ' - 4 " 1' - 8 " 2'-0"2'-0" 8 R1.S8.47 2 R1.S8.45 7 R1.S8.45 11 R1.S8.45 DN 16" RC SLAB T/SLAB EL 71' - 6" 1 " CB 1 1" CB1 7R B 1 7 R B 1 1 R1.S8.47 10 R1.S8.41 10" RC SLAB 12 " T/SLAB EL 72' - 6" 10" RC SLAB 7" PT SLAB,TYP 7" PT SLAB,TYP 10" PT SLAB T/SLAB EL 71' - 6" T/SLAB EL 71' - 6" 4 R1.S8.47 TYP 9 R1.S8.41 T/SLAB EL 72' - 6" 4' - 4 " 3 ' - 8 1 / 2 " 10'-7" 6'-11" 7'-10 1/2" 9'-4 1/2" 7RB2 10" RC SLAB 7RB2 POOL JACUZZI 10" RC SLAB SB POOL JACUZZI CB1 12"1" 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 1'-2" 10"10"1'-2" 10" PT SLAB 7RB2 MESH SCREEN SUPPORT COL PER 1 R1.S9.00 MESH SCREEN SUPPORT COL PER 1 R1.S9.01 PARAPET, TYP 8" T H K CB, SEE 9 R1.S9.00 C 6 R1.S9.02 SIM C C C C C 6 R1.S9.02 SIM 2' - 0 " 8" C C FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1HB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X6X1/4. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS. 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" SCALE: 1/8" = 1'-0"1 LEVEL 07 FRAMING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:25:18 PM R1.S1.07 LEVEL 07 FRAMING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 8 R1.S5.61 R11' 40 2 K 53 6 K 48 2 K 75 0 K 75 0 K 42 8 K 48 2 K 48 2 K 61 6 K 37 5 K 24.1 K/FT 24.1 K/FT 36.2 K/FT 32.2 K/FT 28.1 K/FT 22.8 K/FT 36.2 K/FT 30.8 K/FT 22.8 K/FT 30.8 K/FT 24.1 K/FT 33.5 K/FT 33.5 K/FT 24.1 K/FT 3.5" 3.5"1.75" 1.75" 1.75" 6" 4"6.5" 6.5"4"1.75" 1.75" 1.75" 7" 1.75"3.5" 5.5"4"5.5"1.75"5.5" 5"9"5" 1" 4"4"1.75"1.75"5.5" 3.5"5.5"6.5" 4"6.5" 6.5"4"1" 1" 7" 5"6.5"1.75"1.75"6.5"4" 7"6.5"1.75"7" 4" 5" 3.5" 21.8"25.5"3.5"25.5" 5.5" 5.5" 1.75" 5" 1" 9" 1.75" 5" 4" 7" 1" 5" 4" 5.5" 1" 5" 5" 3.5"5"5"5.5"1.75" 1"6.5" 6.5" 5" 5" 3.5" 26.5" DELAY POURSTRIP PER 3. 5 " 5" 5 " 7" 6 . 5 " 6 . 5 " 3. 5 " 3. 5 " 6 . 5 " 7 " 6" 4" 32 1 K 3. 5 " 6 . 5 " 5" 7" 4" 4" 3. 5 " 6 . 5 " 5" 6. 5 " 1. 5 " 7. 5 " 7 . 5 " 1 7 " 3. 5 " 6. 5 " 5" 6. 5 " 1 . 5 " 7 . 5 " 7. 5 " 17 " 3. 5 " 6 . 5 " 5 " 7 " 1 " 9 " 7 " 1 7 " 3. 5 " 3. 5 " 6 . 5 " 3. 5 " 5 " 4. 5 " 6. 5 " 1 " 7 " 1 " 24 " 3. 5 " 5 " 4" 7" 1. 7 5 " 7 " 1 . 7 5 " 24 " 4"4" 3. 5 " 6. 5 " 5" 7" 1" 4" 1 8 7 K 3. 5 " 4. 5 " 7" 1 " 6" 2" 21 4 K 4"4" 3.5" 1.75" 6" 5"1" 4" 26 8 K 24" 1. 7 5 " 1 . 7 5 " 20" 17 " 4" 6" 6. 5 " 4" 5" 5" 6" 9" 6" 2" 4" 9" 17 " 8" 3" 7" 5" 5" 24 " 1"1" 11'-5" 13 4 K C C C C C C C NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. SCALE: 1/8" = 1'-0"1 LEVEL 07 POST TENSIONING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:25:26 PM R1.S1.07.PT LEVEL 07 POST TENSIONING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C C C C C C C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 8 R1.S5.61 4'-0" DELAY POURSTRIP PER T12 T2 T8 SR3 T12 T26 SR7 T7 SR4 T2 SR3 T8 T2 SR3 T1 SR4 SR4 SR4 T1 T2 B5 SR4 T6SR4SR4 T4T2 SR4SR4 T2 SR4 T2 SR4 T2 SR4 T2 T5 SR7SR7 T26 B4 T2 SR3 T2 SR3 T2 SR3 T6 SR3 T4 T4 SR3 T2 SR3SR3 T4 SR3 T4 SR3 T8 T2 T5 T4 X1 TY P S L A B ED G E , U O N T8 T1 0 T7 T1 2 T4T4T4 B1, TYP AT COL UON B4 B4 T1 1 T1 0 T4 T4 T10 X1 TYP SLAB EDGE, UON T1 T4 T4 T1 2 B4 T12 B4 T5 SR7 (6)#5x30B T5 SR7 T7 X1 TY P S L A B ED G E , U O N X1 TYP SLAB EDGE, UON T1 1 T5 SR7 (2 9 ) # 6 x 2 5 ' - 0 " T (1 2 ) # 6 x 2 5 ' - 0 " T #6 x 1 5 ' - 0 " @ 6 " T (2 3 ) # 6 x 1 5 ' - 0 " T #6 x 1 5 ' - 0 " @ 6 " T (3 5 ) # 6 x 1 2 ' - 0 " T #6 x 1 2 ' - 0 " @ 4 " T (2 9 ) # 6 x 1 2 ' - 0 " T (15) #6x30'-0" T #6 x 1 5 ' - 0 " @ 6 " T (31) #6x25'-0" T #6x20'-0" @6" T (1 1 ) # 6 x 1 5 ' - 0 " T (15) #6x25'-0" T #6x25'-0"@6" T (1 1 ) # 6 x 2 5 ' - 0 " T #6 x 2 5 ' - 0 " @ 6 " T (2 3 ) # 6 x 2 5 ' - 0 " T #6 x 2 5 @ 1 2 T #6x25'-0"@6" T (21) #6x25'-0" T (9) #6x25'-0" T (31) #6x20'-0" T #6x25'-0" @6" T (2 5 ) # 6 x 2 5 ' - 0 " T (17) #6x25'-0" T 7'-0" #6x25'-0" @6" T (23) #6x25'-0" T #6 x 2 5 ' - 0 " @ 6 " T (13) #6x25'-0" T(1 1 ) # 6 x 2 5 ' - 0 " T #6 x 2 5 ' - 0 " @ 6 " T 4'-4"3'-6" COLUMN STRIP 3'-6"7'-0" COLUMN STRIP 7'-0" COLUMN STRIP 7'-0"3'-6" COLUMN STRIP 3'-6" COLUMN STRIP 3' - 6 " CO L U M N S T R I P 3' - 6 " 9' - 0 " CO L U M N S T R I P 9' - 0 " CO L U M N S T R I P #6@8"B IN EA DIRECTION (4) #6x30'-0" B (4)#5x30B #6x25'-0" @6" T SR12 SR12 SR12 SR13 SR13 SR13 SR13 SR13 S1 S1 T12 B4 S1 S1S1 SB POOL JACUZZIS3S3 S3 S3 S3 SR12 (2) #6 x 100'-0"AT MID-DEPTH (3 ) # 6 C O N T M I D - D E P T H (2 ) # 8 x 3 0 ' - 0 " M I D - D E P T H ( G R . 8 0 ) (3 ) # 8 x 3 0 ' - 0 " M I D - D E P T H ( G R . 8 0 ) (2) #6 x 220'-0"AT MID-DEPTH (2) #8 x 30'-0"AT MID-DEPTH (GR 80) (2) #8 x 20'-0"AT MID-DEPTH (GR 80) (2 ) # 8 x 4 0 ' - 0 " M I D - D E P T H ( G R . 8 0 ) (2 ) # 8 x 3 0 ' - 0 " M I D - D E P T H ( G R . 8 0 ) (2)#8 x 20'-0" MID-DEPTH (GR.80) (2)#8 x 30'-0" MID-DEPTH (GR.80) (3 ) - # 6 C O N T M I D - D E P T H (2) #6 x 60'-0"AT MID-DEPTH (2) #6 x 80'-0"AT MID-DEPTH 10 ' - 0 " 10 ' - 0 " (2 ) # 8 x 4 0 ' - 0 " M I D - D E P T H ( G R . 8 0 ) (2 ) # 8 x 3 0 ' - 0 " M I D - D E P T H ( G R . 8 0 ) (3 ) # 6 X 4 0 ' - 0 " M I D - D E P T H TYP,UON LT S (2)#6 x 30'-0" MID-DEPTH TYP,UON LTS (2)#6 x 30'-0" MID-DEPTH (3 ) # 6 X 4 0 ' - 0 " M I D - D E P T H T5 T5 T3 C C C C C C C C C C C C CC C C C C TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 SCALE: 1/8" = 1'-0"1 LEVEL 07 REINFORCEMENT PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:25:36 PM R1.S1.07.R LEVEL 07 REINFORCING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 1 R1.S4.02 1 R1.S4.01 1 R1.S4.03 1 R1.S4.00 1 R1.S4.06 1 R1.S4.05 1 R1.S4.07 1 R1.S4.04 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 PROPERTY LINE PR O P E R T Y L I N E 3 R1.S8.50 TYP 8" PT SLAB R11' 1' - 8 " 2" 1'-8" 6" 1'-2"1'-2" 6" 1'-8" 1' - 8 " 1'-8"1'-8" 1"1"1" 1" 1"1" 8" RC SLAB 8" RC SLAB CB 1 CB 1 CB 1 CB 1 CB1 LEVEL 08 (T/SLAB 84'-0") LEVEL 09 (T/SLAB 94'-6") LEVEL 10 (T/SLAB 105'-0") LEVEL 11 (T/SLAB 115'-6") LEVEL 12 (T/SLAB 126'-0") LEVEL 13 (T/SLAB 136'-6") LEVEL 14 (T/SLAB 147'-0") 7" PT SLAB,TYP 7" PT SLAB,TYP CB14' - 4 " 3 ' - 8 1 / 2 " 10'-7" 6'-11" 7'-10 1/2" 9'-4 1/2"SB 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1HB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X6X1/4. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS. 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" SCALE: 1/8" = 1'-0"1 LEVEL 08-14 FRAMING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:25:44 PM R1.S1.08 LEVEL 08-14 FRAMING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 4'-0" DELAY POURSTRIP PER 8 R1.S5.61 40 2 K 3. 5 " 5 " 5" 6" 1 . 7 5 " 7 " 1 . 7 5 " 6 " 3 . 5 " 48 2 K 3. 5 " 5 " 5 " 6 " 1 " 7 " 1 . 7 5 " 6 " 3 . 5 " 48 2 K 3. 5 " 6 " 5 " 7 " 4" 4 " 4 " 3 . 5 " 48 2 K 3. 5 " 6 " 5" 7" 4" 4 " 4 " 75 0 K 3. 5 " 6 " 5" 6. 5 " 1. 5 " 6. 5 " 1 . 7 5 " 6 " 3 . 5 " 75 0 K 3. 5 " 6 " 5 " 6 . 5 " 1 . 5 " 6 . 5 " 1 . 7 5 " 6 " 3 . 5 " 48 2 K 3. 5 " 6 " 5 " 6 " 1 " 7 " 1 . 7 5 " 6 " 3 . 5 " 48 2 K 3. 5 " 48 2 K 3. 5 " 6 " 5 " 48 2 K 3. 5 " 5 " 5 " 7 " 1 " 7 " 1 . 7 5 " 6 " 3 . 5 " 42 8 K 3. 5 " 5 " 5 " 6 . 5 " 1 . 7 5 " 7 " 1 . 7 5 " 6 " 3 . 5 " 4"4" 3. 5 " 6 " 5" 6" 1" 4" 4 " 4 " 3 . 5 " 3. 5 " 5 " 7 " 1 " 4" 4" 3. 5 " 4"4" 24.1 K/FT 30.8 K/FT 3.5"5" 5"5.5" 3.5"1.75" 1.75" 1.75" 6" 3.5"5" 5"6.5" 6.5" 6.5"4"1.75" 1.75" 1.75" 7" 24.1 K/FT 1.75"6"3.5" 5.5"4" 5.5" 1.75" 5.5" 3.5"5"5.5"3.5" 24.1 K/FT 5"3.5" 5"6.5"1"1"5"4" 6.5"5.5"1.75"7" 4" 5" 3.5" 33.5 K/FT 4"7"4" 1"28.1 K/FT 6.5" 4"1.75"5"3.5"5" 24.1 K/FT 3.5" 5" 5"6"1.75" 3.5"24.1 K/FT3.5"6"1.75"3.5"24.1 K/FT 3.5"6"1.75"5.5"3.5" 4" 7"1.75" 6"4"4" 28.1 K/FT 4" 1.75"5"3.5"5"6.5" 24.1 K/FT5" 5"5.5"1.75"3.5" 24.1 K/FT 3.5" 3. 5 " 26 8 K 26 8 K 18 7 K 26 8 K 30.5 K/FT 24.1 K/FT 3.5"5"6.5" 6.5" 6.5"4"1" 1" 1" 7" 5"6.5"1.75"1.75"5"4" 6.5"5.5"1.75"7" 4" 5" 3.5"30.8 K/FT 1"1" 29.5 K/FT 7" 4"1.75"5"3.5"5" 33.5 K/FT 4" 1.75"5"3.5"5"7" 5.5" 5.5" 15 ' - 0 " 15 ' - 0 " NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. SCALE: 1/8" = 1'-0"1 LEVEL 08-14 POST TENSIONING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:25:52 PM R1.S1.08.PT LEVEL 08-14 POST TENSIONING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 4'-0" DELAY POURSTRIP PER 8 R1.S5.61 T12 T3 T8 T8 SR3 SR2 T12 T18 SR1 T8 T 8 SR2 SR2 T8 SR2 T2 SR1 T1 SR3 SR2T2SR1 T8 T2 SR1 T1 SR2 SR2 SR3 T1T2 B2SR2T2SR2SR2T4T2SR2SR2T2SR2 T3 SR2SR3 T5 SR2 T2 T2 SR1SR1 T18 T3 SR1SR2 T2 SR1 T2 SR1 T5 SR1 T4 T4 SR1 T2 SR1 SR1T4 SR1 T4 SR2 SR1 T8 T2 T3 T5 T8 T8 T12 X1 TY P S L A B ED G E , U O N T2 T5 T5 T5 T1 0 T10 T1 0 T1 0 T8 T4 T1 0 T4T4T4 B1, TYP AT COL UON B4 B4 B4 T1 0 T8 T2 T1 0 T4 T4 T1 0 T10 X1 TYP SLAB EDGE, UON X1 TY P S L A B ED G E , U O N X1 TYP SLAB EDGE, UON T1 T4 T4 T1 2 B4 T12 B4 T1 2 B4 S1 S1 S1 S1 S1 (2)#6X40'-0" MID-DEPTH TYP (2)#8X60'-0" MID-DEPTH (LEVEL 8) (3)#6 x 30'-0" MID DEPTH ( LEVEL 8-11) (2)#8 x30'-0" MID DEPTH (GR.80, LEVEL 12-14) (2 ) # 8 x 3 0 ' - 0 " M I D D E P T H ( G R . 8 0 , T Y P ) (3 ) # 8 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 , L E V E L 1 4 ) (2 ) # 8 x 3 0 ' - 0 " M I D D E P T H ( G R . 8 0 , T Y P ) (3 ) # 8 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 , L E V E L 1 4 ) (2) #6 x 220'-0"AT MID-DEPTH (2 ) # 8 x 3 0 ' - 0 " M I D D E P T H ( G R . 8 0 , L E V E L 8 - 1 0 ) (4 ) # 8 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 , L E V E L 1 1 - 1 4 ) (2) #6 X 80'-0" MID-DEPTH (LEVEL 8) (2) #6 x 60'-0"AT MID-DEPTH (LEVEL 8) (2) #6 X 80'-0" MID-DEPTH (LEVEL 8) (2)#6X40'-0" MID-DEPTH (2 ) # 6 x 6 0 ' - 0 " A T M I D - D E P T H (L E V E L 8 ) 12 ' - 0 " 12 ' - 0 " (2)#6 x 30'-0" MID-DEPTH (LEVEL 8-12) (4)#6 x 40'-0" MID-DEPTH (LEVEL 13-14) 12'-0" 10'-0" 10 ' - 0 " 10 ' - 0 " (2 ) # 8 x 3 0 ' - 0 " M I D D E P T H ( G R . 8 0 , L E V E L 8 - 1 0 ) (4 ) # 8 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 , L E V E L 1 1 - 1 4 ) 10'-0" (5)#8 x 40'-0" MID DEPTH ( GR.80, LEVEL 8-9 & LEVEL 13-14) (5)#6 x 40'-0" MID DEPTH (LEVEL 10-12) 10'-0" (5)#8 x 40'-0" MID DEPTH ( GR.80, LEVEL 8-9) (3)#6 x 40'-0" MID DEPTH ( LEVEL 8-11) (3)#8 x 40'-0" MID DEPTH (GR.80, LEVEL 12-14) 5'-0" C C C C C C C C C TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 SCALE: 1/8" = 1'-0"1 LEVEL 08-14 REINFORCEMENT PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:26:00 PM R1.S1.08.R LEVEL 08-14 REINFORCING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 DN FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1RB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/2. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 8" SLAB 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 2 R1.S4.00 2 R1.S4.01 2 R1.S4.02 2 R1.S4.03 2 R1.S4.04 2 R1.S4.05 2 R1.S4.06 2 R1.S4.07 R11' PROPERTY LINE PR O P E R T Y L I N E 4" LWT CONC TOPPING OVER FOAM FILL 12" PT SLAB T/SLAB EL 157' - 6" T/SLAB EL 157' - 6" 1' - 8 " 2 ' - 4 " 1' - 8 " 2" 1'-8" 6" 1'-2"1'-2" 6" 1'-8" 1' - 8 " 2 ' - 4 " 1' - 8 " 2" 1'-8" 6" 1'-2"1'-2" 6" 1'-8" 8" RC SLAB CB 1 CB 1 1"1" 1" 1" CB1 CB 1 CB 1 4 R1.S8.51 7" PT SLAB,TYP 7" PT SLAB,TYP CB1 8 R1.S8.51 4' - 4 " 3 ' - 8 1 / 2 " 10'-7" 6'-11" 7'-10 1/2" 9'-4 1/2"SB 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:26:07 PM R1.S1.15 LEVEL 15 FRAMING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 LEVEL 15 FRAMING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 DN NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 4'-0" DELAY POURSTRIP PER 37 5 K 48 2 K 48 2 K 48 2 K 75 0 K 75 0 K 48 2 K 48 2 K 48 2 K 88 4 K 34 8 K 24.1 K/FT 30.8 K/FT 5" 5"5.5" 5.5" 5.5"1" 6" 5" 5"6.5" 6.5" 6.5"4"7" 24.1 K/FT 4"5.5"5.5" 6"10.5"1"1"5"4" 11"5.5"1"7" 4" 6" 33.5 K/FT 4"7"4" 1"28.1 K/FT 6.5" 4"5" 5" 24.1 K/FT 24.1 K/FT 24.1 K/FT5.5"4" 7"6"4"4" 36.2 K/FT6"6"11" 29.5 K/FT 30.5 K/FT 8 R1.S5.61 5"5"6"5" 1.75"1.75"4" 5.5"1.75"7" 4" 6"30.8 K/FT 24.1 K/FT 3.5"5"6.5" 6.5" 6.5"4"1" 1" 1" 7" 5" 5"5.5" 5.5" 3.5"1.75" 1.75" 5" 5"6.5" 6.5" 6.5"4" 1.75" 1.75" 1.75" 7" 1.75"6" 3.5" 5.5" 5.5"1.75"5.5"3.5" 1"1"4" 5.5"7" 4" 4"7"4"6.5" 4"1.75"5" 5" 6"1.75"5.5"4"3.5" 4"4"1.75" 3.5"5"6.5" 6.5" 6.5"4"1" 1" 1" 7" 10.5"1.75"5"4" 11"5.5"1.75"7" 4" 6" 7" 4"1.75"5"3.5"5" 3.5" 3.5" 3. 5 " 5 " 5" 7" 1 . 7 5 " 7" 1 . 7 5 " 6 " 3 . 5 " 3. 5 " 5 " 5 " 7 " 1 " 7 " 1 . 7 5 " 6 " 3 . 5 " 3. 5 " 6 " 5 " 7 " 4" 4 " 4 " 3 . 5 " 3. 5 " 6 " 5" 7" 4" 4 " 4 " 3. 5 " 6 " 5" 6. 5 " 1. 5 " 6. 5 " 1 . 7 5 " 6 " 3 . 5 " 3. 5 " 6 " 5 " 6 . 5 " 1 . 5 " 6 . 5 " 1. 7 5 " 6" 3 . 5 " 3. 5 " 5 . 5 " 5 " 7 " 1 " 7 " 1. 7 5 " 6" 3 . 5 " 3. 5 " 3. 5 " 9 " 5 " 6" 1 1 " 1 " 1 1 " 1 . 7 5 " 6 " 6" 1 1 " 1 . 7 5 " 1 1 " 1 . 7 5 " 6 " 4"4" 3. 5 " 6 " 5 " 7 " 1" 4" 4 " 4 " 3 . 5 " 3. 5 " 1 0 " 1 " 6" 4" 4" 4"6" 3.5" 5" 5"6"1.75" 3.5" 3.5"6"1.75"3.5"3.5" 4" 1.75" 1. 7 5 " 6" 3. 5 " 26 8 K 26 8 K 18 7 K 32 1 K 1"1" 1.75"6" 6" 6"6" 3.5" 32.2 K/FT 15 ' - 0 " T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:26:15 PM R1.S1.15.PT LEVEL 15 POST TENSIONING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 LEVEL 15 POST TENSIONING PLAN A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 DN NOTES: 1. SEE SHEET H1-S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET H1-S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 4'-0" DELAY POURSTRIP PER T3 T8 T8 T2 T8 T3 T10 T4 T4 T3 T3 T2 T2 T5 T2 T4 T4 T1 0 T2 T6 T4 B1 B1 TYP AT COL UON T2 T6 T4 T4 T4 T4 T4 T1 0 T19 T19 T6 T6 T1 9 T1 9 T1 9 T19 T19 T6 T6 T6 T6 T1 0 T1 0 T8 T2 T8 T5 T8 T2 T8 T18 T8 T5 T8 T18 T1 0 SR2SR3 SR2 SR1 X1 TY P S L A B ED G E , U O N SR2 SR1 SR2 SR1 SR2 SR1 X1 TYP SLAB EDGE, UON SR2 SR1 SR2 SR1 SR2 SR1 SR6 SR5 SR6 SR5 SR6 SR6 SR1 SR1 SR1 SR2 SR1 SR2 SR5 SR6 SR6 SR6 X1 TYP SLAB EDGE, UON X1 TY P S L A B ED G E , U O N 8 R1.S5.61 SR2 SR1 SR2SR3 T12 B4 T1 2 B4 T1 2 B4 T12 B4S1S1T12 B4 S1 S1S1 B4 T12 (3)#8 x 40'-0" MID DEPTH (GR.80) (3 ) # 8 x 6 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (3 ) # 8 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (2) #6 x 220'-0"AT MID-DEPTH (3)#8 x 30'-0" MID DEPTH (GR.80) (2) #6 x 60'-0"AT MID-DEPTH (2) #6 x 60'-0"AT MID-DEPTH (2) #8 x 60'-0"AT MID-DEPTH 15 ' - 0 " 15 ' - 0 " (3 ) # 8 x 6 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (3 ) # 8 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) 12'-0" (2)#8 x 50'-0" MID DEPTH (GR.80) (2)#8 x 30'-0" MID DEPTH (GR.80) 10'-0" (4)#8 x 30'-0" MID DEPTH (GR.80) 8'-0" (3 ) # 1 0 x 6 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (3 ) # 1 0 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) 15 ' - 0 " 20 ' - 0 " (3 ) # 1 0 x 6 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (3 ) # 1 0 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) TYP, UON LTS (3)#10 x 70'-0" MID DEPTH (GR.80) (2)#10 x 50'-0" MID DEPTH (GR.80) B6 B4 B 4 2'-0" 2'-0" B2 C C C C C C C C C T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:26:23 PM R1.S1.15.R LEVEL 15 REINFORCING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 LEVEL 15 REINFORCEMENT PLAN A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 2 R1.S4.00 2 R1.S4.02 2 R1.S4.03 2 R1.S4.04 2 R1.S4.05 2 R1.S4.06 2 R1.S4.07 PROPERTY LINE PR O P E R T Y L I N E CB CB CB CB R11' 1' - 8 " 2 ' - 4 " 1' - 8 " 2" 1'-8" 6" 1'-2"1'-2" 6" 1'-8" 1' - 8 " 2 ' - 4 " 1'-8"1'-8" 1' - 8 " 2" 1'-2" 6" CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB 8" RC SLAB 8" RC SLABCB 1 CB 1 CB 1 CB 1 10" PT SLAB CB1 CB1 8" CONC PARAPET , TYP T/PARAPET EL 175' - 0" 1'-0" 4'-6 1/2" ACCU R15B 1 R1.S8.80 4' - 4 " 3 ' - 8 1 / 2 " 10'-7" 6'-8" 7'-10 1/2" 9'-4 1/2"SB RRB1 4 R1.S8.53 8 R1.S8.53 1 R1.S8.03 ELEV 01 ELEV 02 STAIR 01 STAIR 02 ELEV 03 T/SLAB EL 170' - 0" 659LBS MAX ACCU R14B 659LBS MAX ACCU R13B 659LBS MAX ACCU R12B 659LBS MAX ACCU R11B 659LBS MAX ACCU R10B 659LBS MAX ACCU R09B 659LBS MAX ACCU R15A 659LBS MAX ACCU R14A 659LBS MAX ACCU R13A 659LBS MAX ACCU R12A 659LBS MAX ACCU R11A 659LBS MAX ACCU R10A 659LBS MAX ACCU R09A 659LBS MAX ACCU ELEC 1680LBS MAX C FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1HB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X6X1/4. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS. 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" SCALE: 1/8" = 1'-0"1 LEVEL ROOF FRAMING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:26:30 PM R1.S1.16 LEVEL ROOF FRAMING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' DELAY POURSTRIP PER 16 1 K 53 6 K 53 6 K 53 6 K 80 3 K 42 8 K 58 9 K 26.8 K/FT26.8 K/FT 26.8 K/FT 80 3 K 42 8 K 26.8 K/FT 5" 9 " 2" 9" 1. 7 5 " 5" 5" 9" 1" 9" 1. 7 5 " 5" 5" 9 " 1" 5" 5 " 5" 5" 9 " 1 " 5" 5" 5" 8 . 5 " 1 . 7 5 " 8 . 5 " 5" 8 . 5 " 1. 7 5 " 8. 5 " 5" 9" 2" 9" 1" 5" 5"5" 5" 9 " 1 " 5" 5" 8. 5 " 1. 7 5 " 5" 5" 5" 5" 3" 1. 7 5 " 5" 5" 5"9"5" 1.75"8" 5"1.75"5" 26.8 K/FT 5" 8"8.5"8.5"5"1.75"1.75" 1.75" 9" 2"7"5" 9"8"3"9" 5" 9" 8" 5" 5" 5" 5" 5" 5" 5" 5" 5" 5" 5" 5" 5" 1. 7 5 " 1. 7 5 " 5" 5" 8 R1.S5.61 37 5 K 37 5 K 21 4 K 16 1 K 5"5" 5"5"5"5"5"5"5" C C NOTES: 1. PLACE BANDED POST TENSIONING TENDONS IN BOTTOM. PLACE DISTRIBUTED POST TENSIONING ON TOP OF BANDED TENDONS, UNLESS NOTED OTHERWISE. REFER TYPICAL POST TENSIONED SLAB DETAILS FOR PLACING REQUIRMENTS. 2. POST TENSIONING ANCHORS SHALL BE LOCATED AT MID-DEPTH OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. SEE TYPICAL POST TENSIONING SLAB DETAILS FOR ADDITIONAL ANCHORAGE REQUIRMENTS. 3. REFER R1-S0.08 FOR POSTENSIONED SLAB TENDON AND REINFORCEMENT LEGEND. SCALE: 1/8" = 1'-0"1 LEVEL ROOF POST TENSIONING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:26:38 PM R1.S1.16.PT LEVEL ROOF POST TENSIONING PLAN S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' DELAY POURSTRIP PER T28 T5 SR7 SR7 T18 SR7 SR7 SR7 SR7 SR7T28SR7SR7T5SR7SR7T5SR7T28SR7SR7T5SR7T5 T5 SR7SR7 T18 T28 SR7SR7 T5 SR7 T5 SR7 SR7 T7 T7 SR7 SR7SR7SR7 T7 SR7 SR7 T2 7 T2 7 T28 X1 TY P S L A B ED G E , U O N T5 T5 T5 T5 T7T7T7T7 B1, TYP AT COL UON T7 T7 X1 TYP SLAB EDGE, UON X1 TY P S L A B ED G E , U O N X1 TYP SLAB EDGE, UON T18T18 T5 T5 T5 T2 7 T2 7 T2 7 #5 @ 8" EW T&B #5@12" NS T&B T12 B4 T1 2 B4 T1 2 B4 S1 S1 T12 B4 S1 S1 S1 B4 T12 T7 (2) #8 x 80'-0"AT MID-DEPTH T7 T28 (3)#10 x 30'-0" MID DEPTH (GR.80) 20'-0"(3)#10 x 50'-0" MID DEPTH (GR.80) (3 ) # 1 0 x 6 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (3 ) # 1 0 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (2 ) # 8 x 4 0 - 0 " M I D D E P T H ( G R . 8 0 ) (2 ) # 8 x 3 0 - 0 " M I D D E P T H ( G R . 8 0 ) 15 ' - 0 " 15 ' - 0 " (3 ) # 1 0 x 6 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (3 ) # 1 0 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (2)#8 x 30'-0" MID DEPTH (GR.80) 16 ' - 0 " (3 ) # 1 0 x 6 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) (4 ) # 1 0 x 4 0 ' - 0 " M I D D E P T H ( G R . 8 0 ) TY P , U O N LT S (4)#10 x 40-0" MID DEPTH (GR.80) CC C C C C C C C C TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 T2 T3 T4 T5 T6 T7 HOOKED AT EOS HOOKED T8 T9 HOOKED AT EOS HOOKED AT EOS (7) #5 x 7'-6" (7) #5 x 12'-0" (7) #5 x 20'-0" (7) #5 x 25'-0" (9) #5 x 12'-0" (11) #5 x 12'-0" (9) #5 x 25'-0" (7) #5 x 15'-0" #5 x 7'-6" @12" HOOKED AT EOS T10 HOOKED AT EOS#5 x 12'-0" @12" T11 HOOKED AT EOS#5 x 15'-0" @12" T12 HOOKED AT EOS#5 x 12'-0" @6" T13 HOOKED AT EOS#5 x 15'-0" @8" T14 #5 x 20'-0" @6" T15 (9) #5 x 7'-6" T16 (11) #5 x 7'-6" T18 (13) #5 x 12'-0" T19 (11) #5 x 25'-0" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T20 HOOKED AT EOS#5 x 7'-5" @6" T21 #6 x 20'-0" @4" T22 #5 x 25'-0" @6" T23 #6 x 25'-0" @6" T24 #5 x 6'-0" @6" T25 #6 x 12'-0" @6" HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS HOOKED AT EOS T26 (17) #5 x 12'-0" HOOKED AT EOS HOOKED AT EOS T27 (4) #5 x 12'-0" HOOKED C C C BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 (4) #4 x 7'-6" @ 8"- ADDITIONAL REINFORCEMENT MARK REINFORCEMENT REMARK X1 #5 x 6'-0" @ 12" TOP TYPICAL AT PERIMETER (2) #5 CONT T&B #4 x 6'-0" @ 18" BOT B2 (4) #5 x 30'-0" @ 6"- B3 (4) #5 x 40'-0" @ 6"- B4 #5 x 7'-6" @ 6" HOOKED B5 #5 x 12'-0" @ 12" HOOKED B6 #5 x 30'-0" @ 12"- B7 #5 x 20'-0" @ 12"- B8 -(6) #5 x 30'-0" @ 6" B9 (8) #4 x 7'-6" @ 6"-C NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 SCALE: 1/8" = 1'-0"1 LEVEL ROOF REINFORCING PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:26:47 PM R1.S1.16.R LEVEL ROOF REINFORCING PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 1 R1.S8.04 2 R1.S8.05 1 R1.S8.01 2 R1.S4.00 2 R1.S4.01 2 R1.S4.02 2 R1.S4.03 2 R1.S4.04 2 R1.S4.05 2 R1.S4.06 2 R1.S4.07 R11' PROPERTY LINE PR O P E R T Y L I N E 12" RC SLAB T/SLAB EL 183' - 6" 12" RC SLAB T/SLAB EL 183' - 6" T/PARAPET EL 184' - 0" T/PARAPET EL 184' - 0" 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " 1 R1.S8.03 W12X53 HOIST BM BELOW, LOC PER ELEV MFR MACHINE BEAM BELOW (W12X40) PER ELEV MFR MACHINE BEAM BELOW (W10X39) PER ELEV MFR GV 5 GV 1 SPF 1 GV 3 GV 2 GV 4 HB, TYP HB, TYP 850 LBS MAX SEE FOR TYP MACHINE / HOIST BEAM CONN 11 R1.S7.04 C C SPF 2 SEE FOR TYP MACHINE BEAM CONN11 R1.S7.04 C C 7 R1.S8.52 SIM 7 R1.S8.52 SIM FLOOR FRAMING PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . 3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. 4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. 5. MARKS "1HB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. 6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. 7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. 8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X6X1/4. SEE TYPICAL STEEL DETAILS IN S7 SERIES. 9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : 10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS. 11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS C=X" R10R14R15 RH RJ R11' #6@12" OC EW TOP #6@6" OC EW BOTT #6@12" OC EW TOP #6@6" OC EW BOTT T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:26:54 PM R1.S1.17 TOP OF CORE FRAMING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 TOP OF CORE FRAMING PLAN SCALE: 1/8" = 1'-0"2 TOP OF CORE REINFORCEMENT PLAN A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C C 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " T/MAT EL -11' - 0" PROPERTY LINE MA T C H L I N E 16 ' - 1 1 1 / 2 " 7'-6" MAT 7'-6" MAT 4'-6" MAT 3'-0" MAT 3'-0" MAT 2 R1.S3.20 TYP @ MAT CHANGE IN THICKNESS 1 R1.S3.10 2 R1.S3.10 1 R1.S3.11 1 R1.S3.12 1 R1.S8.25 1 R1.S3.13 T/MAT EL -11' - 0" DN UP SLOPE, SEE ARCH T/MAT EL -13' - 0" 14 ' - 1 1 1 / 2 " 4 R1.S3.20 DN UP TRANSITION ZONE, TYP. SEE MAT FND SECTIONS AND TRANSITION ZONE, TYP. SEE MAT FND SECTIONS AND 2 R1.S3.20 2 R1.S3.20 G1 1 VOIDS FOR MEP VAULTS. LOCATION PER MEP DRWGS. REFER TO 6/R1.S3.13, TYP SP 1,2 SE 1,2 R11' 4'-4" T/PIT EL -18' - 6" 5'-6" 5'-6" T/PIT EL -16' - 6" T/MAT EL -13' - 0" CL COL 16 ' - 0 " 11 R1.S8.11 12 R1.S3.20 TYP 4 R1.S3.20 OHSIM 1 R1.S3.13 SIM 13'-6"13'-6"17'-3"17'-3" 17 ' - 0 " 1 R1.S8.03 FOUNDATION PLAN NOTES 1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. 2. SEE TYPICAL FOUNDATION DETAILS ON S3 SERIES SHEETS. 3. NOMINAL TOP OF SLAB REFERENCE PROJECT DATUM PLUS XXX'-X" EQUALS THE DATUM ELEVATION OF XXX'-X" PER ARCHITECTURAL SHEET AX.XX. NOMINAL TOP OF RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'X". 4. ELEVATIONS OF TOP OF FOOTINGS/MAT FOUNDATIONS ARE SHOWN THUS -X'-X". 5. EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINE REQUIRED BY THE SIZE AND SHAPE OF THE STRUCTURE. NO MATERIAL IS TO BE EXCAVATED UNNECESSARILY. 6. ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 7. VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE EXCAVATIONS. NOTIFY ARCHITECT PRIOR TO EXCAVATION IN THE EVENT SUCH UTILITIES ARE ENCOUNTERED 8. CONTRACTOR SHALL COORDINATE ALL UTILITY PENETRATIONS THROUGH FOOTINGS, CONCRETE WALLS, AND SLABS WITH DETAILS IN S4 SERIES. 9. FOR DRAINAGE DETAILS, SUMPS, PITS, DAMP PROOFING, TRENCHES, CURBS, EXTERIOR WALKS, UTILITIES, EQUIPMENT DETAILS, STEPS, ETC., SEE DRAWINGS OTHER THAN STRUCTURAL. 10. SLAB CONSTRUCTION AND CONTROL JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PLACING ANY CONCRETE. 11. CURBS AND DEPRESSIONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCH DWGS FOR LOCATIONS, HEIGHT, AND THICKNESS. 12. SEE ARCH DWGS FOR EDGE OF SLAB LOCATIONS. 13. SEE SHEET S5.01 FOR COLUMN SCHEDULE. 14. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/4. SEE TYPICAL STEEL DETAILS IN S7 SERIES. NOTE: ADDITIONAL BORINGS SHALL BE DRILLED AT THE SITE AFTER DEMO OF (E) STRUCUTRE IS COMPLETE AND FINAL GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE SER. PRIOR TO COMMENCEMENT OF FOUNDATION WORK, CONTRACTOR MUST OBTAIN A LETTER FROM SER DENOTING THAT DESIGNED FOUNDATION IS ADEQUATE BASED ON RESULTS OF ADDITIONAL BORINGS AND FINAL GEOTECHNICAL REPORT AND THAT NO REVISIONS ARE REQUIRED SCALE: 1/8" = 1'-0"1 LEVEL P01 FOUNDATION PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:27:02 PM R1.S3.00 FOUNDATION PLAN S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" PROPERTY LINE MA T C H L I N E 2 - LAYERS #11@6" CONT. BOTTOM BARS EA WAY THROUGHOUT 7'-6" MAT,UON #10@12" CONT. BOTTOM BARS EA WAY THROUGHOUT 4'-6" MAT, UON #9@12" CONT. BOTTOM BARS EA WAY THROUGHOUT 3'-0" MAT, UON 2 - LAYERS #11@6" CONT BOTTOM BARS EA WAY THROUGHT 7'-6" MAT,UON R11' 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " B2 B 2 B2 B2 B2 B2 B2 B 2 B4 B4 B7B7 5'-0"5'-0" B6 3' - 0 " 7 ' - 0 " B4 B4 B7 B7 B6 3' - 0 " 7 ' - 0 " 5'-0" 5' - 0 " 5'-0" B2 B2 B2 3' - 6 " B2 3' - 6 " B5 NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 BOTTOM REINFORCEMENT MARK REINFORCEMENT REMARK B1 #7 x 15'-0" @ 12"- B2 B3 B4 B5 B6 B7 B9 #7 x 20'-0" @ 6" #9 x 45'-0" @ 12" #9 x 40'-0" @ 8" #7 x 30'-0" @ 12" #11 x 30'-0" @ 6" #11 x 30'-0" @ 12" #11 x 30'-0" @ 12" - - STAGGER 4'-0" B10 #7 x 30'-0" @ 6"- B11 #9 x 20'-0" @ 6"- STAGGER 4'-0" STAGGER 4'-0" STAGGER 4'-0" STAGGER 4'-0" NOTE: ADDITIONAL BORINGS SHALL BE DRILLED AT THE SITE AFTER DEMO OF (E) STRUCUTRE IS COMPLETE AND FINAL GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE SER. PRIOR TO COMMENCEMENT OF FOUNDATION WORK, CONTRACTOR MUST OBTAIN A LETTER FROM SER DENOTING THAT DESIGNED FOUNDATION IS ADEQUATE BASED ON RESULTS OF ADDITIONAL BORINGS AND FINAL GEOTECHNICAL REPORT AND THAT NO REVISIONS ARE REQUIRED T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:27:09 PM R1.S3.00.BR FOUNDATION MAT BOTTOM REINFORCING PLAN S21043.00 1/8" = 1'-0" FOUNDATION MAT BOTTOM REINFORCING PLAN1 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" 15 ' - 4 " 3 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 3 ' - 0 " PROPERTY LINE MA T C H L I N E 3'-6" 3'-6" 3' - 6 " 3 ' - 6 " R11' 3'-6" 3'-6" 3' - 6 " 3 ' - 6 " 3'-6" 3'-6" 3' - 6 " 3 ' - 6 " 3'-6" 3'-6" 3' - 6 " 3 ' - 6 " 3'-6" 3'-6" 3' - 6 " 3 ' - 6 " 3'-6" 3'-6" 3' - 6 " 3 ' - 6 " 3'-6" 3'-6" 3' - 4 " 4 ' - 8 " 3'-6" 3'-6" 3' - 4 " 4 ' - 8 " 3'-6" 3'-6" 4' - 0 " 4 ' - 0 " 3'-6" 3'-6" 4' - 0 " 4 ' - 0 " 3'-6" 3'-6" 4' - 0 " 4 ' - 0 " 3'-6" 3'-6" 4' - 0 " 4 ' - 0 " 3'-6" 3'-6" 3' - 6 " 3 ' - 6 " 3'-6" 3'-6" 3' - 6 " 3 ' - 6 " 6' - 0 " 6' - 0 " NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 REINFORCEMENT KEY GRADE 60 #7 @ 18" OC EW #7 @ 12" OC EW #5 @ 18" OC EW NO SHEAR REINFORCEMENT NOTE: ADDITIONAL BORINGS SHALL BE DRILLED AT THE SITE AFTER DEMO OF (E) STRUCUTRE IS COMPLETE AND FINAL GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE SER. PRIOR TO COMMENCEMENT OF FOUNDATION WORK, CONTRACTOR MUST OBTAIN A LETTER FROM SER DENOTING THAT DESIGNED FOUNDATION IS ADEQUATE BASED ON RESULTS OF ADDITIONAL BORINGS AND FINAL GEOTECHNICAL REPORT AND THAT NO REVISIONS ARE REQUIRED T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:27:15 PM R1.S3.00.S FOUNDATION MAT SHEAR REINFORCING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 FOUNDATION MAT SHEAR REINFORCING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" PROPERTY LINE MA T C H L I N E R11' #10@12" CONT TOP BARS EA WAY THROUGHOUT 4'-6" MAT,UON #9@12" CONT. TOP BARS EA WAY THROUGHOUT 3'-0" MAT,UON #11@6" CONT TOP BARS BARS EA WAY THROUGHT 7'-6" MAT, UON #11@6" CONT TOP BARS EA WAY THROUGHOUT 7'-6" MAT,UON T5 T5 T5 T5 5'-0" T2 T2 7' - 0 " 3 ' - 0 " T7 T2 T2 T5 T2 T2 5'-0" 5' - 0 " T4 T7 T2 T8 T2 T8 7' - 0 " 3 ' - 0 " T7 T2 T5 T2 T2 T2 T2 5' - 0 " T7 9' - 0 " T2 T4 T2T4 T5 6'-0" 5' - 0 " T5 SEE SECTION FOR REINF AT ELEV PIT SEE SECTION FOR REINF AT ELEV PIT TOP REINFORCEMENT MARK REINFORCEMENT REMARK T1 #9 x 45'-0" @ 6"- T2 T4 #9 x 30'-0" @ 6" #9 x 15'-0" @ 6"- T5 #7 x 20'-0" @ 12" T6 #7 x 20'-0" @ 6"- T7 #11 x 30'-0" @ 6"STAGGER 4'-0" T8 #11 x 20'-0" @6"HOOK AT EOS STAGGER 4'-0" STAGGER 4'-0" NOTES: 1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. 2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. 3. BARS SHALL BE GRADE 60, UON. 4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. 6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 NOTE: ADDITIONAL BORINGS SHALL BE DRILLED AT THE SITE AFTER DEMO OF (E) STRUCUTRE IS COMPLETE AND FINAL GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE SER. PRIOR TO COMMENCEMENT OF FOUNDATION WORK, CONTRACTOR MUST OBTAIN A LETTER FROM SER DENOTING THAT DESIGNED FOUNDATION IS ADEQUATE BASED ON RESULTS OF ADDITIONAL BORINGS AND FINAL GEOTECHNICAL REPORT AND THAT NO REVISIONS ARE REQUIRED T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:27:21 PM R1.S3.00.TR FOUNDATION MAT TOP REINFORCING PLAN S21043.00 SCALE: 1/8" = 1'-0"1 FOUNDATION MAT TOP REINFORCING PLAN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C C 1/7/25 R14R15 #7@12" TYP ALL SIDE OF PIT #7@12" HORIZONTAL TYP EA FACE MAT REINF PER PLAN. Ld LTS CONC CORE WALL CORE WALL REINF PER SCHEDULE 4 R1.S4.22 SUMP PIT WHERE OCCURS PER PLAN W/ #5@12" OC EW #7 U-BARS AT SUMP PIT, TYP EXTEND WALL TIES 1'-0" INTO MAT FND PER TYP SHEAR TIE WHERE SHOWN PER PLAN CONC CORE WALL CORE WALL REINF PER SCHEDULE TY P LT S TYP LTS TYP Ld MI N 2' - 0 " 1' - 6 " M I N TYP LdTYP Ld TYP LTS T/PIT EL -16' - 6" #9@12" OC EW TOP AT ELEVATOR PIT RH RJ T/MAT -11' - 0" #7@12" TYP ALL SIDE OF PIT #7@12" HORIZONTAL TYP EA FACE MAT REINF PER PLAN. Ld LTS CONC CORE WALL CORE WALL REINF PER SCHEDULE 4 R1.S4.22 SUMP PIT WHERE OCCURS PER PLAN W/ #5@12" OC EW #7 U-BARS AT SUMP PIT, TYP EXTEND WALL TIES 1'-0" INTO MAT FND PER TYP SHEAR TIE WHERE SHOWN PER PLANLT S 1' - 0 " M I N CONC CORE WALL CORE WALL REINF PER SCHEDULE TYP LTS TYP Ld MI N 2' - 0 " T/PIT EL -16' - 6" TY P LT S 1' - 6 " M I N TYP Ld TYP Ld #9@12" OC EW TOP AT ELEVATOR PIT T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:27:28 PM R1.S3.10 MAT FOUNDATION SECTIONS S21043.00 SCALE: 1/2" = 1'-0"1 MAT FOUNDATION SECTIONS SCALE: 1/2" = 1'-0"2 MAT FOUNDATION SECTIONS 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 R10 R11 R11' SUMP PIT WHERE OCCURS PER PLAN W/ #5@12" OC EW #7 U-BARS AT SUMP PIT, TYP #7@12" TYP ALL SIDE OF PIT #7@12" HORIZONTAL TYP EA FACE Ld LTS CONC CORE WALL CORE WALL REINF PER SCHEDULE 4 R1.S4.22 SUMP PIT WHERE OCCURS PER PLAN W/ #5@12" OC EW #7 U-BARS AT SUMP PIT, TYP EXTEND WALL TIES 1'-0" INTO MAT FND PER TYP SHEAR TIE WHERE SHOWN PER PLAN CONC CORE WALL CORE WALL REINF PER SCHEDULE LT S 1' - 0 " M I N TYP LTS TYP Ld TYP LTS TYP LTS SEE PLAN #9@12" OC EW TOP AT ELEVATOR PIT T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:27:34 PM R1.S3.11 MAT FOUNDATION SECTIONS S21043.00 SCALE: 1/2" = 1'-0"1 MAT FOUNDATION SECTIONS 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 RH RJ #7@12" TYP ALL SIDE OF PIT #7@12" HORIZONTAL TYP EA FACE SHEAR TIE WHERE SHOWN PER PLAN CONC CORE WALL MAT REINF PER PLAN. T/PIT PER PLAN Ld LTS TYP Ld TYPLd CONC CORE WALL EXTEND WALL TIES 1'-0" INTO MAT FND PER TYP 1 1 TYP LTS TYP Ld TYP Ld CORE WALL REINF PER SCHEDULE . CORE WALL REINF PER SCHEDULE . T/MAT -11' - 0" 4 R1.S4.22 SUMP PIT WHERE OCCURS PER PLAN W/ #5@12" OC EW #7 U-BARS AT SUMP PIT, TYP1 1 LTS, TYP #9@12" OC EW TOP AT ELEVATOR PIT MI N 2' - 0 " T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:27:41 PM R1.S3.12 MAT FOUNDATION SECTIONS S21043.00 SCALE: 1/2" = 1'-0"1 MAT FOUNDATION SECTIONS 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 LEVEL P 01 -11' - 0" RF RG TYP LT S TYP LTS SHEAR TIE WHERE SHOWN PER PLAN REFER TO BASEMENT WALL SECTIONS FOR SKIN REINFORCINGS FOUNDATION WALL REINF PER SCHEDULE MAT FOUNDATION PER PLAN. PROVIDE LEVEL FINISHED SURFACE INSIDE OF STORAGE ROOM. AT CONTRACTOR OPTION SLAB MAY BE POURED INTEGRAL WITH MAT OR AS A TOPPING SLAB OVER SLOPED OVER SLOPED MAT PER RAMP WALL REINF PER SCHEDULE TYP LT S T/MAT SEE PLAN 10 R1.S3.20 REFER TO BASEMENT WALL SECTIONS FOR U-BARS ON PERIMETER MAT FOUNDATION PER PLAN. T/MAT SEE PLAN MAT FOUNDATION PER PLAN . (NOTE 1) 3' - 0 " M I N TYP 1'-6" 10" THK RC SLAB DEPTH PER MEP DRAWINGS 7' - 0 " M A X SHEAR TIE WHERE SHOWN PER PLAN REFER TO BASEMENT WALL SECTIONS FOR SKIN REINFORCINGS REFER TO BASEMENT WALL SECTIONS FOR U-BARS ON PERIMETER TYP Ld #5@12" OC EW T&B #7@12" OC EF VERT #5@12" OC EF HORIZ #7@12" OC EW T&B (NOTE 1)NOTE: 1. AT PIT BTWN GRIDS "RH" & "RJ" PROVIDE 3'-6" THK SLAB W/ (2) LAYERS OF #9@12" OC BOTT. T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:27:47 PM R1.S3.13 MAT FOUNDATION SECTION S21043.00 SCALE: 1/2" = 1'-0"1 SECTION SCALE: 1/2" = 1'-0"6 SECTION AT MEP VAULT 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 6 S2-101 LT S DOWELS TO MATCH VERT WALL REINF SIZE & SPACING MAT FOUNDATION CONC WALL PER PLAN MAT SLAB WHERE OCCURS CL WALL & VERT REINF T/MAT . 0" T Y P ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE ARCH DWGS SEE MECH AND/OR SE E A R C H #4 @ 18"OC EA WAY #4 W/ STD HOOK @ 18"OC TYP AROUND PERIMETER OF PAD #4 W/ STD HOOK @ 18"OC #4 CONTINUOUS MAT SLAB REINF NOTE: AT CONTRACTOR'S OPTION ADD CURB OR PAD PER WHERE "t" > 8", ADDL #4 @ 18"OC EA WAY CONSTRUCTION JOINT AT CONTRACTOR'S OPTION MAT SLAB REINF CLEAN AND ROUGHEN, CONSTRUCTION JOINT AT CONTRACTOR'S OPTION 12 " M A X 8" MAX B CURB AT MAT SLAB SE E A R C H "t " = 1 2 " M A X . A HOUSEKEEPING PAD AT MAT SLAB . . 2" C L R SEE ARCH 2" C L R 2ND POUR1ST POUR DO NOT CUT REINF INTERMITTENT KEY, FORM W/ 2x6, 5 1/2" LONG @ 12" OC #4 x 4'-0" @ 12"OC. ALLIGN WITH INTERMITTENT KEY EQ E Q 2'-0" 1 6 MAT SLAB REINF MAT SLAB REINF #4 PERIMETER AND DIAGONAL TRIM BARS SEE WHEN DEPRESSION EXCEEDS 4", PROVIDE ADDITIONAL BARS TO MATCH MAT SLAB REINF SIZE AND SPACING W/ STD HOOK SLOPE OF MAT SLAB AND REINF CLASS "B" LAP MA X 7" 1 1/2" A #4x4'-0" DIAG REINF TYP EA CORNER #4 PERIMETER REINF TYP EA SIDE DEPRESSION MIN TYP CLASS "B" A TRIM BARS . . 6" 3' - 0 " MI N M I N LEAVE 1" GAP BETWEEN SLEEVE AND PIPE CAULK SEAL GAP AT PIPE/SLEEVE INTERFACE AT MAT SLAB.3. 2.PROVIDE MIN. 2" CLR BETWEEN SLEEVE AND REINFORCING. 1.MINIMUM CLEAR DISTANCE BETWEEN SLEEVES SHALL BE 3X LARGEST SLEEVE DIAMETER. NOTES: SLEEVE (CAULK WHERE NECESSARY) NO DIGGING FOR PIPE TRENCH PARALLEL TO MAT SLAB WITHIN THESE LINES. 1 SIDES OF THE EXCAVATION FROM CAVE-IN UNTIL ALL BACKFILL IS COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SHEATHING OR OTHERWISE MAINTAINING THE PIPE 2 4. COLUMN WHERE OCCURS MI N MA X NOTE 1 B/ MAT D D/ 3 D/ 3 D 4" M I N . . 2'-0" MIN 6" MIN SEE 1'-6" MIN DIA (BUT NOT LESS THAN 6") 1 1/2" x LARGEST SLEEVE T/ MAT 0' - 4 9 / 1 6 " 9" CL CL CL DOWELS TO MATCH VERT WALL REINF SIZE & SPACING BOT BARS W/ STD HOOK MAT SLAB WHERE CONTINUES LT S CL A S S " B " T.O. OF MAT OR FTG TYP 2" CLR, MAT FOUNDATION DOWELS TO MATCH COL VERT BARS T.O. MAT MAT FOUNDATIONLT S CONC COL MI N 1' - 0 " PROVIDE HOOKED BARS TO MATCH SIZE AND SPACING OF COLUMN TIES ABOVE WHERE COLUMN IS LOCATED LESS THAN "T/2" FROM EDGE OF MAT, EXTEND TIES TO BASE OF MAT FOUNDATION "T " MA T T H K DOWELS TO MATCH COL VERT BARS 1. 2 5 X L T S CONC COL T.O. MAT MAT FOUNDATION Ld PROVIDE HOOKED BARS TO MATCH SIZE AND SPACING OF COLUMN TIES ABOVE. PROVIDE EITHER U- BARS OR BARS WITH SEISMIC HOOK Ld PROVIDE HOOKED REBAR AT WALL FACE TO MATCH SIZE AND SPACING OF COLUMN TIES ABOVE PROVIDE HOOKED REBAR IN BOTH DIRECTIONS AT CORNER Ld, TYP Ld, TYP 1 1 T/MAT EL=PER PLAN MAT REINFORCING PER PLAN NOT TO SCALE CONCRETE WALL ON MAT FOUNDATION7 NOT TO SCALE CURBS AND HOUSEKEEPING PADS ON MAT FOUNDATION10 NOT TO SCALE TYPICAL MAT FOUNDATION CONSTRUCTION JOINTS3 NOT TO SCALE MAT FOUNDATION DEPRESSION4 NOT TO SCALE PIPE CLEARANCE AND SLEEVES THROUGH MAT FOUNDATIONS6 NOT TO SCALE EXTERIOR WALL ON MAT FOUNDATION11 NOT TO SCALE CONCRETE COLUMN AT MAT FOUNDATION12 NOT TO SCALE CONCRETE CORE AND SHEAR WALL AND COLUMN AT EDGE OF MAT FOUNDATION5 NOT TO SCALE CONCRETE CORE AND SHEAR WALL AND COLUMN AT EDGE OF MAT FOUNDATION9 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:27:55 PM R1.S3.20 TYPICAL MAT FOUNDATION DETAILS S21043.00 SCALE: 3/4" = 1'-0"2 MAT THICKNESS CHANGE DETAIL 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 RL SIDEWALK / PAVING SEE CIVIL NOTES: 1. REFER TO ARCH DRAWINGS FOR WATERPROOFING AND DEW ATERING SYSTEMS NOT SHOWN. 2. CONDITIONS AT GRADE VARY, REFER TO SECTIONS AT GRADE. T/GRADE SEE PLAN PROPERTY LINE LOCATION PER ARCH SHORING BY OTHER EXTERIOR FACADE SEE PLAN T/CURB PER ARCH T/MAT PER PLAN T/SLAB PER PLAN SEE PLANSEE PLAN CURB REINF. PER SLAB REINF. PER PLAN . #6@12" EF VERT #5@12" HORIZ MAT REINF PER PLAN 6 9/16"MIN TY P LT S SIZE AND SPACING TO MATCH VERT WALL REINF. . STARTER DOWELS, SIZE AND SPACING TO MATCH VERT WALL REINF 11 R1.S5.42 #8@12" X LTS #6@12 SKIN REINFORCING TYP UNO SHORING PLANS ARE UNDER SEPARATE PERMIT. PERMIT SHALL BE SECURED PRIOR TO START OF WORK 7" WATERPROOFING WHERE OCCURS PER ARCH, SEE CIVIL FOR DRAINAGE RL SIDEWALK / PAVING SEE CIVIL T/GRADE SEE PLAN PROPERTY LINE LOCATION PER ARCH SHORING BY OTHER EXTERIOR FACADE SEE PLAN T/CURB PER ARCH NOTES: 1. REFER TO ARCH DRAWINGS FOR WATERPROOFING AND DEW ATERING SYSTEMS NOT SHOWN. 2. CONDITIONS AT GRADE VARY, REFER TO SECTIONS AT GRADE. T/MAT PER PLAN T/SLAB PER PLAN SEE PLANSEE PLAN TYP LT S 6 1/2"MIN TY P LT S CURB REINF. PER SLAB REINF. PER PLAN . #6@12" EF VERT #5@12" HORIZ . MAT REINF PER PLAN. STARTER DOWELS, SIZE AND SPACING TO MATCH VERT WALL REINF SIZE AND SPACING TO MATCH VERT WALL REINF. 11 R1.S5.42 #8@12" X LTS #6@12 SKIN REINFORCING TYP UNO SHORING PLANS ARE UNDER SEPARATE PERMIT. PERMIT SHALL BE SECURED PRIOR TO START OF WORK 7" WATERPROOFING WHERE OCCURS PER ARCH, SEE CIVIL FOR DRAINAGE T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:28:02 PM R1.S3.50 BASEMENT WALL SECTION S21043.00 1/2" = 1'-0"2 BASEMENT WALL SECTION SCALE: 1/2" = 1'-0"1 BASEMENT WALL SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 SIDEWALK / PAVING SEE CIVIL NOTES: 1. REFER TO ARCH DRAWINGS FOR WATERPROOFING AND DEWATERING SYSTEMS NOT SHOWN. 2. CONDITIONS AT GRADE VARY, REFER TO SECTIONS AT GRADE. T/GRADE SEE PLAN PROPERTY LINE LOCATION OER ARCH SHORING BY OTHER EXTERIOR FACADE SEE PLAN T/CURB PER ARCH T/MAT PER PLAN T/SLAB PER PLAN CURB REINF. PER SLAB REINF. PER PLAN . #6@12" EF VERT #5@12" HORIZ MAT REINF PER PLAN 6"MIN TY P LT S SIZE AND SPACING TO MATCH VERT WALL REINF. SEE PLAN . STARTER DOWELS, SIZE AND SPACING TO MATCH VERT WALL REINF 11 R1.S5.42 #8@12" X LTS #6@12 SKIN REINFORCING TYP UNO SHORING PLANS ARE UNDER SEPARATE PERMIT. PERMIT SHALL BE SECURED PRIOR TO START OF WORK 7" WATERPROOFING WHERE OCCURS PER ARCH, SEE CIVIL FOR DRAINAGE T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:28:08 PM R1.S3.51 BASEMENT WALL SECTION S21043.00 SCALE: 1/2" = 1'-0"1 BASEMENT WALL SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 RF SIDEWALK / PAVING SEE CIVIL NOTES: 1. REFER TO ARCH DRAWINGS FOR WATERPROOFING AND DEWATERING SYSTEMS NOT SHOWN. 2. CONDITIONS AT GRADE VARY, REFER TO SECTIONS AT GRADE. T/GRADE SEE PLAN SHORING BY OTHER EXTERIOR FACADE SEE PLAN T/CURB PER ARCH T/MAT PER PLAN T/SLAB PER PLAN SEE PLANSEE PLAN CURB REINF. PER SLAB REINF. PER PLAN . MAT REINF PER PLAN 6"MIN TYP LT S SIZE AND SPACING TO MATCH VERT WALL REINF. STARTER DOWELS, SIZE AND SPACING TO MATCH VERT WALL REINF #6@12" EF VERT #5@12" HORIZ . 11 R1.S5.42 #8@12" X LTS #6@12 SKIN REINFORCING TYP UNO SHORING PLANS ARE UNDER SEPARATE PERMIT. PERMIT SHALL BE SECURED PRIOR TO START OF WORK WATERPROOFING WHERE OCCURS PER ARCH, SEE CIVIL FOR DRAINAGE RF SHORING BY OTHER EXTERIOR FACADE SEE PLAN T/CURB PER ARCH NOTES: 1. REFER TO ARCH DRAWINGS FOR WATERPROOFING AND DEW ATERING SYSTEMS NOT SHOWN. 2. CONDITIONS AT GRADE VARY, REFER TO SECTIONS AT GRADE. SIDEWALK / PAVING SEE CIVIL T/GRADE SEE PLAN T/SLAB PER PLAN T/MAT PER PLAN SEE PLANSEE PLAN CURB REINF. PER SLAB REINF. PER PLAN . #6@12" EF VERT #5@12" HORIZ MAT REINF PER PLAN TYP LT S TY P LT S 6"MINSIZE AND SPACING TO MATCH VERT WALL REINF. . STARTER DOWELS, SIZE AND SPACING TO MATCH VERT WALL REINF 11 R1.S5.42 #8@12" X LTS #6@12 SKIN REINFORCING TYP UNO SHORING PLANS ARE UNDER SEPARATE PERMIT. PERMIT SHALL BE SECURED PRIOR TO START OF WORK WATERPROOFING WHERE OCCURS PER ARCH, SEE CIVIL FOR DRAINAGE T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:28:14 PM R1.S3.52 BASEMENT WALL SECTION S21043.00 SCALE: 1/2" = 1'-0"1 BASEMENT WALL SECTION SCALE: 1/2" = 1'-0"2 BASEMENT WALL SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 ISOLATION JOINT 2 LAYERS OF 30# FELT INSIDE BARS SEE SCHEDULE HORIZONTAL CONTINUOUS BARS EACH FACE PER BASEMENT WALL SECTIONS OUTSIDE BARS PER BASEMENT WALL SECTIONS DOWEL TO MATCH SIZE AND SPACING OF VERTICAL BAR UON SUPPORTING MEMBER OR SCHEDULE T SEE PLAN LT S CLR 2" SEE SCHEDULE CLEAR COVER EM B E D L E N G T H Ld h SC H E D U L E D EM B E D M E N T L E N G T H Ld SC H E D U L E D IF H O O K I S R E Q ' D PROVIDE 90 DEGREE STANDARD HOOK IF Ld GREATER THAN SUPPORTING MEMBER DEPTH MINUS 3 INCHES T/SLAB ON GRADE EL SEE PLAN T/SUPPORT EL SEE PLAN ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE 180° STANDARD HOOK ROTATE AS REQUIRED TO MAINTAIN CLEAR COVER PREFABRICATED BENT- IN DOWEL KEYWAY SYSTEM - SUBMIT MANUFACTURER'S DATA TO ENGINEER FOR APPROVAL DOWELS TO MATCH SIZE AND SPACING OF TOP BARS (#4@12" MINIMUM) CONSTRUCTION JOINT BOTTOM BARS SEE PLAN OR SCHEDULE HATCHING INDICATES PUDDLED CONCRETE IF REQUIRED SEE TYPICAL SLAB PUDDLING PLAN DETAIL FOR MORE INFORMATION TOP BARS SEE PLAN OR SCHEDULE BOTTOM BARS SEE PLAN OR SCHEDULE NOTES: 1. SEE GENERAL NOTES FOR LAP SPLICE LOCATIONS FOR VERTICAL WALL REINFORCEMENT OUTSIDE BARS TOP BARS SEE PLAN OR SCHEDULE OUTSIDE BARS AT HOOK 2"CLEAR MIN T/SLAB LEVEL X EL SEE PLAN T/SLAB LEVEL X EL SEE PLAN OUTSIDE BARS DOWELS TO MATCH SIZE AND SPACING OF SLAB TOP AND BOTTOM BARS BOTTOM BARS SEE PLAN OR SCHEDULE TOP BARS SEE PLAN OR SCHEDULE MECHANICAL COUPLER TO DEVELOP 125% OF YIELD STRENGTH (fy) OF BAR - (LENTON FORMSAVER COUPLER PER IAPMO-UES ER-0129 OR APPROVED EQUAL) T/SLAB LEVEL X EL SEE PLAN 0' - 1 1/2" K E Y ROUGHEN TOP & BOTTOM OF SLAB TO 1/4" AMPLITUDE AT HORIZ CONSTRUCTION JOINTS LT S LT S LT S REINFORCEMENT 2" CLR MIN LOCATE AGAINST OUTER FACE MIN Ldh . 2'-6" MIN LTS LT S LT S OFFSET DOWEL TO CLEAR KEYWAY UPPER (LEVEL X) AND LOWER (LEVEL X-1) LEVEL BARS 2'-6" MIN LTS AT HOOK 2" CLEAR MIN BARS AT LEVEL X PER BASEMENT WALL SECTIONS . . . . BARS AT LEVEL X-1 PER BASEMENT WALL SECTIONS . MINIMUM 1 1/2"KEY . . BARS AT LEVEL X PER BASEMENT WALL SECTIONS . BARS AT LEVEL X-1 PER BASEMENT WALL SECTIONS . BARS AT LEVEL X-1 PER BASEMENT WALL SECTIONS . BARS AT LEVEL X PER BASEMENT WALL SECTIONS . OFFSET DOWEL TO CLEAR KEYWAY UPPER (LEVEL X) AND LOWER (LEVEL X-1) LEVEL BARS 0" 2'-6" MIN SEE PLAN FOR LENGTH 6" MID-HEIGHT LAP NOT SHOWN MID-HEIGHT LAP NOT SHOWN MID-HEIGHT LAP NOT SHOWN 1 1/2" KEY MINIMUM OR OMIT KEY AND ROUGHEN SURFACE TO 1/4" AMPLITUDE (IN WALL POURED MONOLITHIC) (IN WALL POURED MONOLITHIC) A OPTION A - WALL POURED TO UNDERSIDE OF SLAB B OPTION B - PREFABRICATED DOWELS AND KEYWAY C OPTION C - MECHANICAL COUPLERS SEE TYPICAL BOTTOM OF FOUNDATION WALL DETAIL OR SCHEDULE #5@12" MINIMUM 1#4 CONT CONCRETE SLAB SEE PLAN . T/SLAB EL SEE PLAN OR SCHEDULE T SEE PLAN 6" BEND DOWN AS REQUIRED PROVIDE DOWELS TO MATCH THE LARGER OF SLAB TOP BARS OR #5@12" 2'-6"MIN LTS ROUGHEN TO 1/4" AMPLITUDE LT S 2' - 6 " NOT TO SCALE TYP BOTTOM OF FOUNDATION WALL2 NOT TO SCALE TYPICAL CONCRETE SLAB SUPPORT DETAILS AT FOUNDATION WALL3 NOT TO SCALE TYP TOP OF FOUNDATION WALL WITH CONCRETE SLAB1 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL NOT TO SCALE 11/19/2024 3:28:21 PM R1.S3.60 TYPICAL FOUNDATION WALL DETAILS AND SCHEDULE S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 DOWELS TO MATCH SIZE AND SPACING OF HORIZONTAL BARS PLACE ONE BAR AT OUTSIDE CORNER HORIZONTAL REINF SEE TYPICAL BOTTOM OF FOUNDATION WALL DETAIL OR SCHEDULE U-BARS PER TYPICAL WALL OPENING DETAIL ADDITIONAL BARS PER TYPICAL WALL OPENING DETAIL #4 U-BARS TO MATCH SPACING OF HORIZONTAL BARS END OF WALL LTS LT S LT S . TYPICAL 2'-0" 2' - 0" T SEE PLAN OR SCHEDULE TYPICAL2' - 0 " VERTICAL REINF SEE TYPICAL BOTTOM OF FOUNDATION WALL DETAIL OR SCHEDULE OPENING SEE TYPICAL WALL OPENING DETAILS VERTICAL REINF NOTES: 1. SEE ARCHITECTURAL DOCUMENTS FOR WATERSTOP REQUIREMENTS 2. SEE GENERAL NOTES FOR CONSTRUCTION JOINT MAXIMUM SPACING FIRST POUR SECOND POUR ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE HORIZONTAL REINF OR S C H E D U L E T SE E P L A N LTS 0" T Y P .. ADDITIONAL BARS (SIZE TO MATCH INTERRUPTED BARS) ADD 1/2 THE NUMBER OF BARS INTERRUPTED BY OPENING + 1 ON EACH FACE TO EACH SIDE OF OPENING 1-#4 x 4'-0" EF (8 TOTAL) INTERRUPTED BAR 1-#4 x 2'-6" EF (8 TOTAL) FOR OPENINGS GREATER THAN 4" UP TO ONE HORIZONTAL BAR EF MAY BE INTERRUPTED NOTES: 1. MINIMUM CLEAR DISTANCE BETWEEN OPENINGS IS 2 TIMES MAXIMUM OPENING SIZE 2. FOR OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS, CONTRACTOR TO SUBMIT LOCATIONS AND SPACING TO STRUCTURAL ENGINEER FOR WRITTEN APPROVAL #4 U-BARS TO MATCH SPACING OF INTERRUPTED BARS OPENING LESS THAN 10"OPENING 10" TO 36" 2"TYP TYPICAL LTS + H 2"TYP ADJUST SPACING TO ACCOMMODATE OPENING WITHOUT CUTTING VERTICAL BARS LTS TYP PROVIDE ADDITIONAL BARS (SIZE TO MATCH INTERRUPTED BARS) BETWEEN ADJACENT OPENINGS IF PRESENT H W BAR SPACING 4" TYPICAL VERTICAL BA R S P A C I N G 4" T Y P I C A L HO R I Z O N T A L TY P I C A L LT S + W 2"TYP ADJACENT OPENING IF PRESENT (DIAGONAL BARS NOT SHOWN) TYPICAL UNINTERRUPTED WALL REINFORCEMENT NOT SHOWN FOR CLARITY. ADJUST WALL REINFORCEMENT TO MINIMIZE NUMBER OF INTERRUPTED BARS. SCHEDULE SEE COLUMN SC H E D U L E SE E C O L U M N CLR 3" MATCH SIZE AND SPACING OF SCHEDULED COLUMN TIES SHADING INDICATES EXTENT OF COLUMN COMPRESSIVE STRENGTH f'c FOUNDATION WALL WALL REINFORCEMENT NOT SHOWN FOR CLARITY SEE COLUMN SCHEDULE FOR COLUMN VERTICAL BARS AND TIES OR SCHEDULE T SEE PLAN T T CL R 1 1 / 2 " .ADDITIONAL VERTICAL BARS AT 6" OC TO MATCH COLUMN VERTICAL BARS - - - - OVERLAP COLUMN OMIT Z BARS WHERE COLUMN OVERLAP IS MORE THAN 10" NOTE: 1. FOR INFORMATION NOT SHOWN SEE COLUMN TIED TO WALL COLUMN TIED TO WALL COLUMN OVERLAPS WALL NOT TO SCALE TYPICAL FOUNDATION WALL DETAIL - PLAN1 NOT TO SCALE TYP VERTICAL CONSTRUCTION JOINT IN CONCRETE WALL5 NOT TO SCALE TYPICAL WALL OPENING DETAILS3 NOT TO SCALE COLUMN PILASTER AT FOUNDATION WALL6 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:28:29 PM R1.S3.61 TYPICAL FOUNDATION WALL DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RH RJ 1 R1.S4.10 1 R1.S4.11 1 R1.S4.13 LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" TY P 7' - 8 " 8' - 0 " 1 R1.S4.12 SEE NOTE 9 BZ5(P01-L03) V01(P01-L03) BZ6(P01-L03) BZ5(L03-L05) BZ5(L05+ L09) V01(L05-L09) BZ5(L09-L13) BZ1 (P01-L03) BZ7(P01-L03) BZ7(L03-L05) BZ1(L05-L09) BZ1(L09-L13) V01(L09-L13) H2 H3 4'-0" 27'-8" 4'-0" SEE NOTE 10 CO N C R E T E S T R E N G T H , f ' c = 8 K S I 113' - 1 1 1 / 4 " LB-01 3' - 10" 2' - 11 1/4" 5' - 0" 3' - 5" 5' - 9" 4' - 0" 5' - 8" 3' - 2 3/4"1' - 10" H1 V01(L03-L05) 3' - 0 " BZ6(L03-L05) BZ1(L03-L05) TH I S L E V E L NO L A P S P L I C E TH I S L E V E L NO L A P SHEAR WALL ELEVATION NOTES: 1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM SCHEDULE FOR DETAILING AND REINFORCEMENT 2. DENOTES WALL VERTICAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 3. DENOTES WALL HORIZONTAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN 7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. 8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT GRADES, TYP UON. 9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. 10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. 11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. 12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. 13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC SHEAR WALL. 14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL AND HOTEL BUIDLINGS. 15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. V-XX BZ-XX H-XX LB-XX SHEET NOTES R10R14R15 RH RJ CORE WALL KEY PLAN - WEST R11' ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" RH RJ 1 R1.S4.13 1 R1.S4.14 TOP ROOF WEST 183' - 6" LEVEL 15+ WEST 161' - 11" 1 R1.S4.15 BZ1(L13-L15) V01(L13-L15) BZ5(L13-L15) H3 H4 SEE NOTE 11 4'-0" 3' - 0 " SEE NOTE 10 CO N C R E T E S T R E N G T H , f ' c = 8 K S I 92' - 0 " 4'-0" BZ1(L15-T/CORE) V01(L15-T/CORE) BZ5(L15-T/CORE) 4'-0" 4'-0" REINFORCEMENTMARKREINFORCEMENTMARK REINFORCING SCHEDULE BZ1(P01-L03) BZ1(L03-L05) BZ1(L05-L09) BZ1(L09-L13) BZ1(L13-L15) BZ1(L15-T/CORE) BZ2(P01-L03) BZ2(L03-L05) BZ2(L05-L09) BZ2(L09-L13) BZ2(L13-L15) BZ2(T/CORE) BZ3(L03-L05) BZ4(P01-L03) BZ4(L03-L05) BZ4(L05-L09) BZ4(L13-L15) BZ4(L15-T/CORE) BZ5(P01-L03) BZ5(L03-L05) BZ5(L05-L09) BZ5(L13-L15) BZ5(15-T/CORE) BZ6(P01-L03) (101)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (14)-#7 (135)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (19)-#7 (19)-#7 (28)-#11 (179)-#11 (66)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 (83)-#11 (60)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF V06(P01-L03) V06(L02-L06+) V06(L05-L09) BZ2(L15-ROOF) BZ4(L09-L13) BZ5(B09-L13) BZ6(L03-L05) (33)-#11 BZ7(P01-L03) (24)-#11 (27)-#11 BZ7(L03-L05) (20)-#11 BZ1A(L05-L09) (18)-#11 BZ1A(L09-L13) (16)-#9 BZ1A(L13-L15) (16)-#7 (94)#11BZ8(P01-L03) (74)#11BZ8(L03-L05) (24)#11BZ8(L05-L09) (24)#9BZ8(L09-L13) (24)#7BZ8(L13-L15) (19)#7BZ8(L15-T/CORE) (100)#11BZ9(P01-L03) (86)#11BZ9(L03-L05) (24)#11BZ9(L05-L09) (24)#9BZ9(L09-L13) (24)#7BZ9(L13-L15) (14)#7BZ9(L15-T/CORE) (104)#11BZ10(P01-L03) (104)#11BZ10(L03-L05) (24)#11BZ10(L05-L09) (24)#9BZ10(L09-L13) (24)#7BZ10(L13-L15) (14)#7BZ10(L15-T/CORE) (90)#11BZ11(P01-L03) (90)#11BZ11(L03-L05) (24)#11BZ11(L05-L09) (24)#9BZ11(L09-L13) (24)#7BZ11(L13-L15) (14)#7BZ11(L15-T/CORE) (18)#11BZ12(L06+-L08) (18)#11BZ8A(L05-L09) (18)#9BZ8A(L09-L13) (16)#7BZ8A(L13-L15) (18)#11BZ9A(L05-L09) (18)#9BZ9A(L09-L13) REINFORCEMENTMARK (16)#7BZ9A(L13-L15) (18)#11BZ13(L05-L09) (18)#11BZ14(L05-L09) #11 @ 6" EFV02(L02-L05) #11 @ 6" EFV02(L05-L09) #9 @ 12" EFV02(L09-L13) #7 @ 12" EFV02(L13-L15) #7 @ 12"EFV02(L15-ROOF) #7 @ 12" EFV02(T/CORE) #11 @ 6" EFV03(P01-L02) #11 @ 6" EFV03(L02-L05) #11 @ 6" EFV03(L05-L09) #9 @ 12" EFV03(L09-L13) #7 @ 12" EFV03(L13-L15) #7 @12" EFV03(L15-T/CORE) #11 @ 6" EFV04(L02-L05) #11 @6" EFV04(L05-L09) #9 @ 12" EFV04(L09-L13) #7 @ 12" EFV04(L13-L15) #7 @ 12" EFV04(L15-T/CORE) #11 @ 6" EFV05(P01-L03) #11 @ 6" EFV05(L02-L05) #11 @ 6" EFV05(L05-L09) #9 @ 12" EFV05(L09-L13) #7 @ 12" EFV05(L13-L15) #7 @ 12" EFV05(L15-T/CORE) BZ2A(L05-L09) BZ2A(L09-L13) BZ2A(L13-L15) (18)-#11 (16)-#9 (16)-#7 V06(L09-L13) V06(L13-L15) V06(L15-T/CORE) V07(P01-L03) V07(L03-L05) V07(L05-L09) V07(L09-L13) V07(L13-L15) V07(L15-T/CORE) V08(P01-L03) V08(L03-L05) V08(L05-L09) V08(L09-L13) V08(L13-L15) V08(L15-T/CORE) #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF REINFORCEMENTMARK #6 @8" EFH2 #6 @12" EFH3 #5 @ 8" EFH4 #5 @ 12" EFH5 #6 @ 4" EFH1 #11 @6" EFV01(L02-L05) #11 @6" EFV01(L05-L09) #9 @ 12" EFV01(L09-L13) #7 @ 12" EFV01(L13-L15) #7@12" EFV01(L15-T/CORE) #11 @ 6" EFV01(P01-L02) #11 @ 6" EFV02(P01-L02) SCALE: 1/8" = 1'-0"1 WEST CORE WALL ELEVATION CW1 SCALE: 1/8" = 1'-0"2 WEST CORE WALL ELEVATION CW1 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:28:39 PM R1.S4.00 CORE WALL ELEVATION S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" R14 R15 1 R1.S4.10 1 R1.S4.11 LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" TY P 5' - 0 " TY P 2' - 0 " 10" 11'-8" 5'-0" 11'-6" 10" 6"28'-2"6" 1 R1.S4.12 BZ2(P01-L03)**V02(P01-L03)** BZ1(P01-L03)** BZ1(L03-L05) BZ1(L09-L13) SEE NOTE 9 BZ2(L03-L05) BZ2(L09-L13) 2' - 11 1 / 2 " SEE NOTE 10 113' - 9 1 / 1 6 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I LB-04 LB-03 LB-03 LB-02 LB-02 LB-02 LB-02 H2 H2 3'-8"3'-8" V02(L09-L13)V02(L09-L13) BZ2A(L05-L09) BZ2(L05-L09) V02(L05-L09) BZ1A(L05-L09) BZ1(L05-L09) V02(L05-L09) 4'-0"4'-0"4'-0"4'-0"TH I S L E V E NO L A P S P L I C E TH I S L E V E L NO L A P S P L I C E 1 R1.S8.03 H2 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" R14 R15 1 R1.S4.13 1 R1.S4.14 TOP ROOF WEST 183' - 6" LEVEL 15+ WEST 161' - 11" TY P 8' - 0 " 6"11'-6"5'-0"11'-8"6" 6" 11'-6" 5'-4" 11'-4" 6" 6"11'-6"5'-0"11'-8"6" 6"11'-4"5'-4" 6" 5'-0" 3'-4" 19'-10" 6" 8' - 0 " 1 R1.S4.15 BZ2(L15-T/CORE)V01(L15-T/CORE) SEE NOTE 11 H3 SEE NOTE 10 91' - 8 1 / 8 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I LB-06 LB-05 LB-04 LB-04 LB-04 LB-04 LB-04 11'-6"6" H2 H2 3'-8"3'-8"3'-8"3'-8"BZ1(L09-L13) V02(L09-L13) BZ1A(L09-L13) BZ2(L09-L13) V02(L09-L13) BZ2A(L09-L13) 3' - 0 " BZ1(L13-T/L15) V02(L13-T/L15) BZ1A(L13-T/L15) BZ2(L13-L15) V02(L13-L15) BZ2A(L13-L15) H3 H3 BZ2A(L15-ROOF) BZ2(L15-ROOF) V02(L15-ROOF) 3'-8" BZ1(L15-T/CORE) H3 1 R1.S8.03 6' - 6 " SHEAR WALL ELEVATION NOTES: 1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM SCHEDULE FOR DETAILING AND REINFORCEMENT 2. DENOTES WALL VERTICAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 3. DENOTES WALL HORIZONTAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN 7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. 8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT GRADES, TYP UON. 9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. 10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. 11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. 12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. 13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC SHEAR WALL. 14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL AND HOTEL BUIDLINGS. 15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. V-XX BZ-XX H-XX LB-XX SHEET NOTES R10R14R15 RH RJ CORE WALL KEY PLAN - WEST R11' REINFORCEMENTMARKREINFORCEMENTMARK REINFORCING SCHEDULE BZ1(P01-L03) BZ1(L03-L05) BZ1(L05-L09) BZ1(L09-L13) BZ1(L13-L15) BZ1(L15-T/CORE) BZ2(P01-L03) BZ2(L03-L05) BZ2(L05-L09) BZ2(L09-L13) BZ2(L13-L15) BZ2(T/CORE) BZ3(L03-L05) BZ4(P01-L03) BZ4(L03-L05) BZ4(L05-L09) BZ4(L13-L15) BZ4(L15-T/CORE) BZ5(P01-L03) BZ5(L03-L05) BZ5(L05-L09) BZ5(L13-L15) BZ5(15-T/CORE) BZ6(P01-L03) (101)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (14)-#7 (135)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (19)-#7 (19)-#7 (28)-#11 (179)-#11 (66)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 (83)-#11 (60)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF V06(P01-L03) V06(L02-L06+) V06(L05-L09) BZ2(L15-ROOF) BZ4(L09-L13) BZ5(B09-L13) BZ6(L03-L05) (33)-#11 BZ7(P01-L03) (24)-#11 (27)-#11 BZ7(L03-L05) (20)-#11 BZ1A(L05-L09) (18)-#11 BZ1A(L09-L13) (16)-#9 BZ1A(L13-L15) (16)-#7 (94)#11BZ8(P01-L03) (74)#11BZ8(L03-L05) (24)#11BZ8(L05-L09) (24)#9BZ8(L09-L13) (24)#7BZ8(L13-L15) (19)#7BZ8(L15-T/CORE) (100)#11BZ9(P01-L03) (86)#11BZ9(L03-L05) (24)#11BZ9(L05-L09) (24)#9BZ9(L09-L13) (24)#7BZ9(L13-L15) (14)#7BZ9(L15-T/CORE) (104)#11BZ10(P01-L03) (104)#11BZ10(L03-L05) (24)#11BZ10(L05-L09) (24)#9BZ10(L09-L13) (24)#7BZ10(L13-L15) (14)#7BZ10(L15-T/CORE) (90)#11BZ11(P01-L03) (90)#11BZ11(L03-L05) (24)#11BZ11(L05-L09) (24)#9BZ11(L09-L13) (24)#7BZ11(L13-L15) (14)#7BZ11(L15-T/CORE) (18)#11BZ12(L06+-L08) (18)#11BZ8A(L05-L09) (18)#9BZ8A(L09-L13) (16)#7BZ8A(L13-L15) (18)#11BZ9A(L05-L09) (18)#9BZ9A(L09-L13) REINFORCEMENTMARK (16)#7BZ9A(L13-L15) (18)#11BZ13(L05-L09) (18)#11BZ14(L05-L09) #11 @ 6" EFV02(L02-L05) #11 @ 6" EFV02(L05-L09) #9 @ 12" EFV02(L09-L13) #7 @ 12" EFV02(L13-L15) #7 @ 12"EFV02(L15-ROOF) #7 @ 12" EFV02(T/CORE) #11 @ 6" EFV03(P01-L02) #11 @ 6" EFV03(L02-L05) #11 @ 6" EFV03(L05-L09) #9 @ 12" EFV03(L09-L13) #7 @ 12" EFV03(L13-L15) #7 @12" EFV03(L15-T/CORE) #11 @ 6" EFV04(L02-L05) #11 @6" EFV04(L05-L09) #9 @ 12" EFV04(L09-L13) #7 @ 12" EFV04(L13-L15) #7 @ 12" EFV04(L15-T/CORE) #11 @ 6" EFV05(P01-L03) #11 @ 6" EFV05(L02-L05) #11 @ 6" EFV05(L05-L09) #9 @ 12" EFV05(L09-L13) #7 @ 12" EFV05(L13-L15) #7 @ 12" EFV05(L15-T/CORE) BZ2A(L05-L09) BZ2A(L09-L13) BZ2A(L13-L15) (18)-#11 (16)-#9 (16)-#7 V06(L09-L13) V06(L13-L15) V06(L15-T/CORE) V07(P01-L03) V07(L03-L05) V07(L05-L09) V07(L09-L13) V07(L13-L15) V07(L15-T/CORE) V08(P01-L03) V08(L03-L05) V08(L05-L09) V08(L09-L13) V08(L13-L15) V08(L15-T/CORE) #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF REINFORCEMENTMARK #6 @8" EFH2 #6 @12" EFH3 #5 @ 8" EFH4 #5 @ 12" EFH5 #6 @ 4" EFH1 #11 @6" EFV01(L02-L05) #11 @6" EFV01(L05-L09) #9 @ 12" EFV01(L09-L13) #7 @ 12" EFV01(L13-L15) #7@12" EFV01(L15-T/CORE) #11 @ 6" EFV01(P01-L02) #11 @ 6" EFV02(P01-L02) SCALE: 1/8" = 1'-0"1 WEST CORE WALL ELEVATION CW2 SCALE: 1/8" = 1'-0"2 WEST CORE WALL ELEVATION CW2 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:28:47 PM R1.S4.01 CORE WALL ELEVATION S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 SHEAR WALL ELEVATION NOTES: 1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM SCHEDULE FOR DETAILING AND REINFORCEMENT 2. DENOTES WALL VERTICAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 3. DENOTES WALL HORIZONTAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN 7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. 8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT GRADES, TYP UON. 9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. 10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. 11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. 12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. 13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC SHEAR WALL. 14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL AND HOTEL BUIDLINGS. 15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. V-XX BZ-XX H-XX LB-XX SHEET NOTES R10R14R15 RH RJ CORE WALL KEY PLAN - WEST R11' LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RH RJ 1 R1.S4.10 1 R1.S4.11 LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" 1 R1.S4.12 BZ4(P01-L03)** V03(P01-L03)** SEE NOTE 9 BZ2(P01-L03)** BZ4(L03-L05) BZ2(L03-L05) BZ3(L03-L05) BZ4(L05-L06+) BZ2(L05-L06+) BZ3(L05-L06+) BZ3(L09-L13)BZ2(L09-L13) H5 SEE NOTE 10 114' - 5 7 / 8 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I V03(L05-L06+) H2 4'-0" H2 V03(L03-L05) H2 4'-0"4'-0" 4'-0"4'-0" V03(L06+-L09) BZ4(L06+-L09) BZ2(L06+-L09) 3' - 0" TH I S L E V E L NO L A P S P L I C E H2 TH I S L E V E L NO L A P S P L I C E 6'-0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" RH RJ 1 R1.S4.13 1 R1.S4.14 TOP ROOF WEST 183' - 6" LEVEL 15+ WEST 161' - 11" 1 R1.S4.15 BZ3(L09-L13) BZ2(L09-L13) BZ3(L13-L15)BZ2(L13 -L15) V03(L13-L15) H5 3' - 0 " SEE NOTE 10 SEE NOTE 11 92' - 0 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I V03(L09-L13) 4'-0" BZ2(L15 -T/CORE) 4'-0"BZ3(L15 -T/CORE) V03(L15-T/CORE) 4'-0" 4'-0" REINFORCEMENTMARKREINFORCEMENTMARK REINFORCING SCHEDULE BZ1(P01-L03) BZ1(L03-L05) BZ1(L05-L09) BZ1(L09-L13) BZ1(L13-L15) BZ1(L15-T/CORE) BZ2(P01-L03) BZ2(L03-L05) BZ2(L05-L09) BZ2(L09-L13) BZ2(L13-L15) BZ2(T/CORE) BZ3(L03-L05) BZ4(P01-L03) BZ4(L03-L05) BZ4(L05-L09) BZ4(L13-L15) BZ4(L15-T/CORE) BZ5(P01-L03) BZ5(L03-L05) BZ5(L05-L09) BZ5(L13-L15) BZ5(15-T/CORE) BZ6(P01-L03) (101)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (14)-#7 (135)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (19)-#7 (19)-#7 (28)-#11 (179)-#11 (66)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 (83)-#11 (60)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF V06(P01-L03) V06(L02-L06+) V06(L05-L09) BZ2(L15-ROOF) BZ4(L09-L13) BZ5(B09-L13) BZ6(L03-L05) (33)-#11 BZ7(P01-L03) (24)-#11 (27)-#11 BZ7(L03-L05) (20)-#11 BZ1A(L05-L09) (18)-#11 BZ1A(L09-L13) (16)-#9 BZ1A(L13-L15) (16)-#7 (94)#11BZ8(P01-L03) (74)#11BZ8(L03-L05) (24)#11BZ8(L05-L09) (24)#9BZ8(L09-L13) (24)#7BZ8(L13-L15) (19)#7BZ8(L15-T/CORE) (100)#11BZ9(P01-L03) (86)#11BZ9(L03-L05) (24)#11BZ9(L05-L09) (24)#9BZ9(L09-L13) (24)#7BZ9(L13-L15) (14)#7BZ9(L15-T/CORE) (104)#11BZ10(P01-L03) (104)#11BZ10(L03-L05) (24)#11BZ10(L05-L09) (24)#9BZ10(L09-L13) (24)#7BZ10(L13-L15) (14)#7BZ10(L15-T/CORE) (90)#11BZ11(P01-L03) (90)#11BZ11(L03-L05) (24)#11BZ11(L05-L09) (24)#9BZ11(L09-L13) (24)#7BZ11(L13-L15) (14)#7BZ11(L15-T/CORE) (18)#11BZ12(L06+-L08) (18)#11BZ8A(L05-L09) (18)#9BZ8A(L09-L13) (16)#7BZ8A(L13-L15) (18)#11BZ9A(L05-L09) (18)#9BZ9A(L09-L13) REINFORCEMENTMARK (16)#7BZ9A(L13-L15) (18)#11BZ13(L05-L09) (18)#11BZ14(L05-L09) #11 @ 6" EFV02(L02-L05) #11 @ 6" EFV02(L05-L09) #9 @ 12" EFV02(L09-L13) #7 @ 12" EFV02(L13-L15) #7 @ 12"EFV02(L15-ROOF) #7 @ 12" EFV02(T/CORE) #11 @ 6" EFV03(P01-L02) #11 @ 6" EFV03(L02-L05) #11 @ 6" EFV03(L05-L09) #9 @ 12" EFV03(L09-L13) #7 @ 12" EFV03(L13-L15) #7 @12" EFV03(L15-T/CORE) #11 @ 6" EFV04(L02-L05) #11 @6" EFV04(L05-L09) #9 @ 12" EFV04(L09-L13) #7 @ 12" EFV04(L13-L15) #7 @ 12" EFV04(L15-T/CORE) #11 @ 6" EFV05(P01-L03) #11 @ 6" EFV05(L02-L05) #11 @ 6" EFV05(L05-L09) #9 @ 12" EFV05(L09-L13) #7 @ 12" EFV05(L13-L15) #7 @ 12" EFV05(L15-T/CORE) BZ2A(L05-L09) BZ2A(L09-L13) BZ2A(L13-L15) (18)-#11 (16)-#9 (16)-#7 V06(L09-L13) V06(L13-L15) V06(L15-T/CORE) V07(P01-L03) V07(L03-L05) V07(L05-L09) V07(L09-L13) V07(L13-L15) V07(L15-T/CORE) V08(P01-L03) V08(L03-L05) V08(L05-L09) V08(L09-L13) V08(L13-L15) V08(L15-T/CORE) #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF REINFORCEMENTMARK #6 @8" EFH2 #6 @12" EFH3 #5 @ 8" EFH4 #5 @ 12" EFH5 #6 @ 4" EFH1 #11 @6" EFV01(L02-L05) #11 @6" EFV01(L05-L09) #9 @ 12" EFV01(L09-L13) #7 @ 12" EFV01(L13-L15) #7@12" EFV01(L15-T/CORE) #11 @ 6" EFV01(P01-L02) #11 @ 6" EFV02(P01-L02) SCALE: 1/8" = 1'-0"1 WEST CORE WALL ELEVATION CW3 SCALE: 1/8" = 1'-0"2 WEST CORE WALL ELEVATION CW3 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:28:55 PM R1.S4.02 CORE WALL ELEVATION S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" R14R15 1 R1.S4.10 1 R1.S4.11 LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" 1 R1.S4.12 BZ5(P01-L03)** SEE NOTE 9 BZ4(P01-L03)** BZ5(L03-L05) BZ4(L02-L05) V04(L02-L05) BZ5(L09-L13) BZ4(L09-L13) V04(L09-L13) 3'-8"3'-8" SEE NOTE 10 10" 10'-2" 5'-0" 13'-0" 10" 113' - 9 1 / 1 6 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I LB-07 H2 BZ4(L06+-L09)V04(L06+-L09) BZ5(L06+-L09) H5 TH I S L E V E L NO L A P S P L I C E TH I S L E V E L NO L A P S P L I C E 4'-0"4'-0" 1 R1.S8.03 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" R14R15 1 R1.S4.13 1 R1.S4.14 TOP ROOF WEST 183' - 6" LEVEL 15+ WEST 161' - 11" 1 R1.S4.15 BZ5(L13-L15)BZ4(L13-L15) V04(L13-L15) H5 3'-8"3'-8" SEE NOTE 10 SEE NOTE 11 91' - 8 3 / 3 2 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I BZ5(L15-T/CORE)BZ4(L15-T/CORE) V04(L15-T/CORE) 3'-8"3'-8" 1 R1.S8.03 SHEAR WALL ELEVATION NOTES: 1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM SCHEDULE FOR DETAILING AND REINFORCEMENT 2. DENOTES WALL VERTICAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 3. DENOTES WALL HORIZONTAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN 7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. 8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT GRADES, TYP UON. 9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. 10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. 11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. 12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. 13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC SHEAR WALL. 14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL AND HOTEL BUIDLINGS. 15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. V-XX BZ-XX H-XX LB-XX SHEET NOTES R10R14R15 RH RJ CORE WALL KEY PLAN - WEST R11' REINFORCEMENTMARKREINFORCEMENTMARK REINFORCING SCHEDULE BZ1(P01-L03) BZ1(L03-L05) BZ1(L05-L09) BZ1(L09-L13) BZ1(L13-L15) BZ1(L15-T/CORE) BZ2(P01-L03) BZ2(L03-L05) BZ2(L05-L09) BZ2(L09-L13) BZ2(L13-L15) BZ2(T/CORE) BZ3(L03-L05) BZ4(P01-L03) BZ4(L03-L05) BZ4(L05-L09) BZ4(L13-L15) BZ4(L15-T/CORE) BZ5(P01-L03) BZ5(L03-L05) BZ5(L05-L09) BZ5(L13-L15) BZ5(15-T/CORE) BZ6(P01-L03) (101)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (14)-#7 (135)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (19)-#7 (19)-#7 (28)-#11 (179)-#11 (66)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 (83)-#11 (60)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF V06(P01-L03) V06(L02-L06+) V06(L05-L09) BZ2(L15-ROOF) BZ4(L09-L13) BZ5(B09-L13) BZ6(L03-L05) (33)-#11 BZ7(P01-L03) (24)-#11 (27)-#11 BZ7(L03-L05) (20)-#11 BZ1A(L05-L09) (18)-#11 BZ1A(L09-L13) (16)-#9 BZ1A(L13-L15) (16)-#7 (94)#11BZ8(P01-L03) (74)#11BZ8(L03-L05) (24)#11BZ8(L05-L09) (24)#9BZ8(L09-L13) (24)#7BZ8(L13-L15) (19)#7BZ8(L15-T/CORE) (100)#11BZ9(P01-L03) (86)#11BZ9(L03-L05) (24)#11BZ9(L05-L09) (24)#9BZ9(L09-L13) (24)#7BZ9(L13-L15) (14)#7BZ9(L15-T/CORE) (104)#11BZ10(P01-L03) (104)#11BZ10(L03-L05) (24)#11BZ10(L05-L09) (24)#9BZ10(L09-L13) (24)#7BZ10(L13-L15) (14)#7BZ10(L15-T/CORE) (90)#11BZ11(P01-L03) (90)#11BZ11(L03-L05) (24)#11BZ11(L05-L09) (24)#9BZ11(L09-L13) (24)#7BZ11(L13-L15) (14)#7BZ11(L15-T/CORE) (18)#11BZ12(L06+-L08) (18)#11BZ8A(L05-L09) (18)#9BZ8A(L09-L13) (16)#7BZ8A(L13-L15) (18)#11BZ9A(L05-L09) (18)#9BZ9A(L09-L13) REINFORCEMENTMARK (16)#7BZ9A(L13-L15) (18)#11BZ13(L05-L09) (18)#11BZ14(L05-L09) #11 @ 6" EFV02(L02-L05) #11 @ 6" EFV02(L05-L09) #9 @ 12" EFV02(L09-L13) #7 @ 12" EFV02(L13-L15) #7 @ 12"EFV02(L15-ROOF) #7 @ 12" EFV02(T/CORE) #11 @ 6" EFV03(P01-L02) #11 @ 6" EFV03(L02-L05) #11 @ 6" EFV03(L05-L09) #9 @ 12" EFV03(L09-L13) #7 @ 12" EFV03(L13-L15) #7 @12" EFV03(L15-T/CORE) #11 @ 6" EFV04(L02-L05) #11 @6" EFV04(L05-L09) #9 @ 12" EFV04(L09-L13) #7 @ 12" EFV04(L13-L15) #7 @ 12" EFV04(L15-T/CORE) #11 @ 6" EFV05(P01-L03) #11 @ 6" EFV05(L02-L05) #11 @ 6" EFV05(L05-L09) #9 @ 12" EFV05(L09-L13) #7 @ 12" EFV05(L13-L15) #7 @ 12" EFV05(L15-T/CORE) BZ2A(L05-L09) BZ2A(L09-L13) BZ2A(L13-L15) (18)-#11 (16)-#9 (16)-#7 V06(L09-L13) V06(L13-L15) V06(L15-T/CORE) V07(P01-L03) V07(L03-L05) V07(L05-L09) V07(L09-L13) V07(L13-L15) V07(L15-T/CORE) V08(P01-L03) V08(L03-L05) V08(L05-L09) V08(L09-L13) V08(L13-L15) V08(L15-T/CORE) #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF REINFORCEMENTMARK #6 @8" EFH2 #6 @12" EFH3 #5 @ 8" EFH4 #5 @ 12" EFH5 #6 @ 4" EFH1 #11 @6" EFV01(L02-L05) #11 @6" EFV01(L05-L09) #9 @ 12" EFV01(L09-L13) #7 @ 12" EFV01(L13-L15) #7@12" EFV01(L15-T/CORE) #11 @ 6" EFV01(P01-L02) #11 @ 6" EFV02(P01-L02) SCALE: 1/8" = 1'-0"1 WEST CORE WALL ELEVATION CW4 SCALE: 1/8" = 1'-0"2 WEST CORE WALL ELEVATION CW4 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:02 PM R1.S4.03 CORE WALL ELEVATION S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RH RJ 1 R1.S4.16 1 R1.S4.17 1 R1.S4.18 LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" BZ8(P01-L03) SEE NOTE 9 BZ11(P01-L03) V05(P01-L05) BZ8(L03-L05) BZ11(L03-L05) V05(L03-L05) BZ8(L09-L13) BZ11(L09-L13) V05(L09-L13) BZ8(L05-L09) V05(L05-L09) BZ12(L05-L09) BZ11(L05-L09) V05(L05-L09) V05(L05-L09) 11'-10"9'-10" H4 H2 116' - 7 1 / 4 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I 4'-0"4'-0" 4'-0" 4'-0" TH I S L E V E L NO L A P S P L I C E TH I S L E V E L NO L A P S P L I C E SHEAR WALL ELEVATION NOTES: 1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM SCHEDULE FOR DETAILING AND REINFORCEMENT 2. DENOTES WALL VERTICAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 3. DENOTES WALL HORIZONTAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN 7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. 8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT GRADES, TYP UON. 9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. 10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. 11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. 12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. 13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC SHEAR WALL. 14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL AND HOTEL BUIDLINGS. 15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. V-XX BZ-XX H-XX LB-XX SHEET NOTES R10R14R15 RH RJ CORE WALL KEY PLAN - WEST R11' ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" RH RJ 1 R1.S4.19 TOP ROOF WEST 183' - 6" 1 R1.S4.20 LEVEL 15+ WEST 161' - 11" SEE NOTE 11 BZ8(L15-T/CORE) BZ8(L15-T/CORE) BZ11(L15-T/CORE) BZ8(L13-L15) V05(L13-L15) BZ11(L13-L15)H5 H4 SE E N O T E 1 0 91' - 0 3 / 4 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I V05(L09-L13) 4'-0" 4'-0" 4'-0" 4'-0" REINFORCEMENTMARKREINFORCEMENTMARK REINFORCING SCHEDULE BZ1(P01-L03) BZ1(L03-L05) BZ1(L05-L09) BZ1(L09-L13) BZ1(L13-L15) BZ1(L15-T/CORE) BZ2(P01-L03) BZ2(L03-L05) BZ2(L05-L09) BZ2(L09-L13) BZ2(L13-L15) BZ2(T/CORE) BZ3(L03-L05) BZ4(P01-L03) BZ4(L03-L05) BZ4(L05-L09) BZ4(L13-L15) BZ4(L15-T/CORE) BZ5(P01-L03) BZ5(L03-L05) BZ5(L05-L09) BZ5(L13-L15) BZ5(15-T/CORE) BZ6(P01-L03) (101)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (14)-#7 (135)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (19)-#7 (19)-#7 (28)-#11 (179)-#11 (66)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 (83)-#11 (60)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF V06(P01-L03) V06(L02-L06+) V06(L05-L09) BZ2(L15-ROOF) BZ4(L09-L13) BZ5(B09-L13) BZ6(L03-L05) (33)-#11 BZ7(P01-L03) (24)-#11 (27)-#11 BZ7(L03-L05) (20)-#11 BZ1A(L05-L09) (18)-#11 BZ1A(L09-L13) (16)-#9 BZ1A(L13-L15) (16)-#7 (94)#11BZ8(P01-L03) (74)#11BZ8(L03-L05) (24)#11BZ8(L05-L09) (24)#9BZ8(L09-L13) (24)#7BZ8(L13-L15) (19)#7BZ8(L15-T/CORE) (100)#11BZ9(P01-L03) (86)#11BZ9(L03-L05) (24)#11BZ9(L05-L09) (24)#9BZ9(L09-L13) (24)#7BZ9(L13-L15) (14)#7BZ9(L15-T/CORE) (104)#11BZ10(P01-L03) (104)#11BZ10(L03-L05) (24)#11BZ10(L05-L09) (24)#9BZ10(L09-L13) (24)#7BZ10(L13-L15) (14)#7BZ10(L15-T/CORE) (90)#11BZ11(P01-L03) (90)#11BZ11(L03-L05) (24)#11BZ11(L05-L09) (24)#9BZ11(L09-L13) (24)#7BZ11(L13-L15) (14)#7BZ11(L15-T/CORE) (18)#11BZ12(L06+-L08) (18)#11BZ8A(L05-L09) (18)#9BZ8A(L09-L13) (16)#7BZ8A(L13-L15) (18)#11BZ9A(L05-L09) (18)#9BZ9A(L09-L13) REINFORCEMENTMARK (16)#7BZ9A(L13-L15) (18)#11BZ13(L05-L09) (18)#11BZ14(L05-L09) #11 @ 6" EFV02(L02-L05) #11 @ 6" EFV02(L05-L09) #9 @ 12" EFV02(L09-L13) #7 @ 12" EFV02(L13-L15) #7 @ 12"EFV02(L15-ROOF) #7 @ 12" EFV02(T/CORE) #11 @ 6" EFV03(P01-L02) #11 @ 6" EFV03(L02-L05) #11 @ 6" EFV03(L05-L09) #9 @ 12" EFV03(L09-L13) #7 @ 12" EFV03(L13-L15) #7 @12" EFV03(L15-T/CORE) #11 @ 6" EFV04(L02-L05) #11 @6" EFV04(L05-L09) #9 @ 12" EFV04(L09-L13) #7 @ 12" EFV04(L13-L15) #7 @ 12" EFV04(L15-T/CORE) #11 @ 6" EFV05(P01-L03) #11 @ 6" EFV05(L02-L05) #11 @ 6" EFV05(L05-L09) #9 @ 12" EFV05(L09-L13) #7 @ 12" EFV05(L13-L15) #7 @ 12" EFV05(L15-T/CORE) BZ2A(L05-L09) BZ2A(L09-L13) BZ2A(L13-L15) (18)-#11 (16)-#9 (16)-#7 V06(L09-L13) V06(L13-L15) V06(L15-T/CORE) V07(P01-L03) V07(L03-L05) V07(L05-L09) V07(L09-L13) V07(L13-L15) V07(L15-T/CORE) V08(P01-L03) V08(L03-L05) V08(L05-L09) V08(L09-L13) V08(L13-L15) V08(L15-T/CORE) #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF REINFORCEMENTMARK #6 @8" EFH2 #6 @12" EFH3 #5 @ 8" EFH4 #5 @ 12" EFH5 #6 @ 4" EFH1 #11 @6" EFV01(L02-L05) #11 @6" EFV01(L05-L09) #9 @ 12" EFV01(L09-L13) #7 @ 12" EFV01(L13-L15) #7@12" EFV01(L15-T/CORE) #11 @ 6" EFV01(P01-L02) #11 @ 6" EFV02(P01-L02) SCALE: 1/8" = 1'-0"1 EAST CORE WALL ELEVATION CW5 SCALE: 1/8" = 1'-0"2 EAST CORE WALL ELEVATION CW5 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:10 PM R1.S4.04 CORE WALL ELEVATION S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 1 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" R10 1 R1.S4.16 1 R1.S4.17 1 R1.S4.18 LEVEL 1R WEST 11' - 7" R11' LEVEL 06+ WEST 61' - 0" TY P 7' - 0 " 10" 10'-8" 5'-0" 12'-6" 10" 10" 9'-6" 7'-6" 11'-2" 10" 6" 28'-2" 6" BZ9 (P01-L03) SEE NOTE 9 BZ8(P01-L03) V06(P01-L03) BZ9(L09-L13) BZ8(L09-L13) BZ9(L05-L09) BZ8(L05-L09) H1 V06(L05-L09) BZ9(L03-L05)BZ7(L03-L05) V06(L03-L05) SE E N O T E 1 0 117' - 4 1 / 1 6 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I LB-04 LB-03 8'-0"8'-0"13'-10" V06(L05 -L09) BZ9A(L9-L13)BZ8A(L09-L13) BZ8A(L05-L09) V06(L05-L09) H1 H1 TH I S L E V E L NO L A P S P L I C E TH I S L E V E L NO L A P S P L I C E V06(L9-L13) V06(L9-L13) 3'-8" 3'-8"3'-8" 3'-8" 4'-0"2'-4"4'-0"4'-0"4'-0"4'-0" H3 H3 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" R10 1 R1.S4.19 TOP ROOF WEST 183' - 6" 1 R1.S4.20 R11' LEVEL 15+ WEST 161' - 11" TYP 6" TYP 9'-6" TYP 7'-6" TYP 11'-2"TYP 6" TY P 8' - 0 " 8' - 0 " 6" 19'-10" 3'-4" 5'-0" 6" H1 SEE NOTE 11 BZ9(L15-T/CORE) BZ8(L15-T/CORE)V06(L15-T/CORE) BZ9(L13-L15) BZ8(L13-L15) SE E N O T E 1 0 91' - 0 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I LB-04 LB-04 LB-04 LB-04 LB-04 LB-08 BZ9A(L13-L15) V06(L13-L15) BZ8A(L13-L15) V06(L13-L15) V06(L15-T/CORE) H3 H3 3'-8"3'-8"3'-8"3'-8" H3 H3 3'-2"16'-8" 6' - 6 " R1.S4.21 SHEAR WALL ELEVATION NOTES: 1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM SCHEDULE FOR DETAILING AND REINFORCEMENT 2. DENOTES WALL VERTICAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 3. DENOTES WALL HORIZONTAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN 7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. 8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT GRADES, TYP UON. 9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. 10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. 11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. 12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. 13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC SHEAR WALL. 14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL AND HOTEL BUIDLINGS. 15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. V-XX BZ-XX H-XX LB-XX SHEET NOTES R10R14R15 RH RJ CORE WALL KEY PLAN - WEST R11' REINFORCEMENTMARKREINFORCEMENTMARK REINFORCING SCHEDULE BZ1(P01-L03) BZ1(L03-L05) BZ1(L05-L09) BZ1(L09-L13) BZ1(L13-L15) BZ1(L15-T/CORE) BZ2(P01-L03) BZ2(L03-L05) BZ2(L05-L09) BZ2(L09-L13) BZ2(L13-L15) BZ2(T/CORE) BZ3(L03-L05) BZ4(P01-L03) BZ4(L03-L05) BZ4(L05-L09) BZ4(L13-L15) BZ4(L15-T/CORE) BZ5(P01-L03) BZ5(L03-L05) BZ5(L05-L09) BZ5(L13-L15) BZ5(15-T/CORE) BZ6(P01-L03) (101)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (14)-#7 (135)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (19)-#7 (19)-#7 (28)-#11 (179)-#11 (66)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 (83)-#11 (60)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF V06(P01-L03) V06(L02-L06+) V06(L05-L09) BZ2(L15-ROOF) BZ4(L09-L13) BZ5(B09-L13) BZ6(L03-L05) (33)-#11 BZ7(P01-L03) (24)-#11 (27)-#11 BZ7(L03-L05) (20)-#11 BZ1A(L05-L09) (18)-#11 BZ1A(L09-L13) (16)-#9 BZ1A(L13-L15) (16)-#7 (94)#11BZ8(P01-L03) (74)#11BZ8(L03-L05) (24)#11BZ8(L05-L09) (24)#9BZ8(L09-L13) (24)#7BZ8(L13-L15) (19)#7BZ8(L15-T/CORE) (100)#11BZ9(P01-L03) (86)#11BZ9(L03-L05) (24)#11BZ9(L05-L09) (24)#9BZ9(L09-L13) (24)#7BZ9(L13-L15) (14)#7BZ9(L15-T/CORE) (104)#11BZ10(P01-L03) (104)#11BZ10(L03-L05) (24)#11BZ10(L05-L09) (24)#9BZ10(L09-L13) (24)#7BZ10(L13-L15) (14)#7BZ10(L15-T/CORE) (90)#11BZ11(P01-L03) (90)#11BZ11(L03-L05) (24)#11BZ11(L05-L09) (24)#9BZ11(L09-L13) (24)#7BZ11(L13-L15) (14)#7BZ11(L15-T/CORE) (18)#11BZ12(L06+-L08) (18)#11BZ8A(L05-L09) (18)#9BZ8A(L09-L13) (16)#7BZ8A(L13-L15) (18)#11BZ9A(L05-L09) (18)#9BZ9A(L09-L13) REINFORCEMENTMARK (16)#7BZ9A(L13-L15) (18)#11BZ13(L05-L09) (18)#11BZ14(L05-L09) #11 @ 6" EFV02(L02-L05) #11 @ 6" EFV02(L05-L09) #9 @ 12" EFV02(L09-L13) #7 @ 12" EFV02(L13-L15) #7 @ 12"EFV02(L15-ROOF) #7 @ 12" EFV02(T/CORE) #11 @ 6" EFV03(P01-L02) #11 @ 6" EFV03(L02-L05) #11 @ 6" EFV03(L05-L09) #9 @ 12" EFV03(L09-L13) #7 @ 12" EFV03(L13-L15) #7 @12" EFV03(L15-T/CORE) #11 @ 6" EFV04(L02-L05) #11 @6" EFV04(L05-L09) #9 @ 12" EFV04(L09-L13) #7 @ 12" EFV04(L13-L15) #7 @ 12" EFV04(L15-T/CORE) #11 @ 6" EFV05(P01-L03) #11 @ 6" EFV05(L02-L05) #11 @ 6" EFV05(L05-L09) #9 @ 12" EFV05(L09-L13) #7 @ 12" EFV05(L13-L15) #7 @ 12" EFV05(L15-T/CORE) BZ2A(L05-L09) BZ2A(L09-L13) BZ2A(L13-L15) (18)-#11 (16)-#9 (16)-#7 V06(L09-L13) V06(L13-L15) V06(L15-T/CORE) V07(P01-L03) V07(L03-L05) V07(L05-L09) V07(L09-L13) V07(L13-L15) V07(L15-T/CORE) V08(P01-L03) V08(L03-L05) V08(L05-L09) V08(L09-L13) V08(L13-L15) V08(L15-T/CORE) #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF REINFORCEMENTMARK #6 @8" EFH2 #6 @12" EFH3 #5 @ 8" EFH4 #5 @ 12" EFH5 #6 @ 4" EFH1 #11 @6" EFV01(L02-L05) #11 @6" EFV01(L05-L09) #9 @ 12" EFV01(L09-L13) #7 @ 12" EFV01(L13-L15) #7@12" EFV01(L15-T/CORE) #11 @ 6" EFV01(P01-L02) #11 @ 6" EFV02(P01-L02) SCALE: 1/8" = 1'-0"1 EAST CORE WALL ELEVATION CW6 SCALE: 1/8" = 1'-0"2 EAST CORE WALL ELEVATION CW6 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:17 PM R1.S4.05 CORE WALL ELEVATION S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 SHEAR WALL ELEVATION NOTES: 1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM SCHEDULE FOR DETAILING AND REINFORCEMENT 2. DENOTES WALL VERTICAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 3. DENOTES WALL HORIZONTAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN 7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. 8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT GRADES, TYP UON. 9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. 10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. 11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. 12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. 13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC SHEAR WALL. 14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL AND HOTEL BUIDLINGS. 15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. V-XX BZ-XX H-XX LB-XX SHEET NOTES R10R14R15 RH RJ CORE WALL KEY PLAN - WEST R11' LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RHRJ 1 R1.S4.16 1 R1.S4.17 1 R1.S4.18 LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" 1'-10" 12'-8" 6'-8" 10'-8" 3'-10" TY P 8' - 0 " BZ10(P01-L03) SEE NOTE 9 BZ9(P01-L03) V07(P01-L02) BZ10(L09-L13)BZ9(L09-L13) BZ9(L05-L09) H1 H2 V07(L02-L03) BZ9(L03-L05) BZ10(L03-L05) V07(L09-L13) SE E N O T E 1 0 115' - 1 1 1 / 4 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I 4'-0" BZ10(L05-L09) V07(L05-L09) TH I S L E V E L NO L A P S P L I C E TH I S L E V E L NO L A P S P L I C E 4'-0"4'-0" H1 4'-0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" RH RJ 1 R1.S4.19 TOP ROOF WEST 183' - 6" 1 R1.S4.20 LEVEL 15+ WEST 161' - 11"TY P 8' - 0 " 1'-10"5'-2" 7'-6" 17'-4 1/2" 4'-0" BZ9(L15-T/CORE) H4 H4 H3 BZ9(L09-L13) V07(L09-L13) BZ10(L09-L13) V07(L15-T/CORE) BZ10(L15-T/CORE) SE E N O T E 1 0 SEE NOTE 11 91' - 0 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I 4'-0"4'-0" BZ10(L13-L15) BZ9(L13-L15) V07(L13-L15) REINFORCEMENTMARKREINFORCEMENTMARK REINFORCING SCHEDULE BZ1(P01-L03) BZ1(L03-L05) BZ1(L05-L09) BZ1(L09-L13) BZ1(L13-L15) BZ1(L15-T/CORE) BZ2(P01-L03) BZ2(L03-L05) BZ2(L05-L09) BZ2(L09-L13) BZ2(L13-L15) BZ2(T/CORE) BZ3(L03-L05) BZ4(P01-L03) BZ4(L03-L05) BZ4(L05-L09) BZ4(L13-L15) BZ4(L15-T/CORE) BZ5(P01-L03) BZ5(L03-L05) BZ5(L05-L09) BZ5(L13-L15) BZ5(15-T/CORE) BZ6(P01-L03) (101)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (14)-#7 (135)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (19)-#7 (19)-#7 (28)-#11 (179)-#11 (66)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 (83)-#11 (60)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF V06(P01-L03) V06(L02-L06+) V06(L05-L09) BZ2(L15-ROOF) BZ4(L09-L13) BZ5(B09-L13) BZ6(L03-L05) (33)-#11 BZ7(P01-L03) (24)-#11 (27)-#11 BZ7(L03-L05) (20)-#11 BZ1A(L05-L09) (18)-#11 BZ1A(L09-L13) (16)-#9 BZ1A(L13-L15) (16)-#7 (94)#11BZ8(P01-L03) (74)#11BZ8(L03-L05) (24)#11BZ8(L05-L09) (24)#9BZ8(L09-L13) (24)#7BZ8(L13-L15) (19)#7BZ8(L15-T/CORE) (100)#11BZ9(P01-L03) (86)#11BZ9(L03-L05) (24)#11BZ9(L05-L09) (24)#9BZ9(L09-L13) (24)#7BZ9(L13-L15) (14)#7BZ9(L15-T/CORE) (104)#11BZ10(P01-L03) (104)#11BZ10(L03-L05) (24)#11BZ10(L05-L09) (24)#9BZ10(L09-L13) (24)#7BZ10(L13-L15) (14)#7BZ10(L15-T/CORE) (90)#11BZ11(P01-L03) (90)#11BZ11(L03-L05) (24)#11BZ11(L05-L09) (24)#9BZ11(L09-L13) (24)#7BZ11(L13-L15) (14)#7BZ11(L15-T/CORE) (18)#11BZ12(L06+-L08) (18)#11BZ8A(L05-L09) (18)#9BZ8A(L09-L13) (16)#7BZ8A(L13-L15) (18)#11BZ9A(L05-L09) (18)#9BZ9A(L09-L13) REINFORCEMENTMARK (16)#7BZ9A(L13-L15) (18)#11BZ13(L05-L09) (18)#11BZ14(L05-L09) #11 @ 6" EFV02(L02-L05) #11 @ 6" EFV02(L05-L09) #9 @ 12" EFV02(L09-L13) #7 @ 12" EFV02(L13-L15) #7 @ 12"EFV02(L15-ROOF) #7 @ 12" EFV02(T/CORE) #11 @ 6" EFV03(P01-L02) #11 @ 6" EFV03(L02-L05) #11 @ 6" EFV03(L05-L09) #9 @ 12" EFV03(L09-L13) #7 @ 12" EFV03(L13-L15) #7 @12" EFV03(L15-T/CORE) #11 @ 6" EFV04(L02-L05) #11 @6" EFV04(L05-L09) #9 @ 12" EFV04(L09-L13) #7 @ 12" EFV04(L13-L15) #7 @ 12" EFV04(L15-T/CORE) #11 @ 6" EFV05(P01-L03) #11 @ 6" EFV05(L02-L05) #11 @ 6" EFV05(L05-L09) #9 @ 12" EFV05(L09-L13) #7 @ 12" EFV05(L13-L15) #7 @ 12" EFV05(L15-T/CORE) BZ2A(L05-L09) BZ2A(L09-L13) BZ2A(L13-L15) (18)-#11 (16)-#9 (16)-#7 V06(L09-L13) V06(L13-L15) V06(L15-T/CORE) V07(P01-L03) V07(L03-L05) V07(L05-L09) V07(L09-L13) V07(L13-L15) V07(L15-T/CORE) V08(P01-L03) V08(L03-L05) V08(L05-L09) V08(L09-L13) V08(L13-L15) V08(L15-T/CORE) #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF REINFORCEMENTMARK #6 @8" EFH2 #6 @12" EFH3 #5 @ 8" EFH4 #5 @ 12" EFH5 #6 @ 4" EFH1 #11 @6" EFV01(L02-L05) #11 @6" EFV01(L05-L09) #9 @ 12" EFV01(L09-L13) #7 @ 12" EFV01(L13-L15) #7@12" EFV01(L15-T/CORE) #11 @ 6" EFV01(P01-L02) #11 @ 6" EFV02(P01-L02) SCALE: 1/8" = 1'-0"1 EAST CORE WALL ELEVATION CW7 SCALE: 1/8" = 1'-0"2 EAST CORE WALL ELEVATION CW7 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:24 PM R1.S4.06 CORE WALL ELEVATION S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" R10 1 R1.S4.16 1 R1.S4.17 1 R1.S4.18 LEVEL 1R WEST 11' - 7" R11' LEVEL 06+ WEST 61' - 0" TYP 10" TYP 12'-6" TYP 5'-0" TYP 10'-6" TYP 1'-0" TY P 7' - 0 " BZ11(P01-L03) SEE NOTE 9 BZ10(P01-L03) V08(P01-L02) BZ11(L09-L13)BZ10(L09-L13) BZ11(L05-L09) BZ7(L05-L09) H1 V08(L05-L09) BZ10(L05-L09) H3 H2 V08(L09-L13) SE E N O T E 1 0 116' - 0 1 / 1 6 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I LB-09 LB-09 LB-09 LB-09 3'-8"3'-8" 4'-0"4'-0"4'-0"4'-0" BZ10(L03-L05) BZ11(L03-L05) BZ11(L05-L09) V10(L05-L09) BZ14(L05-L09) TH I S L E V E L NO L A P S P L I C E TH I S L E V E L NO L A P S P L I C E H2 H2 ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" R10 1 R1.S4.19 TOP ROOF WEST 183' - 6" 1 R1.S4.20 R11' LEVEL 15+ WEST 161' - 11" BZ11(L09-L13) BZ10(L09-L13) H5 V08(L09-L13) H3 BZ10(L15-T/CORE) V08(L15-T/CORE) BZ11(L15-T/CORE) BZ10(L13-L15)V08(L13-L15) BZ11(L13-L15) SE E N O T E 1 0 SEE NOTE 11 91' - 0 " CO N C R E T E S T R E N G T H , f ' c = 8 K S I 3'-8"3'-8" SHEAR WALL ELEVATION NOTES: 1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM SCHEDULE FOR DETAILING AND REINFORCEMENT 2. DENOTES WALL VERTICAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 3. DENOTES WALL HORIZONTAL REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. SEE REINFORCING SCHEDULE 5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN 7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. 8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT GRADES, TYP UON. 9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. 10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. 11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. 12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. 13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC SHEAR WALL. 14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL AND HOTEL BUIDLINGS. 15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. V-XX BZ-XX H-XX LB-XX SHEET NOTES R10R14R15 RH RJ CORE WALL KEY PLAN - WEST R11' REINFORCEMENTMARKREINFORCEMENTMARK REINFORCING SCHEDULE BZ1(P01-L03) BZ1(L03-L05) BZ1(L05-L09) BZ1(L09-L13) BZ1(L13-L15) BZ1(L15-T/CORE) BZ2(P01-L03) BZ2(L03-L05) BZ2(L05-L09) BZ2(L09-L13) BZ2(L13-L15) BZ2(T/CORE) BZ3(L03-L05) BZ4(P01-L03) BZ4(L03-L05) BZ4(L05-L09) BZ4(L13-L15) BZ4(L15-T/CORE) BZ5(P01-L03) BZ5(L03-L05) BZ5(L05-L09) BZ5(L13-L15) BZ5(15-T/CORE) BZ6(P01-L03) (101)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (14)-#7 (135)-#11 (72)-#11 (26)-#11 (26)-#9 (26)-#7 (19)-#7 (19)-#7 (28)-#11 (179)-#11 (66)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 (83)-#11 (60)-#11 (28)-#11 (28)-#9 (28)-#7 (16)-#7 #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF V06(P01-L03) V06(L02-L06+) V06(L05-L09) BZ2(L15-ROOF) BZ4(L09-L13) BZ5(B09-L13) BZ6(L03-L05) (33)-#11 BZ7(P01-L03) (24)-#11 (27)-#11 BZ7(L03-L05) (20)-#11 BZ1A(L05-L09) (18)-#11 BZ1A(L09-L13) (16)-#9 BZ1A(L13-L15) (16)-#7 (94)#11BZ8(P01-L03) (74)#11BZ8(L03-L05) (24)#11BZ8(L05-L09) (24)#9BZ8(L09-L13) (24)#7BZ8(L13-L15) (19)#7BZ8(L15-T/CORE) (100)#11BZ9(P01-L03) (86)#11BZ9(L03-L05) (24)#11BZ9(L05-L09) (24)#9BZ9(L09-L13) (24)#7BZ9(L13-L15) (14)#7BZ9(L15-T/CORE) (104)#11BZ10(P01-L03) (104)#11BZ10(L03-L05) (24)#11BZ10(L05-L09) (24)#9BZ10(L09-L13) (24)#7BZ10(L13-L15) (14)#7BZ10(L15-T/CORE) (90)#11BZ11(P01-L03) (90)#11BZ11(L03-L05) (24)#11BZ11(L05-L09) (24)#9BZ11(L09-L13) (24)#7BZ11(L13-L15) (14)#7BZ11(L15-T/CORE) (18)#11BZ12(L06+-L08) (18)#11BZ8A(L05-L09) (18)#9BZ8A(L09-L13) (16)#7BZ8A(L13-L15) (18)#11BZ9A(L05-L09) (18)#9BZ9A(L09-L13) REINFORCEMENTMARK (16)#7BZ9A(L13-L15) (18)#11BZ13(L05-L09) (18)#11BZ14(L05-L09) #11 @ 6" EFV02(L02-L05) #11 @ 6" EFV02(L05-L09) #9 @ 12" EFV02(L09-L13) #7 @ 12" EFV02(L13-L15) #7 @ 12"EFV02(L15-ROOF) #7 @ 12" EFV02(T/CORE) #11 @ 6" EFV03(P01-L02) #11 @ 6" EFV03(L02-L05) #11 @ 6" EFV03(L05-L09) #9 @ 12" EFV03(L09-L13) #7 @ 12" EFV03(L13-L15) #7 @12" EFV03(L15-T/CORE) #11 @ 6" EFV04(L02-L05) #11 @6" EFV04(L05-L09) #9 @ 12" EFV04(L09-L13) #7 @ 12" EFV04(L13-L15) #7 @ 12" EFV04(L15-T/CORE) #11 @ 6" EFV05(P01-L03) #11 @ 6" EFV05(L02-L05) #11 @ 6" EFV05(L05-L09) #9 @ 12" EFV05(L09-L13) #7 @ 12" EFV05(L13-L15) #7 @ 12" EFV05(L15-T/CORE) BZ2A(L05-L09) BZ2A(L09-L13) BZ2A(L13-L15) (18)-#11 (16)-#9 (16)-#7 V06(L09-L13) V06(L13-L15) V06(L15-T/CORE) V07(P01-L03) V07(L03-L05) V07(L05-L09) V07(L09-L13) V07(L13-L15) V07(L15-T/CORE) V08(P01-L03) V08(L03-L05) V08(L05-L09) V08(L09-L13) V08(L13-L15) V08(L15-T/CORE) #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF #11 @ 6" EF #11 @ 6" EF #11 @ 6" EF #9 @ 12" EF #7 @ 12" EF #7 @ 12" EF REINFORCEMENTMARK #6 @8" EFH2 #6 @12" EFH3 #5 @ 8" EFH4 #5 @ 12" EFH5 #6 @ 4" EFH1 #11 @6" EFV01(L02-L05) #11 @6" EFV01(L05-L09) #9 @ 12" EFV01(L09-L13) #7 @ 12" EFV01(L13-L15) #7@12" EFV01(L15-T/CORE) #11 @ 6" EFV01(P01-L02) #11 @ 6" EFV02(P01-L02) SCALE: 1/8" = 1'-0"1 EAST CORE WALL ELEVATION CW8 SCALE: 1/8" = 1'-0"2 EAST CORE WALL ELEVATION CW8 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:32 PM R1.S4.07 CORE WALL ELEVATION S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 R14R15 RH RJ BZ1 BZ2 BZ4BZ5 BZ 7 CW 1 CW 3 CW2 CW4 BZ 6 ALL TIES IN BZ #6@4" OC VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC ALL TIES IN BZ #6@4" OC VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC 2 EQ SPACES 2 E Q S P A C E S 8 E Q S P A C E S LEVEL 01 OP E N I N G A T 10 E Q S P A C E S 21 E Q S P A C E S 2 E Q S P A C E S 2 EQ SPACES21 EQ SPACES21 EQ SPACES 2 E Q S P A C E S 10 E Q S P A C E S 8 E Q S P A C E S LEVEL 01 OP E N I N G A T 17 EQ SPACES SPACES 2 E Q 34 E Q S P A C E S 2 EQ SPACES ALL TIES IN BZ #6@4" OC VERT REINF PER SCHED ON ELEV, TYP UON #6@4" OC ALTERNATE HOOK #6@4" OC ALTERNATE HOOK HORIZ REINF PER SCHED ON ELEV, TYP UON SPACES 2 EQ23 EQ SPACES TYP 6"MAX #6@4" OC ALTERNATE HOOK VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON OP E N I N G A T L E V E L 1 MAX 6" NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:39 PM R1.S4.10 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 WEST CORE WALL REINFORCING PLAN P01-L03 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R14R15 RH RJ BZ1 BZ2 BZ4 CW 1 CW 3 CW2 CW4BZ5 8 E Q S P A C E S 2 E Q S P A C E S 2 EQ SPACES 17 EQ SPACES 23 EQ SPACES SPACES 2 EQ SPACES 2 E Q 5 E Q S P A C E S VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@4" OC ALL TIES IN BZ #6@4" OC 12 E Q S P A C E S 10 E Q S P A C E S 2 E Q S P A C E S 2 EQ SPACES21 EQ SPACES21 EQ SPACES2 EQ SPACES 2 E Q S P A C E S 10 E Q S P A C E S 8 E Q S P A C E S 10 E Q S P A C E S BZ 6 B Z 7 BZ 3 #6@8" OC ALTERNATE HOOK TYP 6"MAX R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:46 PM R1.S4.11 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 WEST CORE WALL REINFORCING PLAN L03-L05 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R14R15 RH RJ BZ1A 4 E Q S P A C E S SPACES 2 E Q ALL TIES IN BZ #6@4" OC CW4 CW2 CW 3 CW 1 HORIZ REINF PER SCHED ON ELEV, TYP UON SPACES 2 EQ 4 EQ SPACES 7 EQ SPACES VERT REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@8" OC ALL TIES IN BZ #6@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@4" OC 4 E Q S P A C E S SPACES 2 E Q SPACES 2 E Q 5 E Q S P A C E S SPACES 2 EQ 4 EQ SPACES 4 EQ SPACES SPACES 2 EQ 5 E Q S P A C E S SPACES 2 E Q BZ5 BZ4 BZ2ABZ1 BZ2 SPACES 2 EQ7 EQ SPACES 4 EQ SPACES 0' - 1 9 / 1 6 " 2" CLEAR TO TIES AT LEVEL 07 & ABOVE AT EXT FACE OF "CW4" #6@8" OC ALTERNATE HOOK VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK TYP 6"MAX TYP 6"MAX TYP 6"MAX R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:53 PM R1.S4.12 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 WEST CORE WALL REINFORCING PLAN L05-L09 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R14R15 RH RJ BZ1A CW4 CW2 CW 3 CW 1 BZ5 BZ4 BZ2ABZ1 BZ2 ALL TIES IN BZ #6@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK ALL TIES IN BZ #5@8" OC ALL TIES IN BZ #5@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK HORIZ REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@8" OC 4 EQ SPACES 4 EQ SPACES SPACES 2 EQ 4 EQ SPACES SPACES 2 EQ SPACES 2 E Q 5 E Q S P A C E S VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON 4 E Q S P A C E S SPACES 2 E Q 4 EQ SPACES 4 E Q S P A C E S SPACES 2 E Q SPACES 2 E Q 5 E Q S P A C E S #6@8" OC ALTERNATE HOOK VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK 2" CLEAR TO TIES AT EXT FACE OF "CW4" 0' - 1 9 / 1 6 " TYP 6"MAX SPACES 2 EQ 7 EQ SPACES 7 EQ SPACES SPACES 2 EQ R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:29:59 PM R1.S4.13 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 WEST CORE WALL REINFORCING PLAN L09-L13 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R14R15 RH RJ BZ1A CW4 CW2 CW 3 CW 1 BZ5 BZ4 BZ2ABZ1 BZ2 ALL TIES IN BZ #6@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK ALL TIES IN BZ #5@8" OC ALL TIES IN BZ #5@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK HORIZ REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@8" OC 4 EQ SPACES 4 EQ SPACES SPACES 2 EQ 4 EQ SPACES SPACES 2 EQ SPACES 2 E Q 5 E Q S P A C E S VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON 4 E Q S P A C E S SPACES 2 E Q 4 EQ SPACES 4 E Q S P A C E S SPACES 2 E Q SPACES 2 E Q 5 E Q S P A C E S #6@8" OC ALTERNATE HOOK VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK 2" CLEAR TO TIES AT EXT FACE OF "CW4" 0' - 1 9 / 1 6 " TYP 6"MAX SPACES 2 EQ 7 EQ SPACES 7 EQ SPACES SPACES 2 EQ R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:30:05 PM R1.S4.14 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 WEST CORE WALL REINFORCING PLAN L13-L15 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 R14R15 RH RJ BZ1 BZ5 BZ4 BZ2 TLS,TYP 2 EQ SPACES SPACES 2 EQ SPACES 2 E Q 3 E Q S P A C E S TL S , T Y P TL S , T Y P 2 E Q S P A C E S SPACES 2 E Q TLS,TYP TLS,TYP SP A C E S 2 E Q 2 E Q S P A C E S SPACES 2 E Q 3 E Q S P A C E S TLS,TYP TL S , T Y P 2 EQ SPACES SPACES 2 EQ TL S , T Y P HORIZ REINF PER SCHED ON ELEV, TYP UON MATCH SIZE AND SPACING OF HORIZONTAL BARS, TYP VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON MATCH SIZE AND SPACING OF HORIZONTAL BARS, TYP MATCH SIZE AND SPACING OF HORIZONTAL BARS, TYP MATCH SIZE AND SPACING OF HORIZONTAL BARS, TYP VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON CW4 CW2 CW 3 CW 1 2 EQ SPACES HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON 0' - 2 7/16" 2" CLR TYP @ EXT FACE OF WALLS NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:30:12 PM R1.S4.15 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 1/2" = 1'-0" WEST CORE WALL REINFORCING PLAN L15 TO T/CORE1 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 R10 RH RJ R11' BZ8 BZ11 BZ10 BZ9CW6 CW8 CW 5 CW 7 ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #6@4" OC ALTERNATE HOOK VERT REINF PER SCHED ON ELEV, TYP UON ALL TIES IN BZ #6@4" OC ALL TIES IN BZ #6@4" OC ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #6@4" OC ALTERNATE HOOKVERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON #6@4" OC ALTERNATE HOOK VERT REINF PER SCHED ON ELEV, TYP UON 20 EQ SPACES SPACES 2 EQ SPACES 2 E Q 2 5 E Q S P A C E S 27 E Q S P A C E S SPACES 2 E Q 20 EQ SPACES SPACES 2 EQ SPACES 2 EQ 23 EQ SPACES SPACES 2 E Q 1 7 E Q S P A C E S 19 E Q S P A C E S SPACES 2 E Q SPACES 2 EQ 23 EQ SPACES TYP 6" M A X #6@4" OC ALTERNATE HOOK VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON OP E N I N G A T L E V E L L 1 NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:30:19 PM R1.S4.16 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 EAST CORE WALL REINFORCING PLAN P01-L03 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 R10 RH RJ R11' ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@4" OC ALL TIES IN BZ #6@4" OC ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK CW6 CW8 CW 5 CW 7 BZ8 BZ11 BZ10 BZ9 VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK SPACES 2 EQ SPACES 2 E Q 2 5 E Q S P A C E S 27 E Q S P A C E S SPACES 2 E Q 20 EQ SPACES SPACES 2 EQ SPACES 2 EQ 23 EQ SPACES SPACES 2 E Q 1 7 E Q S P A C E S 19 E Q S P A C E S SPACES 2 E Q SPACES 2 EQ 13 EQ SPACES13 EQ SPACES TYP 6"MAX NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:30:26 PM R1.S4.17 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 EAST CORE WALL REINFORCING PLAN L03-L05 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 R10 RH RJ R11' ALL TIES IN BZ #6@4" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@4" OC ALL TIES IN BZ #6@8" OC ALL TIES IN BZ #6@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK CW6 CW8 CW 5 CW 7 BZ8 BZ11 BZ10 BZ9 VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK SPACES 2 EQ SPACES 2 E Q BZ8A BZ9A BZ 1 2 BZ14 BZ13 7E Q S P A C E S SPACES 4E Q SPACES 2E Q SPACES 2EQ 4EQ SPACES 7 EQ SPACES 7 EQ SPACES 4EQ SPACES SPACES 2EQ SPACES 2E Q SPACES 4E Q 4E Q S P A C E S SPACES 2E Q 4EQ SPACES SPACES 2EQ7EQ SPACES7EQ SPACES 4E Q S P A C E S 4EQ SPACES #5@8" OC ALTERNATE HOOK #5@8" OC ALTERNATE HOOK HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON 0' - 2 7 / 1 6 " 2" CLEAR TO TIES AT LEVEL 07 & ABOVE AT EXT FACE OF "CW8" TYP 6" M A X 4' - 0 " NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:30:33 PM R1.S4.18 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 EAST CORE WALL REINFORCING PLAN L05-L09 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 R10 RH RJ R11' ALL TIES IN BZ #6@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@8" OC ALL TIES IN BZ #5@8" OC ALL TIES IN BZ #5@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK CW6 CW8 CW 5 CW 7 BZ8 BZ11 BZ10 BZ9 VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK SPACES 2 EQ SPACES 2 E Q BZ8A BZ9A 4E Q S P A C E S SPACES 2E Q SPACES 2EQ 4EQ SPACES 7EQ SPACES 7EQ SPACES 4EQ SPACES SPACES 2EQ SPACES 2E Q 4 E Q S P A C E S 4E Q S P A C E S SPACES 2E Q 3EQ SPACES SPACES 2EQ 4E Q S P A C E S 3EQ SPACES #5@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON 0' - 2 7 / 1 6 " 2" CLEAR TO TIES AT EXT FACE OF "CW8" TYP 6" M A X NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:30:40 PM R1.S4.19 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 EAST CORE WALL REINFORCING PLAN L09-L13 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 R10 RH RJ R11' ALL TIES IN BZ #6@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@8" OC ALL TIES IN BZ #5@8" OC ALL TIES IN BZ #5@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK CW6 CW8 CW 5 CW 7 BZ8 BZ11 BZ10 BZ9 VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #5@8" OC ALTERNATE HOOK SPACES 2 EQ SPACES 2 E Q BZ8A BZ9A 4E Q S P A C E S SPACES 2E Q SPACES 2EQ 4EQ SPACES 7EQ SPACES 7EQ SPACES 4EQ SPACES SPACES 2EQ SPACES 2E Q 4 E Q S P A C E S 4E Q S P A C E S SPACES 2E Q 3EQ SPACES SPACES 2EQ 4E Q S P A C E S 3EQ SPACES #5@8" OC ALTERNATE HOOK ALL TIES IN BZ #6@8" OC HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON #6@8" OC ALTERNATE HOOK 2" CLEAR TO TIES AT LEVEL 07 & ABOVE AT EXT FACE OF "CW8" 0' - 2 7 / 1 6 " TYP 6"MAX NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:30:48 PM R1.S4.20 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 EAST CORE WALL REINFORCING PLAN L13-L15 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 CW 1 / R 1 . S 4 . 0 0 CW2/ R1.S4.01 CW 3 / R 1 . S 4 . 0 2 CW4/ R1.S4.03 CW 5 / R 1 . S 4 . 0 4 CW6/ R1.S4.05 CW 7 / R 1 . S 4 . 0 6 CW8/ R1.S4.07 R10 RH RJ R11' CW6 CW8 CW 5 CW 7 BZ8 BZ11 BZ10 BZ9 2EQ SPACES SPACES 2EQ 2E Q S P A C E S SP A C E S 2E Q 2E Q S P A C E S SPACES 2E Q 2EQ SPACES 4EQ SPACES 2EQ SPACES SPACES 2EQ 2E Q S P A C E S S P A C E S 2E Q 2E Q S P A C E S SP A C E S 2E Q 2EQ SPACES SPACES 2EQ TLS, TYP TL S , T Y P TL S , T Y P TLS, TYP TLS, TYP TL S , T Y P TL S , T Y P TLS, TYP HORIZ REINF PER SCHED ON ELEV, TYP UON MATCH SIZE AND SPACING OF HORIZONTAL BARS, TYP MATCH SIZE AND SPACING OF HORIZONTAL BARS, TYP MATCH SIZE AND SPACING OF HORIZONTAL BARS, TYP MATCH SIZE AND SPACING OF HORIZONTAL BARS, TYP VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON HORIZ REINF PER SCHED ON ELEV, TYP UON VERT REINF PER SCHED ON ELEV, TYP UON 2" CLEAR TO TIES AT LEVEL 07 & ABOVE AT EXT FACE OF "CW8" 0' - 2 1 / 4 " 4' - 0 " NOTES: 1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. 2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN BOUNDARY ZONES. 3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS SHALL BE 10'-0". 4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. 5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. 6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. 7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. 8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES 9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE 12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 CORE WALL KEY PLAN - WEST R11' SHEET NOTES T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:30:54 PM R1.S4.21 ENLARGED CORE WALL REINFORCEMENT PLAN S21043.00 SCALE: 1/2" = 1'-0"1 EAST CORE WALL REINFORCING PLAN L15-T/CORE A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 A ADDITIONAL BARS (SIZE TO MATCH INTERRUPTED BARS) ADD 1/2 THE NUMBER OF BARS INTERRUPTED BY OPENING + 1 ON EACH FACE TO EACH SIDE OF OPENING 1-#4 x 4'-0" EF (8 TOTAL) INTERRUPTED BAR 1-#4 x 2'-6" EF (8 TOTAL) FOR OPENINGS GREATER THAN 4" ONE HORIZONTAL BAR EF MAY BE INTERRUPTED NOTES: 1. SHEARWALL PENETRATIONS ARE SHOWN ON THE SHEARWALL ELEVATIONS ADDITIONAL PENETRATIONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE SER 2. FOR OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS, CONTRACTOR TO SUBMIT LOCATIONS AND SPACING TO SER FOR WRITTEN APPROVAL 3. OPENINGS SHALL NOT BE LOCATED WITHIN BOUNDARY ZONE (BZ) REGION OF SHEAR WALL UNLESS APPROVED IN WRITING BY THE SER #4 U-BARS TO MATCH SPACING OF INTERRUPTED BARS OPENING LESS THAN 10" OPENING 10" TO 30" 2"TYP TYPICAL LTS + H 2"TYP ADJUST SPACING TO ACCOMMODATE OPENING WITHOUT CUTTING VERTICAL BARS LTS TYP PROVIDE ADDITIONAL BARS (SIZE TO MATCH INTERRUPTED BARS) H W BAR SPACING 4" TYPICAL VERTICAL BA R S P A C I N G 4" T Y P I C A L HO R I Z O N T A L TY P I C A L LT S + W 2"TYPTYPICAL UNINTERRUPTED WALL REINFORCEMENT NOT SHOWN FOR CLARITY. ADJUST WALL REINFORCEMENT TO MINIMIZE NUMBER OF INTERRUPTED BARS VERTICAL BAR SEE SHEARWALL SCHEDULE ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE HORIZONTAL BAR SEE SHEARWALL SCHEDULE FIRST POUR LTS 0" T Y P .. SECOND POUR NOTE: 1. VERTICAL CONSTRUCTION JOINTS AS INDICATED ON PLAN OR GENERAL NOTES ADDITIONAL JOINTS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY SER KE Y P L A N T SE E S H E A R W A L L WALL BARS SEE SCHEDULE CONCRETE SLAB SEE PLAN . T/SLAB EL SEE PLAN OR SCHEDULE T SEE PLAN 6" ROUGHEN TO 1/4" AMPLITUDE MA X 1 1 / 2 " SE E S C H E D U L E LA P S P L I C E PROVIDE 90 DEGREE STANDARD HOOK IF Ld GREATER THAN SUPPORTING MEMBER DEPTH MINUS 3 INCHES ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE SHEARWALL DOWELS SEE SCHEDULE TIES SEE SHEARWALL SCHEDULE HORIZONTAL REINFORCEMENT SEE SCHEDULE VERTICAL REINFORCEMENT SEE SCHEDULE SUPPORTING MEMBER T/SUPPORT EL SEE PLAN LT S KEY PLAN SEE SHEARWALL CLR 1" CLR 1" BOTT MAT OF REINF 0' - 1 1 / 4 " 0' - 1 1 / 4 " CLEAR COVER FOR THESE COLLECTOR BARS: BARS SIZE TO BE MAX OF COLLECTOR BARS SIZE (PER PLAN) SHEAR WALL VERTICAL WALL REINFORCEMENT WALL HORIZONTAL REINF NOT SHOWN FOR CLARITY STRUCTURAL SLAB COLLECTOR REINFORCEMENT PER SLAB REINFORCEMENT PLANS. COLLECTORS CONSISTING OF FOUR BARS TO USE ONLY THE FOUR OUTER BARS SHOWN IN THIS DETAIL A SECTION BOUNDARY ZONE TIES COLLECTOR REINFORCEMENT PER SLAB REINFORCEMENT PLANS VERTICAL WALL REINFORCEMENT HORIZONTAL WALL REINFORCEMENT ADDITIONAL HORIZONTAL REINFORCEMENT, COUPLED TO COLLECTOR BARS ONE TO ONE, MATCHING DIAMETER OF COLLECTOR BARS PARTIAL PLAN OF WALL AT SLAB LEVEL MECHANICAL COUPLERS TO DEVELOP 125% OF YIELD STRENGTH (fy) OF BAR-SUBMIT MANUFACTURER'S DATA TO ENGINEER FOR APPROVAL TYPICAL 0' - 6" 6" MAX HORIZONTAL AND CONFINEMENT REINFORCEMENT NOT SHOWN FOR CLARITY PLACE AT LEAST TWO TIES BELOW STEP, AS SHOWN. TIES TO BE PLACED ENGAGING EVERY VERTICAL BAR. ALONG FULL WALL LENGTH BELOW STEP. VERTICAL WALL REINFORCEMENT TYPICAL WALL STEP DUE TO THICKNESS CHANGE, PER PLANS/ ELEVATIONS MI N I M U M LT S ( O F L A R G E R B A R ) + 6 " NOTES: 1. WALL STEP TO OCCUR UNDER SLAB, UON. T/FLOOR SLAB T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:31:02 PM R1.S4.22 TYPICAL CONCRETE SHEARWALL DETAILS S21043.00 SCALE: NOT TO SCALE1TYPICAL SHEARWALL OPENING DETAILS SCALE: NOT TO SCALE2TYPICAL SHEARWALL CONSTRUCTION JOINT SCALE: NOT TO SCALE3 TYPICAL TOP OF WALL AND SHEARWALL WITH CONCRETE SLAB SCALE: NOT TO SCALE4TYPICAL BOTTOM OF SHEARWALL SCALE: 1/2" = 1'-0"6 TYPICAL COLLECTOR REINFORCEMENT ANCHORAGE INTO CORE WALL AND SHEAR WALL SCALE: 3/4" = 1'-0"5 TYPICAL SECTION AT SHEAR WALL THICKNESS CHANGE 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 180° STANDARD HOOK ROTATE AS REQUIRED TO MAINTAIN CLEAR COVER PREFABRICATED BENT- IN DOWEL KEYWAY SYSTEM PER MEADOW BURKE, OR SIMILAR - SUBMIT MANUFACTURER'S DATA TO ENGINEER FOR APPROVAL DOWELS TO MATCH SIZE AND SPACING OF TOP BARS (#4@12" MINIMUM) CONSTRUCTION JOINT BOTTOM BARS SEE PLAN OR SCHEDULE HATCHING INDICATES PUDDLED CONCRETE IF REQUIRED SEE TYPICAL SLAB PUDDLING PLAN DETAIL FOR MORE INFORMATION TOP BARS SEE PLAN OR SCHEDULE BOTTOM BARS SEE PLAN OR SCHEDULE TOP BARS SEE PLAN OR SCHEDULE AT HOOK 2" CLEAR MIN T/SLAB EL SEE PLAN T/SLAB EL SEE PLAN DOWELS TO MATCH SIZE AND SPACING OF SLAB TOP AND BOTTOM BARS BOTTOM BARS SEE PLAN OR SCHEDULE TOP BARS SEE PLAN OR SCHEDULE MECHANICAL COUPLER TO DEVELOP 125% OF YIELD STRENGTH (fy) OF BAR - SUBMIT MANUFACTURER'S DATA TO ENGINEER FOR APPROVAL T/SLAB EL SEE PLAN 0' - 1 1/4" ROUGHEN TOP OF SLAB AND BOTTOM OF WALL TO 1/4" AMPLITUDE AT HORIZ CONSTRUCTION JOINTS SE E S C H E D U L E LA P S P L I C E REINFORCEMENT 2" CLR MIN LOCATE AGAINST OUTER FACE MIN Ldh . 2'-6" MIN LTS SE E S C H E D U L E LA P S P L I C E 2'-6" MIN LTS AT HOOK 2" CLEAR MIN BARS SEE SCHEDULE . . . . MINIMUM 1 1/2"KEY . . BARS SEE SCHEDULE . BARS SEE SCHEDULE . BARS SEE SCHEDULE . BARS SEE SCHEDULE . 2'-6" MIN SEE PLAN FOR LENGTH 6" SE E S C H E D U L E LA P S P L I C E EXTEND SLAB AND PROVIDE REINFORCING WHERE SLAB EXTENDS THROUGH WALL 2" KEY MINIMUM OR OMIT KEY AND ROUGHEN SURFACE TO 1/4" AMPLITUDE NOTE: 1. FOR OPTIONS B, AND C MIRROR ALL DOWELS AND KEY FOR SLAB ON OPPOSITE SIDE (IN WALL POURED MONOLITHIC) (IN WALL POURED MONOLITHIC) A OPTION A - WALL POURED TO UNDERSIDE OF SLAB B OPTION B - PREFABRICATED DOWELS AND KEYWAY C OPTION C - MECHANICAL COUPLERS PT ANCHOR PT TENDON PT ANCHOR PT TENDON PT ANCHOR PT TENDONCONTINUOUS L4X4X3/8" PREFABRICATED BENT-IN DOWEL KEYWAY SYSTEM SUBMIT MANUFACTURER'S DATA TO ENGINEER FOR APPROVAL #4@12" MINIMUM ALTERNATIVELY SEE DETAIL D FOR DRILLED-IN-DOWELS 10"X10"X3/8" EMBED PLATE WITH (4) 3/4" DIA x 6" HEADED STUDS (6" GA) AT 4'-0" OC AND AT ENDS OF ANGLE FASTEN PER R1.S7.21 PREFABRICATED BENT-IN DOWEL KEYWAY SYSTEM SUBMIT MANUFACTURER'S DATA TO ENGINEER FOR APPROVAL #4@12" MINIMUM ALTERNATIVELY SEE DETAIL D FOR DRILLED-IN-DOWELS CONTINUOUS L6X4X3/8" W/ 3/4" DIA POST-INSTALLED ANCHOR WITH 4 3/4" EMBED AT 18" OC AND AT 4" FROM EACH END CONTINUOUS BENT CLOSURE PLATE 14 GA MINIMUM FASTENED TO WALL WITH POWER DRIVEN FASTENERS AS REQUIRED TO RETAIN CONSTRUCTION LOADING ROUGHEN TO 1/4" AMPLITUDE OFFSET DOWEL BAR TO CLEAR KEYWAY DOWEL TO BE LARGER OF UPPER AND LOWER LEVEL BARS EQ E Q FASTEN PER R1.S7.21OFFSET DOWEL BAR TO CLEAR KEYWAY DOWEL TO BE LARGER OF UPPER AND LOWER LEVEL BARS OFFSET DOWEL TO CLEAR KEYWAY UPPER (LEVEL X) AND LOWER (LEVEL X-1) LEVEL BARS FASTEN PER SPECIFICATIONS ROUGHEN TO 1/4" AMPLITUDE ROUGHEN TO 1/4" AMPLITUDE 3" EQ E Q T/SLAB EL SEE PLAN T/SLAB EL SEE PLAN T/SLAB EL SEE PLAN BARS SEE SCHEDULE PREFABRICATED BENT-IN DOWEL KEYWAY SYSTEM PER MEADOW BURKE, OR SIMILAR - SUBMIT MANUFACTURER'S DATA TO ENGINEER FOR APPROVAL #4@12" MINIMUM ALTERNATIVELY SEE DETAIL D FOR DRILLED-IN-DOWELS BARS SEE SCHEDULE BARS SEE SCHEDULE BARS SEE SCHEDULE BARS SEE SCHEDULE NOTES: 1. MIRROR ALL DOWELS AND KEY FOR SLAB ON OPPOSITE SIDE A OPTION A - DECK SPAN PERPENDICULAR TO WALL SUPPORT B OPTION B - DECK SPAN PERPENDICULAR TO WALL SUPPORT C DECK SPAN PARALLEL TO WALL SUPPORT 1/4 2" 1/4 4"EACH ANGLE MI N 2" MI N 2" MI N 2" EQ EQ 2'-4" SE E S C H E D U L E LA P S P L I C E SE E S C H E D U L E LA P S P L I C E 2'-4" SE E S C H E D U L E LA P S P L I C E 2'-4" BARS SEE SCHEDULE NOT TO SCALE TYPICAL CONCRETE SLAB OR BEAM SUPPORT DETAILS AT WALL AND SHEARWALL3 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1" = 1'-0" 11/19/2024 3:31:09 PM R1.S4.23 TYPICAL CONCRETE SHEARWALL DETAILS S21043.00 NOT TO SCALE TYPICAL COMPOSITE STEEL DECK SUPPORT DETAILS AT WALL AND SHEAR WALL1 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 BOTTOM BARS SEE SCHEDULE TOP BARS SEE SCHEDULE SIDE BARS SEE SCHEDULE FACE OF WALL ABOVE (IF DIFFERENT FROM WALL BELOW) PROVIDE ADDITIONAL STIRRUPS AS SHOWN STIRRUPS SEE SCHEDULE FACE OF WALL BELOW NOTES: 1. CONSTRUCTION JOINT NOT PERMITTED WITHIN DEPTH OF LINK BEAM UON 2. SEE R- AND X-LINK BEAM SCHEDULE FOR BEAM BARS AND STIRRUPS. 3"TYPICAL T/SLAB AND T/BEAM EL SEE PLAN TOP BARS 1.25*LTS TYPICAL BOTTOM BARS 1.25*LTS TYPICAL TYPICAL 6" OPTIONAL CONSTRUCTION JOINT SEE SCHEDULE W CLEAR COVER SH E A R W A L L CLEAR COVER LI N K B E A M LINK BEAMSHEARWALL .. SHEAR WALL BOUNDARY ZONE TIES & CROSS TIES SHEAR WALL LINK BEAM HORIZONTAL BARS SHEAR WALL LINK BEAM STIRRUPS SHEAR WALL VERTICAL BARS NOTES: 1. SEE TYPICAL SLAB DETAIL AT LINK BEAM FOR INFORMATION NOT SHOWN 2. SEE R- AND X-LINK BEAM SCHEDULE FOR BEAM BARS & STIRRUPS, AND FOR Nvd = DIAGONAL BARS AT X-LINK BEAMS. CL SHEARWALL 1 1 / 2 " C L E A R EL E V A T I O N SE E S H E A R W A L L 1 1/2"CLEAR SEE SCHEDULE W T/SLAB & T/BEAM EL SEE PLAN BEAM STIRRUPS SIDE BARS TYPICAL BOTTOM BARS TOP BARS Nvd BARS OPTIONAL CONSTRUCTION JOINT ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE TOP CROSS-TIE BELOW CONSTRUCTION JOINT NOTES: 1. DIAGONAL BARS IN X-LINK BEAMS AND TOP & BOTTOM LONGITUDINAL BARS IN R-LINK BEAMS TO BE ASTM A706. 2. SEE LINK BEAM SECTIONS FOR TOP OF BEAM REINFORCEMENT ELEVATIONS. 3. SEE TYPICAL R- AND X-LINK BEAM STRIRRUP TYPES FOR STIRRUP TYPE. 4. USE 135 DEGREE HOOKS FOR ALL LINK BEAM STIRRUPS UON. AT STIRRUP CAP USE 135 AND 90 HOOKS ON ALTERNATING ENDS. WHERE SLAB IS ONLY PROVIDED ON ONE SIDE OF LINK BEAM, LOCATE 135 HOOK ON SIDE OF BEAM OPPOSITE SLAB 5. BEAM PENETRATIONS ARE NOT PERMITTED IN R- AND X-LINK BEAMS WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE SER. 6. CROSSTIES REQUIRED AT EACH HORIZONTAL BAR AT SPACING TO MATCH STIRRUP SPACING PER SCHEDULE BOTTOM BARS SEE SCHEDULE TOP BARS SEE SCHEDULE SIDE BARS SEE SCHEDULE STIRRUPS SEE SCHEDULE FACE OF WALL BELOW NOTES: 1. CONSTRUCTION JOINT NOT PERMITTED WITHIN DEPTH OF LINK BEAM UON 2. SEE R- AND X-LINK BEAM SCHEDULE FOR BEAM BARS AND STIRRUPS. 3. PROVIDE HEADED TERMINATOR WHERE 1.25 X Ld CANNOT BE ACHIEVED. WHERE HEADED TERMINATOR IS PROVIDED, REBAR SHALL EXTEND TO FAR END OF WALL PIER T/SLAB AND T/BEAM EL SEE PLAN LI N E OF S Y M M E T R Y TYP1.25* Ld Nvd SEE SCHEDULE WALL BOUNDARY ZONE. REMAINDER OF WALL REINF NOT SHOWN FOR CLARITY. NOTE: FOR CLARITY, ONLY PART OF THE REQUIRED REINF IS SHOWN ON EACH SIDE OF THE LINE OF SYMMETRY TYP 6" 3" 3" OPTIONAL CONSTRUCTION JOINT BEAM STIRRUPS SIDE BARS TYPICAL BOTTOM BARS TOP BARS OPTIONAL CONSTRUCTION JOINT ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE CL SHEARWALL TY P I C A L 1 1 / 2 " C L E A R BE L O W S T I R R U P S EL E V A T I O N SE E S H E A R W A L L TO STIRRUPS 1 1/2"CLEAR SEE SCHEDULE W T/SLAB & T/BEAM EL SEE PLAN NOTE: 1. SEE R- AND X-LINK BEAM SCHEDULE FOR BEAM BARS AND STIRRUPS. W H TYPE A1 TYPE A2 W H 3" TYPE A3 TYPE A4 W H TYPE A7 3" W H TYPE A5 W H3" 3 " W H 3" 3" 3" 3" 3" 3" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:31:18 PM R1.S4.24 TYPICAL CONCRETE SHEARWALL DETAILS S21043.00 SCALE: NOT TO SCALE4TYPICAL R-LINK BEAM ELEVATION SCALE: NOT TO SCALE5TYPICAL R- AND X-LINK BEAM PLAN SCALE: NOT TO SCALE7TYPICAL X-LINK BEAM SECTION SCALE: NOT TO SCALE10R- X-LINK BEAM SCHEDULE SCALE: NOT TO SCALE8TYPICAL X-LINK BEAM ELEVATION SCALE: NOT TO SCALE3TYPICAL R-LINK BEAM SECTION NOT TO SCALE LINK BEAM STIRRUP TYPE FOR X-LINK BEAM9 LB-09 20 36 DIAGONAL 4 - #5 4 - #5 6 - #5 A5 5 4 9 - #11 LB-08 28 78 DIAGONAL 5 - #5 5 - #5 12 - #5 A7 5 4 6 - #9 LB-07 20 48 DIAGONAL 4 - #5 4 - #5 8 - #5 A4 5 4 9 - #9 LB-06 28 78 DIAGONAL 5 - #5 5 - #5 12 - #5 A7 5 4 6 - #9 LB-05 28 30 DIAGONAL 5 - #5 5 - #5 7 - #5 A1 5 4 9 - #9 LB-04 28 30 DIAGONAL 5 - #5 5 - #5 6 - #5 A2 5 4 12 - #11 LB-03 28 42 DIAGONAL 5 - #5 5 - #5 7 - #5 A1 5 4 12 - #11 LB-02 28 36 DIAGONAL 5 - #5 5 - #5 6 - #5 A2 5 4 12 - #11 LB-01 24 48 DIAGONAL 4 - #5 4 - #5 8 - #5 A4 5 4 9 - #9 W (IN) H (IN) TOP BARS BOTTOM BARS SIDE BARS EACH SIDE TYPE SIZE # SPACING (IN)DIAGONAL L BARS (Nvd) LINK BEAM MARK SIZE LINK BEAM TYPE REINFORCEMENT (GR.60) STIRRUP (GR.60) DIAG SHEAR REINFORCEMENT(GR.60) REMARK LINK BEAM SCHEDULE 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 COLUMN KEY PLAN C9 C8 C8 C8 C9 C8 C6AC6B C3 C3 C6 C3 C3 C1 C6A C3 C3 C1 C1A C1A C2 C2 C2 C2 C2 C2 C2 C5AC5BC5C C5 C5 C5A C5AC5B C6A C4 C4 C4 C1C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2C C3 C3 C4 C4 C4 C3 C3 C3 C5B C5AC5B C5A C6B C6 C1AC1A C1A C1A C5AC5A C7 C7 C7 C5B C7 C6AC6 R11' C1 C2 C2B C2B C2A C2A C6B C6A C5A C8 LEVEL P 01 LEVEL P 01 -11' - 0" -11' - 0" LEVEL 01 WEST LEVEL 01 WEST 0' - 0" 0' - 0" LEVEL 02 WEST LEVEL 02 WEST 16' - 0" 16' - 0" LEVEL 03 WEST LEVEL 03 WEST 26' - 0" 26' - 0" LEVEL 04 WEST LEVEL 04 WEST 36' - 0" 36' - 0" LEVEL 05 WEST LEVEL 05 WEST 46' - 0" 46' - 0" LEVEL 06 WEST LEVEL 06 WEST 56' - 0" 56' - 0" LEVEL 07 WEST LEVEL 07 WEST 72' - 6" 72' - 6" LEVEL 08 WEST LEVEL 08 WEST 84' - 0" 84' - 0" LEVEL 09 WEST LEVEL 09 WEST 94' - 6" 94' - 6" LEVEL 10 WEST LEVEL 10 WEST 105' - 0" 105' - 0" LEVEL 11 WEST LEVEL 11 WEST 115' - 6" 115' - 6" LEVEL 12 WEST LEVEL 12 WEST 126' - 0" 126' - 0" LEVEL 13 WEST LEVEL 13 WEST 136' - 6" 136' - 6" LEVEL 14 WEST LEVEL 14 WEST 147' - 0" 147' - 0" LEVEL 15 WEST LEVEL 15 WEST 157' - 6" 157' - 6" ROOF WEST ROOF WEST 170' - 0" 170' - 0" Column Locations R07-RF R07-RG R07-RH R07-RJ R07-RK R07-RL R08-RF R08-RG R08-RH R08-RJ R08-RK R08-RL R09-RF R09-RG R09-RH R09-RJ R09-RK R09-RL R10-RF R10-RG R10-RK R10-RL R11-RF R11-RG R11-RH R11-RH(-14' - 0")R11-RJ R11-RK R11-RL R11'-RF R11'(12' - 11")-RF(1' - 8 5/8") R11'-RG R11'-RK C9 20 x 3 0 C8 20 x 2 0 C8 20 x 2 0 C8 20 x 2 0 C9 20 x 3 0 C8 20 x 2 0 C6 A 20 x 3 0 C6 A 20 x 3 0 C3 24 x 3 6 C3 24 x 3 6 C1 20 x 3 0 C1 24 x 2 4 C1 A 20 x 3 0 C1 A 20 x 3 0 C2 24 x 3 0 C2 24 x 3 0 C5 A 20 x 2 0 C5 A 24 x 2 4 C5 A 24 x 2 4 C6 A 20 x 3 0 C4 20 x 4 8 C1 20 x 3 0 C1 24 x 2 4 C2 20 x 3 0 C2 20 x 3 0 C2 C 20 x 3 0 C3 20 x 5 2 C4 20 x 4 8 C3 20 x 3 6 C5 A 20 x 2 0 C5 A 20 x 2 0 C5 A 24 x 2 4 C6 A 24 x 2 4 C6 A 24 x 2 4 C6 A 24 x 2 4 C1 A 24 x 2 4 C1 A 20 x 3 0 C1 A 24 x 2 4 C1 A 20 x 3 0 C1 A 24 x 2 4 C1 A 20 x 3 0 C1 A 24 x 2 4 C5 A 20 x 2 0 C5 A 24 x 2 4 C6 A 20 x 3 0 C6 A 24 x 2 4 C1 20 x 3 0 C2 20 x 3 0 C1 24 x 2 4 C2 24 x 3 0 C5 A 24 x 2 4 C5 20 x 2 0 C1 A 24 x 2 4 C6 A 20 x 2 0 C2 C 24 x 3 0 C1 A 18 x 2 4 C2 C 18 x 3 0 C5 A 20 x 2 0 C1 18 x 2 4 C1 20 x 2 4 C1 18 x 2 4 C1 A 20 x 2 4 C2 20 x 3 0 C2 18 x 3 0 C2 20 x 3 0 C2 18 x 3 0 C3 20 x 3 6 C3 18 x 3 6 C4 20 x 4 8 C3 20 x 3 6 C3 18 x 3 6 C5 A 20 x 2 0 C5 A 20 x 2 0 C5 A 20 x 2 0 C6 A 20 x 2 0 C6 A 20 x 2 0 C6 A 20 x 2 0 C1 A 20 x 2 4 C1 A 20 x 2 4 C1 A 20 x 2 4 C1 A 18 x 2 4 C1 A 20 x 2 4 C1 A 18 x 2 4 C1 A 18 x 2 4 C1 A 18 x 2 4 C2 B 20 x 3 0 C2 B 18 x 3 0 C2 B 24 x 3 0 C2 B 18 x 3 0 C1 18 x 2 4 C2 20 x 3 0 C2 18 x 3 0 C5 20 x 2 0 C1 20 x 2 4 C1 20 x 2 4 C2 C 20 x 3 0 C2 B 24 x 3 0 C2 B 20 x 3 0 C8 20 x 2 0 NOTES 1) SEE R1-S5.10 & R1-S5.12 FOR COLUMN REINFORCEMENT T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:31:30 PM R1.S5.00 CONCRETE COLUMN SCHEDULE S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 COLUMN KEY PLAN C9 C8 C8 C8 C9 C8 C6AC6B C3 C3 C6 C3 C3 C1 C6A C3 C3 C1 C1A C1A C2 C2 C2 C2 C2 C2 C2 C5AC5BC5C C5 C5 C5A C5AC5B C6A C4 C4 C4 C1C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2C C3 C3 C3 C4 C4 C4 C3 C3 C3 C5B C5AC5B C5A C6B C6 C1AC1A C1A C1A C5AC5A C7 C7 C7 C5B C7 C6AC6 R11' C1 C2 C2B C2B C2A C2A C6B C6A C5A C8 NOTES 1) SEE R1-S5.10 & R1-S5.12 FOR COLUMN REINFORCEMENT LEVEL P 01 LEVEL P 01 -11' - 0" -11' - 0" LEVEL 01 WEST LEVEL 01 WEST 0' - 0" 0' - 0" LEVEL 02 WEST LEVEL 02 WEST 16' - 0" 16' - 0" LEVEL 03 WEST LEVEL 03 WEST 26' - 0" 26' - 0" LEVEL 04 WEST LEVEL 04 WEST 36' - 0" 36' - 0" LEVEL 05 WEST LEVEL 05 WEST 46' - 0" 46' - 0" LEVEL 06 WEST LEVEL 06 WEST 56' - 0" 56' - 0" LEVEL 07 WEST LEVEL 07 WEST 72' - 6" 72' - 6" LEVEL 08 WEST LEVEL 08 WEST 84' - 0" 84' - 0" LEVEL 09 WEST LEVEL 09 WEST 94' - 6" 94' - 6" LEVEL 10 WEST LEVEL 10 WEST 105' - 0" 105' - 0" LEVEL 11 WEST LEVEL 11 WEST 115' - 6" 115' - 6" LEVEL 12 WEST LEVEL 12 WEST 126' - 0" 126' - 0" LEVEL 13 WEST LEVEL 13 WEST 136' - 6" 136' - 6" LEVEL 14 WEST LEVEL 14 WEST 147' - 0" 147' - 0" LEVEL 15 WEST LEVEL 15 WEST 157' - 6" 157' - 6" ROOF WEST ROOF WEST 170' - 0" 170' - 0" Column Locations R11'-RL R12-RF R12-RG R12-RH R12-RH(-14' - 0")R12-RJ R12-RK R12-RL R13-RF R13-RG R13-RH R13-RH(-14' - 0")R13-RJ R13-RK R13-RL R14-RF R14-RG R14-RK R14-RL R15-RF R15-RG R15-RK R15-RL R16-RF R16-RG R16-RH R16-RJ R16-RK R16-RL R17-RF R17-RG R17-RH R17-RJ C6 B 20 x 3 0 C1 24 x 2 4 C1 24 x 2 4 C1 24 x 2 4 C3 24 x 3 6 C3 24 x 3 6 C1 24 x 2 4 C6 20 x 3 0 C3 24 x 3 6 C3 24 x 3 6 C1 20 x 3 0 C2 24 x 3 0 C2 24 x 3 0 C2 24 x 3 0 C2 24 x 3 0 C2 24 x 3 0 C5 B 24 x 2 4 C5 C 24 x 2 4 C5 24 x 2 4 C5 24 x 2 4 C5 B 24 x 2 4 C4 20 x 4 8 C4 20 x 4 8 C1 24 x 2 4 C1 20 x 3 0 C1 20 x 3 0 C1 20 x 3 0 C1 20 x 3 0 C2 20 x 3 0 C2 20 x 3 0 C2 20 x 3 0 C2 20 x 3 0 C2 20 x 3 0 C3 20 x 5 2 C3 20 x 5 2 C4 20 x 4 8 C4 20 x 4 8 C3 20 x 3 6 C3 20 x 3 6 C5 B 20 x 2 0 C5 C 20 x 2 0 C5 20 x 2 0 C5 20 x 2 0 C5 B 20 x 2 0 C6 B 24 x 2 4 C6 B 24 x 2 4 C6 24 x 2 4 C6 24 x 2 4 C6 24 x 2 4 C7 20 x 3 0 C7 24 x 2 4 C7 20 x 3 0 C7 24 x 2 4 C7 20 x 3 0 C7 24 x 2 4 C7 20 x 3 0 C7 24 x 2 4 C6 B 20 x 3 0 C6 20 x 3 0 C6 20 x 3 0 C6 A 20 x 3 0 C6 24 x 2 4 C1 18 x 2 4 C1 20 x 2 4 C1 18 x 2 4 C1 20 x 2 4 C1 18 x 2 4 C1 20 x 2 4 C1 18 x 2 4 C1 18 x 2 4 C2 20 x 3 0 C2 18 x 3 0 C2 20 x 3 0 C2 18 x 3 0 C2 20 x 3 0 C2 18 x 3 0 C2 20 x 3 0 C2 18 x 3 0 C2 20 x 3 0 C2 18 x 3 0 C3 20 x 3 6 C3 18 x 3 6 C3 20 x 3 6 C3 18 x 3 6 C4 20 x 4 8 C4 20 x 4 8 C3 20 x 3 6 C3 18 x 3 6 C3 20 x 3 6 C3 18 x 3 6 C5 B 20 x 2 0 C5 20 x 2 0 C5 20 x 2 0 C6 20 x 2 0 C6 20 x 2 0 C6 20 x 2 0 C7 20 x 2 4 C7 18 x 2 4 C7 20 x 2 4 C7 18 x 2 4 C7 20 x 2 4 C7 20 x 2 4 C7 18 x 2 4 C5 B 20 x 2 0 C6 B 20 x 2 0 C6 B 20 x 2 0 C2 A 20 x 3 0 C2 A 18 x 3 0 C2 A 20 x 3 0 C2 A 18 x 3 0 C6 20 x 2 0 C2 A 24 x 3 0 C2 A 24 x 3 0 C1 20 x 2 4 C1 20 x 2 4 C7 18 x 2 4 C2 A 20 x 3 0 C2 A 20 x 3 0 C7 24 x 2 4 C7 24 x 2 4 C7 24 x 2 4 C7 24 x 2 4 C5 C 24 x 2 4 C5 C 20 x 2 0 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:31:38 PM R1.S5.01 CONCRETE COLUMN SCHEDULE S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 REINFORCING BAR ARRANGEMENT REINFORCING BAR ARRANGEMENT C1A C2 LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 7 20" x 24" 14 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 7 - 1 5 18" x 24" 14- #7 #5@5" #5@4" LTS* REINFORCING BAR ARRANGEMENT C3 LE V E L 24" 24 " SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #9 #5@6" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 30" 18 - #9 #5@6" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 7 20" x 30" 16 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 7 - R O O F 18" x 30" 16 - #7 #5@5" #5@4" LTS* 18" 30 " SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 36" 18 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 36" 20 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 7 20" x 36" 18 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 7 - R O O F 18" x 36" 18 - #7 #5@5" #5@4" LTS* 18" 36 " 24" 30 " 24" 36 " 18" 24 " 20" 30 " REINFORCING BAR ARRANGEMENT C4 LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 22" x 48" 22 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 48" 24 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 7 20" x 48" 22 - #7 #5@5" #5@4" LTS* TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" 20" 24 " TYP 1 1/2" 20" 36 " TYP 1 1/2" 20" 20" 36 " TYP 1 1/2" 20" 30 " TYP 1 1/2" 20" 20" 48 " TYP 1 1/2" ADD (2) VERTICAL REBAR TO ARRANGMENT BELOW. ADD (2) VERTICAL REBAR TO ARRANGMENT BELOW. ADD (2) VERTICAL REBAR TO ARRANGMENT BELOW. 20" 30 " TYP 1 1/2" 24" 48 " TYP 1 1/2" ADD (2) VERTICAL REBAR TO ARRANGMENT BELOW. REINFORCING LE V E L BAR ARRANGEMENT ST R E N G T H C1 8 k s i 6 k s i SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #9 #5@6" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #9 #5@6" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 7 20" x 24" 14 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 7 - R O O F 18" x 24" 14- #7 #5@5" #5@4" LTS* 24" 24 " 18" 24 " TYP 1 1/2" TYP 1 1/2" 20" 24 " TYP 1 1/2" ADD (2) VERTICAL REBAR TO ARRANGMENT BELOW. 20" 30 " TYP 1 1/2" REINFORCING BAR ARRANGEMENT C2A LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 30" x 20" 16 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 30" x 24" 18 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 7 30" x 20" 16 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 7 - R O O F 18" x 30" 16 - #7 #5@5" #5@4" LTS* 18" 30 " TYP 1 1/2" REINFORCING BAR ARRANGEMENT C2B LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 30" x 20" 16 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 30" x 24" 18 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 7 30" x 20" 16 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 7 - R O O F 18" x 30" 16 - #7 #5@5" #5@4" LTS* 18" 30 " 24 " 30" 20 " 30" TY P 1 1 / 2 " TYP 1 1 / 2 " TYP 1 1/2" 20 " 30" TY P 1 1 / 2 " 20 " AD D ( 2 ) V E R T I C A L R E B A R TO A R R A N G M E N T B E L O W . REINFORCING BAR ARRANGEMENT C2C LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 30" 18 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 7 20" x 30" 16 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 7 - 1 5 18" x 30" 16 - #7 #5@5" #5@4" LTS* 18" 30 " 24" 30 " 20" 30 " TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" 20" 30 " TYP 1 1/2" 20" ADD (2) VERTICAL REBAR TO ARRANGMENT BELOW. 24 " 30" 20 " 30" TY P 1 1 / 2 " TYP 1 1 / 2 " 20 " 30" TY P 1 1 / 2 " AD D ( 2 ) V E R T I C A L R E B A R TO A R R A N G M E N T B E L O W . 22" 48 " TYP 1 1/2" R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 COLUMN KEY PLAN C9 C8 C8 C8 C9 C8 C6AC6B C3 C3 C6 C3 C3 C1 C6A C3 C3 C1 C1A C1A C2 C2 C2 C2 C2 C2 C2 C5B C5C C5 C5 C5A C5AC5B C6A C4 C4 C4 C1C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2C C3 C3 C3 C4 C4 C4 C3 C3 C3 C5A C6B C6 C1A C1A C1A C5A C7 C7 C7 C5B C7 C6AC6 R11' C1 C2 C2B C2B C2A C2A C6B C6A C5A C8 NOTES: (*) INDICATES LOCATIONS WHERE LONGITUDINAL REBAR SPLICE MUST OCCUR IN THE MIDDLE 1/2 OF THE COLUMN SPAN REFER TO 7 R1.S5.20 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:31:51 PM R1.S5.10 CONCRETE COLUMN GRAPHICAL SECTIONS S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 COLUMN KEY PLAN C9 C8 C8 C8 C9 C8 C6AC6B C3 C3 C6 C3 C3 C1 C6A C3 C3 C1 C1A C1A C2 C2 C2 C2 C2 C2 C2 C5B C5C C5 C5 C5A C5AC5B C6A C4 C4 C4 C1C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2C C3 C3 C3 C4 C4 C4 C3 C3 C3 C5B C5A C6B C6 C1AC1A C1A C1A C5A C7 C7 C7 C5B C7 C6AC6 R11' C1 C2 C2B C2B C2A C2A C6B C6A C5A C8 REINFORCING BAR ARRANGEMENT C5 LE V E L REINFORCING BAR ARRANGEMENT C6 LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 20" 12 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 6 - 0 7 20" x 20" 12 - #9 #5@6" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 6 20" x 20" 12 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* 20 " 20" TYP 1 1/2" 20 " 20" TYP 1 1/2" REINFORCING BAR ARRANGEMENT C7 LE V E L 20" 30 " TYP 1 1/2" SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 6 - 0 8 20" x 24" 20 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* 20" 30 " TYP 1 1/2" 24" 24 " TYP 1 1/2" SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 8 - R O O F 18" x 24" 14 - #7 #5@5" #5@4" LTS* 18 " 24" TY P 1 1 / 2 " 24" 24 " TYP 1 1/2" 24" 24 " TYP 1 1/2" 20" 20 " TYP 1 1/2" SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 2 - L 0 6 20" x 24" 14 - #7 #5@5" #5@4" LTS* 20 " 24" TY P 1 1 / 2 " 24 " 24" TY P 1 1 / 2 " SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 6 - 0 6 + 20" x 20" 12 - #9 #5@6" #5@4" LTS* 20 " 20" TYP 1 1/2" SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 6 20" x 20" 12 - #7 #5@5" #5@4" LTS* 20 " 20" TYP 1 1/2" ST R E N G T H 8 k s i 6 k s i REINFORCING BAR ARRANGEMENT C5A LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 20" 12 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 6 20" x 20" 12 - #7 #5@5" #5@4" LTS* 20 " 20" TYP 1 1/2" 24" 24 " TYP 1 1/2" 20" 20 " TYP 1 1/2" SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 6 - 0 7 20" x 20" 12 - #7 #5@5" #5@4" LTS* 20 " 20" TYP 1 1/2" REINFORCING BAR ARRANGEMENT C5B LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 20" 12 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* 24" 24 " TYP 1 1/2" 20" 20 " TYP 1 1/2" SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 2 - 0 6 + 20" x 20" 12 - #7 #5@5" #5@4" LTS* 20 " 20" TYP 1 1/2" REINFORCING BAR ARRANGEMENT C6A LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 6 - 0 7 20" x 20" 12 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* 20 " 20" TYP 1 1/2" 20" 30 " TYP 1 1/2" 24" 24 " TYP 1 1/2" REINFORCING BAR ARRANGEMENT C6B LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 2 - 0 6 + 20" x 20" 12 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* 20 " 20" TYP 1 1/2" 20" 30 " TYP 1 1/2" 24" 24 " TYP 1 1/2" REINFORCING BAR ARRANGEMENT C5C LE V E L SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 20" 12 - #7 #5@5" #5@4" LTS SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L 0 1 - L 0 2 24" x 24" 16 - #7 #5@5" #5@4" LTS* SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 6 - 0 7 24" x 24" 16 - #9 #5@6" #5@4" LTS* 20 " 20" TYP 1 1/2" 24" 24 " TYP 1 1/2" 20" 20 " TYP 1 1/2" SIZE REINF TIES LOC 1 TIES LOC 2 SPLICE LE V E L 0 2 - 0 6 20" x 20" 12 - #7 #5@5" #5@4" LTS* 24" 24 " TYP 1 1/2" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:32:03 PM R1.S5.11 CONCRETE COLUMN GRAPHICAL SECTIONS S21043.00 NOTES: (*) INDICATES LOCATIONS WHERE LONGITUDINAL REBAR SPLICE MUST OCCUR IN THE MIDDLE 1/2 OF THE COLUMN SPAN REFER TO 7 R1.S5.20 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 COLUMN KEY PLAN C9 C8 C8 C8 C9 C8 C6AC6B C3 C3 C6 C3 C3 C1 C6A C3 C3 C1 C1A C1A C2 C2 C2 C2 C2 C2 C2 C5B C5C C5 C5 C5A C5AC5B C6A C4 C4 C4 C1C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2C C3 C3 C3 C4 C4 C4 C3 C3 C3 C5B C5A C6B C6 C1AC1A C1A C1A C5A C7 C7 C7 C5B C7 C6AC6 R11' C1 C2 C2B C2B C2A C2A C6B C6A C5A C8 REINFORCING LE V E L BAR ARRANGEMENT ST R E N G T H REINFORCING BAR ARRANGEMENT C8 C9 8 k s i LE V E L 6 k s i SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 30" 16 - #7 #5@5" #5@4" LTS 20" 30 " TYP 1 1/2" SIZE REINF TIES LOC 1 TIES LOC 2 SPLICELE V E L P 0 1 - L 0 1 20" x 20" 12 - #7 #5@5" #5@4" LCS 20" 20 " TYP 1 1/2" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:32:11 PM R1.S5.12 CONCRETE COLUMN GRAPHICAL SECTIONS S21043.00 NOTES: (*) INDICATES LOCATIONS WHERE LONGITUDINAL REBAR SPLICE MUST OCCUR IN THE MIDDLE 1/2 OF THE COLUMN SPAN REFER TO 7 R1.S5.20 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 A - B- C B T/FTG T/SOG LVL INTERMEDIATE LVL INTERMEDIATE TOP LVL 1" 1" SEE NOTE 5 SEE NOTE 6 SEE NOTE 10 LT S SEE NOTE 10 LT S LT S SEE NOTE 6 SEE NOTE 6 COL DOWELS TO MATCH COL VERTICAL REINFORCEMENT SEE DETAIL 1" . PROVIDE COL TIES PER CONC COL SCHED NOTES: 1. SEE FOUNDATION PLAN FOR COLUMN ORIENTATION AND COLUMN MARKS. 2. SEE CONCRETE COLUMN SCHEDULE FOR COLUMN SIZE, REINFORCEMENT AND REINFORCING CONFIGURATION. 3. COLUMN VERTICAL REINFORCING SHALL BE ASTM A615. SEE GENERAL NOTES. 4. AT CONTRACTOR'S OPTION, COLUMN VERTICAL BARS MAY BE EXTENDED UP ADDITIONAL FLOOR LEVELS WITHOUT SPLICING AT FLOORS. 5. PLACE HORIZONTAL HOOKS DIRECTLY BELOW TOP BARS OF BEAMS OR SLABS. SPLAY HOOKS AS NECESSARY TO RELIEVE BAR CONGESTION. AT CONTRACTOR'S OPTION, HOOKS MAY BE PLACED TOWARDS THE INSIDE OF THE COLUMN. 6. UNLESS NOTED OTHERWISE, COLUMN CONSTRUCTION JOINTS SHALL BE AT THE UNDERSIDE OF FLOOR SLABS, BEAMS OR AT THE TOP OF FOOTINGS AND FLOOR SLABS. 7. SEE CONCRETE COLUMN SCHEDULE UNDER TIES (LOC 1) FOR TIE SIZE, SPACING, AND REINFORCING CONFIGURATION. REINFORCING CONFIGURATION TYPE IS NOTED IN COLUMN SCHEDULE. 8. FOR H/6, MAXIMUM COLUMN DIMENSION, OR 18" (WHICHEVER IS GREATER), SEE CONCRETE COLUMN SCHEDULE UNDER TIES (LOC 2) FOR TIE SIZE, SPACING, AND REINFORCING CONFIGURATION. REINFORCING CONFIGURATION TYPE IS NOTED IN COLUMN SCHEDULE. 9. PROVIDE TIES (LOC 2) THROUGHOUT THE BEAM AND SLAB DEPTH, EXCEPT THAT THE TIE SPACING MAY BE INCREASED TO 6" WHERE BEAMS FRAME INTO FOUR SIDES OF COLUMN FOR THE DEPTH OF MOST SHALLOW BEAM. 10. WHERE LAP SPLICE INDICATED AS (*) IN COLUMN SCHEDULE, LAP SPLICE SHALL BE LOCATED IN MIDDLE 1/2 OF COLUMN SPAN. AT CONTRACTOR OPTION, SPLICE MAY BE PROVIDED AT MIDDLE 1/2 OF COLUMN SPAN AT ALL LOCATIONS FOR ALL COLUMN TYPES. SEE NOTE 6 TIES TYPICAL 1 1/2" CLEAR TO . . AT CONTRACTOR OPTION, LOCATE A SINGLE TIE WITHIN SLAB THICKNESS 6.5" MAX FROM TIE ABOVE OR BELOW, TYPICAL TY P @ TO P TY P @ BO T T 1" NO T E 9 NO T E 8 NO T E 7 NO T E 8 1" NO T E 9 NO T E 8 NO T E 7 NO T E 8 H H NO T E 8 NO T E 7 NO T E 8 H COLUMN BELOW COLUMN ABOVE NOTE: TIES NOT SHOWN FOR CLARITY. CL SUPPORT T/SLAB PER PLAN CL SUPPORT T/SLAB PER PLAN MAX SLOPE 1 6 . 1" CLR TO FIRST TIE, TYP T&BMA X S TY PS 3 ADDITIONAL TIES AT 3" SPACING AT BOTTOM BEND OF COLUMN BELOW CORNER REINFORCEMENT B DETAIL TY P LT S 1" MIN 6" MAX LT S MA X S TY PS . 1" CLR TO FIRST TIE, TYP T&B 3 ADDITIONAL TIES AT 3" SPACING AT BOTTOM BEND OF COLUMN BELOW CORNER REINFORCEMENT 1" MIN 6" MAX COLUMN REINF PER SCHEDULE A DETAIL PLAN COLUMN BELOW COLUMN ABOVE OPEN BARS INDICATE COLUMN REINFORCEMENT ABOVE OR BELOW SEE COLUMN SCHEDULE SOLID BARS INDICATE ADDITIONAL DOWELS SEE COLUMN SCHEDULE 90 DEGREE STANDARD HOOK ADDITIONAL DOWELS SEE COLUMN SCHEDULE COLUMN VERTICAL BARS (BEYOND) COLUMN VERTICAL BARS CL COLUMN CL COLUMN COLUMN TIES T/SLAB EL SEE PLAN T/SLAB EL SEE PLAN LT S LT S 90 DEGREE STANDARD HOOK DOWELS PER TYPICAL BOTTOM OF COLUMN DETAIL ADDITIONAL DOWELS SEE COLUMN SCHEDULE COLUMN TIES SEE COLUMN SCHEDULE LT S COLUMN TIES SEE COLUMN SCHEDULE COLUMN VERTICAL BARS LT S FO R S L A B S TY P I C A L CO V E R - - B SECTION C SECTIONAPLAN NOTES: 1. PROVIDE Y-#X AT Z" TIES AND CROSS TIES (1 SET ABOVE AND BELOW FLOOR SLAB) FOR BALANCE SEE TYPICAL COLUMN DETAIL 2. FOR REINFORCEMENT ARRANGEMENT SEE TYPICAL COLUMN DETAIL 3. FOR BALANCE OF COLUMN REINFORCEMENT SEE COLUMN SCHEDULE T/SLAB EL SEE PLAN LT S LT S NOTE 1 #X@Y" MINIMUM ADDITIONAL REINFORCEMENT SEE PLAN ADDITIONAL REINFORCEMENT SEE PLAN NOTE 1LT S LT S T/SLAB EL SEE PLAN T/SLAB EL SEE PLAN TYPICAL SLAB REINF NOT SHOWN FOR CLARITY TIES SIZE AND SPACING TO MATCH COLUMN TIES ABOVE AND BELOW ADDED BARS SEE PLAN, WHERE OCCURS ADDED BARS SEE PLAN, WHERE OCCURS SEE ALSO 7/R1.S8.45 LONGITUDINAL BARS TO MATCH COLUMN REINF ABOVE AND BELOW T/SLAB T/SLAB NOT TO SCALE CONCRETE COLUMN REINFORCING7NOT TO SCALE5REINFORCEMENT DETAIL AT COLUMN ROTATION T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:32:18 PM R1.S5.20 TYPICAL CONCRETE COLUMN DETAILS S21043.00 SCALE: NOT TO SCALE9ROTATED COLUMN TRANSITION AT SLAB SCALE: NOT TO SCALE12TYPICAL STEPPED COLUMN DETAIL SCALE: 3/8" = 1'-0"8 COLUMN REINF AT KNUCKLE NOT U S E D 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 NOTES: 1. INDICATES ZONE WHERE OPENINGS ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL BY SER OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS MUST BE COORDINATED AND APPROVED BY SER 2. OPENINGS MEETING THE LIMITATIONS ABOVE SHALL BE PROVIDED WITH REINFORCEMENT AS SHOWN ON PLAN AND FOLLOWING TYPICAL SLAB OPENING DETAILS INCLUDING ADDITIONAL BARS FOR INTERRUPTED REINFORCEMENT 3. OPENINGS SHALL BE SHOWN ON COORDINATED PENETRATION DRAWINGS AND REINFORCEMENT SHOP DRAWINGS FOR SER REVIEW 4. OPENINGS NOT MEETING THESE LIMITATIONS MUST BE SUBMITTED TO THE SER FOR COORDINATION, DESIGN, AND APPROVAL PRIOR TO SUBMITTING SHOP DRAWINGS COLUMN CL COLUMN CL COLUMN CL COLUMN CL COLUMNS/ 2 CO L U M N S T R I P M I D D L E S T R I P S/ 2 CO L U M N S T R I P MA X S/ 2 MAX L-S/2 MAX S/8 MA X S/ 8 S/2 COLUMN STRIP MIDDLE STRIP S/2 COLUMN STRIP TYPICAL 1'-0". MA X S/ 1 6 MAX S/16 DIAMETER TYPICAL COLUMN WIDTH OR LONG SPAN L SH O R T S P A N S MAX 10'-0" MAX 10'-0" NOTES: 1. LCN DENOTES LARGER OF ADJACENT CLEAR SPANS 2. ADDITIONAL MULTI-BAY BOTTOM BARS TO BE SPLICED AS SHOWN ABOVE AND EXTEND 6" INTO SUPPORT AT BAR END CL END SUPPORT CL INTERIOR SUPPORT CL INTERIOR SUPPORT SE E P L A N CL E A R CO V E R CLEAR 0' - 2" SEE PLAN BAR EXTENT SEE PLAN BAR EXTENT LC1 - END CLEAR SPAN SEE PLAN BAR EXTENT LC2 - INTERIOR CLEAR SPAN SEE PLAN BAR EXTENT SEE PLAN BAR EXTENT LC3 SE E P L A N CL E A R CO V E R TY P 0 " FOR ALL BOTTOM BARS LTS PERMITTED IN THIS REGION TYPICAL 0' - 6" BOTTOM BARS SEE PLAN TOP BARS SEE PLAN ADDITIONAL SINGLE BAY BOTTOM BARS SEE PLAN 90° STANDARD HOOK TILT FROM VERTICAL IF NECESSARY TO MAINTAIN CLEAR COVER EXTEND TWO BOTTOM BARS IN COLUMN STRIP TO PASS THROUGH COLUMN CORES AND BE TERMINATED WITH STANDARD 90° HOOK SE E P L A N T WIDTH COLUMN TYPICAL 0' - 6" NOTES: 1. LCN DENOTES LARGER OF ADJACENT CLEAR SPANS 2. ADDITIONAL MULTI-BAY BOTTOM BARS TO BE SPLICED AS SHOWN ABOVE AND EXTEND 6" INTO SUPPORT AT BAR END CL END SUPPORT CL INTERIOR SUPPORT CL INTERIOR SUPPORT SE E P L A N CL E A R CO V E R CLEAR 0' - 2" SEE PLAN BAR EXTENT SEE PLAN BAR EXTENT LC1 - END CLEAR SPAN SEE PLAN BAR EXTENT LC2 - INTERIOR CLEAR SPAN SEE PLAN BAR EXTENT SEE PLAN BAR EXTENT LC3 SE E P L A N CL E A R CO V E R TY P 0 " FOR ALL BOTTOM BARS LTS PERMITTED IN THIS REGION TYPICAL 0' - 6" BOTTOM BARS SEE PLAN TOP BARS SEE PLAN ADDITIONAL SINGLE BAY BOTTOM BARS SEE PLAN 90° STANDARD HOOK TILT FROM VERTICAL IF NECESSARY TO MAINTAIN CLEAR COVER EXTEND TWO BOTTOM BARS IN COLUMN STRIP TO PASS THROUGH COLUMN CORES AND BE TERMINATED WITH STANDARD 90° HOOK SE E P L A N T WIDTH COLUMN TYPICAL 0' - 6" NOT TO SCALE TYPICAL TWO-WAY SLAB OPENING LIMITATIONS11 NOT TO SCALE TYPICAL TWO-WAY FLAT PLATE -COLUMN STRIP3 NOT TO SCALE TYPICAL TWO-WAY FLAT PLATE -MIDDLE STRIP7 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL NOT TO SCALE 11/19/2024 3:32:24 PM R1.S5.40 TYPICAL CONCRETE TWO-WAY SLAB DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 NOTES: 1. LCN DENOTES LARGER OF ADJACENT CLEAR SPANS 2. WHERE REINFORCEMENT IS SHOWN IN A SCHEDULE PROVIDE GREATER AREA OF STEEL SCHEDULED FOR TOP BARS AT ADJACENT SPANS 3. BEAM MAIN TOP BARS (NOT SHOWN, SEE TYPICAL BEAM SECTION) ARE BELOW PERPENDICULAR ONE-WAY SLAB TOP BARS BOTTOM BARS SEE PLAN OR SCHEDULE TOP BARS SEE PLAN OR SCHEDULE CONTINUOUS SHRINKAGE AND TEMPERATURE BARS (S&T) SEE PLAN OR SCHEDULE 180 DEGREE STANDARD HOOK ROTATE AS REQUIRED TO MAINTAIN CLEAR COVER CL SUPPORT CL SUPPORT CL SUPPORT CL SUPPORT LC2 - INTERIOR CLEAR SPAN 0.3 LCN LC1 - END CLEAR SPAN 0.25 LC1 0.3 LCN T/SLAB EL SEE PLAN TYPICAL 2" CLEAR TYPICAL 2" CLEAR T SE E P L A N OR SC H E D U L E 0.3 LCN LC3 - INTERIOR CLEAR SPAN 0.3 LCN BEAM TYPICAL SEE PLAN LC4 - CANTILEVER OR S C H E D U L E CL E A R C O V E R SE E P L A N BEAM BEYOND SEE TYPICAL ONE-WAY SLAB REINFORCEMENT DETAIL AT BEAM PARALLEL TO SLAB SPAN OR S C H E D U L E CL E A R C O V E R SE E P L A N OR 0.3 LC3 LARGER OF LC4 TYPICAL 6" 6" HOOK AT SLAB EDGE BOTTOM BARS SEE PLAN OR SCHEDULE #4@12" TOP ADDITIONAL WHERE NO TOP BARS ARE SHOWN ON PLAN OR SCHEDULE S & T BARS SEE PLAN OR SCHEDULE BEAM 2'-6" SCHEDULE W SEE 2'-6" CLEAR 2" T/SLAB EL SEE PLAN COLUMN TYPICAL AREA OF SLAB AND BEAMS TO BE PUDDLED WITH HIGHER STRENGTH CONCRETE TYPICAL - SEE NOTES BE A M - T Y P I C A L BEAM TYPICAL PERIMETER OF PUDDLED AREA TYPICAL SLAB SPAN TYPICAL 2'-0" MIN FROM FACE OF COLUMN ALL AROUND, TYPICAL - - NOTES: 1. PUDDLING IS REQUIRED IN THE FLOOR AT ALL COLUMNS WHERE THE CONCRETE COMPRESSIVE STRENGTH (f'c) OF THE COLUMN ABOVE OR BELOW THE FLOOR IS GREATER THAN 1.4 TIMES THE CONCRETE COMPRESSIVE STRENGTH (f'c) OF THE FLOOR 2. SLAB AND BEAMS SHALL BE PUDDLED WITH THE LARGER CONCRETE COMPRESSIVE STRENGTH (f'c) USED FOR THE COLUMN ABOVE OR BELOW 3. PLACE THE HIGHER STRENGTH CONCRETE IN THE AREA TO BE PUDDLED BEFORE PLACING THE LOWER STRENGTH CONCRETE OF THE SLAB 4. THE DIFFERENT CONCRETE COMPRESSIVE STRENGTHS (f'c) SHALL BE WELL INTEGRATED AT THE PERIMETER OF THE PUDDLED AREA TO PROVIDE MONOLITHIC CONCRETE IN THE FINAL CONDITION - - MARK S1 T (IN) 8 BOTTOM BARS #4@8" REINFORCEMENT TOP BARS #4@8" S & T BARS #4@12" REMARKS REFER PLAN FOR TOPPING THICKNESS ONE-WAY SLAB SCHEDULE f'c = SEE GENERAL NOTES NOTES: 1. SLAB BOTTOM CLEAR COVER 3/4" UNLESS OTHERWISE NOTED IN SCHEDULE 2. SLAB TOP CLEAR COVER 3/4" UNLESS OTHERWISE NOTED IN SCHEDULE 3. SHRINKAGE AND TEMPERATURE REINFORCEMENT TO BE DISTRIBUTED ALONG BOTTOM FACE OF SLAB UNLESS OTHERWISE NOTED. S2 12 #6@10" #6@12" #4@9" S3 10 #5@6" #5@6" #5@12" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:32:30 PM R1.S5.41 TYPICAL CONCRETE ONE-WAY SLAB DETAILS S21043.00 SCALE: NOT TO SCALE1TYPICAL ONE-WAY SLAB ELEVATION SCALE: NOT TO SCALE2 TYPICAL ONE-WAY SLAB REINFORCEMENT DETAIL AT BEAM PARALLEL TO SLAB SPAN SCALE: NOT TO SCALE3TYPICAL ONE-WAY SLAB/BEAM PUDDLING PLAN SCALE: NOT TO SCALE4ONE-WAY SLAB SCHEDULE A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 2-#5 T&B CONT MIN #5@12"T ADDITIONAL D LESS THAN T MINUS 2 INCHES BOTTOM BARS INTERRUPTED BY STEP T/SLAB EL SEE PLAN T 2'-6" 1'-0" MIN 6D 6" M A X D T/SLAB EL SEE PLAN T T/SLAB EL SEE PLAN T T/SLAB EL SEE PLAN T SLAB BOTTOM BARS SEE PLAN OR SCHEDULE SLAB BOTTOM BARS SEE PLAN OR SCHEDULE SLAB BOTTOM BARS SEE PLAN OR SCHEDULE SLAB BOTTOM BARS SEE PLAN OR SCHEDULE SLAB TOP BARS SEE PLAN OR SCHEDULE SLAB TOP BARS SEE PLAN OR SCHEDULE MINIMUM OVERALL LENGTH OF TOP BARS AS INDICATED ON PLAN LTS . . 6" M A X D D LESS THAN T MINUS 2 INCHES TOP AND BOTTOM BARS INTERRUPTED BY STEP LTS Ld MIN 1'-0" MIN 6D LTS . . . . 2-#5 T&B CONT MIN WALL SEE PLAN HOOK AS REQUIRED 2-#4 ADDITION A L TOP & BOTTOM PLAN AT RE-ENTRANT CORNER PLAN AT WALL TYPICAL 2"CLEAR 3"2" SLAB SEE PLAN 2" 3" SLAB SEE PLAN 2'-0"MIN 2'-0"MIN TYPICAL 2'-0"MIN 2-#4 ADDITION A L TOP & BOTTOM T/SLAB EL SEE PLAN NOTES: 1. FOR SIZE AND LOCATION SEE ARCH, MEP, OR STRUCTURAL DRAWINGS 2. ROUGHEN SURFACE OF SLAB TO 1/4" AMPLITUDE CLEAN THOROUGHLY AND APPLY BONDING AGENT IMMEDIATELY BEFORE CASTING CURB 3. THIS DETAIL IS APPLICABLE AT CURBS FOR NON-STRUCTURAL ELEMENTS SUCH AS SKYLIGHTS, INTERIOR PARTITIONS AND INTERIOR RAILINGS 4. SEE ARCH DRAWINGS FOR EMBEDDED PLATES AND BLOCKOUTS REPLACE REINFORCEMENT INTERRUPTED BY BLOCKOUTS 1' - 6 " M A X H #4@12" 2 HORIZONTAL BARS MIN KEYWAY OR INTENTIONALLY ROUGHENED SURFACE CURB WIDTH - 4" MIN TO 7" MAX CURB WIDTH OVER 7" CORING AND CUTTING THROUGH REINFORCEMENT IS NOT ALLOWED USE EMBED PLATES #4 @ 12" OC W/ STD HOOK @ BOT OF SLAB #4@12" 2 HORIZONTAL BARS MIN EQ EQ NOTES: ADDITIONAL BARS 1. PROVIDE ADDITIONAL BARS ON EACH SIDE OF OPENING FOR TOP AND BOTTOM BARS THAT ARE INTERRUPTED BY OPENINGS DISTRIBUTE REPLACEMENT BARS EQUALLY TO BOTH SIDES OF OPENING AT 3" SPACING 2. PROVIDE A MINIMUM OF 2 BARS EACH SIDE OF OPENING TOP AND BOTTOM WHERE NO TOP BARS ARE PRESENT, PROVIDE ADDITIONAL TOP BARS SHOWN ABOVE 3. AT CLUSTERED OPENINGS, PROVIDE THESE ADDITIONAL BARS AROUND THE CLUSTER PLUS THE ADDITIONAL BARS SHOWN IN THE CLUSTERED OPENING DETAIL SLAB OPENING UNINTERRUPTED BARS INTERRUPTED BARS OPENING SIZE (LARGER DIMENSION OF OPENING) SLAB OPENING 1-#4 TOP BARS FOR OPENINGS GREATER THAN 1'-0" 12" - 36" 0 - 12" NOTES: 1. REFER TO PLANS FOR ADDITIONAL BARS AROUND OPENINGS 2. SEE STRUCTURAL DRAWINGS FOR QUANTITY AND LOCATIONS OF OPENINGS. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH MEP DRAWINGS NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES FOR REVIEW AND APPROVAL 3. FOR TWO-WAY SLAB SEE TYPICAL TWO-WAY SLAB OPENING LIMITATIONS. FOR OPENING NOT MEETING LIMITATIONS OR GREATER THAN 3 FEET, SUBMIT OPENINGS TO SER FOR APPROVAL 4. FOR ONE-WAY SLABS WHERE THE OPENING DIMENSION PERPENDICULAR TO THE DIRECTION OF THE SPAN IS GREATER THAN 2 FEET, SUBMIT OPENINGS TO SER FOR APPROVAL 5. WHERE ADJACENT OPENINGS ARE NOT SEPARATED BY 2X THE LARGEST OPENING DIMENSION OR WOULD INTERRUPT THE ADDITIONAL REINFORCEMENT FROM THE ADJACENT OPENING, SUBMIT OPENINGS TO SER FOR APPROVAL TOP BARS ALL SIDE 1 - #4 NONE ADDITIONAL BARS WHERE BARS ARE INTERRUPTED ADDITIONAL TOP BARS WHERE NO TOP BARS ARE PRESENT ADDITIONAL TOP BARS L + LT S2 x Ld W L + LT S2 x Ld W + L T S 2 x L d L W + L T S 2 x L d 3" TYP 3" TYP L + LT S2 x Ld W L + LT S2 x Ld W + L T S 2 x L d L W + L T S 2 x L d ADDITIONAL BARS AT EACH LAYER (SIZE TO MATCH INTERRUPTED BARS) ADD 1/2 THE NUMBER OF BARS INTERRUPTED BY OPENING + 1 ON EACH SIDE OF OPENING LARGER OF L + LTS OR 2 x Ld W L + LTS 2 x Ld W L + LTS 2 x Ld L + LTS 2 x Ld 1'-6" "B " TYPICAL SLAB REINFORCEMENT OR ADD 1-#4 TOP AND BOTTOM CLUSTERED OPENING ADDITIONAL REINFORCEMENT NOTES: CLUSTERED OPENINGS 1. THE REINFORCEMENT REQUIREMENTS AT CLUSTERED OPENING ARE IN ADDITION TO THE TYPICAL SLAB OPENING DETAIL REQUIREMENTS AROUND THE ENTIRE CLUSTER 2. FOR ONE-WAY SLABS, WHEN CLUSTERED OPENING IS GREATER THAN 2 FEET, SUBMIT TO SER FOR APPROVAL. 3. FOR TWO-WAY SLABS, WHEN CLUSTERED OPENING DOES NOT MEET TWO-WAY SLAB OPENING LIMITATIONS OR IS GREATER THAN 3 FEET, SUBMIT TO SER FOR APPROVAL MA X 3' - 0 " . MAX 3'-0". OPENING SIZE FOR DETERMINING SLAB REINFORCEMENT AT CLUSTERED OPENINGS TYPICAL OR HOOK CLEAR DISTANCE TO ADJACENT OPENING LESS THAN 1'-0" CL E A R D I S T A N C E T O AD J A C E N T O P E N I N G LE S S T H A N 1 ' - 0 " 3' - 0 " M A X MAX 3'-0". 3' - 0 " M A X MAX 3'-0" . 1-#4 TOP AND BOTTOM TYPE 1 TYPE 3TYPE 2 SEE TYPE 1 FOR INFORMATION NOT SHOWN SEE TYPE 1 FOR INFORMATION NOT SHOWN 1-#4 TOP AND BOTTOM OPENING SIZE FOR DETERMINING SLAB REINFORCEMENT AT CLUSTERED OPENINGS OPENING SIZE FOR DETERMINING SLAB REINFORCEMENT AT CLUSTERED OPENINGS UNLESS SPECIFICALLY NOTED PER PLAN THICKNESS REINFORCEMENT ≤ 4" ≤ 6" ≤ 3"WWR 6x6 - W2.9xW2.9 #3 @ 10" TOP EACH WAY DETAIL AT RAMP CONCRETE FILL SEE ARCH DRAWINGS SEE SCHEDULE FOR REINFORCEMENT UON CONTINUOUS #4 NOSING BAR NOT SHOWN CONCRETE SLAB SEE PLANS FOR REINFORCEMENT SEE SCHEDULE INTENTIONALLY ROUGHEN SURFACE AND BOND TO SLAB PER SPECIFICATIONS FOR CONSTRUCTION JOINTS FOR SIZE AND LOCATION SEE ARCH SLAB PLANS #4 NOSING CONT ALL AROUND 0' - 5" TYPICAL 1'-6" INTENTIONALLY ROUGHEN SURFACE AND BOND TO SLAB PER SPECIFICATIONS #3 @ 10" OC W/ STD HOOK @ BOT OF SLAB EACH SIDE OF RAMP CONCRETE SLAB, SEE PLANS SAW-CUT EDGE 5/8" MAX 2" M I N #3 @ 10" OC W/ STD HOOK @ BOT OF SLAB EACH SIDE OF RAMP OR PAD WWR 6x6 - W4.0xW4.0 SECTION AT RAMP OR PAD WHERE t > 6" SEE 12 R1.S5.43 NOT TO SCALE TYPICAL STEP IN SLAB DETAILS1 NOT TO SCALE TYP CORNER SLAB DETAILS10 NOT TO SCALE TYPICAL CURB DETAILS (NOT SUBJECT TO LATERAL LOADS)11 NOT TO SCALE TYPICAL SLAB OPENING DETAILS6 NOT TO SCALE TYPICAL DETAIL OF CONCRETE FILL HOUSEKEEPING PAD / MECHANICAL PAD / RAMP12 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL NOT TO SCALE 11/19/2024 3:32:37 PM R1.S5.42 TYPICAL CONCRETE SLAB DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 POST-TENSIONED CONCRETE NOTES: 1. FOR POST-TENSIONED CONCRETE, MAXIMUM CONDUIT OUTER DIAMETER IS THE SMALLER OF: a. T/4 b. 2" 2. CONDUITS MAY NOT BE TIED TO, CONTACT, DISPLACE, OR INTERRUPT THE POST-TENSIONING REINFORCEMENT CONDUIT D1 CONDUIT D2 TOP BARS SEE PLAN OR SCHEDULE SEE NOTE 9 WHERE NO BARS ARE PRESENT BOTTOM BARS SEE PLAN OR SCHEDULE SEE NOTE 9 WHERE NO BARS ARE PRESENT CL SUPPORT T/SLAB EL SEE PLAN ORT SE E P L A N SC H E D U L E MIN CLE A R1' - 0"MIN0' - 8 1/4" = T/3 UON MAX DIA SEE NOTE 5 SEE NOTE 4 T T NOTES: 1. PLACE CONDUITS BETWEEN TOP AND BOTTOM LAYER OF REINFORCEMENT CENTERED WITHIN SLAB 2. CROSSOVER OF CONDUITS AND/OR PIPES IS NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY SER 3. CONDUITS TO BE PLASTIC OR STEEL. USE OF ALUMINUM CONDUITS IS NOT PERMITTED 4. PLACE CONDUITS THE LARGEST OF THE FOLLOWING CLEAR FROM FACE OF COLUMN: a. LARGEST COLUMN DIMENSION (WIDTH OR DEPTH) b. 2 x SLAB THICKNESS, T c. 1'-0" 5. MAINTAIN A CLEAR SPACING BETWEEN CONDUITS OF THREE TIMES THE LARGER OUTER DIAMETER OF D1 AND D2, BUT NOT LESS THAN 6" MIN. 6. NO MORE THAN THREE (3) CONDUITS PER SIX (6) FT W IDTH OF SLAB ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY SER 7. WHERE LARGE NUMBERS OF CONDUIT ENTER THE SLAB AT ONE LOCATION: a. SUBMIT LAYOUT FOR APPROVAL BY SER. b. FAN OUT CONDUITS IMMEDIATELY c. PROVIDE ADDITIONAL TOP & BOTTOM REINFORCEMENT AS DIRECTED BY SER UNTIL NOTES 5 AND 6 SPACING REQUIREMENTS ARE MET 8. NO CONDUITS ARE PERMITTED WITHIN A DISTANCE "T" CLEAR FROM SLAB EDGE, SLAB DEPRESSION, OR DROP PANEL WITHOUT WRITTEN APPROVAL BY SER 9. WHERE NO BARS ARE PRESENT AT ONE OR MORE FACES OF SLAB, PROVIDE THE FOLLOWING REINFORCEMENT PERPENDICULAR TO THE CONDUIT(S) 3'-0" LONG OR EXTENDING 1'-0" PAST EACH SIDE OF CONDUIT(S), WHICHEVER IS LARGER: T < 8" #4@12" OC 8" < T < 1'-0" #5@12" OC 1'-0" < T < 1'-6" #6@12" OC 10. ANY DEVIATIONS FROM THE ABOVE STATED CONDITIONS REQUIRE WRITTEN APPROVAL BY SER. SLAB TOP BAR, SEE PLAN T&B HOOKED BARS AT ALL SLAB EDGES, SEE PLAN SLAB BOTTOM BAR, SEE PLAN MINIMUM (2)-#5 T&B CONTINUOUS AT ALL SLAB EDGES ADDITIONAL EDGE BARS WHERE SHOWN PER REINF PLANS. SEE PLAN FOR SIZE AND QTY 1. FOR ADDITIONAL INFO SEE & 2" TYP 3" CLR @ ELEVATOR DOOR SIDE EDGE 2. AT INTERIOR EDGE CONDITIONS, EXTEND (4)-#4 BARS INDICATED ABOVE 1'-10" PAST OPENINGS U.O.N. NOTES: 3", OR 6" MAX AT SLEEVE PENETRATIONS SLEEVE PENETRATION WHERE OCCURS 6 R1.S5.60 3 R1.S5.60 MIN 6" T/SLAB PER PLAN TYP LTS UNO 4" T Y P SLAB REINF PER PLAN . 1' - 0" SLAB THICKNESS PER PLAN STRUCTURAL FOAM INFILL #4@12" OC EW . SEE ARCH AND MEP DWGS. 1'-4" MAX LTS NOTE: STRUCTURAL FOAM SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 40PSI, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. C T/SLAB PER PLAN SLAB REINF PER PLAN . STRUCTURAL FOAM CONC TOPPING AT RAMP, SEE PLAN AND ARCH DWGS NOTE: PT TENDONS NOT SHOWN FOR CLARITY SEE 12 R1.S5.42 #4@12" OC EW . DOWEL TO MATCH REINF SIZE AND SPACING, W/ STD HOOK AT BOTTOM SEE ARCH (NTS) LTS NOT TO SCALE TYPICAL CONDUITS IN SLAB3 NOT TO SCALE TYPICAL SLAB EDGE DETAIL8 NOT TO SCALE TYPICAL TOPPING SLAB DETAIL ON STRUCTURAL FOAM12NOT TO SCALE TYPICAL SLOPING SLAB BASE DETAIL10 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:32:43 PM R1.S5.43 TYPICAL CONCRETE SLAB DETAILS S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 A - A - B - C - 90 DEGREE STANDARD HOOK UON AS HEADED OR MECHANICAL ANCHOR TYPICAL SIDE BARS SEE TYPICAL BEAM SECTION90 DEGREE STANDARD HOOK AT SIDE BARS NOTES: 1. ELEVATION AS SHOWN REPRESENTS STIRRUP ARRANGEMENT AT COLUMN SUPPORTS 2. FOR STIRRUP ARRANGEMENT AT BEAM SUPPORT SEE TYPICAL DETAILS AT BEAM JOINT SUPPORT 3. CONTRACTOR TO MINIMIZE NUMBER OF SPLICES 4. IF SPLICES ARE REQUIRED THE SPLICES SHALL BE LOCATED WHERE INDICATED ON THIS DETAIL FACE OF BEAM BEYOND WHERE APPLICABLE SEE NOTE 1 & 2 LONG TOP BARS SEE SCHEDULE SHORT TOP BARS SEE SCHEDULE LONG BOTTOM BARS SEE SCHEDULE SIDE BARS SEE TYPICAL BEAM SECTION EXTEND TOP BARS INTO SLAB FACE OF COLUMN OR WALL WHERE APPLICABLE CL SPAN CL SUPPORT CL SUPPORT CL SUPPORT CL SUPPORT 4 R1.S5.50 LONG BOTTOM BARS SEE SCHEDULE SHORT BOTTOM BARS CENTER AT MIDSPAN UON ON SCHEDULE LONG BOTTOM BARS SEE SCHEDULE SHORT BOTTOM BARS SEE SCHEDULE END SPAN INTERIOR SPAN CANTILEVER SPAN SCHEDULED STIRRUPS TYPICAL MINIMIZE 2" CLEAR MIN AT ENDS T/BEAM EL SEE PLAN 6" 0" LONG TOP BARS SEE SCHEDULE SHORT TOP BARS CENTER ON SUPPORT UON ON SCHEDULE LONG TOP BARS SEE SCHEDULE SHORT TOP BARS SEE SCHEDULE STIRRUPS SCHEDULED CL SPAN SCHEDULED STIRRUPS LEFT END RIGHT END LEFT END RIGHT END TYPICAL Ld 90 DEGREE HOOK UON AS HEADED OR MECHANICAL ANCHOR ONLY WHERE BARS CANNOT EXTEND INTO SLAB SEE SCHEDULE LTS TYPICAL LTS LTS STIRRUP TYPICAL 3" FROM FACE OF SUPPORT TO FIRST UON 0 " T Y P UON 0 " T Y P LTS SEE SCHEDULE LTS STIRRUPS SEE SCHEDULE SIDE BARS SEE NOTE 1 BOTTOM BARS SEE SCHEDULE TOP BARS SEE SCHEDULE AND NOTE 2 NOTES: 1. IF H IS GREATER THAN 36" PROVIDE SIDE BARS #5@10" MINIMUM UNLESS OTHERWISE NOTED IN SCHEDULE 2. WHERE TWO LAYERS OF BARS ARE REQUIRED, TOP OR BOTTOM, PLACE SHORT BARS AS INNER LAYER CL BEAM TO SLAB REINFORCEMENT 3"FROM FACE OF SUPPORT SEE SCHEDULE W EQ E Q E Q SE E S C H E D U L E H WHIC H E V E R G R E A T E R LE A R D I S T A N C E 0' - 1" O R d b CLEAR DISTANCE 1" OR db WHICHEVER IS GREATERMULTIPLE LAYERS WHERE REQUIRED BY BEAM SCHEDULE OR TO AVOID SPACING CLOSER THAN MINIMUM BAR SPACING INDICATED IN LAP SPLICE SCHEDULE T/BEAM AND SLAB EL SEE PLAN TO STIRRUPS 1 1 / 2 " C L E A R M I N I M U M TO S T I R R U P S 1 1 / 2 " C L E A R TO STIRRUPS 1 1/2"CLEAR LEFT END RIGHT END1B2 RI G H T EN D LE F T EN D 1B 1 LEFT END 1B3 RIGHT END LEFTEND RIGHTEND 1B4 BEAM MARK SEE SCHEDULE LEFT END 1PT4 RIGHT END RI G H T EN D LE F T EN D 1P T 1 CANTILEVER SPAN CANTILEVER SPAN TOP BARS FOR SUPPORTED BEAM BOTTOM BARS FOR SUPPORTED BEAM FACE OF BEAM BOTTOM BARS FOR SUPPORTED BEAM TOP BARS FOR SUPPORTED BEAM FACE OF BEAM BOTTOM BARS FOR SUPPORTING BEAM STIRRUPS - TYPICAL TOP BARS FOR SUPPORTING BEAM BOTTOM BARS FOR SUPPORTING BEAM TOP BARS FOR SUPPORTING BEAM CL SUPPORTED BEAM CL SUPPORTED BEAM CL SUPPORTED BEAM CL SUPPORTING BEAM CL SUPPORTING BEAM CL SUPPORTING BEAM T/BEAM EL SEE PLAN T/BEAM EL SEE PLAN BOTTOM BARS FOR SUPPORTED BEAM TOP BARS FOR SUPPORTED BEAM FACE OF BEAM BOTTOM BARS FOR SUPPORTING BEAM TOP BARS FOR SUPPORTING BEAM CL SUPPORTING BEAM T/BEAM EL SEE PLAN BEAM MARK (NOTE: NO BEAM MARK) BE A M M A R K B E A M M A R K BEAM MARK BE A M M A R K SECOND LAYER IF OCCURS A ELEVATION OF SUPPORTING BEAM C ELEVATION OF SUPPORTED BEAMBELEVATION OF SUPPORTED BEAM LTS MINIMIZE STIRRUPS - TYPICAL D PLAN E PLAN 4 LEGS - TYPICAL INTERIOR BEAM 4 LEGS - BEAM WITH TORSION 2 LEGS - TYPICAL INTERIOR BEAM 2 LEGS - BEAM WITH TORSION 4 LEGS - FREESTANDING BEAM4 LEGS - EDGE BEAM 2 LEGS - EDGE BEAM 2 LEGS - FREESTANDING BEAM W H H W H W H W H W W H W H H W A TYPE 2A E TYPE 4A B TYPE 2B F TYPE 4B C TYPE 2C G TYPE 4C D TYPE 2D H TYPE 4D STIRRUPS SEE SCHEDULE NOTES: 1. CONTRACTOR SHALL SUBMIT CONCRETE CONSTRUCTION JOINT LAYOUT FOR REVIEW AND APPROVAL (REFER TO GENERAL NOTES AND SPECIFICATIONS) PRIOR TO REINFORCEMENT SUBMITTAL. 2. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM SER. BOTTOM BARS CONTINUOUS THROUGH JOINT SEE SCHEDULE SIDE BARS SEE TYPICAL BEAM SECTION FIRST POUR SECOND POUR T/BEAM EL SEE PLAN H TOP BARS SEE SCHEDULE NOTE ADDITIONAL STIRRUPS ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE 2" 2"LTS STIRRUPS SEE SCHEDULE BOTTOM BARS SEE SCHEDULE TOP BARS SEE SCHEDULE 90 DEGREE STANDARD HOOK TYPICAL TYPICAL SLAB REINFORCEMENT SEE PLAN CL BEAM T/HIGH SLAB EL SEE PLAN T/LOW SLAB EL SEE PLAN SEE SCHEDULE W NOTES: 1. SEE TYPICAL BEAM SECTION FOR INFORMATION NOT SHOWN SE E S C H E D U L E H T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:32:51 PM R1.S5.50 TYPICAL CONCRETE BEAM DETAILS S21043.00 NOT TO SCALE TYPICAL BEAM ELEVATION1 NOT TO SCALE TYPICAL BEAM SECTION4 NOT TO SCALE BEAM ORIENTATION KEY PLAN5 NOT TO SCALE TYPICAL DETAILS AT BEAM JOINT SUPPORT12 NOT TO SCALE BEAM STIRRUP TYPES6 NOT TO SCALE TYPICAL BEAM CONSTRUCTION JOINT - ELEVATION9 NOT TO SCALE10 TYPICAL SLAB / BEAM DETAIL AT CHANGE OF SLAB ELEVATION A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 NOTES: 1. TOP OF BEAM IS ASSUMED TO BE TOP OF SLAB UON. 2. LEFT END AND RIGHT END OF BEAM ARE DEFINED ON BEAM ORIENTATION KEY PLAN 3. WHERE REINFORCEMENT IS NOTED AS "SEE ADJ BEAM", REINFORCEMENT IS TO BE CONTINUED FROM ADJACENT BEAM 4. SEE TYPICAL BEAM SECTION DETAIL WHERE NO SIDE BARS ARE INDICATED BAR LENGTH BAR SIZE NUMBER OF BARS REINFORCEMENT LEGEND: 3#9x7'-2" BEAM MARK 1RB1 1RB2 W (IN) 20 20 SIZE H (IN) 30 24 LONG LEFT END TOP BARS SHORT REINFORCEMENT BOTTOM BARS SIDE BARS EACH FACE SEE NOTE 4 TYPE STIRRUPS SIZE SPACING FROM EACH END f'c = SEE GENERAL NOTES REMARKS CONCRETE BEAM SCHEDULE LONG RIGHT END TOP BARS SHORT LONG SHORT 6RB1 20 68 5#8 3#8 8#8 5#8 3#8 8#8 5#8 3#8 8#8 - - - - - - - - (8)#5 2C 2C 4C #4 #4 #5 1@3" , BAL @ 6" 1@3" , BAL @ 8" 1@3" , BAL @ 6" CB1 10 20 2#8 2#8 2#8- - - -2C #4 1@2" , BAL @ 8" 7RB1 20 24 4#9 4#9 4#9- - -2C #5 7RB2 20 24 5#9 5#9 5#9- - -2C #5 1@3" , 20 @ 6", BAL 8" RRB1 28 28 (2)#5 (2)#5 1@3" , 20 @ 6", BAL 8" 1RB3 30 24 6#9 6#9 6#92#9x10'-0"-4C #4 1@3" , BAL @ 6"2#9x10'-0" 2#9x10'-0" 2#8x10'-0" 2#8x10'-0" 2#8x10'-0" 3 LEGS OVER FIRST 10'-0" 10#8 -10#8 -4#6 - -2C #4 1@2" , BAL @ 8"PLACE TOP BARS IN 2 LAYERS T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL NOT TO SCALE 11/19/2024 3:32:57 PM R1.S5.51 CONCRETE BEAM SCHEDULE S21043.00 NOT TO SCALE CONCRETE BEAM SCHEDULE1 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 C - C - B - TENDON ANCHOR T T/ 2 NOTES: 1. SEE DETAILS AT STRESSING END FOR INFORMATION NOT SHOWN 3/8T T T/ 2 1'-6" PT TENDON STRESSING TAIL SEE SPEC FOR TENDON FINISHING PLASTIC POCKET FORMER #4 U-BARS TENDON ANCHOR TENDON SUPPORT BY POST-TENSIONING CONTRACTOR 2-#4 T & B @ 6" (IN ADDITION TO CONT EDGE BARS) T U-BARS TYPICAL, TOTAL NUMBER EQUAL TO NUMBER OF ANCHORS PLUS ONE POST-TENSIONING ANCHOR NOTES: 1. 4" MINIMUM SPACING BETWEEN EACH GROUP OF FOUR ANCHORS EXTEND BARS BEYOND LAST ANCHOR AT EACH END TYPICAL 9" BANDED TENDONS LIMIT OF TYPICAL 9" NOTE 1 TYP 3" T/ 2 A DETAIL AT STRESSING END ANCHORS B DETAIL AT DEAD END ANCHORS C ELEVATION AT EDGE OF SLAB NOTES: 1. SEE DETAILS AT STRESSING END FOR INFORMATION NOT SHOWN T/ 2 T TENDON ANCHOR 1"CLR T/ 2 #4 CONTINUOUS T & B AT SLAB EDGE T A DETAILS AT STRESSING END ANCHORS B DETAIL AT DEAD END ANCHORS PT TENDON STRESSING TAIL SEE SPEC FOR TENDON FINISHING PLASTIC POCKET FORMER TENDON ANCHOR TENDON SUPPORT BY POST-TENSIONING CONTRACTOR CL INTERIOR SUPPORT AND ANCHOR 2" CLEAR TO BAR SEE NOTE 1 1/6 LC1 MINIMUM LC1 - END CLEAR SPAN SEE NOTE 1 1/6 LCN MINIMUM LC2 - INTERIOR CLEAR SPAN 180 DEGREE STANDARD HOOK TILT FROM VERTICAL IF NECESSARY TO MAINTAIN CLEAR COVER SE E P L A N T WIDTH COLUMN 1/3 LC1 L1 - END SPAN L2 - INTERIOR SPAN L3 - CANTILEVER SPAN SEE NOTE 1 1/6 LCN MINIMUM INFLECTION POINT 0.1 L3 MINIMUM LARGER OF LC3 OR 1/6 LC2 1/3 LC21/3 LC2 INFLECTION POINT 0.1 L2 1/3 LC1 CLEAR SPAN LC3 - CANTILEVER INFLECTION POINT 0.1 L2 INFLECTION POINT 0.1 L1 INFLECTION POINT 0.1 L1 CL INTERIOR SUPPORT CL END SUPPORT EE NOTES: 1. BAR LENGTHS TO BE LARGER OF LENGTH INDICATED ON PLAN AND LENGTH INDICATED ABOVE 2. LCN DENOTES LARGER OF ADJACENT CLEAR SPANS 3. BOTTOM BARS ARE REQUIRED ONLY IF SHOWN ON PLANS 4. DIMENSION E IS MEASURED FROM BOTTOM OF SLAB TO CENTROID OF TENDON FORCE, SEE PLAN 5. INFLECTION POINT IS LOCATION ALONG TENDON PROFILE WHERE TENDON CURVATURE REVERSES 1/3 LC1 1/3 LC2 E T/ 2 SE E P L A N CL E A R CO V E R SE E P L A N CL E A R CO V E R BOTTOM BARS SEE NOTE 3 TOP BARS SEE PLAN NOTE 4 TYP E E SEE NOTE 1 12" MAX SPACING PLACE TOP BARS WITHIN THIS ZONE NOTES: 1. PROVIDE MINIMUM 2 TENDONS EACH WAY OVER COLUMN 2. DISTRIBUTED TENDONS AT COLUMN TO BE PLACED UNDER BANDED TENDONS 1.5 T COLUMN 12" MAX SPACING PLACE TOP BARS WITHIN THIS ZONE 1.5 T 1.5 T BA N D E D T E N D O N S ( M A X 5 P E R B U N D L E ) DISTRIBUTED TENDONS NONPRESTRESSED REINFORCEMENT SEE PLAN NONPRESTRESSED REINFORCEMENT PARALLEL WITH DISTRIBUTED TENDONS IN LOWER LAYER UNO 12 " M A X S P A C I N G PL A C E T O P B A R S W I T H I N T H I S Z O N E 1. 5 T 1. 5 T T 1.5 T OV E R P O U R 1/ 2 " M A X 2"MIN REMOVE ANY OVERPOUR AT PERIMETER OF COLUMN T/SLAB EL SEE PLAN NONPRESTRESSED REINFORCEMENT PARALLEL WITH BANDED TENDONS IN UPPER LAYER UNO BANDED TENDONS DISTRIBUTED TENDONS (2 MINIMUM OVER COLUMN PLACE BELOW UPPER LAYER OF REINF) A PLAN VIEW AT COLUMN B SECTION AT COLUMN - - - NOT TO SCALE TYPICAL POST-TENSIONED TWO-WAY FLAT PLATE DETAILS AT BANDED TENDONS6 NOT TO SCALE TYPICAL POST-TENSIONED TWO-WAY FLAT PLATE DETAILS AT DISTRIBUTED TENDONS3NOT TO SCALE TYPICAL POST-TENSIONED TWO-WAY FLAT PLATE1 NOT TO SCALE TYPICAL POST-TENSIONED TWO-WAY FLAT PLATE DETAILS AT COLUMN11 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:33:04 PM R1.S5.60 TYPICAL POST-TENSIONED TWO-WAY SLAB DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 TENDONS SHALL BE STRAIGHT IN THIS AREA MAX 6'-0" MA X 6 ' - 0 " MI N 6" SLAB TENDONS MIN 2" 2-#5@4" TOP & BOTTOM 2-#5@4" x 5'-0" MID-DEPTH DETAIL AT CLUSTERED PENETRATIONS TENDONS SHALL BE STRAIGHT IN THIS AREA MAX 6'-0" MA X 6 ' - 0 " MI N 6" SLAB TENDONS 2-#5@4" TOP & BOTTOM 2-#5@4" x 5'-0" MID-DEPTH DETAIL AT SINGLE OPENING #5@18" (MAX) BOTTOM NOTE 2 2'-0" MIN TYPICAL NOTE 2 2'-0" MIN TYPICAL (EITHER DIMENSION GREATER THAN 2'-0" BUT LESS THAN OR EQUAL TO 6'-0") TENDONS SHALL BE STRAIGHT IN THIS AREA MAX 2'-0" MA X 2' - 0 " MI N 6 " SLAB TENDONS 1-#4 TOP & BOTTOM 1-#4 x 3'-0" MID-DEPTH (NOT REQD AT CIRCULAR OPENINGS) DETAIL AT SINGLE OPENING NOTE 2 1'-6" MIN TYPICAL NOTES: 1. NOTIFY THE SER IN WRITING OF OPENINGS NOT SHOWN ON PLANS OR OF CONDITIONS NOT COVERED BY THESE DETAILS 2. PROVIDE STANDARD ACI 180° HOOK WHERE MINIMUM BAR EXTENSION PAST EDGE OF OPENING IS NOT POSSIBLE 3. ADDITIONAL REINFORCEMENT NOT REQUIRED FOR SLAB OPENINGS LESS THAN 1'-0" x 1'-0" OPENING OPENING MIN 2'-0" MIN 2'-0" CLR 1 1/2" CLR 1 1/2" MIN 2'-0" MIN 2'-0" MIN 2'-0" MIN 2'-0" CLR 1 1/2" 1 6 MAX SLOPE 1 6 MAX SLOPE 1 6 MAX SLOPE (BOTH DIMENSIONS LESS THAN OR EQUAL TO 2'-0") R R #4 U-BARS REMARKS 10'-0" TO 20'-0" LESS THAN 10'-0" #4 U-BARS @ 12" CONSULT SER OVER 20'-0" NO U-BAR REQD 2'-0" TYP PROVIDE 2" CLEAR DISTANCE MAX OF 4 TENDONS PER U-BAR. ADD MULTIPLE U-BARS AS REQD AT 12" TO ENCLOSE ALL BANDED OR DISTRIBUTED TENDONS WITHIN CURVE. 1'-0" TYP NOTES: 1. CLEAR SPACING BETWEEN TENDONS APPLIES WHETHER U-BARS REQUIRED OR NOT 2. NO U-BAR REINFORCEMENT REQUIRED IN STRAIGHT ZONES BETWEEN CURVES 4" WITHIN TENDON HORIZONTAL CURVATURE (NOTE 1) MAX OF 4 TENDONS MAX OF 4 TENDONS SEE NOTE 2 TENDON RADIUS R 2 1 / 2 " MI N I M U M CL E A R SLAB EDGE OR CONSTRUCTION JOINT TENDON 1.5W OR 1.5 D 18" MINIMUM ROUND OR SQUARE PENETRATION D NOTES: 1. DETAIL APPLIES AT ALL TENDON ANCHOR LOCATIONS (DEAD END OR STRESSING END) INCLUDING ANCHORS AT INTERMEDIATE STRESSING POINTS AND ADDED TENDONS 2. PENETRATION WITH DIMENSIONS GREATER THAN OR EQUAL TO 1'-0" REQUIRE REINFORCEMENT PER TYPICAL POST-TENSIONED SLAB OPENING DETAIL 3. HORIZONTAL CONDUITS IN THE SLAB SHALL NOT PENETRATE THE POST-TENSIONING ANCHORAGE BEARING ZONE W 0' - 3 2 7 / 3 2 " CLEAR 2 1/2"MIN TYP 45.00° STEEL PIPE SLEEVE (SCHED. 40) IS REQUIRED WHEN SLAB PENETRATION IS WITHIN 45° OF BEARING ZONE PENETRATIONS FARTHER THAN 1.5 X D OR W BUT NOT LESS THAN 18" FROM ANCHOR DO NOT REQUIRE STEEL PIPE INSERT ANCHOR BACK EDGE OF ANCHOR PLATE BE A R I N G Z O N E 18 " A N C H O R ELEVATION VIEW PLAN VIEW ADDED TENDONS GROUPED WITH CONTINUOUS TENDONS #4 T & B TIED TO ANCHORAGES EXTEND 9" PAST LAST ANCHOR TYPICAL ANCHOR CONTINUOUS TENDON T T/ 2 T / 2 CONTINUOUS TENDON #5x4'-0" T & B CENTERED AT EACH ANCHOR ADDED TENDONS AT 1'-0" STAGGER ANCHORS AN C H O R S 3" M I N I M U M BE T W E E N T T/ 2 T/ 2 SEE TYPICAL REINFORCEMENT AT TENDON ANCHORS STRIP TENDON SHEATHING TO ALLOW FOR STRESSING REPAIR WITH SHEATHING TAPE PER SPECIFICATION #4 x 4'-0" @ 12" OC CENTERED ON JOINT IN ADDITION TO REINF SHOWN ON PLAN CONSTRUCTION JOINT STRESSING POCKET NOTES: 1. CONTINUE ALL REINFORCEMENT ON PLAN THROUGH JOINT (NOT SHOWN FOR CLARITY) ROUGHEN SURFACE AT 1/4" AMPLITUDE TOP SURFACES OF POUR 1 AND POUR 2 ARE TO REMAIN VERTICALLY ALIGNED DURING THE CONSTRUCTION PROCESS (NO OFFSETS)STRAIGHT 1'-4"MIN L TENDONS PROVIDING SMALLER EFFECTIVE FORCE OF ADJACENT SPANS, SEE PLAN TENDONS PROVIDING LARGER EFFECTIVE FORCE OF ADJACENT SPANS, SEE PLAN T/ 2 SE E P L A N T L/4 UON SEE TYPICAL DETAIL 1'-0" STAGGER AT ADDED TENDON ANCHORS ADDED TENDONS PROVIDING DIFFERENCE OF EFFECTIVE FORCES BETWEEN ADJACENT SPANS, SEE PLAN COLUMN OR BEAM SUPPORT CL SUPPORT PT SLAB TENDONS PERIMETER SLAB EDGE T 2" MIN FROM SLAB EDGE MINIMUM OF 2 TENDONS 6" MAX FROM SLAB EDGE TYPICAL TENDON SPACING TENDON ANCHOR T T/ 2 T / 2 PER PLAN #5@12" BOTH ENDS TOP EXTEND 3'-0" BEYOND POUR STRIP 3/8" V-GROOVE WITH SEALANT TOP AND BOTTOM #4@12" CONTINUOUS TOP AND BOTTOM SEE TYPICAL REINFORCEMENT AT TENDON ANCHORS STRESSING POCKET 1 1/2" x 2" KEY CONTINUOUS BETWEEN TENDONS NOTES: 1. POUR STRIPS SHALL NOT BE PLACED UNTIL SLABS ON EACH SIDE HAVE BEEN STRESSED 2. SLAB IS DESIGNED TO CANTILEVER WITH FORMWORK REMOVED 3. FORMWORK AT BAY WITH POURSTRIP TO REMAIN IN PLACE UNTIL CONCRETE AT POURSTRIP HAS REACHED FULL 28 - DAYS DESIGN COMPRESSIVE STRENGTH CUT TENDONS AND GROUT STRESSING POCKETS PER THE SPECIFICATIONS #5@6" BOTH END BOTTOM EXTEND 3'-0" BEYOUD POUR STRIP NOT TO SCALE TYPICAL POST-TENSIONED SLAB OPENING DETAIL9 NOT TO SCALE TYPICAL DETAIL AT HORIZONTAL TENDON SWEEP7NOT TO SCALE TYPICAL REINFORCEMENT AT ANCHORAGE ZONE PENETRATIONS6 NOT TO SCALE TYPICAL REINFORCEMENT AT ADDED SLAB TENDONS4NOT TO SCALE TYPICAL REINFORCEMENT AT CONSTRUCTION JOINT WITH INTERMEDIATE STRESSING ANCHORS3NOT TO SCALE TYPICAL POST-TENSIONED SLAB WITH ADDED TENDONS1 NOT TO SCALE TYPICAL PLACEMENT OF UNIFORMLY SPACED TENDONS PARALLEL TO SLAB EDGE2 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:33:11 PM R1.S5.61 TYPICAL POST-TENSIONED SLAB DETAILS S21043.00 SCALE: 1" = 1'-0"8 TYPICAL POUR STRIP AT POST-TENSIONED SLAB A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 N = NUMBER OF HEADED SHEAR STUDS PER RAIL FACE OF COLUMN BELOW CL COLUMN CL STUD CL STUD HEADED SHEAR STUD REINFORCEMENT ELEVATION SEE A S 1" T Y P CL E A R C O V E R H T 1" T Y P I C A L NOTE 6 SEE A NOTE 6BASE RAIL 5/8" DIA TYP NOTES: 1. HEADED SHEAR STUD REINFORCEMENT BY DECON OR APPROVED EQUAL, FOLLOWING ICC ES REPORT ER-2494 2. SEE PLANS FOR HEADED SHEAR STUD REINFORCEMENT LOCATIONS 3. HEADED STUDS AND RAIL ASSEMBLY SHALL CONFORM TO ASTM 1044 WITH STUD Fy=50 KSI MINIMUM 4. ALL DIMENSIONS ARE IN INCHES 5. BASE RAILS TO BE PLACED PERPENDICULAR TO COLUMN FACES 6. DIMENSION A TO BE 1" 7. TO DETERMINE HEADED STUD ARRANGEMENT TYPE (A,B OR D): REF TO LOCATION OF COLUMNS ON PLAN AND 1/R1.S5.00 & R1.S5.01 8. IT IS PERMISSIBLE TO INSTALL THE STUD RAIL “UP-SIDE DOWN” WITH ALL MINIMUM CLEARANCES REQUIREMENTS MET. TYPE B - CORNER COLUMN NOTE: SEE TYPE A FOR INFORMATION NOT SHOWN OR NOTED EDGE OF SLAB 4 * T 4 * T TYPE A - INTERIOR COLUMN BASE RAIL ENDS AT FACE OF COLUMN TYPICAL L EDGE OF BASE RAIL TO BE IN LINE WITH COLUMN FACES UON TYPICALW #'S OF RAILS PER SCHEDULE EQUAL SPACING ALONG EACH FACE TYPICAL 0' - 11 11 /32" 0' - 11 11 /32" TYPE D - EDGE COLUMN EDGE OF SLAB NOTE: SEE TYPE A FOR INFORMATION NOT SHOWN OR NOTED 4 * T STUD RAIL SCHEDULE STUDRAIL MARK # OF RAILS / LENGTH # OF RAILS/ WIDTH S(IN) SR1 T (IN) 4 8 N 83 4 SR2 4 8103 3 SR3 4 863 4 SR4 SR5 SR6 SR7 SR8 3 3 3 3 3 3 2 2 3 3 4 4 4 4 4 6 13 9 7 11 8 12 12 10 10 SR9 3 3 4 18 SR10 3 2 3 16 SR11 3 2 3 6 16 16 16 SR12 2 2 4 8 16 SR13 3 2 4 8 16 NOT TO SCALE HEADED SHEAR STUD REINFORCEMENT ELEVATION AND SCHEDULE7 NOT TO SCALE HEADED SHEAR STUD REINFORCEMENT TYPE -PLAN ARRANGEMENT3 NOTE: 1. DIMENSION T: REFER TO HEADED STUD REINFORCEMENT ELEVATION AND SCHEDULE DETAIL (ON THIS SHEET) T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:33:17 PM R1.S5.62 HEADED SHEAR STUD REINFORCEMENT SCHEDULE S21043.00 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 T/WALL B/WALL VERT REINF IN FIRST CELL, UON #5 MIN BAR DIA USE AT ENDS, OR CORNERS SEE LINTEL SCHEDULE OPENING LENGTH "L" BOND BEAM UNITS (INVERTED) VERT IN FIRST CELL AT ALL OPENINGS FULL HEIGHT EMBED TYP LAP SPLICE HOOK VERT TRIM WHERE EMBED BEYOND OPNG LESS THAN LAP SPLICE TOP BARS & CHORD BARS CONT THRU WCJ OPENINGS TYP 1'-4" MIN BTWN VERT IN FIRST CELL OF LINTEL & PIER AT OPENING TYP OPENING TYP 1'-4" MIN BTWN DUCT OPENING SEE MECH SIZE NEAREST TO BLOCK MODULE 6 - TYP WALL REINF SEELA P , T Y P DOWEL TO MATCH VERT REINF SEE LINTEL SCHEDULE OPENING LENGTH "L" P I E R H E I G H T 4 R1.S6.01 12 R1.S6.01 7 R1.S6.01 #3 @ 8" OC TIES OR VERT REINF IN THE FIRST CELL TYP CALL HORIZ REINF VERT REINF IN THE FIRST CELL #3 @ 8" OC TIES OR VERT REINF IN THE FIRST CELL VERT REINF IN THE FIRST CELL TYP CALL VERT REINF CL WALL LAP LAP CL WALL NOTES: 1. USE WALL PIER DETAIL WHERE: - PIER LENGTH<5x WALL "t" - PIER HEIGHT>2x PIER LENGTH 2. EXTEND HORIZONTAL TIES LAP SPLICE LENGTH ABOVE & BELOW OPENING MA X C L R = 1 " MI N C L R = VE R T B A R D I A 8" CMU PIER 12" CMU PIER CL WALL NOTES: 1. SEE PLANS FOR WALL TYPE LOCATIONS. 2. LAP SPLICE REINFORCING PER 3. CMU SHALL BE RUNNING BOND & FULLY GROUTED UON 4. USE DOUBLE OPEN END BLOCKS TO THE EXTENT PRACTICAL TYP DO NOT PLACE CLOSED SIDES BACK TO BACK. 5. SEE STRUCTURAL GENERAL NOTES FOR MATERIAL SPECIFICATIONS 6. FOR WALL CONTRUCTION & CONTROL JOINT SEE DETAIL 7. FOR WALL CORNERS & INTERSECTIONS SEE DETAIL 8. SEE SHEET R1.S6.02 FOR TYPICAL TOP OF WALL CONNECTIONS. MAX CLR=1" MIN CLR= VERT BAR DIA 8" CMU WALL 12" CMU WALL VERT REINF AT CL WALL TYP UON VERT REINF AT CL WALL TYP UON BOND BEAM UNIT AT HORIZ REINF LOCTION TYP HORIZ REINF 6 - 12 - 9 - SECTION VIEW REINFORCING SCHEDULE FOR CONCRETE MASONRY WALL WALL TYPE NOMINAL THICKNESS CMU1 CMU2 CMU3 8" 12" #5 @ 8" OC 12" VERTICAL REINF #6 @ 16" OC #5 @ 16" OC SINGLE HORIZONTAL REINF No. OF REINF CURTAIN #4 @ 24" OC #5 @ 16" OC #5 @ 16" OC SINGLE DOUBLE CMU4 8"#5 @ 16" OC #4 @ 24" OC SINGLE 10'-0" MAX HEIGHT 20'-0" 10'-0" 7'-0" COMMENTS INTERIOR WALL AT PARKING INTERIOR WALL AT PARKING EXT WALL AT PARKING CMU5 8"#6 @ 16" OC #5 @ 24" OC 20'-0" CMU6 12"#6 @ 16" OC #5 @ 24" OC DOUBLE 26'-0" EXT WALL AT PARKING INTERIOR WALL INTERIOR WALL SINGLEC NOTES: 1. "K" SHALL BE TAKEN AS THE CMU COVER DIMENSION OR THE CLEAR SPACING BETWEEN ADJACENT BARS, WHICHEVER IS LESS. SEE ABOVE. 2. WHERE EPOXY-COATED REINFORCING IS USED, INCREASE LAP SPLICE LENGTH BY 50%. 3. SPLICES OF HORIZONTAL REINFORCEMENT IN WALLS SHALL BE STAGGERED. 4. SPLICES OF HORIZONTAL REINFORCEMENT IN WALLS CONTAINING TWO CURTAINS OF REINFORCEMENT SHALL NOT OCCUR IN THE SAME LOCATION. 5. "N/A" MEANS "NOT ALLOWABLE" INCREASE "K" FOR ALLOWABLE LAP SPLICE. K=MINIMUM (K1 OR K2) K1=COVER SPACING K2=BAR LAP SPLICE LENGTH (f 'm=1800PSI) BAR SIZE FOR K>2db #3 #4 #5 FOR K>3db FOR K>4db N/A 2'-0" 1'-6" 3'-0" 2'-8" 2'-0" 3'-3" 2'-6"3'-9" #6 4'-6" 3'-9"4'-6" #7 5'-3" 4'-6"5'-3" #8 6'-0" 5'-9"6'-0" #9 6'-10" 6'-6"6'-10" A 8" WALL B 12" WALL HORIZ REINF PER SCHED VERT REINF PER SCHED HORIZ REINF PER SCHED HORIZ REINF PER SCHED HORIZ REINF PER SCHED INVERTED BOND BEAM AT CONTRACTOR'S OPTION WHERE BOT FACE OF LINTEL IS ENTIRELY CONCEALED LINTEL UNIT TYP VERT REINF PER SCHED TYP WALL HORIZ REINF TYP WALL HORIZ REINF ALT STIRRUP CAP REINFORCING SCHEDULE FOR LINTEL CMU WALL OPENING LENGTH MIN LINTEL DEPTH 6"-8" WALL L < 4'-0" L < 6'-0" L < 8'-0" 2'-0" 2'-8" #5 #3 @ 6" OC 2'-8" HORIZ VERT HORIZ 12" WALL VERT #5 #6 2-#5 2-#6 2-#7 #3 @ 8" OC #3 @ 8" OC #3 @ 6" OC #3 @ 8" OC #3 @ 8" OC LI N T E L D E P T H LI N T E L D E P T H WALL SECTION MIN GROUT PLACEMENT FLUSH WITH TOP OF BLK WALL, SEE ARCH. CONSTRUCTION JOINT 1 1 / 2 " A T O T H E R J O I N T S DE P R E S S G R O U T RI E N F L O C A T I O N DE P R E S S G R O U T 1 1 / 2 " A T H O R I Z 8" CMU WALL 12" CMU WALL LA P HOOK OUTER HORIZ REINF TO LAP 4 EXTRA TYP VER BARS, PLACE FOR ANCHORAGE AS SHOWN ON INSIDE OF HORIZ BARS INNER HORIZ REINF W/ STD HOOK DOWN HORIZ REINF DOWEL W/ STD HOOK LA P VERT REINF AT WALL CORNER TYP PLACE INSIDE OF HORIZ REINF A AT CORNERS 8" CMU WALL 12" CMU WALL B AT INTERSECTIONS 8" CMU WALL 12" CMU WALL C AT ENDS LAP LAP HORIZ REINF DOWEL VERT REINF AT WALL INTERSECTION PLACE INSIDE OF HOOK HORIZ REINF DOWEL W/ STD HOOK 4 EXTRA TYP VERT BARS, PLACE FOR ANCHOR AS SHOWN ON INSIDE OF HORIZ BARS LAP W/ HORIZ REINF #3 18" HORIZ REINF W/ STD HOOK DOWN VERT REINF AT WALL ENDS TYP HORIZ REINF W/ STD HOOK DOWN AT ENDS & JAMBS OF WALLS TYP VERT REINF AT WALL ENDS TYP LAP W/ HORIZ REINF #3 18" GAP 1/2"TERMINATE HORIZ REINF BARS EXCEPT TOP BARS & CHORD BARSCAULKING & NEOPRENE CONTROL JOINT, SEE ARCH. RAKE OUT MORTAR JOINT 1/4" EA SIDE NOTE: SEE FOUNDATION PLAN FOR WALL CONTROL JOINT LOCATIONS MARKED THUS: WCJ WALL PLAN A MID WALL B END OF WALL 40 BAR DIA 4-#5 VERT TYP #3 TIES @ 8" OC TYP DOWELS TO MATCH WALL HORIZ REINF W/ STD HOOK 4-#5 VERT TYP #3 TIES @ 8" OC TYPTYP 1/2" CLR WALL HORIZ REINF CONT THRU PILASTER EMBEDMENT MIN 1/2" CLR BOLTS IN MASONRY 1 " M I N G R O U T A L L A R O U N D NOTES: 1. MINIMUM BOLT SPACING SHALL BE 8 BOLT DIAMEMTERS WITH A MINIMUM EDGE DISTANCE OF 6 DIAMETER AND WITH A MINIMUM OF 6" TO END OF WALL. 2. BOLTS SHALL BE ASTM A307 HEADED HEX HOLTS OR A36 PLAIN TOD WITH TREADED ENDS AND DOUBLE HEX NUTS. BOLT SIZE 1/2" 3/8" 3/4" 4" 5" EMBEDMENT 7/8"6" 1" 7" 1 1/8" 8" 4" CONCRETE OR MASONRY HEADED ANCHOR BOLT NOT TO SCALE CMU WALL ELEVATION W/ OPENING1 NOT TO SCALE WALL PIER DETAIL7 NOT TO SCALE CMU WALL REINFORCING SCHEDULE3 NOT TO SCALE REBAR OFFSET AND LAP SPLICE CMU f 'm=1800 PSI6 NOT TO SCALE WALL LINTEL DETAIL AND SCHEDULE4 NOT TO SCALE CMU WALL CONSTRUCTION JOINTS11NOT TO SCALE CMU WALL CORNERS AND INTERSECTIONS9 NOT TO SCALE CMU WALL CONTROL JOINT12 NOT TO SCALE PILASTER DETAIL8 NOT TO SCALE BOLT EMBEDMENT SCHEDULE10 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:33:26 PM R1.S6.01 TYPICAL NON-BEARING CMU WALL DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 A A L 4x4x3/8x1'-3" LONG AT 4'-0" OC WALL REINFORCEMENT SEE SCHEDULE AT CONTRACTORS OPTION: 5/8" DIA EXPANSION ANCHOR 4" MIN EMBED TWO PER ANGLE NEED TO BE CORRDINATED WITH PT AND SLAB REINFORCEMENT LAYOUT 0' - 2" 1" M I N I M U M C L E A R (- 0 " , + 1 / 2 " ) L4x4 CAST IN PLACE CONCRETE SLAB A DETAIL 3/8" PL W/(2) 5/8" DIA x4" HEADED STUDS 1'-0" 5/16 NOTE: 1. DETAILS ONLY APPLY WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: - VERTICALLY SPANNING NON-STRUCTURAL WALL BRACED AT TOP - NORMAL WEIGHT CONCRETE SLABS 2. A CAST-IN DOWEL MUST BE USED AT ALL EXTERIOR WALL LOCATIONS WALL REINFORCEMENT SEE SCHEDULE DOWELS TO MATCH VERT WALL REINF SIZE & SPACING #4 CONTINUOUS STANDARD HOOK T/SLAB EL SEE PLAN LA P S P L I C E SLAB REINFORCEMENT SEE PLAN 0" WALL REINFORCEMENT SEE SCHEDULE DOWELS TO MATCH VERT WALL REINF SIZE & SPACING T/SLAB EL SEE PLAN LA P S P L I C E SLAB REINFORCEMENT SEE PLAN DRILL-IN DOWELS WITH ADHESIVE ANCHORS NEED TO BE COORDINATED WITH PT TENDONS AND SLAB REINFORCEMENT 0' - 4 " EDGE OF SLAB CIP WALL DOWEL HAIRPIN TIGHT TO DOWEL SEE NOTE 1 CONTINUOUS NOSING BAR HOOKED SLAB EDGE REINFORCEMENT PER PLAN AND SCHEDULE MINIMUM #4 @ 12" OC NOTE: 1. PROVIDE #3 x 1'-8" LONG HAIRPIN FOR SEISMIC DESIGN CATEGORY C; AND #4 x 2'-0" LONG HAIRPIN FOR SEISMIC DESIGN CATEGORY D, E & F MINIMUM #4 @ 12" HOOKED BARS AT ALL EDGE CONDITIONS. REFER TO PLANS FOR ADDITIONAL REQUIREMENTS DOWELS TO MATCH VERT WALL REINF SIZE & SPACING T/SLAB EL SEE PLAN MINIMUM 1-#4 CONTINUOUS NOSING BAR SLAB REINFORCEMENT SEE PLAN LA P S P L I C E CL WALL/ CL DOWEL UON HAIRPIN SEE DETAIL D 0 " 0' - 4 " D TYPICAL ANCHOR REINFORCEMENT - PLAN C TYPICAL DETAIL AT EDGE OF SLABACAST-IN DOWELS - OPTION 1 (INTERIOR WALL)B DRILLED-IN DOWELS - OPTION 2 (INTERIOR WALL) L 4 x 4 x 3/8" OR BENT PLATE W/ 5/8" DIA x 4" HEADED STUDS. AT CONTRACTORS OPTION PROVIDE POST INSTALLED ANCHORS. WALL REINFORCEMENT SEE SCHEDULE (-0", +1/2") 0' - 1 " M I N I M U M C L R INSTALL BENT PLATE PRIOR TO PLACEMENT AND GROUTING OF TOP CELLS PREMOLDED EXPANSION JOINT MATERIAL 0' - 6"0' - 6"0' - 6"0' - 6" 2' - 0" 2' - 0" 2' - 0" 4' - 0" 1' - 0"1' - 0"1' - 0"1' - 0" BENT PLATE L4 x 4 CMU WALL BELOW MIN 0' - 4 " 0' - 2 " A DETAIL 5/16 T/WALL CUT BLOCK INFILL TYPICAL TOP OF WALL BOND BEAM STOPS SHORT OF BEAM WHERE INTERRUPTED 5'-0" LONG BOND BEAM IN FIRST FULL COURSE BELOW BEAM PROVIDE TOP BRACE AT ALTERNATE SIDES OF WALL ON EACH SIDE OF BEAM SEE TYPICAL TOP BRACE DETAILS LOCATE VERTICAL REINFORCEMENT IN EACH CELL ADJACENT TO BEAM WHEN TOP OF WALL BOND BEAM IS INTERRUPTED T/SLAB (- 0 " , + 1 / 2 " ) 0' - 1 " M I N I M U M C L R EXPANSION JOINT 2' - 0 " TYPICAL WALL REINFORCEMENT SEE TYPICAL CMU NON-BEARING WALL REINFORCEMENT SCHEDULE CONCRETE BEAM SEE PLAN NOT TO SCALE4 TYPICAL TOP BRACE DETAIL AT INTERIOR CMU WALL TO UNDERSIDE OF CONCRETE SLAB NOT TO SCALE TYPICAL BASE OF CMU NON-BEARING WALL DETAIL AT CONCRETE SLAB7NOT TO SCALE5 TYPICAL TOP BRACE DETAIL AT INTERIOR CMU WALL TO UNDERSIDE OF CONCRETE BEAM AND CONCRETE SLAB NOT TO SCALE6 TYPICAL DETAIL OF CMU NON-BEARING WALL AT PERPENDICULAR CONCRETE BEAM T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL NOT TO SCALE 11/19/2024 3:33:33 PM R1.S6.02 TYPICAL NON-BEARING CMU WALL DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 C B C A A 8", 10" 12", 14", C12, MC12 DEPTH OR SIZE OF SMALLER BEAM NOTES: 1. USE LARGER WELDS OR COMPLETE PENETRATION WELDS AT ALL SKEWED CONNECTIONS PER DETAIL 2/R1.S7.02 OR 3/R1.S7.02. 2. MARKS ON PLANS DENOTE 2 ROWS OF BOLTS. EACH ROW TO HAVE THE NUMBER OF BOLTS IN THE TABLE ABOVE. SPACE ROWS AT 3" ON CENTER. 3. MARKS ON PLANS DENOTE FLANGE BRACE, SEE DETAIL 8/R1.S7.01. 4. ASTM A572 GR 50 PLATE MATERIAL. 5. DEPTH OR SIZE CORRESPONDS TO THE SMALLEST BEAM. SEE . 6. PROVIDE SLIP CRITICAL CONNECTIONS AT ALL SFRS FRAMING. 2 F 16" 18" 21" 24" 33" AND LARGER NO OF BOLTS, 7/8" DIA A325N UON (2), (3), (6) 2 3 4 4 5 6 9 ONE ROW OF BOLTS TWO ROWS OF BOLTS SHEAR PLATE (4)WELD SIZE "S" (1) SHEAR PLATE (4) 5/8"1/4" 7/16" NO OF BOLTS PER ROW, 7/8" DIA A325SC UON (3), (6) 2 3 4 4 5 6 9 3/8" 1/2" 5/16" 1/4"3/8" 1/4"3/8" 1/4"3/8" 1/4"3/8" 1/4"3/8" 5/8" 7/16" 5/8" 7/16" 3/4" 7/16" 5/8" 7/16" 5/8" 7/16" 5/8" 7/16" WELD SIZE "S" (1) 11/R1.S7.01 WF BEAM 3/8" MIN RADIUS TYP BEAM WEB THICKNESS tW NOTES: 1. t IS THE BEAM WEB THICKNESS. 2. h = 1.5 t , BUT NOT LESS THAN 1", NOR GREATER THAN 2" W W h 1.5 t W h 1.5 t W CJP SKEWED PLATE SHEAR PLATE TYP AT ALL BEAMS PER PLAN SFRS CONN SFRS CONN, TYP NOTES: 1. FOR INFO NOT SHOWN OR NOTED, SEE AND SCHED PER 2. FOR BOLTED SFRS CONNECTION IN ONE DIRECTION, USE DETAIL 3. FOR BOLTED SFRS CONNECTION IN EACH PERPENDICULAR DIRECTION, USE DETAIL 4. USE SIMILAR CONNECTION AT ROUND PIPE COL 5. CONTRACTOR TO CUT AND REPAIR HSS USING CJP'S AS REQUIRED TO INSTALL SHEAR PLATES FOR DETAIL A TYPICAL GRAVITY ONLY B SFRS C SFRS PER SCHED TYP PER SCHED TYP PER SCHED TYP PER SCHED TYP 4/R1.S7.01 1/ R1.S7.01 D SFRS END CONN PER WITH SC BOLTS END OF SFRS LINE, NO BMS ON OPPOSITE SIDE OF COL TY P 3" db = 1 " 1 1 / 2 " T Y P 1 3 / 4 " W H E R E SHEAR PL & BOLTS PER SCHED 4 SIDES 1/2"TYP 1/2" CAP PLATE HSS OR PIPE COL NOTES: 1. PERPENDICULAR FRAMING NOT SHOWN FOR CLARITY. 2. db DENOTES BOLT DIAMETER. 3. FOR INFO NOT SHOWN SEE BEAM CONNECTION SCHEDULE. UON 3" 2 db MIN 5/16 S PER SCHED 3 R1.S7.01 CAP PLATE & CONTINUITY PLATES MATCH THICKNESS OF THICKEST WELDED BEAM FLANGE PLUS 1/8" MATCH WIDTH OF COL (ASTM A572 GRADE 50) NOTES: 1. SHOWN THUS : ON PLANS. 2. FOR INFO NOT SHOWN OR NOTED SEE 3. PERPENDICULAR FRAMING NOT SHOWN FOR CLARITY. WELD ACCESS HOLES T&B PER HSS OR PIPE COL CJP BEAM FLANGES TYP CJP TYP 2/R1.S7.01 4/R1.S7.01 1 1 / 2 " 1 1 / 2 " PL 3/8 6" TO 8" DEEP BEAMS (2)-7/8" DIA A325N BOLTSMAX 1" 3" 2 1/2" TYP 3" MAX UON 5/16 WF BEAM CL SYMMCL COLUMN CL SYMM 1/2" PL 3/8 STIFFENER PL AT BOTH SIDES OF WEB (USE FULL DEPTH SHEAR PLATE PER 8/S-5.01 WHERE INCOMING BEAM OCCURS)(2)-3/4" DIA A325SC BOLTS CL SYMM SEE FOR INFO NOT NOTED 1 1/2"1 1/2" PL 1/2 x BM WIDTH 1/43 SIDES 1/4 3 SIDES A DETAIL B DETAIL C DETAIL 1/4PJP 6" 1'-0" PLATE AND BOLTING PER 9/S-5.01 OF SHALLOWER BEAM W/ 2 ROWS OF BOLTS WHERE OCCURS S NOTES: SEE BRACED FRAME DETAILS FOR BEAM TO COLUMN CONNECTIONS WHERE OCCURS COPE FLANGES AS REQD 1" MAX BTWN FLANGES 2 ROWS OF BOLTS AND LARGER PL WHERE OCCURS SHEAR PL & BOLTS PER SCHED 2 db MIN COPE FLANGES AS REQD 1" MAX BTWN FLANGES 2 ROWS OF BOLTS AND LARGER PL WHERE OCCURS SHEAR PL & BOLTS PER SCHED 2 ROWS OF BOLTS AND LARGER PL WHERE OCCURS SHEAR PL & BOLTS PER SCHED db = 1 " 1 1 / 2 " T Y P 1 3 / 4 " W H E R E 2 db MIN 3" MAX UON 3" MAX UON 3" MAX UON TYP 3" TYP 3" TYP 3" 2 db MIN db=1" 1 1 / 2 " T Y P 1 3 / 4 " W H E R E db=1" 1 1 / 2 " T Y P 1 3 / 4 " W H E R E NOTES: 1. FOR INFO NOT SHOWN SEE BEAM CONNECTION SCHEDULE C DEEP SUPPORTED BEAM B EQUAL DEPTH A SHALLOW SUPPORTED BEAM COPE FLANGES AS REQD 1" MAX BTWN FLANGES S 2 SIDES PER SCHED S 2 SIDES PER SCHED S 2 SIDES PER SCHED NOTES: 1. FOR INFO NOT SHOWN OR NOTED SEE 2. PROVIDE WELD ACCESS HOLES PER WF BM WF GIRDER LOWER BEAM TO ACHIEVE BEAM TO GIRDER WELDS SPLIT DECK AND THICKEN CONC FILL AS REQD WF BM WF GIRDER WF BM WF GIRDER PL t x (b + 1 1/2") ASTM A572 GRADE 50 f f FLANGE WIDTH b & THICKNESS t f f C DEEP SUPPORTED BEAM B EQUAL DEPTH A SHALLOW SUPPORTED BEAM CJP T&B TYP CJP T&B TYP CJP TYP 1"MAX (2 x b ) + 1"f TYP 0.6 x tf 3/8" PL CTR ON BM WEB 1/4 11 R1.S7.01 2 R1.S7.01 EXTEND SHEAR PL FULL DEPTH PL3/8X4X8 L3X3X1/4 W/ 7/8" DIA A325SC BOLTS BOTH ENDS NOTES: 1. SUPPORT BOTTOM FLANGE W/ SHEAR PLATE OR BRACE WHERE SHOWN THUS: ON PLAN. 2. FOR INFO NOT SHOWN OR NOTED, SEE BEAM CONNECTION SCHEDULE AND TYPICAL STEEL BEAM DETAILS. 1 2 > 1 2 " ≤ 1 2 " F 3/4" TYP PL1/4X4X4 A B 3 SIDES PER SCHED 5/16 3/16 2 SIDES NOT TO SCALE BEAM CONNECTION SCHEDULE1 NOT TO SCALE WELD ACCESS HOLES AT WF BEAMS2 NOT TO SCALE BEAM TO HSS COLUMN CONNECTION3 NOT TO SCALE BEAM TO HSS COLUMN CONNECTION4 NOT TO SCALE BEAM TO HSS COLUMN GRAVITY MOMENT CONNECTION5 NOT TO SCALE SHALLOW BEAM TO BEAM CONNECTION6 NOT TO SCALE BEAM TO HSS COLUMN CONNECTION9 NOT TO SCALE BEAM TO BEAM CONNECTION11 NOT TO SCALE BEAM TO BEAM MOMENT CONNECTION12NOT TO SCALE FLANGE BRACE10 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:33:48 PM R1.S7.01 TYPICAL STEEL DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 WEB EXTENSION AS REQD TO ACHIEVE BOLTS PER SCHED 1 1 / 2 " M I N 3" MIN CJP 3/8" BENT PLATE 1/2" TYP 1/4 3-12 1 R1.S7.01 NOTE: 1. PROVIDE BENT PLATE OR ALTERNATE DECK SUPPORT AT ALL BEAMS AND GIRDERS WHERE DECK CROSS SLOPE EXCEEDS 1/2" PER FOOT, OTHERWISE WELD DECK DIRECTLY TO BEAM FLANGE. 1/2" 1/2"TYP 3/8" PLATE 1/4 3-12 CONT STEEL BAR ALTERNATE DECK SUPPORT CL BEAM B/DECK EL SEE PLAN 1" MIN (SEE ALTERNATE ABOVE WHERE < 1") MA X 1" 1/4 3-12 SEE SC-7 ON S-0.11 H PLAN BEAM WEB OR COL COPE AS REQD SKEWED BEAM A B A 12 12 12 B UP TO 1 5/8" OVER 1 5/8" TO 2 1/8" OVER 2 1/8" TO 3 1/4" WELD SIZE S1 3/8" SHEAR PL 1/2" SHEAR PL S + 1/16 S + 1/16 S + 1/8 S + 1/16 S + 1/8 S + 1/8 NOTES 1. FOR WELD SIZE S, BOLTS AND SHEAR PLATE, SEE BEAM CONNECTION SCHEDULE AND TYPICAL BEAM DETAILS. 2. FOR OTHER SKEWED BEAM CONDITIONS, SEE DETAIL 1" M A X S1 S H 3" 12 UP TO 9 NOT PERMITTED CJP 3" 3" 3" MAX 12 OVER 9 TO 10 NOT PERMITTED CJP 3 1/8" 12 OVER 10 TO 11 NOT PERMITTED CJP 3 1/4" 12 OVER 11 TO 12 NOT PERMITTED CJP 3 3/8" 1/R1.S7.01 3/R1.S7.02 PLAN 1" M A X BEAM WEB OR COL FULL DEPTH SHEAR PL 1/2" MIN SKEWED BEAM A B CJP ADD BOT FLANGE BRACING PER TYP DETAILS 2db MIN db = 1 " 1 1 / 2 " T Y P 1 3 / 4 " W H E R E 1"MAX DEPTH OF SUPPORTED BEAM MINIMUM NO. OF 7/8" DIA A325N BOLTS 12" 24" 27" 2 6 7 SUPPORTED BEAM COPE FLANGES AS REQD BOLTS PER SCHED ABOVE FULL DEPTH SHEAR PL DE P R E S S I O N TY P 3" FOR INFO NOT SHOWN SEE 3" MAX UON 2 db MIN s 3 SIDES 1 R1.S7.01 WF BM PER PLAN COPE FLANGES AS REQD BOLTS PER SCHED SHEAR PL PER SCHED COPE AS REQ WF PER PLAN 1"MAX db = 1 " 1 1 / 2 " T Y P 1 3 / 4 " W H E R E TY P 3" FOR INFO NOT SHOWN SEE 2 db MIN 3" MAX UON S 3 SIDES 1 R1.S7.01 d = MINIMUM CLEAR TO SUPPORT OR POINT LOAD, TYPICAL H d = MINIMUM CLEAR TO SUPPORT OR POINT LOAD (TYP) e e = d / 2 U O N ON P L A N O R SC H E D U L E e e = d / 2 U O N ON P L A N O R SC H E D U L E d/6 x d/6 MAXIMUM OPENING SIZE UON ON PLAN OR SCHEDULE CL CIRCULAR OPENING SEE PLAN OR SCHEDULE FOR OPENING SIZE CL SUPPORT CL RECTANGULAR OPENING R CL SUPPORT CL PENETRATION CL PENETRATION 0' - 8" MI N d/ 6 MI N d/ 6 1' - 7 5/16" 1' - 1 1 / 1 6 " d = B E A M D E P T H 1' - 6 5/16" W 0' - 5" MI N d/ 6 MI N d/ 6 d/ 2 1' - 1 1 / 1 6 " d = B E A M D E P T H NOTES: 1. PROVIDE REINFORCEMENT AS NOTED FOR OPENING TYPE. SEE FRAMING PLANS FOR OPENING TYPE 2. SEE STRUCTURAL DRAWINGS FOR PENETRATIONS. CONTRACTOR SHALL VERIFY QUANTITY, SIZE, AND LOCATION OF ALL PENETRATIONS WITH MEP DRAWINGS 3. ALL BEAM PENETRATIONS SHALL BE SHOWN ON THE SHOP DRAWINGS FOR REVIEW BY THE ARCHITECT/ENGINEER. NO PENETRATIONS SHALL BE MADE WITHOUT PRIOR REVIEW BY THE ARCHITECT AND WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER 4. R(MINIMUM) = 2 x WEB THICKNESS OR 5/8", WHICHEVER IS GREATER d/ 2 A CIRCULAR PENETRATION B RECTANGULAR PENETRATION DIA = d/6 MAXIMUM UON ON PLAN OR SCHEDULE . GRIND ALL EDGES SMOOTH TYPICAL PLATE GRADE & THICKNESS TO MATCH WEB MINIMUM THICKNESS 3/8" TYPICAL 1/2 OF OPENING DIAMETER TOP AND BOTTOM, 2" MINIMUM TYPICAL 1/2" MAXIMUM TYPICAL WIDE FLANGE BEAM FOR SIZE SEE PLAN 1/2" MAXIMUM TYPICAL CL BEAM CL SUPPORT CL PENETRATION SEE PLAN OR SCHEDULE FOR OPENING SIZE PLATE GRADE & THICKNESS TO MATCH WEB MINIMUM THICKNESS 3/8" TYPICALSEE PLAN OR SCHEDULE FOR OPENING SIZE R R+1/2 1/2 OF OPENING HEIGHT TOP AND BOTTOM, 2" MINIMUM TYPICAL NOTES: 1. PROVIDE REINFORCEMENT AS NOTED FOR OPENING TYPE. SEE FRAMING PLANS FOR OPENING TYPE 2. SEE STRUCTURAL DRAWINGS FOR PENETRATIONS. CONTRACTOR SHALL VERIFY QUANTITY, SIZE AND LOCATION OF ALL PENETRATIONS WITH MEP DRAWINGS 3. ALL BEAM PENETRATIONS SHALL BE SHOWN ON THE SHOP DRAWINGS FOR REVIEW BY THE DESIGN PROFESSIONALS. NO PENETRATIONS SHALL BE MADE WITHOUT PRIOR REVIEW BY THE ARCHITECT AND WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER 4. R(MINIMUM) = 2 x WEB THICKNESS OR 5/8", WHICHEVER IS GREATER R = RADIUS OF OPENING R+1/2 = RADIUS OF REINFORCEMENT PLATE SC H E D U L E e= d / 2 U O N ON P L A N O R POINT LOAD, TYPICAL d = MINIMUM CLEAR TO SUPPORT OR 0' - 0 15/16" SC H E D U L E d/ 3 M A X OR P E R MI N d/ 6 MI N d/ 6 4 x OPENING WIDTH ON SCHEDULE d/3 MAX UON 0' - 4 3 / 4 " 0' - 0 1 / 2 " MI N d/ 6 SC H E D U L E d/ 3 M A X OR P E R MI N d/ 6 d = B E A M D E P T H 4 x DIA OF OPENING 5/16 5/16 . . NOT TO SCALE SLOPED BEAM CONNECTION1 NOT TO SCALE SKEWED BEAM CONNECTION - SMALL SKEWS2 NOT TO SCALE SKEWED BEAM CONNECTION - LARGE SKEWS3 NOT TO SCALE DEPRESSED BEAM, DEPRESSION < 3"4 NOT TO SCALE DEPRESSED BEAM5 NOT TO SCALE BEAM WEB PENETRATION TYPE U (UNREINFORCED)6 NOT TO SCALE BEAM WEB PENETRATIONS TYPE D (WEB DOUBLER PLATE REINFORCEMENT)7 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:33:56 PM R1.S7.02 TYPICAL STEEL DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 A A HSS BEAM PER PLAN HSS BEAM HSS BEAM HSS BEAM PER PLAN HSS BEAM PER PLAN HSS BEAM HSS BEAM HSS BEAM CL SYMM CL SYMM CL SYMM C SECTION B SECTION A SECTION 1/4 3 SIDES 1/4 T&B 1/4 NS & FS HSS COL CL SYMM & HSS HSS BEAM HSS BEAM 1/4 PJP HSS COL 1/4" MAX HSS BEAM CL SYMM L4X3X3/8 x BM WIDTH (LLV) T&B (EXCEPTION: AT SCREEN WALL CORNER CONDITIONS, WIDTH = 4") FOR TOP AND BOTTOM ANGLE CONN AT FLOOR L2 THROUGH L7 FLOOR FRAMING CONDITIONS SEE CL HSS 1/4 A DETAIL 1/4 1/4" CAP PL, MATCH HSS DIMS. C HSS COL 1/4" MAX HSS BEAM CL SYMM 3/8" PLATE x WIDTH OF COLUMN + 1/2" EACH SIDE (EXCEPTION: AT SCREEN WALL CORNER CONDITIONS, PL3/8x9"x9") CL HSS 1/4 TYP 3" 1/4 1/4 PLATE EXTENDS WHERE HSS IS ON BOTH SIDES L4X3X3/8 x BM WIDTH (LLV) (EXCEPTION: AT SCREEN WALL CORNER CONDITIONS, WIDTH = 4") B DETAIL 1/4 (1/4) CAP PL PER A FILLET AT COL CORNER CONDITION HSS COLUMN HSS BEAM CL HSS 1/4 (1/4) 1/43" UNO 2 db MIN NOTE: db DENOTES BOLT DIAMETER. (2) - 3/4" DIA A325N BOLTS HSS BEAM L4x4x5/16, MATCH HEIGHT OF HSS WF BM CL PL 3/8 WF BEAM HSS BEAM SEE PLAN A SECTION 5/16 1/4 1 1 / 2 " 3" 1 1 / 2 " CL 5A R1.S7.03 NOTE: FOR HSS BEAM TO HSS BEAM CONNECTION AT THE OTHER END SEE 1/43 SIDES 3/8" PLATE 1 1 / 2 " TY P U O N t CONCRETE WALL, BEAM OR COLUMN EMBED PLATE WITH HEADED STUDS SEE SCHEDULE HORIZONTAL SPACES EQUAL VE R T I C A L S P A C E S E Q U A L 2 1/2" NOMINAL, 3 1/2" MAXIMUM ECCENTRICITY OF BOLT GROUP, UON PROVIDE NAIL HOLE TO NAIL PLATE TO FORM AS REQUIRED SECTIONELEVATION ST U D R O W S STUD COLUMNS B D 0' - 2" 0' - 0 3/4" .. CENTER PLATE ON MEMBER . 1 1 / 2 " TY P U O N 0" @ T/ W A L L EQ E Q E Q E Q 2"TYPICAL EQ EQ MI N I M U M C O N N E C T I O N DE P T H ( S E E S C H E D U L E ) .. EL SEE PLAN T/STL BEAM SEE 1/R1.S7.01 NOTES: 1. USE SMALLEST EMBED PLATE SIZE FOR A GIVEN NOMINAL BEAM DEPTH AND WITH A SCHEDULED MAXIMUM SHEAR REACTION EQUAL TO OR GREATER THAN THE SHEAR REACTION REQUIRED ON PLAN 2. EMBED PLATES SHALL CONFORM TO ASTM A572, Fy=50 ksi 3. STUDS SHALL BE 3/4" DIAMETER x 8" LONG NOMINAL (MINIMUM) 4. SEE TYPICAL EMBED DETAIL FOR ASSUMED CONNECTION LOCATION RELATIVE TO EMBED PLATE. REPORT ANY AS-BUILT DEVIATION FROM THE ASSUMED CONDITION TO THE SER AS FOLLOWS: HORIZONTAL DEVIATION GREATER THAN 2" VERTICAL DEVIATION GREATER THAN 1" 5. SEE 1/H1.S7.01 FOR INFO NOT SHOWN OR NOTED NOMINAL STEEL BEAM SIZE REMARKS EMBED PLATE SCHEDULE EMBED PLATE SIZE No STUD COLUMNS MINIMUM CONNECTIO N DEPTH (IN) t (in) X B (in) X D (in) No STUD ROWS W12-W16 9 3/4 X 12 X 22 2 3 W18 18 3/4 X 12 X 22 3 5 2" 1" G A P M I N A DETAIL L6x3x1/2 EACH SIDE WITH 13/16"x1 1/2" VERTICAL SLOTTED HOLE 3/4" MB HAND TIGHTEN HSS COLUMN PER PLAN 1/4 CONC SLAB PER PLANCL HSS , PL 14X14X1/2" EMBED PL W/ (4) 3/4" DIA X 5 1/2" LONG WELDED HEADED STUDS NOT TO SCALE HSS BEAM TO HSS BM CONNECTION5 NOT TO SCALE HSS BEAM TO HSS COLUMN CONN4 NOT TO SCALE HSS BEAM TO HSS COLUMN CONNECTION7NOT TO SCALE HSS BEAM TO HSS COLUMN CONNECTION6 NOT TO SCALE BEAM TO HSS BEAM CONNECTION1 NOT TO SCALE HSS BEAM TO WF BEAM CONNECTION2 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:34:07 PM R1.S7.03 TYPICAL STEEL DETAILS S21043.00 SCALE: 3/4" = 1'-0"11 EMBED PLATE CONECTION (SHEAR ONLY) SCALE: 1" = 1'-0"12 EMBED PLATE SCHEDULE (SHEAR ONLY) SCALE: 1 1/2" = 1'-0"9 NON-BEARING COLUMN TO SLAB CONNECTION A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 A A W-BEAM HSS XxYxZ SPREADER BEAM SEE PLAN 5/16" TYP AT EA ANGLE 3/4" DIA THRU BOLT FINGER TIGHTEN NUT AND DAMAGE THREADS HSS GUIDE RAIL SUPPORT POST SEE PLAN L7x3x1/2 LLV WITH 13/16" DIA x 3" LONG SLOTTED HOLES IN ANGLE STD HOLES IN HSS POST (TYPICAL NS AND FS) 5/16" TYP AT EA ANGLE T/ POST AT W-BEAM BEAM T/ POST AT HSS SPREADER BEAM X Y1 1 / 2 " C L R 10" MAX 3" MIN .. 1 1 / 2 " C L R 10" MAX 3" MIN 5/16" TYP AT EA ANGLE 3/4" DIA THRU BOLT FINGER TIGHTEN NUT AND DAMAGE THREADS HSS GUIDE RAIL SUPPORT POST SEE PLAN (2) 7" TALL X 1/2" THICK PLATES WITH 13/16" DIA x 3" LONG SLOTTED HOLES IN PLATE STD HOLES IN HSS POST (TYPICAL NS AND FS)B/ POST AT CONCRETE SLAB . TYP 1/2"CL R 1 1 / 2 " PER PLAN T/SLAB 1/43 SIDES T/ POST AT CONCRETE SLAB PER PLAN T/SLAB TY P 2" TYP 6" (4) 5/8" DIAMETER X 6" LONG EPOXY DOWELS (FOR POST-INSTALLED ANCHORS) TYP 6" TY P 2" 3/4" THICK EMBED BENT PLATE WITH (4) 3/4" DIA X 8" LONG HEADED ANCHOR STUDS (FOR CAST-IN-ANCHORS) EXTEND EMBED PLATE 3" BEYOND EDGE OF GUIDE RAIL COL EACH SIDE (+6" TOTAL). SEE 2/R1.S7.04 FOR GUIDERAIL SCHED. (4) 5/8" DIAMETER X 6" LONG EPOXY DOWELS (FOR POST-INSTALLED ANCHORS) C 3/4" THICK EMBED BENT PLATE WITH (4) 3/4" DIA X 8" LONG HEADED ANCHOR STUDS (FOR CAST-IN-ANCHORS) EXTEND EMBED PLATE 3" BEYOND EDGE OF GUIDE RAIL COL EACH SIDE (+6" TOTAL). SEE 2/R1.S7.04 FOR GUIDERAIL SCHED. C PER MANUFACTURER EACH END PER MANUFACTURER EACH END HSS GUIDE RAIL SUPPORT SEE SCHED L3x3x3/8x1'-2" OR AS DESIGNED BY MANUFACTURER RAIL CLIPS PER MANUFACTURER SEE GUIDE RAIL PER MANUFACTURER SEE A PLAN GUIDE RAIL PER MANUFACTURER L3 1/2x3x3/8x1'-6" (LLH) OR AS DESIGNED BY MANUFACTURER CL 1C - 1 - NOTE: 1. CONTRACTOR TO COORDINATE CONNECTION WITH ELEV MFR 2. AT LOCATIONS WHERE GUIDERAIL OR COUNTERWEIGHT IS ADJACENT TO THE CONCRETE CORE WALL, PROVIDE 12X12X1/2" EMBED PL W/ (4) 3/4" DIA x 8" LONG WELDED HEADED STUDS AT EA GUIDERAIL SUPPORT POINT, PER ELEV MFR. HEADED STUDS SHALL HAVE 2" MIN EDGE DISTANCE ELEV MFR SP A C I N G P E R 12X12X1/2" EMBED PL W/ (4) 3/4" DIA X 6" LONG WELDED HEADED STUDS HSS5X5X3/8 L6X4X1/2 1/4HSS AND (12" MAX) 7" M I N ANGLE TO PL 1/4" CAP PL CONC SLAB (12" THK) COORD LOCATION WITH ELEV MFR PRIOR TO INSTALL 3/8" SHEAR PL PER (12" MAX) 7" M I N CONC WALL OR BEAM EMBED AND SHEAR PL PER MIN 1'-0" 4 R1.S7.01 BOLTED CONN PER 1 R1.S7.01 WT5X22.5 HSS5X5X1/4 UON PER PLAN (2) L6X3X1/4 W/ VERT LONG SLOTTED HOLE SHEAR PL PER 4 R1.S7.01 C STEEL BEAM D STEEL COLUMN A CONC BEAM OR WALL B CONC SLAB ROOF OR FLOOR SLAB PER PLAN MACHINE BEAM PER ELEV MFR ROOF OR FLOOR DECK PER PLAN SHEAR PL PER SIM, WITH FULL HT STIFF PL CJP WEB & FLANGES MACHINE BM BELOW SUPPORT STEEL MACHINE BM ALIGNED WITH SUPPORT STEEL MACHINE BEAM PER ELEV MFR KNIFE PL ROOF OR FLOOR DECK PER PLAN 3/4" MB 1/4 1 R1.S7.01 11 R1.S7.03 12 R1.S7.03 1 1 / 2 " 9" 1 1 / 2 " GAP 1/2" 5" 1/4TYP PL 5/8"X5"X8" EA SIDE PLAN EQ E Q EQ PLAN PE R HSS BEAM PER PLAN PL 5/8"X8"X1'-0" W/ (4)-1/2" DIA X 6" LONG HEADED SHEAR STUDS SLAB REINF PER PLAN HOOK BOT REINF SECTION SB PER PLAN L3x3x3/8 (L=7") CENTERED ON EMBED PL 3/8"x3 1/2"x5" PL A572 GR50 EA FACE OF SB SEE PLAN CONCRETE WALL 1/4 1/43 SIDES TYP 1/4 EA SIDE TYP 12"X16"X1/2" EMBED PL A572 GR50 W/(6)-1/2" DIA HEADED STUDS (L=5) WALL VERT AND HORIZ BARS PER PLAN . 1'-0" 2"TYP 1/4 PL PER ELEVATION L3x3 PER ELEV1/4 1/4 A SECTION GUIDE RAIL SUPPORT SCHEDULE MAX SPAN GUIDE RAIL SUPPORT COMMENTS 13'-11" N/A VERIFY WITH ELEV MFR MAX BRACKET SPACING = 4'-0" FROM TOP OR BOTTOM OF SLAB OR SPREADER BEAM MAX BRACKET SPACING = 4'-0" FROM TOP OR BOTTOM OF SLAB OR SPREADER BEAM (2) HSS8X4X1/216'-0" (2) HSS12X4X5/821'-0" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:34:16 PM R1.S7.04 TYPICAL STEEL DETAILS S21043.00 1" = 1'-0" TYPICAL CONNECTION FOR GUIDE RAIL SUPPORT POST4NOT TO SCALE GUIDE RAIL CONN TO HSS SUPPORT 3 SCALE: 1" = 1'-0"11 ELEVATOR MACHINE BEAM CONN SCALE: 1" = 1'-0"2 TYPICAL SPREADER BEAM AT SLAB OPENING SCALE: 1" = 1'-0"10 TYPICAL SB WALL/BEAM EMBED CONNECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 FINISHED COLUMN END SURFACE ANCHOR ROD FINISH BASE PLATE FOR PLATE THICKNESS 2" OR LESS; PRESS OR MILL BASE PLATE FOR THICKNESS 2" - 4"; AND MILL BASE PLATE FOR THICKNESS GREATER THAN 4"NON-SHRINK GROUT CL COLUMN ELEVATION t NOTES: 1. SEE DETAILS FOR BASE PLATE SIZE, ORIENTATION AND THICKNESS 2. BASE PLATE THICKNESS SHOWN PER DETAILS IS A MINIMUM. DIMENSION AFTER ALL MILLING IS COMPLETED 3. COLUMN STABILITY DURING ERECTION IS RESPONSIBILITY OF CONTRACTOR 4. SEE ANCHOR ROD SCHEDULE AND TYPICAL ANCHOR ROD DETAIL FOR ADDITIONAL INFORMATION 5. CONTRACTOR'S OPTION TO FIELD WELD COLUMNS TO BASEPLATES FOR HEAVY BASEPLATES T/CONCRETE EL SEE PLANS, DETAILS, OR SCHEDULES CL COLUMN CL COLUMN TYPICAL RESIDENTIAL COL BASE PL (UON) (1 ' - 6 " @ H S S 1 4 ) 1 ' - 0 " T Y P EQ E Q 1'-0" EQ EQ 0' - 5 1/32" 2" 1/4 (4)-3/4" DIAMETER A.R. x 12" EMBED UON BASE PL 3/4" U.O.N. 2" M I N I M U M 4" M I N I M U M CO V E R T/CONCRETE EL SEE PLANS, DETAILS OR SCHEDULES FULLY TIGHTENED DOUBLE NUTS OR HEX BOLT HEAD MINIMUM EMBEDMENT LENGTH PER ANCHOR ROD SCHEDULE / COLUMN SCHEDULE NOMINAL GROUT THICKNESS PER SCHEDULE A HEAVY HEX NUT SQUARE OR ROUND PLATE WASHER WITH STANDARD HOLE SIZE AND THICKNESS PER SCHEDULE A MINIMUM ANCHOR ROD PROJECTION ABOVE BASE PLATE PER SCHEDULE ATHREAD LENGTH BASE PLATE W/ OVERSIZED HOLE, PER SCHEDULE A MIN PROJ ABOVE BASE PL MIN WASHER t MIN WASHER SIZE BASE PL HOLE DIA ANCHOR ROD DIAMETER SCHEDULE A NOMINAL GROUT THICKNESS ANCHOR ROD PER ANCHOR ROD SCHEDULE / COLUMN SCHEDULE BOTTOM OF CONCRETE BOTTOM OF BASE PLATE SETTING NUT AND PLATE WASHER (1/2" MINIMUM WASHER THICKNESS) OR SHIM STACK AT CONTRACTOR'S OPTION / COORDINATION 1' - 2 3 / 4 " 0' - 4 " 0' - 5 1 / 2 " 0' - 3 3 / 4 " 1' - 1 1 5 / 1 6 " 3/4" 1" 2" 1/4" 3" 2" 1" 1-1/4" 3" 3/8" 3-1/2" 2" 1-1/4" 3" 1/2" 4" 3" 1-1/2" 3-1/2" 1/2" 4" 3" 1-3/4" 2" 4" 3/4" 5" 3" 2" 2-1/4" 5" 3/4" 5" 4" 2-1/2" 2-3/4" 5-1/2" 1" 5-1/2" 4" 0' - 2 1 / 2 " 1-1/2" 1-3/4" T/BUILT-UP SLAB CL COLUMN HSS COLUMN PER PLAN B COLUMN BASE AT BUILT-UP SLAB T/SLAB TYP 4" MIN CO L S C H E D EM B E D P E R CONC PEDESTAL #4 TIES @ 4" OC STRUCTURAL FOAM WHERE OCCURS PER PLAN #5 Z-BAR DOWEL @ 8" OC (MIN 8 TOTAL) ROD SCHED GR O U T P E R AN C H O R NOT TO SCALE TYPICAL BASE PLATE DETAIL3 NOT TO SCALE8TYPICAL ANCHOR ROD DETAIL T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:34:23 PM R1.S7.10 TYPICAL STEEL DETAILS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK 1/7/25 UP LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" R08 R09 R10 R11 R12 R13 R14 R15 R16 R17R07 LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" R11' LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 KEY PLAN 1 R1.S8.00 R11' SCALE: 1 : 1501SECTION T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:34:31 PM R1.S8.00 BUILDING SECTIONS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 UP LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" R08 R09 R10 R11 R12 R13 R14 R15 R16 R17R07 LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" R11' LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 KEY PLAN 1 R1.S8.01 R11' SCALE: 1 : 1501SECTION T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:34:41 PM R1.S8.01 BUILDING SECTIONS S21043.00 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 UP H06 LEVEL 01 WEST 0' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" R08 R09 R10 R11 R12 R13 R14 R15 R16 R17R07 LEVEL 1R WEST 11' - 7" R11' LEVEL 06+ WEST 61' - 0" R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 KEY PLAN 1 R1.S8.02 R11' T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:34:48 PM R1.S8.02 BUILDING SECTIONS S21043.00 SCALE: 1" = 10'-0"1 SECTION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 KEY PLAN R11' 1 R1.S8.03 LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RF RG RH RJ RK RL LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:34:54 PM R1.S8.03 BUILDING SECTIONS S21043.00 SCALE: 1 : 1501SECTION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 KEY PLAN 1 R1.S8.04 R11' LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RF RG RH RJ RK RL LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:35:01 PM R1.S8.04 BUILDING SECTIONS S21043.00 SCALE: 1 : 1501SECTION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 UP LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RF RG RH RJ RK RL LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07 KEY PLAN 2 R1.S8.05 R11' T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:35:08 PM R1.S8.05 BUILDING SECTIONS S21043.00 SCALE: 1 : 1502SECTION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 LEVEL 01 WEST 0' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RG RH T/RAMP PER PLAN T/RAMP PER PLAN COLUMN BEYOND 12 R1.S8.10 CMU INFILL 11 R1.S8.10 R1.S6.02 5 TYP LEVEL 1R WEST 11' - 7" T/MAT EL = PER PLAN CMU INFILL 11 R1.S8.10 SIM VA R I E S 10 R1.S8.10 LEVEL 01 WEST 0' - 0" RH STRUCTURAL FOAM FILL #6@12" OC EF VERT #5@12" OC EF HORIZ (PROVIDE #7@12" OC VERT AND #5@6" OC HORIZ AT FIRE WATER STORAGE TANK) #5@12" OC DOWELS DOWEL TO MATCH SIZE AND SPACING OF WALL REINF, TYP T/RAMP VARIES SEE PLAN T/MAT PER PLAN SLAB REINF PER PLAN SLAB REINF PER PLAN DOWELS SIZE AND SPACING TO MATCH VERT WALL REINF. NOTE: FOUNDATION MAT REINFORCING NOT SHOWN FOR CLARITY. TYP LTS . TY P LT S ROUGHEN SURFACE, TYP RH T/RAMP VARIES WALL HORIZONTAL AND VERTICAL REINF DOWEL TO MATCH SIZE AND SPACING OF WALL REINF, TYP #5 U-BAR SIZE AND SPACING TO MATCH WALL VERT REINF LT S RG T/RAMP VARIES DOWEL TO MATCH SIZE AND SPACING OF WALL REINF, TYP #5@12" OC MAX, EF (2)- #4 CONT 3' - 6 " M A X LT S L A P L E N G T H #5@8" EF (3)#6 CONT T&B LEVEL 01 WEST 0' - 0" RH CONCRETE BEAM PER PLAN, REINF PER SECTION WALL EXTENSION AT PARKING RAMP PER 12 R1.S8.10 TERMINATE BEAM LONG BARS AT END OF COL PER 1 R1.S5.50 COLUMN PILASTER PER COL SCHED AND 6 R1.S3.61 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:35:16 PM R1.S8.10 BELOW GRADE SECTIONS AND DETAILS S21043.00 SCALE: 1/4" = 1'-0"3 SECTION SCALE: 3/4" = 1'-0"11 SECTION SCALE: 3/4" = 1'-0"12 SECTION SCALE: 3/4" = 1'-0"10 SECTION 3/8" = 1'-0" SECTION AT LANDING SUPPORT BEAM CONN TO CONC WALL2 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 LEVEL P 01 -11' - 0" R14 LTS DOWEL TO MATCH SIZE AND SPACING OF SLAB REINF SLOPE, SEE ARCH CONC SLAB ON GRADE PER PLAN STRUCTURAL FOAM FILL OR LEAN CONCRETE AT CONTRACTOR'S OPTION R12 PLAN SEE REFER TO FOR REINFORCING SLOPE, SEE ARCH LT S DOWELS TO MATCH SIZE AND SPACING OF SLAB REINF, #5 @ 12" OC MIN Ld + 3'-0" TYP ADD #6@12" OC TOP BARS 12 R1.S8.11 R12 TY P LT S #7@10" OC EF VERT #5@6" OC EF HORIZ ROUGHEN CONTACT SURFACE TO 1/4" MIN AMPLITUDE, TYP DOWES TO MATCH SIZE AND SPACING OF VERT REINF MAT SLAB AND REINF PER PLAN PARKING RAMP SLAB, SEE PLAN FIRE WATER STORAGE TANK T/MAT EL = SEE PLAN NOTE: REFER TO ARCH DWGS FOR WPFG REQUIREMENTS ADD #6@12" OC TOP BARS Ld + 3'-0" TYP 8 R1.S8.11 SIM 8 R1.S8.11 SIM SLOPE PER ARCH TYP 1'-0" R12 Ld TYP LTS 4" TOPPING SLAB OVER STRUCTURAL FOAM W/ #4@18" OC EW (SEE NOTE) T/SLAB EL SEE ARCH T/SLAB EL = 0' - 0" SLOPING MAT FOUNDATION PER PLAN NOTE: AT TOPPING SLAB IN FIRE WATER STORAGE TANKS, PROVIDE 8" THICK TOPPING SLAB WITH #5@8" OC EW TYP 1 1/2" TYP 1 1/2" CONCRETE MAT FOUNDATION PER PLAN (12" THK, MIN) 1'-0" X 1'-0" X 5/8" THK STL BASE PL W/ (4) 3/4" DIA A307 BOLTS WELDED TO EMBED PL 1'-2" X 1'-2" X 5/8" STL EMBED PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS CONCRETE FILLED (f'c = 4,000PSI, MIN) 6" DIA STL PIPE PER ARCH (1/4" MIN WALL THK) (4'-0" MAX) SE E A R C H T/SLAB EL SEE ARCH BOLLARD COVER PER ARCH 3/8 PIPE TO BASE PL CL PIPE, PLs T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:35:17 PM R1.S8.11 BELOW GRADE SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"3 SECTION SCALE: 3/4" = 1'-0"8 SECTION SCALE: 1/2" = 1'-0"12 SECTION AT FIRE WATER STORAGE TANK SCALE: 1/2" = 1'-0"11 SECTION AT STEP IN TOPPING SLAB 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT J 11.22.2024 REISSUE FOR PLAN CHECK SCALE: 3/4" = 1'-0"9 REMOVEABLE PIPE BOLLARD DETAIL J 1/7/25 COLUMN BEYOND T/SLAB PER PLAN 0' - 3" CURB, SEE ARCH R15 R16 CMU WALL PER PLAN COLUMN BEYOND SLAB REINF PER PLAN . SLAB REINF PER PLAN SLAB REINF PER PLAN TYP 6"MAX TYP 6"MAX . . TYP LTS CMU WALL DOWEL TO MATCH VERT BAR SIZE AND SPACING CONC BEAM PER PLAN REINF PER SCHED COLUMN BEYOND COLUMN BEYOND TYP LA P S P L I C E RF RG T/GRADE SEE PLAN T/MAT EL = SEE PLAN SIDEWALK / PAVING SEE CIVIL PROPERTY LINE LOCATION PER ARCH SLAB REINF. PER PLAN . #6@12" EF VERT #5@12" HORIZ MAT REINF PER PLAN SIZE AND SPACING TO MATCH VERT WALL REINF. STARTER DOWELS, SIZE AND SPACING TO MATCH VERT WALL REINF #8@12" X LTS #6@12 SKIN REINFORCING TYP UNO SEE PLAN 6"MIN TY P LT S Ld SLAB REINF. PER PLAN . SLOPING NWT CONC TOPPING (4" MAX) R15 0' - 6" CURB, SEE ARCH R14 COLUMN BEYOND CONCRETE BEAM PER SCHEDULE #4 @ 12" OC EFSLAB REINF PER PLAN SLAB REINF PER PLAN . RAMP SLAB REINF PER PLAN TYP 6"MIN 6" TYP LTS . SE E S C H E D BE A M D E P T H (4)-#6 BARS TOP AT EXTENSION LdSEE ARCHLTS TYP 6"CONC BEAM PER PLAN REINF PER SCHED LEVEL 01 WEST 0' - 0" R15 MIN 6" SEE ARCH FOR CURB REQUIREMENTSSEE PLAN VARIES T/BEAM BEYOND 2' - 6 " BEAM DEPTH PER SCHED CONC BEAM PER SCHED CONC BEAM PER SCHED SLAB REINF PER PLAN SLAB REINF PER PLAN . TYP LTS TYP LTS . T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:35:25 PM R1.S8.20 GROUND LEVEL SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"1 SECTION SCALE: 1/2" = 1'-0"7 SECTION SCALE: 3/4" = 1'-0"11 SECTION SCALE: 3/4" = 1'-0"9 SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 COLUMN BEYOND T/SLAB PER PLAN VARIES R11 R10 0' - 3" (4) #8 T&B #4 @ 8" OC SLAB REINF PER PLAN CMU WALL PER PLAN SLAB REINF PER PLAN . SLAB REINF PER PLAN COLUMN BEYOND MIN 6" . CONC PILASTER BEYOND LANDING BEAM TOP BARS DEVELOPED INTO BEAM 2' - 0 " TYP LTS TYP 6" CONCRETE BEAM AND REINF PER SCHED TYP LA P S P L I C E CMU WALL DOWEL TO MATCH SIZE AND SPACING OF VERT REINF R11 COLUMN BEYOND T/SLAB PER PLAN (5) #9 BOT (3) #9 TOP SLAB REINF PER PLAN . SEE BEAM SCHED #4 @ 12" OC EF 2' - 0 " SLAB REINF PER PLAN TYP LTS TYP 6"MIN . . 6" MIN R11' TYP LA P S P L I C E R11 T/SLAB PER PLAN (5) #9 BOT (3) #9 TOP SLAB REINF PER PLAN . SEE BEAM SCHED #4 @ 12" OC EF SLAB REINF PER PLAN TYP LTS TYP 6"MIN . . 6" MIN0' - 8" THK TO MATCH CMU WALL THK ABOVE CMU WALL PER PLAN AND ARCH 4" CONC SLAB OVER STRUCTURAL FOAM TY P LA P S P L I C E T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 3/4" = 1'-0" 11/19/2024 3:35:32 PM R1.S8.21 GROUND LEVEL SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"3 SECTION SCALE: 3/4" = 1'-0"7 SECTION SCALE: 3/4" = 1'-0"10 SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 RL T/SLAB PER PLAN T/GRADE SEE CIVIL SIDEWALK PER CIVIL NOTE: PL AND SHORING NOT SHOWN; PURPOSE TO SHOW SLAB DEPRESSION ENTRY DOOR WALLS SLAB STEP PER 1 R1.S5.42 EXT WALL / STOREFRONT SEE ARCH PLAN SEE T/SLAB PER PLAN CONC COL BEYOND 1' - 0 " RF RG EXT WALL/STORE FRONT, ATTACHMENT TO STRUCTURE SEE ARCHSIDEWALK/PAVING SEE CIVIL ARCH SEE T/SLAB PER PLAN T/GRADE SEE CIVIL RF RG EXT WALL/STORE FRONT, ATTACHMENT TO STRUCTURE SEE ARCH SIDEWALK/PAVING SEE CIVIL T/SLAB PER PLAN T/GRADE SEE CIVIL CONC COL BEYOND CONC COL BEYOND T/SLAB PER PLAN TYP LTS TY P LT S SLAB REINF PER PLAN. BASEMENT WALL REINF. . 1'-8" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 3/4" = 1'-0" 11/19/2024 3:35:38 PM R1.S8.22 GROUND LEVEL SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"3 SECTION AT BLDG ENTRY SCALE: 3/4" = 1'-0"10 SECTION AT BLDG ENTRY SCALE: 3/4" = 1'-0"7 SECTION AT BLDG ENTRY A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 H05 H06 R08 R09R07 SIDEWALK / SITE PAVING, SEE CIVIL 4" MAX TOPPING SLAB, SLOPE PER CIVIL HOTEL BUILDING SEE H1-S8.22 MA T C H L I N E 13'-8"23'-3"28'-2"14'-0" T/SLAB EL = PER PLAN T/MAT EL = PER PLAN H05 H06 R08 R09R07 HOTEL BUILDING SEE H1-S8.22 MA T C H L I N E 13'-8"23'-3"28'-2"14'-0" T/SLAB EL = PER PLAN T/MAT EL = PER PLAN SIDEWALK / SITE PAVING, SEE CIVIL 4" MAX TOPPING SLAB, SLOPE PER CIVIL T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 3/8" = 1'-0" 11/19/2024 3:35:45 PM R1.S8.25 GROUND LEVEL SECTIONS AND DETAILS S21043.00 SCALE: 3/8" = 1'-0"1 SECTION THROUGH SYCAMORE STREET SCALE: 3/8" = 1'-0"2 SECTION THROUGH SYCAMORE STREET A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 LEVEL 01 (HOTEL) 0' - 6" R08 R09 6" SIDE WALK / PAVING PER CIVIL EXT WALL / STOREFRONT SEE ARCH COL BEYOND T/SLAB PER PLAN T/SLAB PER PLAN #5@8" OC EF 2 LAYERS (4)-#9 BAR @BOTT #4 @6" OC ( 20 SETS W/4 LEGS BAL W/2 LEGS) 4" TOPPING SLAB OVER STRUCTURAL FOAM FILL PER 12 R1.S5.42 R08 R09 NOTE: SEE CIVIL DRAWING FOR ROADWAY CONSTRUCTION AT SLAB DEPRESSION SIDE WALK / PAVING PER CIVIL EXT WALL / STOREFRONT SEE ARCH COL BEYOND T/SLAB PER PLAN T/SLAB PER PLAN #5@8" OC EF 2 LAYERS (4)-#9 BAR @BOTT #4 @6" OC ( 20 SETS W/4 LEGS BAL W/2 LEGS) 4" TOPPING SLAB OVER STRUCTURAL FOAM FILL PER 12 R1.S5.42 R08 R09 NOTE: SEE CIVIL DRAWING FOR ROADWAY CONSTRUCTION AT SLAB DEPRESSION SIDE WALK / PAVING PER CIVIL EXT WALL / STOREFRONT SEE ARCH COL BEYOND T/SLAB PER PLAN T/SLAB PER PLAN #5@8" OC EF 2 LAYERS (4)-#9 BAR @BOTT #4 @6" OC ( 20 SETS W/4 LEGS BAL W/2 LEGS) 4" TOPPING SLAB OVER STRUCTURAL FOAM FILL PER 12 R1.S5.43 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 3/4" = 1'-0" 11/19/2024 3:35:52 PM R1.S8.26 GROUND LEVEL SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"3 SECTION SCALE: 3/4" = 1'-0"7 SECTION SCALE: 3/4" = 1'-0"10 SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R11 MIN LTS MIN Ld SLAB STEP PER 1 R1.S5.42 T/SLAB EL = SEE PLAN (2) #6 T&B CONT LEVEL 01 WEST 0' - 0" RJ SLAB REINF PER PLAN. SLAB REINF PER PLAN . COLUMN BEYOND 1 R1.S5.42 SLAB STEP PER#4 @6" OC0 SETS W/4 LEGS BAL W/2 LEGS) (4) #8 T&B TYP LTS RJ (4) #8 T&B . BUILT-UP RAMP PER CONC SLAB AND REINF PER PLAN T/SLAB EL = SEE PLAN T/SLAB EL = SEE PLAN 2'-5" ARCH SEE LTSLTS LTS Z-BARS THRU STEP PER SLAB TOP BARS (#5@12 MIN) #4 @6" OC0 SETS W/4 LEGS BAL W/2 LEGS) 1 R1.S5.42 12 R1.S5.42 LEVEL 01 WEST 0' - 0" R10 INTENTIONALLY ROUGHEN SURFACE AND BOND TO SLAB PER SPECIFICATIONS FOR CONSTRUCTION JOINTS PROVIDE BUILDUP SLAB AND RAMP PER 12 R1.S5.42 SLAB REINF PER PLAN. RH CONC COL BEYOND T/SLAB EL = SEE PLAN T/SLAB EL = SEE PLAN STEP IN SLAB PERCONC SLAB AND REINF PER PLAN 1 R1.S5.42 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 3/4" = 1'-0" 11/19/2024 3:36:00 PM R1.S8.27 GROUND LEVEL SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"3 SECTION SCALE: 3/4" = 1'-0"7 SECTION SCALE: 3/4" = 1'-0"11 SECTION SCALE: 3/4" = 1'-0"10 SECTION SCALE: 3/4" = 1'-0"4 SECTION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 A - PARKING LEVEL PER PLAN CONC COLUMN BEYOND #5@12" OC HORIZ (4 BARS, MIN) CONC SLAB PER PLAN. PT TENDONS NOT SHOWN FOR CLARITY MAX 3' - 6 " T/VEHICLE BARRIER PER ARCH #5 CONT BAR #5@6" OC VERT CLR 1 1/2" 6" f'c = 5,750 PSI (MIN) ROUGHEN TO 1/4" MIN AMPLITUDE NOTE: 1. SEE DETAILS FOR CONDITIONS AT MESH FABRIC SCREEN SUPPORT 8 R1.S9.02 7 R1.S9.02 C COLUMN BEYOND T/SLAB PER PLAN T/SLAB PER PLAN COL CL SLAB REINF PER PLAN CABLE GUARDRAIL, WHERE OCCURS PER ARCH BARRIER CABLES SLEEVE THRU COLUMN CONCRETE COLUMN, SEE PLAN & SCHED TIE EACH VERTICAL BAR AT CABLES ANCHOR BY STRAND MANF. RECESS @ CONC COL. GROUT BACK BARRIER CABLES SLEEVE THRU COLUMN CONCRETE COLUMN, SEE PLAN & SCHED TIE EACH VERTICAL BAR AT CABLES 12 R1.S8.30 TYP 1/2" DIA GALV STRAND PER CABLE RAIL MFR GALV EMBED PL 1" x 8" x 16" W/(6) 5/8" DIA x 6" HSA 1/4 TYP EDGE OF PARKING SLAB UPSTAND PER CABLE RAIL MFR 2 1 / 2 " 5 1 / 2 " 6 1 / 2 " 1 1 / 2 " 2" 1 1/2" 5" 1 1/2"Ld (2)-#4 U-BAR STIRRUPS 8" 1/2" GALV. STRAND 2"MIN T/CONC EL = SEE PLAN SE E P L A N UPSTAND PER CABLE RAIL MFR 20X14X1/2" EMBED PL W/ (6) 3/4" DIA x 6" LONG WELDED HEADED STUDS COILING DOOR SUPPORT HEADER PER PLAN. CONN TO HSS PER COILING DOOR MFR A SECTION PLACE MIN OF (1) COL TIE BTWN EA ANCHOR 1/4 1/4 ANGLE TO PL, TYP TYP 1 1/2" CL HSS, PL (NOTE 1) 4" MIN EQ EQ CL HSS, PL T/STL COORD WITH ARCH CONCRETE COLUMN PER PLAN L3X3X5/8" ERECTION AID AT CONTRACTOR OPTION NOTES: 1. COORD LOCATION OF EMBED PER ARCH AND COILING DOOR MFR 2. PROVIDE GALV PL, ANGLES, AND HSS AT EXPOSED CONDITIONS PER PROJECT SPECS PARKING LEVEL PER PLAN CONC COLUMN BEYOND #5@12" OC HORIZ (4 BARS, MIN) CONC SLAB PER PLAN. PT TENDONS NOT SHOWN FOR CLARITY MAX 3' - 6 " T/VEHICLE BARRIER PER ARCH #5 CONT BAR #5@8" OC VERT f'c = 5,750 PSI (MIN) EQ EQ ROUGHEN TO 1/4" MIN AMPLITUDE 8" LT S CMU4 PER 3 R1.S6.01 R1.S6.02 5 TILE RAIN SCREEN PER ARCH, CONN TO STRUCT PER MFR T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:36:08 PM R1.S8.30 ABOVE GRADE SECTIONS AND DETAILS S21043.00 3/4" = 1'-0" DETAIL AT TYPICAL PARKING BARRIER8 SCALE: 3/4" = 1'-0"4 DETAIL SCALE: 3/4" = 1'-0"9 TYP BARRIER CABLE THRU COLUMN SCALE: 3/4" = 1'-0"10 TYP BARRIER CABLE THRU COLUMN: END CONDITION SCALE: 3/4" = 1'-0"11 TYP BARRIER CABLE INTERMEDIATE SUPPORT POST SCALE: 3/4" = 1'-0"12 SECTION SCALE: 1" = 1'-0"2 COILING GARAGE DOOR CONN 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK SCALE: 3/4" = 1'-0"7 PARKING BARRIER AT TILE RAIN SCREEN C 1/7/25 LEVEL 05 (HOTEL) 55' - 0" LEVEL 06 WEST 56' - 0" R11' LEVEL 06+ WEST 61' - 0" SLAB REINF. PER PLAN SLAB REINF. PER PLAN CONC COL BEYOND BEAM REINF. PER SCHEDULE LEVEL 06 WEST 56' - 0" RH LEVEL 06+ WEST 61' - 0" 2'-0" 2'-0" 4" TOPPING SLAB OVER STRUCTURAL FOAM FILL PER 12 R1.S5.42 T/RAMP VARIES SEE ARCH 5 R1.S8.31 1 R1.S8.31 STEEL STAIRS BY OTHERS LEVEL 02 WEST 16' - 0" RG T/RAMP EL VARIES NOTE: SEE FOR ADDITIONAL INFO10 R1.S8.10 Ld LA P S P L I C E CMU WALL PER SCHED DOWEL TO MATCH SIZE AND SPACING OF VERT REINF 6" LEVEL 06 WEST 56' - 0" MIN 2'-0" MIN 2'-0" #4@12" OC Z-BAR DOWELS TYP AT PERIMETER ROUGHEN SURFACE TO 1/4" MIN AMPLITUDE 6" MIN 4" TOPPING SLAB OVER STRUCTURAL FOAM FILL PER METAL STAIRS BY OTHERSCL STAIR STRINGER T/SLAB EL = SEE PLAN 12 R1.S5.43 #4@12" OC STAIR ANCHORS BY OTHERS, BASE PL SHALL PROVIDE LONGITUDINAL MOVEMENT EL SEE PLAN T/SLAB CONCRETE SLAB PER PLAN L8X6X1/2 X 6'-0" W/ 3/4" DIA x 12" LONG WELDED HEADED STUDS @ 12" OC (MIN 6 TOTAL) STEEL STAIR AND ATTACHMENT TO STRUCTURE BY OTHERS T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:36:16 PM R1.S8.31 ABOVE GRADE SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"12 SECTION SCALE: 3/4" = 1'-0"6 SECTION SCALE: 1" = 1'-0"4 SECTION AT LEVEL 02 RAMP TRANSITION SCALE: 1" = 1'-0"5 CONCRETE PLINTH AT STAIR STRINGER SCALE: 1 1/2" = 1'-0"1 STEEL STAIR TO CONCRETE SLAB CONN AT LEVEL 06+ A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R14R15R16 LEVEL 06+ WEST 61' - 0" DRAIN WHERE OCCURS PER ARCH AND PLUMBING 4" MAX SLOPING TOPING SLAB PAVERS PER LANDSCAPE SLAB REINF. PER PLAN.(4)#8 T&B #4 @6" OC DRAIN WHERE OCCURS PER ARCH AND PLUMBING SLAB REINF. PER PLAN. 11 R1.S8.48 RJ LEVEL 06+ WEST 61' - 0" EXTERIOR FACADE PER ARCH SLAB REINF. PER PLAN. (4)#8 T&B #4 @6" OC SLAB REINF. PER PLAN. 4" TOPPING OVER STRUCTURAL FOAM PER 12 R1.S5.43 R16R17 LEVEL 06+ WEST 61' - 0" ABOVE-SLAB PLANTER PER LANDSCAPE MIN 6" DRAIN WHERE OCCURS PER ARCH AND PLUMBING 4" MAX SLOPING TOPING SLAB PAVERS PER LANDSCAPE SLAB REINF. PER PLAN. (6)#8 T&B #4 @6" OC EXTERIOR FACADE PER ARCH CONC COLUMN BEYOND SEE ARCHSEE ARCH SLAB REINF. PER PLAN. NOTE: TENDON ARE NOT SHOWN FOR CLARITY LWT CONC PAD UNDER PLANTER &11 R1.S5.42 12 R1.S5.42 MESH SCREEN FACADE SUPPORT COLUMN PER PLAN AND 9 R1.S9.01 R14 LEVEL 06+ WEST 61' - 0" CONC COLUMN BEYOND BEAM REINF. PER SCHEDULE SLAB REINF PER PLANSLOPING TOPPING SLAB (6" MAX) PAVERS PER LANDSCAPE . (9) #8 T & B #4 @6" OC PER PLAN NOTE: PT TENDON ARE NOT SHOWN FOR CLARITY Ld Ld R14 LEVEL 06+ WEST 61' - 0" 6" PER PLAN (5) #8 T & B #4 @6" OC SLAB REINF PER PLAN. CONC WALL T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:36:24 PM R1.S8.40 ABOVE GRADE SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"9 SECTION SCALE: 1/2" = 1'-0"3 SECTION SCALE: 1/2" = 1'-0"7 SECTION SCALE: 3/4" = 1'-0"2 SECTION SCALE: 3/4" = 1'-0"6 SECTION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 LEVEL 07 WEST 72' - 6" R14 T/POOL DECK EL SEE PLAN FORMSAVER DOWELS TO MATCH SIZE AND SPACING OF LONG REINF TYP 6" CONC BEAM PER PLAN, REINF PER SCHED Ld 1' - 0 " LEVEL 07 WEST 72' - 6" R14R15 LEVEL 06+ WEST 61' - 0" T/SLAB EL SEE PLAN T/POOL DECK EL SEE PLAN 4 R1.S8.41 4" TOPPING OVER STRUCTURAL FOAM PER 12 R1.S5.43 5 R1.S8.31 SIM SLAB REINF. PER PLAN. 4" MAX SLOPING TOPING SLAB PAVERS PER LANDSCAPE MIN 4" (1)-#4 AT EA NOSING #5@12" EW #4 @ 12" OC DOWELS #5@12" OC EW TY P LT S DOWELS TO MATCH VERT BAR SIZE AND SPACING 8 R1.S8.41 LTS 2'-6"MIN LEVEL 07 WEST 72' - 6" RJ LEVEL 06+ WEST 61' - 0" CONCRETE CORE WALL PER PLAN FORMSAVER DOWELS TO MATCH SIZE AND SPACING OF LONG REINF #5@12" OC EF VERT & HORIZ #5 U-BAR TO MATCH SPACING OF VERT BARS #5 U-BAR TO MATCH SPACING OF VERT BARS #5@12" OC EF VERT & HORIZ VARIES T/WALL VARIES T/WALL TY P LT S PROVIDE FORMSAVER DOWELS AND KEY PER SIM, TYP3 R1.S4.23 TY P LT S #4 X 5'-0" @ 12" OC TOP CENTERED ON WALL BELOW LT S DOWELS TO MATCH WALL VERT REINF Ld T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:36:31 PM R1.S8.41 ABOVE GRADE SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"4 CONCRETE STAIR TO BEAM CONN SCALE: 1/2" = 1'-0"10 SECTION SCALE: 3/8" = 1'-0"9 SECTION SCALE: 3/4" = 1'-0"8 DETAIL A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" R11R12R13R14 R11' LEVEL 06+ WEST 61' - 0" 5 R1.S8.46 6 R1.S8.46 POOL JACUZZI CONCRETE SLAB PER PLAN CONCRETE SLAB PER PLAN PAVERS, SEE LANDSCAPE MA X 4' - 0 " HARDSCAPE OVER STRUCTURAL FOAM, SEE LANDSCAPE MA X 4' - 0 " STRUCTURAL FOAM FILL (40PSI MIN COMPRESSIVE STRENGTH) CONCRETE COLUMN BEYOND CONCRETE SLAB PER PLAN 4" MAX TOPPING, SLOPE TO DRAIN DRAINS, WHERE OCCUR PER PLUMB CONC WALLS PER PLAN NOTE: REFER TO DETAILED SECTIONS ON R1.S8.46 FOR ADDITIONAL INFORMATION LEVEL 07 WEST 72' - 6" RJ RK RL LEVEL 06+ WEST 61' - 0" 9 R1.S8.46 7 R1.S8.46 POOL CONCRETE COLUMN BEYOND STRUCTURAL FOAM FILL (40PSI MIN COMPRESSIVE STRENGTH) HARDSCAPE OVER STRUCTURAL FOAM, SEE LANDSCAPE MA X 4' - 0 " DRAINS, WHERE OCCUR PER PLUMB CONC WALLS PER PLAN POOL BY OTHERS POOL SUBSTRUCTURE OVER STRUCTURAL FOAM FILL, BY OTHERS CONCRETE COLUMN BEYOND NOTE: REFER TO DETAILED SECTIONS ON R1.S8.46 FOR ADDITIONAL INFORMATION LEVEL 06 (HOTEL) 66' - 6" LEVEL 07 WEST 72' - 6" RJ RK RL LEVEL 06+ WEST 61' - 0" POOL MA X 4' - 0 " CONCRETE COLUMN BEYOND STRUCTURAL FOAM FILL (40PSI MIN COMPRESSIVE STRENGTH) HARDSCAPE OVER STRUCTURAL FOAM, SEE LANDSCAPE 4" MAX TOPPING, SLOPE TO DRAIN DRAINS, WHERE OCCUR PER PLUMB POOL SUBSTRUCTURE OVER STRUCTURAL FOAM FILL, BY OTHERS 7 R1.S8.46 SIM 11 R1.S8.46 SIM NOTE: REFER TO DETAILED SECTIONS ON R1.S8.46 FOR ADDITIONAL INFORMATION MESH FACADE SUPPORT COL PER R1.S9 SERIES SHEETS T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:36:38 PM R1.S8.45 ABOVE GRADE SECTIONS AND DETAILS S21043.00 SCALE: 1/4" = 1'-0"2 SECTION SCALE: 3/8" = 1'-0"7 SECTION SCALE: 3/8" = 1'-0"11 SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C C 1/7/25 LEVEL 07 WEST 72' - 6" R14 LEVEL 06+ WEST 61' - 0" DRAINS, WHERE OCCUR PER PLUMB 4" MAX TOPPING, SLOPE TO DRAIN HARDSCAPE PER LANDSCAPE 5' - 0" PROVIDE #5@6" OC EF HORIZ THRU DEPTH OF POOL, TYP STRUCTURAL FOAM FILL (40PSI MIN COMPRESSIVE STRENGTH) TY P LT S TYP 1'-0" #6@12" OC EF VERT #5@12" OC EF HORIZ TYP DOWELS TO MATCH SIZE AND SPACING OF VERT REINF, TYP MIN 6" ROUGHEN TO 1/4" MIN AMPLITUDE, TYP #5 U-BARS SPACING TO MATCH VERT BARS 10 R1.S8.48 LEVEL 07 WEST 72' - 6" R12 LEVEL 06+ WEST 61' - 0" TY P LT S 4" MAX TOPPING, SLOPE TO DRAIN STRUCTURAL FOAM FILL (40PSI MIN COMPRESSIVE STRENGTH) DOWELS TO MATCH SIZE AND SPACING OF VERT REINF, TYP TY P LT S #6@12" OC EF VERT #5@12" OC EF HORIZ TYP 4' - 1 1 3 1 / 3 2 " PROVIDE #5@6" OC EF HORIZ THRU DEPTH OF POOL, TYP LT S NOTE: 1. SEE FOR INFO NOT SHOWN OR NOTED5 R1.S8.46 HARDSCAPE OVER STRUCUTRAL FOAM PER LANDSCAPE #5 U-BARS SPACING TO MATCH VERT BARS LEVEL 07 WEST 72' - 6" R11 R11' LEVEL 06+ WEST 61' - 0" DRAINS, WHERE OCCUR PER PLUMB 4" MAX TOPPING, SLOPE TO DRAIN HARDSCAPE PER LANDSCAPE PROVIDE #5@6" OC EF HORIZ THRU DEPTH OF POOL, TYP STRUCTURAL FOAM FILL (40PSI MIN COMPRESSIVE STRENGTH) #6@12" OC EF VERT #5@12" OC EF HORIZ TYP TY P LT S 4' - 1 1 1 5 / 1 6 " ROUGHEN TO 1/4" MIN AMPLITUDE, TYP NOTE: 1. SEE FOR INFO NOT SHOWN OR NOTED5 R1.S8.46 #5 U-BAR, SPACING TO MATCH VERT BARS, TYP LEVEL 07 WEST 72' - 6" RJ LEVEL 06+ WEST 61' - 0" TYP 6" DRAINS, WHERE OCCUR PER PLUMB 4" MAX TOPPING, SLOPE TO DRAIN HARDSCAPE PER LANDSCAPE PROVIDE #5@6" OC EF HORIZ THRU DEPTH OF POOL, TYP STRUCTURAL FOAM FILL (40PSI MIN COMPRESSIVE STRENGTH) #6@12" OC EF VERT #5@12" OC EF HORIZ TYP DOWELS TO MATCH SIZE AND SPACING OF VERT REINF, TYP 4' - 1 1 2 9 / 3 2 " ROUGHEN TO 1/4" MIN AMPLITUDE, TYP CONC SLAB AND REINF PER PLAN WATERPROOFING BY OTHERS PL A N SE E #5 U-BARS, SPACING TO MATCH VERT BARS, TYP LWT CONC PAD UNDER PLANTER PER 12 R1.S5.42 12 R1.S5.43 GFRC PLANTER PER LANDSCAPE C (5) #8 T&B #4 x 6" O.C LEVEL 07 WEST 72' - 6" RK RL LEVEL 06+ WEST 61' - 0" 5' - 0" PROVIDE #5@6" OC EF HORIZ THRU DEPTH OF POOL, TYP 4" MAX TOPPING, SLOPE TO DRAIN WATERPROOFING BY OTHERS LWT CONC PAD UNDER PLANTER PER #6@12" OC EF VERT #5@12" OC EF HORIZ TYP DOWELS TO MATCH SIZE AND SPACING OF VERT REINF, TYP ROUGHEN TO 1/4" MIN AMPLITUDE, TYP STRUCTURAL FOAM FILL (40PSI MIN COMPRESSIVE STRENGTH) CONC SLAB AND REINF PER PLAN #5 U-BARS SPACING TO MATCH VERT BARS 12 R1.S8.48 SIM GFRC PLANTER PER LANDSCAPE 12 R1.S5.42 12 R1.S5.43 HARDSCAPE PER LANDSCAPE CONCRETE BEAM PER SCHEDULE T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:36:47 PM R1.S8.46 ABOVE GRADE SECTIONS AND DETAILS S21043.00 SCALE: 1/2" = 1'-0"5 ENLARGE DETAIL - POOL AREA SCALE: 1/2" = 1'-0"6 ENLARGE DETAIL - POOL AREA SCALE: 1/2" = 1'-0"11 ENLARGE DETAIL - POOL AREA SCALE: 1/2" = 1'-0"9 ENLARGE DETAIL - POOL AREA SCALE: 1/2" = 1'-0"7 ENLARGE DETAIL - POOL AREA A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 LEVEL 07 WEST 72' - 6" R14 CONC SLAB AND REINFORCEMENT PER PLAN 4" MAX SLOPING TOPPING HARDSCAPE PER LANDSCAPE GUARDRAIL PER 10 R1.S8.48 CONCRETE BEAM PER SCHEDULE LEVEL 07 WEST 72' - 6" R14R15 TYP 6"CONC SLAB AND REINFORCEMENT PER PLAN . 4" MAX SLOPING TOPPING HARDSCAPE PER LANDSCAPE #5 @ 8" OC FACE BARS, TYP EA SIDE EXTEND TIES TO TOP OF HIGH SLAB CONCRETE BEAM PER SCHEDULE CONCRETE BEAM REINF PER SCHED ADD (3) #7 TOP PLANTERS WHERE OCCURS PER LANDSCAPEGUARDRAIL PER ARCH NOTE: PT TENDONS NOT SHOWN FOR CLARITY LEVEL 07 WEST 72' - 6" RJ RK RL PLANTERS ON BLOCK CURBS PER LANDSCAPE LIGHT-GAGE BBQ ON BLOCK CURBS PER LANDSCAPE 9 R1.S8.48 Ld #5@12" OC Ld CONC SLAB AND REINF PER PLAN HARDSCAPE PER LANDSCAPE 4" MAX SLOPING TOPPING 12 R1.S5.43 12 R1.S5.42 LWT CONC PAD UNDER PLANTER PER & 12 R1.S5.43 12 R1.S5.42 LWT CONC PAD UNDER PLANTER PER 11 R1.S8.48 #4 @6" OC (6) #8 T&B MESH SCREEN FACADE SUPPORT COLUMN PER PLAN AND 1 R1.S9.00 CONCRETE SLAB AND REINFORCEMENT PER PLAN . HARDSCAPE PER LANDSCAPE LWT CONC PAD UNDER PLANTER PER 12 R1.S5.42 &12 R1.S5.43 PLANTER AND CONN TO CONC PAD BELOW PER LANDSCAPE WATERPROOFING BY OTHERSTYP 6" NOTE: DETAIL IS SIMILAR FOR ON-SLAB AMENITY FEATURES PER LANDSCAPE (BENCHES, BBQS, ETC) T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:36:54 PM R1.S8.47 ABOVE GRADE SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"4 SECTION SCALE: 3/4" = 1'-0"8 SECTION SCALE: 1/2" = 1'-0"1 SECTION SCALE: 3/4" = 1'-0"12 DETAIL AT PLANTER ON ELEVATED CONCRETE SLAB A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 #5 @ 10" OC VERT #5 @ 12" OC HORIZ . GUARDRAIL, WHERE OCCURS PER ARCH HARDSCAPE PER LANDSCAPE 4" MAX TOPPING SLAB, SLOPE TO DRAIN DOWEL TO MATCH VERT BAR SIZE AND SPACING T/SLAB EL = SEE PLAN EMBED PL PER SCHED ON VERT LOCATION PER GUARDRAIL MFR EXT FACADE PER ARCH PERFORATED MESH FABRIC, WHERE OCCURS PER ARCH. CONN TO STRUCTURE PER MFR LEVEL 7 EL = SEE PLAN ADD #5 CONT BAR WHERE NONE OCCURS ROUGHEN TO 1/4" MIN AMPLITUDE (5 ' - 0 " M A X ) SE E A R C H TYP LT S 8/ R1.S8.50 8"C EQ EQ T CABLE AND ATTACHMENT BY OTHERS. ALLOWABLE TENSION LOAD "T" = 800 LBS 6X12X1/2 EMBED PL W/ (2)-1/2" DIA X 8" LONG WELDED HEADED STUDS ADD 2-#5 BARS DEVELOPED Ld BEYOND EDGE OF PL IN EA DIRECTION 4 - #4 U-BAR STIRRUPS @ 4" OC. 1 EA SIDE OF HEADED STUD T/SLAB EL = PER PLAN 1/4 #5 @ 12" OC EW HARDSCAPE PER LANDSCAPE 4" MAX TOPPING SLAB, SLOPE TO DRAIN CONCRETE SLAB AND REINF PER PLAN TY P LT S T/SLAB EL = SEE PLAN DOWEL TO MATCH SIZE AND SPACING OF VERT BARS EXT FACADE PER ARCH PERFORATED MESH FABRIC, WHERE OCCURS PER ARCH. CONN TO STRUCTURE PER MFR LEVEL 6+ & 7 EL = SEE PLAN ROUGHEN TO 1/4" MIN AMPLITUDE (5 ' - 0 " M A X ) SE E A R C H 8" C #5 DOWELS @ 12" OC MAX GLASS GUARDRAIL WHERE OCCURS PER ARCH 1'-6" WIDE CONT CONC CURB POURED MONOLITHICALLY W/SLAB BELOW CONC SLAB AND REINF PER PLAN T/SLAB EL = SEE PLAN GUARDRAIL EMBED PER (8 ' - 0 " M A X ) SE E A R C H LEVEL 6+ & 15 EL = SEE PLAN 12 " M A X (4)-#5 CONT GUARDRAIL CONN TO STRUCTURE PER MFR 8 R1.S8.50 Ld ADD #5@12 TOP BAR AT GUARDRAIL EDGE OF SLAB CONDITIONS C C ROUGHEN TO 1/4" MIN AMPLITUDE GLASS GUARDRAIL WHERE OCCURS PER ARCH 1'-6" WIDE CONT CONC CURB POURED MONOLITHICALLY W/SLAB BELOW CONC SLAB AND REINF PER PLAN T/SLAB EL = SEE PLAN GUARDRAIL EMBED PER LEVEL 7 EL = SEE PLAN 12 " M A X GUARDRAIL CONN TO STRUCTURE PER MFR HARDSCAPE PER LANDSCAPE 4" MAX TOPPING SLOPE TO DRAIN 8 R1.S8.50 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1" = 1'-0" 11/19/2024 3:37:03 PM R1.S8.48 ABOVE GRADE SECTIONS AND DETAILS S21043.00 SCALE: 1" = 1'-0"12 EXTERIOR GUARDRAIL AT LEVEL 7 AMENITY DECK - CONCRETE PARAPET SCALE: 1" = 1'-0"8 DETAIL AT CATENARY CABLE ATTACHMENT SCALE: 1" = 1'-0"11 EXTERIOR CONCRETE PARAPET GUARDRAIL SCALE: 1" = 1'-0"10 EXTERIOR GUARDRAIL SCALE: 1" = 1'-0"9 GUARDRAIL AT RAISED SLAB 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 2-#5 TOP AND BOTTOM CONTINUOUS AT ALL EXTERIOR EDGES SLAB TOP BARS SEE PLAN ADD'L CONT TOP BARS PER PLAN (#4@12" OC, MIN) SLAB BOTTOM BARS SEE PLAN EXTERIORINTERIOR CONCRETE AT EXTERIOR SLAB TO MATCH STRENGTH OF INTERIOR SLAB AND HAVE MAX W/C RATIO= 0.45 WITH AIR ENTRAINMENT ADD'L TOP BARS PER PLAN (#5@12" OC, MIN CO V E R 1 1 / 2 " C L E A R 7" , M I N COVER 2"CLEAR 3" 1/ 2 " , S E E P L A N SEE PLAN T SE E P L A N CL E A R C O V E R SE E P L A N CL E A R C O V E R 0R 3'-0" LARGER OF LTS T/SLAB EL SEE PLAN .. DRIP GROOVE, SEE ARCH BEND BOTTOM BAR AS REQUIRED TO MAINTAIN COVER 180 STANDARD HOOK ROTATE IF NECESSARY TO MAINTAIN COVER . . PT TENDON PER PLAN COLUMN BEYOND SLAB REINF PER PLAN (2)-#4 T&B CONTINUOUS AT ALL SLAB EDGES T/SLAB 2" PER ARCH GALV EMBED PL AT GUARDRAIL POSTS,PER EMBED SCHEDULE WHERE OCCUR PER ARCH 7" M I N GUARDRAIL EMBED SCHEDULE GUARDRAIL HT EMBED ANCHORS SPACING COMMENTS 5'-0" MAX 8 1/2"x11"x1/2" 12"x14"x1/2" (4) 1/2" x 6" WELDED HEADED STUDS 4'-0" OC, MAX (6) 1/2" x 6" WELDED HEADED STUDS 4'-0" OC, MAX8'-0" MAX NOTES: 1. EMBED PLs EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALV 2. EMBEDS PLs SHALL BE A36, UON 3. ANCHORS MAY BE OFFSET FROM END OF PL TO MEET MIN EDGE CLEARANCE REQMNT 4. SEE ARCH FOR LOCATION OF GUARDRAILS 3'-6" MAX 8 1/2"x11"x1/2"(4) 1/2" x 4" WELDED HEADED STUDS 4'-0" OC, MAX VERTICAL MOUNT ON WALL 6" ( 8 ' H T ) 5" ( 5 ' H T A N D U N D E R ) MI N 1 1 / 2 " B GUARDRAIL, BY OTHERS H MIN 1 1/2"MIN 4" EDGE OF SLAB, WHERE OCCURS PER PLAN ADD #4 U-BAR STIRRUP WHERE EDGE DISTANCE < 12" Ld CONC SLAB PER PLAN t SE E P L A N SL A B T H K T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:37:09 PM R1.S8.50 ABOVE GRADE SECTIONS AND DETAILS S21043.00 NOT TO SCALE TYPICAL DETAIL AT EXTERIOR SLAB (BALCONY / TERRACE)4SCALE: 3/4" = 1'-0"3 TYPICAL (EXTERIOR) CANTILEVER SLAB EDGE SCALE: 3" = 1'-0"8 GUARDRAIL EMBED 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 LEVEL 15 WEST 157' - 6" R10 CONCRETE SLAB AND REINFORCEMENT PER PLAN . 4" MAX SLOPING TOPPING HARDSCAPE PER LANDSCAPE LWT CONC PAD UNDER PLANTER PER 12 R1.S5.42 &12 R1.S5.43 CONC OVER STRUCTURAL FOAM FILL PER 12 R1.S5.43 C LEVEL 15 WEST 157' - 6" R08R09 LEVEL 15+ WEST 161' - 11" 4" MAX SLOPING TOPPING HARDSCAPE PER LANDSCAPE TUBE STEEL BENCH SEATING PER LANDSCAPE PLANTER PER LANDSCAPE CONCRETE SLAB AND REINFORCEMENT PER PLANLWT CONC PAD UNDER PLANTER PER & 11 R1.S5.42 12 R1.S5.42 10 R1.S8.48 T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:37:16 PM R1.S8.51 ABOVE GRADE SECTIONS AND DETAILS S21043.00 SCALE: 1/2" = 1'-0"4 SECTION SCALE: 3/4" = 1'-0"8 SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 T/SLAB PER PLAN ADD'L (4) #8 X 12'-0" T&B EW. PROVIDE STD HOOK AT SLAB EDGE. DAVIT SUPPORT BASE BY WINDOW WASHER DESIGNER. LOADING PER WINDOW WASHER MFR (TO BE CONFIRMED) Pu = 1250 Mu = 1250 x 7.0 = 8750 lb-ft (SERVICE LEVEL) 1'-4" X 1'-4" X 1" BP GR36 W/ (4) 3/4" Ø HEAVY HEX BOLTS, F1554 GR55 TYP 2" 12" MIN he f = 6 " Pu Mu SLAB PER PLAN REINF NOT SHOWN FOR CLARITY . NOTE: 1. LOADS SHOWN ARE REPRESENTATIVE OF FINAL CONDITION, CONTRACTOR TO SUBMIT LOADS IMPOSED AND LOCATION OF DAVITS AND TIE BACK ANCHORS TO SER FOR REVIEW 12X12X7/8" PLATE W/ (4)-3/4" DIA X 8" HEADED STUDS TIE BACK ANCHOR BY OTHERS 4" DIA MIN NOTES: 1. SEE ARCHITECTURAL ROOF PLANS FOR LOCATION OF TIEBACK ANCHORS 2. CONNECT FOR LOADINGS PER TIEBACK ANCHOR MANUFACTURER 3. TIEBACK ANCHORS AND HARDWARE TO BE GALVANIZED 4. LOADS SHOWN ARE REPRESENTATIVE OF FINAL CONDITION, CONTRACTOR TO SUBMIT LOADS IMPOSED AND LOCATION OF DAVITS AND TIE BACK ANCHORS TO SER FOR REVIEW WELD OF TIEBACK ANCHOR TO BASE PLATE BY OTHERS CL 5000 lb MAX ANY DIRECTION SLAB PER PLAN #5 X 6'-0" ADDL EW T&B CENTERED BELOW PL 1' - 6 " M A X TYP 1 1/2" RH 8" 3' - 0 " M A X SE E A R C H W12X40 ELEVATOR MACHINE BEAM WHERE OCCURS PER ELEV MFR EMBED AND SHEAR PL PER T/SLAB EL =SEE PLAN SLOPE PER ARCH CORE ROOF SLAB PER PLAN #5@12" OC EQ EQ EQ 11 R1.S7.03 12 R1.S7.03 CORE WALL REINF PER SCHEDULE L6X4X1/2 HSS5X5X3/8 1/4" CAP PL COORD LOCATION WITH ELEV MFR PRIOR TO INSTALL 3/8" SHEAR PL PER 1/4 HSS AND ANGLE TO PL 12X12X1/2" EMBED PL W/ (4) 3/4" DIA X 6" LONG WELDED HEADED STUDS 1 R1.S7.01 NOTE: SEE FOR ADDITIONAL INFO11 R1.S7.04 EQ EQ 5' - 0 " T/PARAPET EL SEE PLAN T/SLAB EL SEE PLAN SLOPING ROOFING PER ARCH INTENTIONALLY ROUGHEN TO 1/4" AMPLITUDE #5@12" OC VERT #5@8" OC HORIZ . CONCRETE SLAB AND REINFORCEMENT PER PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:37:23 PM R1.S8.52 ROOF SECTION AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"3 TYPICAL DAVIT DETAIL SCALE: 3/4" = 1'-0"4 TYPICAL TIEBACK ANCHOR DETAIL SCALE: 1" = 1'-0"7 DETAIL AT TOP OF CORE SCALE: 1" = 1'-0"12 ROOF PARAPET 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 ROOF WEST 170' - 0" R10 NOTE: SHORING TO REMAIN IN PLACE UNTIL PARAPET HAS REACHED 28-DAY COMPRESSIVE STRENGTH T/PARAPET EL SEE PLAN FORMSAVER DOWELS TO MATCH BEAM TOP AND BOTTOM LONG REINF. SEE SCHEDLd PARAPET VERTICAL BARS FROM BEAM TO GRID 'RJ' SHALL TERMINATE IN 135 HOOK CONC BEAM PER PLAN, REINF PER SCHED SEE NOTE ROOF WEST 170' - 0" R10 T/PARAPET EL SEE PLAN FORMSAVER DOWELS TO MATCH SIZE AND SPACING OF PARAPET AND SLAB LONG BARS PROVIDE STD HOOK AROUND WALL HORIZ BAR (ADD #5 x5'-0" WHERE NONE OCCURS) NOTE: SHORING TO REMAIN IN PLACE UNTIL PARAPET HAS REACHED 28-DAY COMPRESSIVE STRENGTH 2 R1.S8.53 CONC SLAB AND REINF PER PLAN DEVELOP ALL SLAB REINF INTO WALL USING FORMSAVER DOWELS PARAPET VERTICAL BARS FROM BEAM TO GRID 'RJ' SHALL TERMINATE IN 135 HOOK ROOF WEST 170' - 0" T/PARAPET EL SEE PLAN A SECTION #5@8" OC HORIZ EF #4 X @ 12" OC 1'-0"(4)-#6 TOP BARS T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/2" = 1'-0" 11/19/2024 3:37:31 PM R1.S8.53 ROOF SECTION AND DETAILS S21043.00 SCALE: 1/2" = 1'-0"4 SECTION SCALE: 1/2" = 1'-0"8 SECTION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT 1/7/25 R10 RF RG RH RJ HS S 4 X 4 X 1 / 2 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 15 ' - 4 " 3 0 ' - 0 " 25 ' - 1 0 1 / 2 " TAPERED, TYP SEE ARCH 4' - 0 " O C M A X T/STEEL EL 171' - 0" HSS8X4X1/4 GLASS PANEL PER ARCH 4 R1.S8.81 TYP 5 R1.S7.03 TYP @ HSS BM TO BM CONN C C C TAPERED STEEL CANOPY PER 1 R1.S8.80 CONCRETE PARAPET PER PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL 1/4" = 1'-0" 11/19/2024 3:37:40 PM R1.S8.80 LEVEL 15 AMENITY TERRACE CANOPY S21043.00 SCALE: 1/4" = 1'-0"1 LEVEL 15 AMENITY TERRACE CANOPY FRAMING PLAN NOT TO SCALE ISOMETRIC VIEW - LEVEL 15 AMENITY TERRACE CANOPY2 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C C 1/7/25 4A - 4B - 2" 1 ' - 4 " 2 " TYP 2" 20X14X1/2 PL @ 8'-0" OC MAX W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS 1/4TYP 4A SECTION 4B SECTION TOP PL TO MATCH THK OF HSS WALL (1/4)PJP,TYP NOTE: 1. HSS MIN HEIGHT AT END OF TAPER = 4" 2. PROVIDE HSS BM-TO-BM CONN PER 5 R1.S7.03C PARAPET WALL PER PLAN T/SLAB EL = SEE PLAN EXT FACADE PER ARCH GLASS PANEL, SEE ARCH ADD #4 VERT BAR EA SIDE OF HEADED ANCHOR #5@12" OC EW EF VERT #9@ 6" OC EF HORIZ DRAG BARS, DEVELOPED LTS INTO CORE WALL, MIN L4X4X3/8 X 1'-0" LONG @ 8'-0" OC MAX T&B 1/4 3-SIDES, TYP 4A R1.S8.81 TYP Ld TAPERED HSS T/STEEL EL 171' - 0" T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:37:47 PM R1.S8.81 LEVEL 15 AMENITY TERRACE CANOPY SECTIONS AND DETAILS S21043.00 SCALE: 3/4" = 1'-0"4 ROOFTOP CANOPY TO PARAPET DETAIL 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK 1/7/25 R17 RH RJ 12 R1.S8.90 11'-3 1/2" HS S 8 X 4 X 3 / 8 HS S 8 X 4 X 3 / 8 2' - 2 " 10 ' - 6 " 5 E Q S P A C E S HSS4X2X5/16 HSS4X2X5/16 HSS4X2X5/16 HSS4X2X5/16 HSS4X2X5/16 HSS4X2X5/16 HS S 4 X 4 X 5 / 1 6 2'-9" 3'-1" HSS5 X 5 X 3/8 @ 4 L OCS, TYP [T/STL = 11'-6"] [T/STL = 11'-6"] [T/STL = 11'-6"] [T/STL = 11'-6"] [T/STL = 11'-6"] [T/STL = 11'-6"] [T / S T L = 1 2 ' - 2 " ] [T / S T L = 1 2 ' - 2 " ] 4 R1.S7.03 TYP [T / S T L = 1 1 ' - 6 " ] 8' - 2 1 / 2 " 10 " C4 X 4 . 5 C4 X 4 . 5 C4 X 4 . 5 C4 X 4 . 5 C4 X 4 . 5 C4 X 4 . 5 C 4 X 4 . 5 C4 X 4 . 5 C4 X 4 . 5 C4 X 4 . 5 11 R1.S8.90 5 R1.S7.03 TYP @ HSS BM TO BM CONN C NOTE: EAST ENTRY CANOPY IS SIMILAR CONCRETE SLAB PER PLAN HSS COLUMNS PER 7 R1.S8.90 HSS BEAMS PER 7 R1.S8.90 HSS CANOPY FRAME PER 12 R1.S8.90 CONCRETE SLAB PER PLAN R08 RH RJ 2' - 1 1 " 5 E Q S P A C E S 4' - 1 1 " 7'-1" HS S 8 X 4 X 3 / 8 HS S 8 X 4 X 3 / 8 HSS4X2X5/16 HSS4X2X5/16 HSS4X2X5/16 HSS4X2X5/16 HSS4X2X5/16 HSS4X2X5/16 HS S 4 X 2 X 5 / 1 6 C4 X 4 . 5 C 4 X 4 . 5 C 4 X 4 . 5 C 4 X 4 . 5 C 4 X 4 . 5 [T / S T L = 1 1 ' - 6 " ] [T/STL = 11'-6"] [T/STL = 11'-6"] [T/STL = 11'-6"] [T/STL = 11'-6"] [T/STL = 11'-6"] [T/STL = 11'-6"] [T / S T L = 1 2 ' - 2 " ] [T / S T L = 1 2 ' - 2 " ] 4 R1.S7.03 TYP HSS5 X 5 X 3/8 @ 4 L OCS, TYP 3' - 8 1 / 2 " 1' - 8 1 / 2 " 1'-6 1/2"2'-2 1/2" 12 R1.S8.90 SIM 5 R1.S7.03 TYP @ HSS BM TO BM CONN 11 R1.S8.90 SIM CONCRETE SLAB PER PLAN HSS COLUMNS PER 7 R1.S8.90 HSS BEAMS PER 7 R1.S8.90 HSS CANOPY FRAME PER 12 R1.S8.90 CONCRETE SLAB PER PLAN MAX 1'-0" 1/4" CAP PL (TYP ALL ENDS OF OPEN HSS) C4X4.5 L3X3X1/4 X 4" LONG NS/FS, TYP1/4 3-SIDES, TYP C CHANNEL, ALIGNED WITH LOUVERS ABOVE, REF ARCH 1/4 WEB TO HSS, TYP 1/4 HSS COLUMN BEYOND LOUVER, WHERE OCCURS PER ARCH HSS HEADERS PER PARTIAL PLAN HSS CANOPY BEAM PER PARTIAL PLANS 1/4 FLANGE TO HSS, TYP C C C LEVEL 01 WEST 0' - 0" LEVEL 02 WEST 16' - 0" LEVEL 1R WEST 11' - 7" 3 R1.S7.10 SIM 4 R1.S7.03 TYP TYP @ HSS BM TO COL CONN 9 R1.S7.03 CANOPY PER 12 R1.S8.90 LEVEL 02 EL SEE PLAN T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:38:00 PM R1.S8.90 STEEL ENTRY CANOPY PLANS, SECTIONS AND DETAILS S21043.00 SCALE: 3/8" = 1'-0"7 WEST ENTRY CANOPYSCALE:1 WEST ENTRY CANOPY SCALE: 3/8" = 1'-0"8 EAST ENTRY CANOPY SCALE:9 EAST ENTRY CANOPY SCALE: 1" = 1'-0"12 ENTRY CANOPY SECTION 1 12.10.2021 REISSUE FOR PLAN CHECK A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK SCALE: 1/2" = 1'-0"11 ENTRY CANOPY SECTION C C C 1/7/25 LEVEL 01 WEST 0' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R08R09R10R11R12R13R14 LEVEL 1R WEST 11' - 7" R11' LEVEL 06+ WEST 61' - 0" (3 0 ' - 0 " , M A X ) SE E A R C H HSS4X4X3/8, TYP FABRIC MESH FACADE BY OTHERS (50% OPEN) 4 R1.S7.03 TYP HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P LEVEL 01 WEST 0' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" R08 R09 R10 R11 R12 R13 R14 R15 R16 R17 LEVEL 1R WEST 11' - 7" R11' LEVEL 06+ WEST 61' - 0" 4 R1.S7.03 TYP HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HSS4X4X3/8, TYP FABRIC MESH FACADE BY OTHERS (50% OPEN) HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P HSS4X4X3/8, TYP FABRIC MESH FACADE BY OTHERS (50% OPEN) 4 R1.S7.03 TYP HS S 4 X 4 X 3 / 8 C O N T , T Y P HS S 4 X 4 X 3 / 8 C O N T , T Y P (16'-0") MAX SEE ARCH (16'-0") MAX SEE ARCH (3 0 ' - 0 " M A X ) SE E A R C H R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 1 R1.S9.00 9 R1.S9.00 1 R1.S9.01 9 R1.S9.01 KEYPLAN SHEET NOTES: 1. FINAL LOCATION OF HSS COLUMNS AND BEAMS SHALL BE COORDINATED WITH ARCHITECTURAL AND FABRIC MESH FACADE DESIGNER PRIOR TO FABRICATION OR PLACEMENT OF CONCRETE EMBEDS. 2. FINAL LOADS IMPOSED SHALL BE PROVIDED BY FABRIC MESH FACADE DESIGNER TO EOR FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR PLACEMENT OF CONCRETE EMBEDS. T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:38:18 PM R1.S9.00 GARAGE SCREEN SECTIONS AND DETAILS S21043.00 SCALE: 1/8" = 1'-0"1 GARAGE SCREENING FACADE - SOUTH ELEVATION SCALE: 1/8" = 1'-0"9 GARAGE SCREENING FACADE - NORTH ELEVATION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 LEVEL 01 WEST 0' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RFRGRH RJ RKRL LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" (3 0 ' - 0 " M A X ) SE E A R C H FABRIC MESH FACADE BY OTHERS (50% OPEN) HSS4X4X3/8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 FABRIC MESH FACADE BY OTHERS (50% OPEN) (30'-0" MAX) SE E A R C H HSS4X4X3/8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 (16'-0" MAX) SEE ARCH (16'-0" MAX) SEE ARCH 4 R1.S7.03 TYP LEVEL 01 WEST 0' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL B 01 -11' - 0" RF RG RH RJ RK LEVEL 01R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" LEVEL 01 WEST 0' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" RF RG RH RJ RK LEVEL 01G 0' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" LEVEL P 01 -11' - 0" LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" (3 0 ' - 0 " M A X ) SE E A R C H HSS4X4X3/8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 FABRIC MESH FACADE BY OTHERS (50% OPEN) HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 (16'-0" MAX) SEE ARCH 4 R1.S7.03 TYP LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RL LEVEL 1R WEST 11' - 7" LEVEL 06+ WEST 61' - 0" 7 R1.S9.02 8 R1.S9.02 NOTES: 1. FRAMING ON NORTH, EAST AND WEST ELEVATIONS IS SIMILAR, SEE ARCH 2. VERTICAL HSS MEMBER SHALL BE CONTINUOUS. SPLICES, WHERE REQUIRED SHALL BE VIA ALL-AROUND CJP WELD HSS FRAMING PER ELEVATION TYP @ EA SLAB LEVEL R08R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R11' 1 R1.S9.00 9 R1.S9.00 1 R1.S9.01 9 R1.S9.01 KEYPLAN SHEET NOTES: 1. FINAL LOCATION OF HSS COLUMNS AND BEAMS SHALL BE COORDINATED WITH ARCHITECTURAL AND FABRIC MESH FACADE DESIGNER PRIOR TO FABRICATION OR PLACEMENT OF CONCRETE EMBEDS. 2. FINAL LOADS IMPOSED SHALL BE PROVIDED BY FABRIC MESH FACADE DESIGNER TO EOR FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR PLACEMENT OF CONCRETE EMBEDS. T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:38:31 PM R1.S9.01 GARAGE SCREEN SECTIONS AND DETAILS S21043.00 SCALE: 1/8" = 1'-0"1 GARGE SCREENING FACADE - EAST ELEVATION SCALE: 1/8" = 1'-0"9 GARGE SCREENING FACADE - WEST ELEVATION SCALE: 1/4" = 1'-0"12 GARAGE FACADE FRAMING SECTION A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK C 1/7/25 MESH FACADE REACTIONS MEMBER CASE W(X) (LBS/FT) W(Y) (LBS/FT) W(Z) (LBS/FT) DEAD WIND (IN) WIND (OUT) 1 2 3 4 0 0 -62 DEAD WIND (IN) WIND (OUT) DEAD WIND (IN) WIND (OUT) DEAD WIND (IN) WIND (OUT) 0 54 -240 0 -62 -270 -60 0 -1 -270 58 0 -307 -72 0 0 0 58 0 55 260 0 -68 295 60 0 -1 270 58 0 307 -72 0 DISTRIBUTED LOAD PER TABLE FRAMING PER ELEVATION FRAMING PER ELEVATION 1 4 2 3REACTION LOAD AXIS NOTES: 1. FRAMING IS DETERMINED ON THE BASES OF THE MAXIMUM TABULATED REACTIONS DERIVED FROM THE FOLLOWING DESIGN CRITERIA: A) 50% OPEN MESH B) NET INWARD WIND PRESSURE = 10.0PSF C) NET OUTWARD WIND PRESSURE = 12.3PSF 2. TABULATED REACTIONS ON SUPPORT FRAME ARE AN AVERAGE DISTRIBUTED LOAD (LBS PER FOOT) AND PROVIDED AS UNFACTORED LOADS 3. FINAL REACTIONS TO BE DEVELOPED BY MESH FACADE MFR AND PROVIDED FOR REVIEW TO VERIFY CONFORMANCE WITH STATED DESIGN CRITERIA 4. DESIGN CRITERIA LIMITS IN-PLANE AND OUT-OF-PLANE DEFLECTION TO SPAN / 120. +Z +Y +X 0' - 1 3/4" 2" 8 " 12" MAX 6" M I N L4X4X3/8 X 6" LONG NS/FS W/ 1" DIA A325N BOLT IN VERT LONG SLOTTED HOLE 12X24X5/8" THK EMBED PL W/ (6) 3/4" DIA X 3" EMBED WELDED HEADED STUDS T/SLAB EL SEE PLAN HSS4X4 PER ELEVATION PARKING BARRIER PER SIM, PROVIDE (4) #6@10" OC DOWELS CENTERED ON EMBED PL, TYP 1/4 3-SIDES 8 R1.S8.30 NOTES: 1. ALL HSS MEMBERS SHALL BE CAPPED. 2. CONTRACTOR TO FIELD VERIFY EDGE OF SLAB CONDITIONS PRIOR TO FABRICATION TO ENSURE PLUMBNESS AND ALIGNMENT OF BOLTS MECH SCREEN PER ARCH. ATTACHMENT TO STRUCTURE PER MFR EQ EQ C 2" 8" 12X24X5/8" THK EMBED PL W/ (6) 3/4" DIA X 3" EMBED WELDED HEADED STUDS 1/4 3 SIDES, TYP 1/4 2" MIN 8" 2" MIN 1/4" CAP PL L4X4X1/2 X 8" LONG NS/FS HSS4X4 PER ELEVATION LEVEL 06 / 07 EL SEE PLAN 12" MAX 6" M I N NOTES: 1. ALL HSS MEMBERS SHALL BE CAPPED. 2. CONTRACTOR TO FIELD VERIFY EDGE OF SLAB CONDITIONS PRIOR TO FABRICATION TO ENSURE PLUMBNESS AND ALIGNMENT OF BOLTS 2" M I N PARKING BARRIER PER SIM, PROVIDE (6) #6@6" OC VERT DOWELS CENTERED ON EMBED PL, TYP 8 R1.S8.30 MECH SCREEN PER ARCH. ATTACHMENT TO STRUCTURE PER MFR SE E A R C H EQ EQ C COLUMN BEYOND SLAB REINF PER PLAN LEVEL 07 EL SEE PLAN 12X12X5/8" EMBED W/ (4) 3/4" DIA X 4" EMBED HEADED STUDS 6X6X5/8" THK PL NS/FS (3/8) PL TO EMBED, TYP 3" MIN PL TO HSS, TYP 1/4 PL TO HSS, TYP HSS COL PER ELEVATION R08 1/4 3 SIDES, TYP 1/4 2" MIN 8" 2" MIN L4X4X1/2 X 6" LONG NS/FS HSS4X4 PER ELEVATION 4" LEVEL 06 EL SEE PLAN 1/4" CAP PL Ld (8)-#5@6" OC U-BARS 8X18X5/8" THK EMBED PL W/ (6) 3/4" DIA X 6" EMBED WELDED HEADED STUDS @ 6" OC T: F: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 301 N. Broadway, Santa Ana, CA 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017-3618 Thornton Tomasetti, Inc. 213.330.7700 213.330.7001 3RD & BROADWAY - RESIDENTIAL As indicated 11/19/2024 3:38:32 PM R1.S9.02 GARAGE SCREEN SECTIONS AND DETAILS S21043.00 SCALE: 1/4" = 1'-0"4 FACADE MESH LOADING DIAGRAM SCALE: 1" = 1'-0"7 TYPICAL MESH FRAMING SUPPORT AT PARKING BARRIER SCALE: 1" = 1'-0"8 TYPICAL MESH FRAMING SUPPORT AT LEVEL 07 A 06.10.2022 REISSUE FOR PLAN CHECK B 06.17.2024 REVISION TO PERMIT C 09.27.2024 REISSUE FOR PLAN CHECK SCALE: 3/4" = 1'-0"6 LEVEL 07 ATTACHMENT AT BALCONY C SCALE: 1" = 1'-0"12 LEVEL 06 ATTACHMENT AT SLAB EDGE C 1/7/25 THESE DRAWINGS REPRESENT THE POOL & SPA FEATURE FOR THIS PROJECT ALL DECKING LIMITS, DRAINAGE, WALKWAYS, FENCING DESIGN, BATHROOMS DESIGN, UTILITIES, AND OTHER STRUCTURES SHOWN ON THE PLAN SHALL BE DOCUMENTED BY OTHER DISCIPLINES. THE CONTRACTED SCOPE OF WORK REPRESENTS THE FOLLOWING: SPECIFICATIONS: ·POOL & SPA TYPE: ELEVATED IN STRUCTURE ·POOL & SPA SIZE: PER DESIGN REQUIREMENTS ·CONSTRUCTION TYPE: PNEUMATICALLY PLACED CONCRETE ·WALL AND FLOOR COATING: WHITE PLASTER ·FILTRATION SYSTEM: HIGH RATE SAND FILTRATION SYSTEM ·SANITATION SYSTEM: CHEMICAL PUMPS AND TANKS, CHEMISTRY CONTROLLER ·ACCESSORIES: LIFE SAFETY EQUIPMENT AND SIGNAGE - DESIGN PER LOCAL CODE ·DECK EQUIPMENT: HANDRAILS, ANCHORS, ADA LIFT AS REQUIRED INCLUDED IN POOL PACKAGE: ·INSTALL OF POOL & SPA SHELL SHELL AND PIPING. ·POOL & SPA INSTALLED AS A COMPLETE WORKING SYSTEM. ·POOL & SPA EDGE COPING EDGE WITH PROVISIONS FOR DECKING. ·INSTALLATION OF INTERIOR SURFACE. ·TILE AT BORDER OF POOL WITH DEPTH MARKINGS. ·COMPLETE FILTRATION AND SANITATION EQUIPMENT. ·ELECTRICAL PANEL WITH CHEMICAL FEED INTERLOCK PROVIDED BY G.C. ·INTERIOR LIGHTING TO GFCI CIRCUIT. ·INTERCONNECTION OF POOL PIPING TO FILTRATION SYSTEM. (Sch. 80 PVC) ·HAND RAILS, GRAB RAILS, DECK ANCHORS, SAFETY AND TEST EQUIPMENT. ASME HEATER (NG) - GAS LINE PROVIDED BY G.C. ·ADA LIFT ANCHOR WITH REMOVABLE LIFT. ·CONNECTION OF FRESH WATER FILL PROVIDED BY G.C. (PROTECTED) TO AUTOMATIC WATER LEVEL SYSTEM. ·RELATED PERMITTING AND INFORMATION. ·START-UP AND OWNER TRAINING. ·INITIAL CHEMICAL BATCH AND WATER BALANCING. ·OPERATION GUIDE MANUAL. COMMON PROPERTY NAME: SANI-CHLOR - HYPOCHLORITE (BLEACH) - NaOCL MATERIAL: OXIDIZER CLASS: 1 STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(1) - 400 GALLONS ON SITE STORAGE: NONE USED IN CLOSED SYSTEM: 20 GALLONS USED IN CHEMICAL TANK CSA REGISTRATION NO: 7681-52-9 1.AMERICANS WITH DISABILITIES ACT 2.VIRGINIA GRAEME BAKER SAFETY ACT 3.2018 CAEHA - CALIFORNIA ASSOCIATION OF ENVIRONMENTAL HEALTH ADMINISTRATORS 4.2019 CALIFORNIA BUILDING CODE STANDARDS - TITLE 24: -CHAPTER 31B - PUBLIC POOLS -CALIFORNIA BUILDING STANDARDS -CALIFORNIA BUILDING CODE -CALIFORNIA ELECTRICAL CODE -CALIFORNIA MECHANICAL CODE -CALIFORNIA PLUMBING CODE -CALIFORNIA ENERGY CODE -CALIFORNIA FIRE CODE -CALIFORNIA GREEN BUILDING STANDARDS CODE 5.GUIDELINES SET FORTH BY THE COUNTY OF ORANGE POOL & SPA SHEET INDEX 603.5.20 SWIMMING POOLS, SPAS, AND HOT TUBS. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE PROTECTED BY AN AIR GAP OR A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER IN ACCORDANCE WITH THE FOLLOWING: (1)THE UNIT IS EQUIPPED WITH A SUBMERGED FILL LINE. THE POTABLE WATER SUPPLY IS DIRECTLY CONNECTED TO THE UNIT CIRCULATION SYSTEM. POTABLE WATER COMMON PROPERTY NAME: HYDROCHLORIC ACID - HCL MATERIAL: CORROSIVE CLASS: 1 STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(2) - 50 GALLONS ON SITE STORAGE: NONE USED IN CLOSED SYSTEM: 20 GALLONS USED IN CHEMICAL TANK CSA REGISTRATION NO: 7647-01-0 BONDING & GROUNDING CODE COMPLIANCE SCOPE OF WORK HEATER NOTES CBC ELECTRICAL NOTES CBC PLUMBING NOTES 1.EACH FIXTURE TRAP SHALL HAVE A PROTECTING VENT SO LOCATED THAT THE DEVELOPED LENGTH OF THE TRAP ARM FROM THE TRAP WEIR TO THE INNER EDGE OF THE VENT SHALL BE WITHIN THE DISTANCE GIVEN IN TABLE 1002.2 IPC, BUT IN NO CASE LESS THAN TWO TIMES THE DIAMETER OF THE TRAP ARM. 2.EACH PLUMBING FIXTURE THAT CONNECTS TO THE SANITARY SEWER SYSTEM SHALL BE PROPERLY TRAPPED AND VENTED IN ACCORDANCE WITH THE 2019 IPC. 3.FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEMS AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. 4.BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE INTERNATIONAL PLUMBING CODE. 5.EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE CONNECTING TO ANOTHER VENT. 1.THE POOL HEATER SHALL: A.) MEET ASME STANDARDS B.) BOND BOILER PER ELECTRIC CODE C.) HAVE A CODE COMPLIANT GAS TRAIN ASSEMBLY D.) HAVE A NATURAL GAS APPLIANCE APPROVED BALL/SHUTOFF VALVE PROVIDED BY THE BOILER INSTALLATION CONTRACTOR 2.IMC SECTION 1010.1: A.) THE DISCHARGE OF THE RELIEF VALVE SHALL BE PIPED TO WITHIN 18 INCHES OF THE FLOOR OR TO AN OPEN RECEPTACLE (IMC 1006.1) B.) NO VALVE SHALL BE PLACED BETWEEN THE SAFETY RELIEF VALVE AND THE HEATER, NOR ON THE DISCHARGE PIPE BETWEEN THE SAFETY RELIEF VALVE AND THE ATMOSPHERE (IMC 1006.1) 3.ENERGY EFFICIENCY STANDARDS SECTION A.) ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT HAS THE FOLLOWING: i.) THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATION ii.) ON/OFF SWITCH MOUNTED TO OUTSIDE OF HEATER THAT ALLOWS SHUTTING OFF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT AND INSTRUCTIONS CONSISTING OF A PERMANENT, EASILY READABLE AND WEATHERPROOF PLATE OR CARD THAT GIVES INSTRUCTIONS FOR THE ENERGY EFFICIENT OPERATION OF THE POOL OR SPA HEATER AND FOR PROPER CARE WHEN THE POOL OR SPA WATER COVER IS USED. iii.) NO ELECTRIC RESISTANCE HEATING. B.) INSTALLATION OF ANY POOL & SPA SYSTEM OR EQUIPMENT SHALL BE INSTALLED WITH AT LEAST 36 INCHES OF PIPE BETWEEN THE FILTER AND THE HEATER OR SUCTION AND RETURN LINES, OR BUILT-IN OR BUILT-UP CONNECTIONS AND SHALL BE INSTALLED TO ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT. 4.EQUIPMENT AND APPLIANCES SHALL BE INSTALLED AS REQUIRED BY THE TERMS OF THEIR APPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION. (IMC 304.1) 5.VENTING FOR THE POOL HEATER SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE 2015 IMC CHAPTER 8. 6.AIR FOR COMBUSTION, VENTILATION AND DILUTION OF FLUE GASSES SHALL BE PROVIDED FOR THE POOL HEATER ENCLOSURE IN ACCORDANCE WITH THE MANUFACTURES INSTALLATION INSTRUCTIONS AND THE 2015 INTERNATIONAL FUEL AND GAS CODE. 1.ALL ELECTRICAL WORK SHALL COMPLY WITH FOLLOW: 2019 CEC - ARTICLE 680 - SWIMMING POOL INSTALLATIONS - SEE: ELECTRICAL SHEETS FOR ADDITIONAL NOTES: - 680.7 - CORD-AND-PLUG-CONNECTED EQUIPMENT - 680.8 - OVERHEAD CONDUCTOR CLEARANCE - 680.9 - ELECTRIC WATER HEATER - 680.10 - UNDERGROUND WIRING - 680.11 - EQUIPMENT ROOMS AND PITS - 680.12 - MAINTENANCE DISCONNECTING MEANS - 680.21 - MOTORS - 680.22 - AREA LIGHTING, RECEPTACLES AND EQUIPMENT - 680.23 - UNDERWATER LUMINARIES - 680.24 - JUNCTION BOX, TRANSFORMER, OR GFCI ENCLOSURE - 680.25 - FEEDERS - 680.26 - EQUIPOTENTIAL BONDING - 680.27 - SPECIALIZED EQUIPMENT - ANY ADDITIONAL STATE AND LOCAL REQUIREMENTS CHEMICALS & STORAGE APPROVAL STAMP: CONTACT INFORMATION POOL & SPA DATA 1.[POOL] PERIMETER:116'-0" LF. SURFACE AREA:616 SQFT. APPROXIMATE VOLUME:15,505 GALLONS MINIMUM TURN OVER:6 HRS MINIMUM FLOW RATE:43 GPM DESIGNED FLOW RATE:75 GPM @ 60 TDH OCCUPANCY LOAD:30 PERSONS PER CBC(POSTED) GUTTER SURGE:698 GAL. (616 MIN.) 2.[SPA] PERIMETER:56'-0" LF. SURFACE AREA:196 SQFT. APPROXIMATE VOLUME:3,908 GALLONS MINIMUM TURN OVER:1/2 HRS MINIMUM FLOW RATE:130 GPM DESIGNED FLOW RATE:150 GPM @ 60 TDH OCCUPANCY LOAD:24 PERSONS (POSTED) BOOSTER FLOW RATE:155 GPM GUTTER SURGE:270 GAL. (196 MIN.) 11B-1009 SWIMMING POOLS, WADING POOLS, AND SPAS 11B-1009.1 GENERAL. WHERE PROVIDED, POOL LIFTS, SLOPED ENTRIES, TRANSFER WALLS, TRANSFER SYSTEMS, AND POOL STAIRS SHALL COMPLY WITH 11B-1009. 11B-1009.2 POOL LIFTS. POOL LIFTS SHALL COMPLY WITH 11B-1009.2. 11B-1009.2.1 POOL LIFT LOCATION. POOL LIFTS SHALL BE LOCATED WHERE THE WATER LEVEL IS 36 INCHES MINIMUM AND 48 INCHES MAXIMUM. EXCEPTIONS: 1. WHERE THE ENTIRE POOL DEPTH IS GREATER THAN 48 INCHES, COMPLIANCE WITH 11B-1009.2.1 SHALL NOT BE REQUIRED. 2. WHERE MULTIPLE POOL LIFT LOCATIONS ARE PROVIDED, NO MORE THAN ONE POOL LIFT SHALL BE REQUIRED TO BE LOCATED IN AN AREA WHERE THE WATER LEVEL IS 48 INCHES MAXIMUM. 3. WHERE THE WATER DEPTH OF THE ENTIRE SWIMMING POOL, WADING POOL OR SPA IS LESS THAN 36 INCHES, POOL LIFTS SHALL BE LOCATED WHERE THE WATER LEVEL IS LESS THAN 36 INCHES. 11B-1009.2.2 SEAT LOCATION. IN THE RAISED POSITION, THE CENTERLINE OF THE SEAT SHALL BE LOCATED OVER THE DECK AND 16 INCHES MINIMUM FROM THE EDGE OF THE POOL. THE DECK SURFACE BETWEEN THE CENTERLINE OF THE SEAT AND THE POOL EDGE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. 11B-1009.2.3 CLEAR DECK SPACE. ON THE SIDE OF THE SEAT OPPOSITE THE WATER, A CLEAR DECK SPACE SHALL BE PROVIDED PARALLEL WITH THE SEAT. THE SPACE SHALL BE 36 INCHES WIDE MINIMUM AND SHALL EXTEND FORWARD 48 INCHES MINIMUM FROM A LINE LOCATED 12 INCHES BEHIND THE REAR EDGE OF THE SEAT. THE CLEAR DECK SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. 11B-1009.2.4 SEAT . THE SEAT SHALL BE RIGID AND SHALL HAVE A BACK SUPPORT THAT IS AT LEAST 12 INCHES TALL. THE HEIGHT OF THE LIFT SEAT SHALL BE DESIGNED TO ALLOW A STOP AT 17 INCHES MINIMUM TO 19 INCHES MAXIMUM MEASURED FROM THE DECK TO THE TOP OF THE SEAT SURFACE WHEN IN THE RAISED (LOAD) POSITION. THE SEAT SHALL HAVE A RESTRAINT FOR THE USE OF THE OCCUPANT WITH OPERABLE PARTS COMPLYING WITH 11B-309. 11B-1009.2.5 SEAT WIDTH. THE SEAT SHALL BE 16 INCHES WIDE MINIMUM. 11B-1009.2.6 FOOTRESTS AND ARMRESTS. . FOOTRESTS SHALL BE PROVIDED AND SHALL MOVE WITH THE SEAT. THE SEAT SHALL HAVE TWO ARMRESTS. THE ARMREST POSITIONED OPPOSITE THE WATER SHALL BE REMOVABLE OR SHALL FOLD CLEAR OF THE SEAT WHEN THE SEAT IS IN THE RAISED POSITION. EXCEPTION: FOOTRESTS SHALL NOT BE REQUIRED ON POOL LIFTS PROVIDED IN SPAS. 11B-1009.2.7 OPERATION. THE LIFT SHALL BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATER LEVELS. CONTROLS AND OPERATING MECHANISMS SHALL BE UNOBSTRUCTED WHEN THE LIFT IS IN USE AND SHALL COMPLY WITH 11B-309.4 (OPERATION). THE LIFT SHALL BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OF THE SEAT. 11B-1009.2.8 SUBMERGED DEPTH. THE LIFT SHALL BE DESIGNED SO THAT THE SEAT WILL SUBMERGE TO A WATER DEPTH OF 18 INCHES MINIMUM BELOW THE STATIONARY WATER LEVEL. 11B-1009.2.9 LIFTING CAPACITY. SINGLE PERSON POOL LIFTS SHALL HAVE A WEIGHT CAPACITY OF 300 POUNDS MINIMUM AND BE CAPABLE OF SUSTAINING A STATIC LOAD OF AT LEAST ONE AND A HALF TIMES THE RATED LOAD. 1. R1-SP-001 POOL & SPA PLAN COVER 2. R1-SP-002 POOL & SPA SITE PLAN 3. R1-SP-003 POOL & SPA CUT SHEETS 4. R1-SP-004 POOL & SPA CUT SHEETS 5. R1-SP-005 POOL & SPA CUT SHEETS 6. R1-SP-006 POOL & SPA CUT SHEETS 7. R1-SP-007 POOL & SPA CUT SHEETS 8. R1-SP-008 POOL & SPA CUT SHEETS 9. R1-SP-009 POOL & SPA CUT SHEETS 10. R1-SP-101 POOL & SPA PLAN 11. R1-SP-102 POOL & SPA EQUIPMENT PLAN 12. R1-SP-103 POOL & SPA PLUMBING PLAN 13. R1-SP-301 POOL & SPA SECTIONS 14. R1-SP-501 POOL & SPA DETAILS 15. R1-SP-502 POOL & SPA DETAILS 16. R1-SP-503 POOL & SPA DETAILS 17. R1-SP-504 POOL & SPA DETAILS 18. R1-SP-505 POOL & SPA DETAILS 19. R1-SP-506 INTELLICENTER SCHEMATIC © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT AQUA DESIGN INTERNATIONAL 7534 N. LA CHOLLA BLVD. TUCSON, AZ 85741 OFFICE: 520-219-8929 CONTACT: ADEN ACKLIN QUADESIGN INTERNATIONAL R AMMTEC CONSULTANTS 2447 WEST 12TH STREET SUITE #1 TEMPE, AZ 85281 OFFICE: 480-972-9696 CONTACT: ALAN MONEY - P.E. R1-SP-001 POOL & SPA PLAN COVER COMMON PROPERTY NAME: EZ POOL PRO MATERIAL: WATER CLARIFIER CLASS: N/A STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(2) 400 GALLONS ON SITE STORAGE: (2) 40 LB. SEALED TUBS USED IN CLOSED SYSTEM: 30 GALLONS USED IN DOUBLE CHEMICAL TANK CSA REGISTRATION NO: N/A - CERTIFIED TO NSF/ANSI STANDARD 50. COMMON PROPERTY NAME: REVIVE PRO MATERIAL: WATER CLARIFIER CLASS: N/A STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(2) 400 GALLONS ON SITE STORAGE: (2) 5 GAL. SEALED TUBS USED IN CLOSED SYSTEM: 10 GALLONS USED IN DOUBLE CHEMICAL TANK CSA REGISTRATION NO: N/A - CERTIFIED TO NSF/ANSI STANDARD 50 1.PRODUCT SUBMITTAL: POOL CONTRACTOR TO INCLUDE MANUFACTURER'S DATA, INSTALLATION INSTRUCTIONS AND GENERAL RECOMMENDATIONS FOR EACH SPECIFIED PRODUCT. 2.SHOP DRAWING SUBMITTAL: SHOP DRAWINGS OF EACH ITEM SPECIFIED SHOWING LAYOUT,PROFILES, METHODS OF JOINING AND ANCHORAGE DETAILS 3.SUBMITTAL FORM: USE SUBMITTAL FORM AS A COVER PAGE FOR EACH PRODUCT AND SHOP DRAWING. SEE SPECIFICATIONS FOR SUBMITTAL FORM. SUBMITTALS 1.INSPECTIONS AS REQUIRED BY THE COUNTY OF ORANGE: - PLUMBING INSTALLATION. - PRE-DECK. - PRE-INTERIOR SURFACE & DECK. - AT THE COMPLETION OF CONSTRUCTION AND ANY OTHER INSPECTIONS THAT MAY BE REQUIRED BY THE COUNTY OF LOS ANGELES NO SPA SHALL BE OPENED TO THE PUBLIC WITHOUT WRITTEN APPROVAL OF THE BUILDING AND HEALTH DEPARTMENT. 2.THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. ENCLOSURE NOTES 2019 CALIFORNIA BUILDING CODE STANDARDS - TITLE 24: -CHAPTER 31B - PUBLIC POOLS: 3119B.1 ENCLOSURE. THE POOL SHALL BE ENCLOSED BY ONE OR A COMBINATION OF THE FOLLOWING: A FENCE, PORTION OF A BUILDING, WALL, OR OTHER APPROVED DURABLE ENCLOSURE. DOORS, WINDOWS, GATES OF LIVING UNITS OR ASSOCIATED PRIVATE PREMISES SHALL NOT BE PERMITTED AS PART OF THE POOL ENCLOSURE. THE ENCLOSURE, DOORS AND GATES SHALL MEET ALL OF THE FOLLOWING SPECIFICATIONS: 4.THE ENCLOSURE SHALL HAVE A MINIMUM EFFECTIVE PERPENDICULAR HEIGHT OF 5 FEET (1524 MM) AS MEASURED FROM THE OUTSIDE AS DEPICTED IN FIGURE 31B-4; AND 5.OPENINGS, HOLES OR GAPS IN THE ENCLOSURE, DOORS AND/OR GATES SHALL NOT ALLOW THE PASSAGE OF A 4-INCH (102 MM) DIAMETER SPHERE. THE ENCLOSURE SHALL BE CONSTRUCTED OVER A HARD AND PERMANENT MATERIAL EQUIVALENT TO CONCRETE; AND 6.THE ENCLOSURE SHALL BE DESIGNED AND CONSTRUCTED SO THAT IT CANNOT BE READILY CLIMBED BY SMALL CHILDREN. HORIZONTAL AND DIAGONAL MEMBER DESIGNS WHICH MIGHT SERVE AS A LADDER FOR SMALL CHILDREN ARE PROHIBITED. HORIZONTAL MEMBERS SHALL BE SPACED AT LEAST 48 INCHES (1219 MM) APART. NO PLANTERS OR OTHER STRUCTURES THAT CAN BE CLIMBED SHALL BE PERMITTED WITHIN 5 FEET (1524 MM) OF THE OUTSIDE OF THE POOL ENCLOSURE OR WITHIN A 5 FOOT (1524 MM) ARC AS DEPICTED IN FIGURE 31B-5. THE AREA 5 FEET (1524 MM) OUTSIDE OF THE POOL ENCLOSURE SHALL BE A COMMON AREA OPEN TO THE PUBLIC; AND 7.CHAIN LINK MAY BE USED, PROVIDED THAT THE OPENINGS ARE NOT GREATER THAN 13/4 INCHES (44 MM) MEASURED HORIZONTALLY. 3119B.2 GATES. GATES AND DOORS OPENING INTO THE POOL ENCLOSURE ALSO SHALL MEET THE FOLLOWING SPECIFICATIONS: 1.GATES AND DOORS SHALL BE EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES. THE SELF-LATCHING DEVICE SHALL KEEP THE GATE OR DOOR SECURELY CLOSED. GATES AND DOORS SHALL OPEN OUTWARDLY AWAY FROM THE POOL EXCEPT WHERE OTHERWISE PROHIBITED BY LAW. HAND ACTIVATED DOOR OR GATE OPENING HARDWARE SHALL BE LOCATED AT A HEIGHT NO LOWER THAN 42 INCHES (1067 MM) BUT NO HIGHER THAN 44 INCHES (1179 MM) ABOVE THE DECK OR WALKWAY; AND 2.GATES AND DOORS SHALL BE CAPABLE OF BEING LOCKED DURING TIMES WHEN THE POOL IS CLOSED. EXIT DOORS WHICH COMPLY WITH CHAPTER 10, TITLE 24, CALIFORNIA CODE OF REGULATIONS SHALL BE CONSIDERED AS MEETING THESE REQUIREMENTS; AND 3.THE POOL ENCLOSURE SHALL HAVE AT LEAST ONE MEANS OF EGRESS WITHOUT A KEY FOR EMERGENCY PURPOSES. UNLESS ALL GATES OR DOORS ARE SO EQUIPPED, THOSE GATES AND/OR DOORS WHICH WILL ALLOW EGRESS WITHOUT A KEY SHALL HAVE A SIGN IN LETTERS AT LEAST 4 INCHES (102 MM) HIGH STATING EMERGENCY EXIT; AND 4.THE ENCLOSURE SHALL BE CONSTRUCTED SO THAT ALL PERSONS WILL BE REQUIRED TO PASS THROUGH COMMON POOL ENCLOSURE GATES OR DOORS IN ORDER TO GAIN ACCESS TO THE POOL AREA. ALL GATES AND DOORS EXITING THE POOL AREA SHALL OPEN INTO A PUBLIC AREA OR A WALKWAY ACCESSIBLE BY ALL POOL PATRONS. 1.ALL GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) AND THE LOCAL AUTHORITY HAVING JURISDICTION. 2.THESE PLANS ARE DIAGRAMMATIC AND MAY NOTE REPRESENT THE FINAL LOCATIONS OF THE EQUIPMENT. THE POOL AND FOUNTAIN CONTRACTORS SHALL COORDINATE ALL GROUNDING REQUIREMENTS AND EQUIPMENT ELECTRICAL CONNECTIONS WITH ALL OTHER WORK TO BE COMPLETED WITH CONSIDERED FIELD CONDITIONS. 3.THE GROUNDING GRID TO BE INSTALLED WITHIN THE POOL AND FOUNTAIN ASSEMBLIES SHALL BE INSTALLED WITH A MINIMUM OF BARE #8 GROUND WIRE (99% PURE COPPER) AND INSTALLATION IS TO BE COORDINATED WITH FINAL FEATURE CONSTRUCTION. 4.GROUNDING GRID SHALL BE INSTALLED A MINIMUM OF 1 METER THE POOL AND FOUNTAIN EDGES IN ACCORDANCE WITH NEC. 5.ALL GROUNDING CONNECTIONS SHALL BE CAD-WELDED OR AS OTHERWISE REQUIRED, CAD WELDING SHALL BE COPPER TO COPPER WITH 6% SILVER FOR DUCTILITY. 6.PROVIDE #8 BARE COPPER WIRE SPACED AT 300MM APART FOR ENTIRE LENGTH OF BONDING GRID, COPPER WELD AT EACH JOINT. PROVIDE #8 COPPER GROUNDING CONDUCTOR FROM LIGHTS, RAILS, AND OTHER REQUIRED POOL ACCESSORIES PER POOL BONDING DIAGRAM DETAIL. GENERAL NOTES WATER CHEMISTRY: FREE AVAILABLE CHLORINE 1.0 - 3.0 ppm COMBINED CHLORINE N/A POTENTIAL HYDROGEN (pH)7.4 - 7.6 ppm SALT CONCENTRATION N/A TOTAL ALKALINITY 80 - 100 ppm TDS 1,500 ppm max. CALCIUM HARDNESS 250 ppm max. CYANURIC ACID 20 ppm ORP / HHR 700 - 780 mV TEMPERATURES 82° (POOL) & 102° (SPA) ACCESSIBILITY NOTES 23.THE OWNER SHALL KEEP DAILY RECORD FOR THE POOL SANITATION AND pH READING PER COUNTY REQUIREMENTS. 24. ALL PIPING IN THE EQUIPMENT ROOM MUST BE PERMANENTLY MARKED WITH DIRECTIONAL ARROWS AND IDENTIFIED AS TO THE ORIGIN OF USE, E.G., GUTTER, MAIN DRAIN, ETC. PIPING COLOR CODE: FRESH WATER - BLUE (TO CHECK VALVE) BACKWASH - BLACK INFLUENT - YELLOW RE-CIRCULATION SYSTEM - GREEN 1.ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 2.ANY CHANGES IN CONSTRUCTION PLANS OR EQUIPMENT MUST BE APPROVED BY THE ORANGE HEALTH DEPARTMENT. CHANGES MAY REQUIRE ADDITIONAL PLAN CHECK FEES AND RE-SUBMITTAL. 3.POOL PLAN APPROVAL DOES NOT AUTHORIZE THE VIOLATION OF ANY LAW, ORDINANCE, OR REGULATION AND FINAL APPROVAL IS SUBJECT TO FIELD INSPECTION AND EVALUATION. 4.MINIMUM OF 6 FOOT WIDE, CONTINUOUS, SLIP-RESISTANT, NON-ABRASIVE DECK AREA OF CONCRETE OR CONCRETE LIKE MATERIAL MUST BE PROVIDED FLUSH WITH THE TOP OF THE POOL AND EXTENDED COMPLETELY AROUND. 5.THE REQUIRED DECKING AROUND THE POOL MUST BE FREE OF ALL POSTS, COLUMNS, OR OTHER OBSTRUCTIONS AND EXTEND AT LEAST 4 FEET BEHIND ANY PERMANENT HANDICAP EQUIPMENT. 6.ALL PARTS OF THE DECK MUST DRAIN NATURALLY OR TO FLOOR DRAINS AT A SLOPE BETWEEN 1% AND 2% WITH NO ACCUMULATIONS OF WATER. SPACE BETWEEN THE COPING AND THE DECK MUST BE SEALED WITH AN APPROPRIATE CAULKING. 7.AUTOMATIC CHLORINATOR IS REQUIRED WHICH IS CAPABLE OF SUPPLYING NOT LESS THAN THE EQUIVALENT OF 3 POUNDS OF CHLORINE PER DAY PER 10,000 GALLONS POOL WATER CAPACITY. 8.ADEQUATE NUMBER OF HOSE BIBBS ARE REQUIRED IN THE POOL AREA IN SUFFICIENT NUMBERS TO ALLOW A 75 FOOT HOSE TO REACH ALL AREAS OF THE POOL DESK. HOSE BIBB IS REQUIRED IN THE EQUIPMENT AREA. EACH HOSE BIBB MUST BE PROTECTED BY AN APPROVED BACKFLOW DEVICE. 9.PERFORM A HYDROSTATIC TEST TO 35 PSI (3.5KG/CM2) FOR 30 MINUTES AND KEEP A MINIMUM OF 25 PSI (1.75KG/CM2) ON SYSTEM UNTIL AFTER DECK PHASE. 10.PRESSURE GAUGES SHALL BE BE INSTALLED ON THE INLET AND OUTLET OF THE EACH FILTER SYSTEM AND LOCATED WHERE THEY CAN BE EASILY READ. 11.VACUUM GAUGES SHALL BE INSTALLED ON THE INLET TO EACH PUMP AND INSTALLED IN WHERE THEY CAN BE EASILY READ. 12.PIPE SLEEVING AND PENETRATIONS THROUGH VAULT STRUCTURE SHALL BE SLEEVED PER THE LINK SEAL REQUIREMENTS THROUGH WALLS. COORDINATE WITH ALL TRADES. PER IPC, SLEEVING: ANNULAR SPACES SHALL BE FILLED OR TIGHTLY CAULKED. 13.THE PIPING INSTALLATION IN EACH EQUIPMENT ROOM, IPC SHALL BE SUPPORTED IN ACCORDANCE WITH TABLE 308.5 IN THE IPC. CONTRACTOR SHALL SUBMIT SUPPORT SYSTEM DESIGN TO BEFORE START OF THIS WORK. 14.POTABLE WATER SUPPLY SYSTEMS SHALL BE DESIGNED, INSTALLED AND MAINTAINED SO AS TO PREVENT CONTAMINATION FROM NONPOTABLE LIQUIDS, SOLIDS OR GASES BEING INTRODUCED INTO THE POTABLE WATER SUPPLY THROUGH CROSS-CONNECTIONS OR ANY OTHER PIPING CONNECTIONS TO THE SYSTEM. MEANS OF PROTECTION AGAINST BACKFLOW IN THE POTABLE WATER SUPPLY SHALL BE PROVIDED THROUGH AN AIR GAP COMPLYING WITH ASME A112.1.2 INTERNATIONAL PLUMBING CODE. 15.CARTRIDGE FILTER CLEANING AND DRAINING WATER SHALL BE DISCHARGED TO THE SANITARY, OR INTO AN APPROVED DISPOSAL SYSTEM APPROVED BY THE STATE OR LOCAL AUTHORITY. 16.REINFORCING STEEL OF ALL AQUATIC BODY'S SHALL BE BONDED WITH A #8 COPPER WIRE TIED BOND INTO THE MECHANICAL SYSTEM FOR EACH BODY OF WATER. EACH MECHANICAL SYSTEM SHALL THEN BE BONDED TO THE ELECTRIC PANEL THAT SUPPLIES POWER TO THAT FEATURE. FOLLOW USA NATIONAL ELECTRIC CODE FOR BONDING GRID AROUND PERIMETER OF STRUCTURE. SEE: SHEET SP-503, DETAIL 5. 17.POOL UNDERWATER LIGHTING SHALL BE A MINIMUM OF .5 WATTS PER SQ FT OF SURFACE AREA. 18.POOL SHALL BE PROVIDED WITH LIFE SAVING EQUIPMENT AND SHALL BE VISUALLY CONSPICUOUS AND CONVENIENTLY LOCATED AT ALL TIMES. SWIMMING POOL ACCESSORY POLE NOT LESS THAN 12 FEET IN LENGTH AND INCLUDING A BODY HOOK SHALL BE PROVIDED. 19.DEPTH MARKERS OF CONTRASTING COLOR ARE REQUIRED ON BOTH SIDES, AT THE MINIMUM AND MAXIMUM DEPTHS, AT THE BREAK AT 4 ½ FT. AND BOTH ENDS OF THE POOL. PERMANENT DEPTH MARKERS ARE REQUIRED ON THE POOL DECK, CORRESPONDING TO EVERY DEPTH MARKER ON THE WALL. ALL DEPTH MARKERS MUST BE MARKED WITH THE LETTERS FEET OR FT. AND INCHES OR IN. PAINTED LETTERS ARE NOT PERMITTED. DEPTH MARKERS MUST BE AT LEAST 4 INCHES IN HEIGHT AND MUST BE POSITIONED TO INDICATE THE WATER DEPTH ACCURATE TO THE NEAREST 6 INCHES AS MEASURED FROM THE POOL FLOOR TO THE MIDDLE OF THE SKIMMER OPENING. 20.BARRIERS SHALL BE PROVIDED TO MEET LOCAL CODES.SEE: ARCHITECTURAL SHEETS. 21.USING THE PUMP BYPASS IS RECOMMENDED PROCESS TO TAKE POOL WATER BACK TO OPERATIONAL LEVELS, IN THE EVENT THE POOL SHOULD EVER EXPERIENCE HIGH WATER LEVELS OR AN OVERFLOW FROM EXCESSIVE RAIN FALL. 22.THROWING ROPE ATTACHED TO RING BUOY OR SIMILAR FLOTATION DEVICE SHALL BE PROVIDED. THE ROPE SHALL BE NOT LESS THAN ¼ INCH IN DIAMETER AND SHALL HAVE A LENGTH OF NOT LESS THAN 1 ½ TIMES THE MAXIMUM WIDTH OF THE POOL OR 50 FEET, WHICHEVER IS LESS. A RING BUOY SHALL HAVE AN OUTSIDE DIAMETER IS NOT LESS THAN 15 INCHES. GENERAL OPERATIONS: 1.POOL PIPE ROUTING IS FOR DIAGRAM ONLY. THE POOL CONTRACTOR AND G.C. SHALL COORDINATE ROUTING LOCATIONS WITH SUPPORT SYSTEM LAYOUT. THE POOL CONTRACTOR SHALL PROVIDE PIPE MOUNTING, SUPPORT, EXPANSION JOINTS IF NEEDED AND INSULATION. THE POOL CONTRACTOR SHALL PROVIDE A SHOP DRAWING FOR THESE ITEMS TO THE G.C., ARCHITECT AND AQUATIC CONSULTANT. 2.THE PUMP AND HEATER EQUIPMENT SHALL BE SET ON A 4" MIN. CONCRETE HOUSE-KEEPING PAD THAT POSITIVELY SLOPES TOWARD THE FLOOR DRAINAGE SYSTEM. 3.THE HEATER SHALL BE PROVIDED WITH A SYSTEM THAT DETECTS AND MONITORS CARBON MONOXIDE IN THE EQUIPMENT ROOM. 4.ALL CIRCULATION PUMPS SHALL BE SET WITH THE PROVIDED VALVES AND FLOW METERS AT START FOR THE FLOW RATES LISTED ON POOL PLANS AND BACKWASH RATES FOR THE FILTERS. INSPECTIONS TITLE 24 REQUIRMENTS 1.AT LEAST 36 INCHES OF PIPE SHALL BE INSTALLED BETWEEN THE FILTER AND THE HEATER OR DEDICATED SUCTION AND RETURN LINES, OR BUILT-IN OR BUILT-UP CONNECTIONS SHALL BE INSTALLED TO ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT." 2.A COVER FOR OUTDOOR POOLS OR OUTDOOR SPAS THAT HAVE A HEAT PUMP OR GAS HEATER SHALL BE PROVIDED." 3.A TIME SWITCH OR SIMILAR CONTROL MECHANISM SHALL BE INSTALLED AS PART OF A POOL WATER CIRCULATION CONTROL SYSTEM THAT WILL ALLOW ALL PUMPS TO BE SET OR PROGRAMMED TO RUN ONLY DURING THE OFF-PEAK ELECTRIC DEMAND PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BYAPPLICABLE PUBLIC HEALTH STANDARDS." 1.PROVIDE WATERPROOFING SYSTEM AQURON CPSP BY AQURON CORPORATION INTERNATIONAL (WWW.AQURON.COM) BETWEEN INTERIOR COATING AND SHOTCRETE PER PRODUCT INSTRUCTIONS. 2.SEAL ALL PENETRATIONS THROUGH SHOTCRETE SHELL WITH AQUABOND UW-5000 EPOXY AT CONNECTION OF PVC TO SHOTCRETE. WATERPROOFING NOTES CONCRETE & REBAR NOTES SPECIFICATIONS A.MATERIALS 1.GEO-SYNTHETIC FILL: INSULFOAM GF SHALL CONFORM TO ASTM D 6817 AND MAY BE FABRICATED USING MATERIAL WITH RECYCLED CONTENT. BLOCKS SHALL HAVE A HEIGHT OF AT LEAST 36 INCHES (.91 M), A WIDTH OF AT LEAST 48 INCHES (1.22 M), AND LENGTH OF AT LEAST 96 INCHES (2.44 M). BLOCKS SHALL BE WITHIN TOLERANCES OF 0.5 PERCENT OF RESPECTIVE HEIGHT, WIDTH AND LENGTH DIMENSIONS. ADDITIONAL FIELD AND/OR SHOP TRIMMING AND CUTTING SHALL BE REQUIRED AS NECESSITATED BY THE GEOMETRY OF THE FILL BEING CONSTRUCTED. a.TYPE EPS29: PHYSICAL PROPERTIES WHEN TESTED IN ACCORDANCE WITH ASTM D 6817 SHALL BE: 1)DENSITY SHALL BE A MINIMUM OF 1.80 LB/FT3 (28.8 KG/M3), WHEN TESTED IN ACCORDANCE WITH ASTM D 1622. 2)COMPRESSIVE RESISTANCE AT 1 PERCENT DEFORMATION SHALL BE A MINIMUM OF 10.9 PSI (75 KPA) WHEN TESTED IN ACCORDANCE WITH ASTM D 1621. 3)FLEXURAL STRENGTH SHALL BE A MINIMUM OF 50.0 PSI (345 KPA) WHEN TESTED IN ACCORDANCE WITH ASTM C 203. 4)ELASTIC MODULUS SHALL BE A MINIMUM OF 1090 PSI (7500 KPA) WHEN TESTED IN ACCORDANCE WITH ASTM C 203. 5)OXYGEN INDEX SHALL HAVE A MINIMUM VOLUME OF 24.0 PERCENT WHEN TESTED IN ACCORDANCE WITH ASTM C 2863. 2.CONNECTORS: CONNECTORS SHALL BE GALVANIZED STEEL MULTI-BARBED CONNECTORS OR A URETHANE ADHESIVE AS RECOMMENDED BY THE MANUFACTURER. EACH CONNECTOR SHALL HAVE A LATERAL HOLDING STRENGTH OF AT LEAST 60 LBS (27.22 KG) WHEN TESTED WITH AN EPS15 GEOFOAM. STRUCTURAL FOAM NOTES 1.80 (28.8) 10.9 (75) 24.7 (170) 29.0 (200) 50.0 (345) 24.0 < 2% 60.6 (970) .05 .6 < 4.0 1090 (7500) TYPE - EPS 29 DENSITY (NOMICAL PCF) COMPRESSIVE RESISTANCE MIN. @ 1% DEFORMATION COMPRESSIVE RESISTANCE MIN. @ 5% DEFORMATION COMPRESSIVE STRENGTH (PSI, 10% DEFORMATION) FLEXURAL STRENGTH (MIN. PSI) OXYGEN INDEX, MIN. DIMENSIONAL STABILITY BUOYANCY FORCE POISSON’S RATIO COEFﬁCIENT OF FRICTION ABSORPTION ELASTIC MODULUS, MIN. 1.PLAN SHALL BE IN ACCORDANCE WITH 2018 CBC. 2.REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL BENDS SHALL BE SHARP. IBC 2018 SHALL BE USED AS A GUIDELINE. 3.REBAR PLACEMENT SHALL BE SUCH THAT THE DISTANCE FROM THE INSIDE GROUT FACE TO REBAR SHOULD BE A MIN. OF "TG" - 3 INCHES. 4.UP TO 2 INCH DIAMETER PIPE MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM PROVIDED A MINIMUM CLEARANCE EQUAL TO 0.75 TIMES THE NOMINAL MAXIMUM AGGREGATE SIZE (I.E., 1/4 INCH FOR SHOTCRETE) IS MAINTAINED BETWEEN THE PIPE AND ANY PARALLEL REINFORCEMENT PER IBC 2018. 5.IF METAL PIPING IS USED AND IS PLACED IN SHOTCRETE, IT SHALL BE WRAPPED WITH VISQUEEN OR HEAVY BROWN PAPER EXCEPT WHERE IT PASSES PERPENDICULARLY THROUGH THE SHOTCRETE. 6.CONCRETE CAN BE PLACED AGAINST SHOTCRETE AND STRUCTURAL FOAM. 7.ELECTRICAL SHALL BE SECURELY GROUNDED BEFORE APPLYING SHOTCRETE. 8.ALL STATE AND LOCAL LAWS AND CODES SHALL BE FOLLOWED. 9.POOL & SPA SHALL BE MAINTAINED FULL OF WATER EXCEPT DURING CHANGE OF WATER OR SIMILAR SHORT TERM MAINTENANCE ACTIVITIES. 10.SHOTCRETE SHALL BE EQUAL TO CEMEX (MIX CODE: 1559997) 4,000 PSI, 3 8" FLY ASH SHOTCRETE. 11.THE BEGINNER OF RECORD FOR THE VAULT STRUCTURE SUPPORTING THE POOL SHALL REVIEW THE STRUCTURAL DETAILS AND BASED ON THE POOL DESIGN AND DEPTH, CERTIFY THAT THE VAULT STRUCTURE WAS DESIGNED TO SUPPORT THE WEIGHT OF THE POOL & SPA WITHOUT DEFLECTION. 12.IF THE POOL & SPA ARE LOCATED SUCH THAT WATER LEAKAGE FROM THE THEM COULD DAMAGE UNDERLYING OR ADJACENT FACILITIES, A SECONDARY LEAKAGE CONTAINMENT AND DISPOSAL SYSTEM SHALL BE INCORPORATED AS PART OF THE POOL & SPA INSTALLATION. 13.PRIOR TO THE APPLICATION OF THE POOL & SPA WATERPROOFING FINISH SURFACE COATING, THE SHOTCRETE SHELL SHALL BE CLOSELY EXAMINED TO LOCATE ANY SHRINKAGE CRACKS. THE SHRINKAGE CRACKS SHALL BE INJECTED WITH HIGH PRESSURE EPOXY TO THE GREATEST DEPTH POSSIBLE. STRUCTURAL SHOTCRETE 1.SHOTCRETING SHALL CONFORM TO ALL REQUIREMENTS OF ”SPECIFICATIONS FOR MATERIALS, PROPORTIONS, AND APPLICATION OF SHOTCRETE” (ACI--506.2, LATEST EDITION). 2.PORTLAND CEMENT SHALL CONFORM TO ASTM C--150, TYPE I OR II, ALKALI CONTENT NOT TO EXCEED 0.6G WHEN §5 OR SMALLER BARS ARE USED, THERE SHALL BE A MINIMUM CLEARANCE BETWEEN PARALLEL. 3.REINFORCEMENT BARS OF 2 1/2” INCHES. WHEN BARS LARGER THAN §5 ARE USED, THERE SHALL BE A MINIMUM CLEARANCE BETWEEN PARALLEL BARS EQUAL TO 6 DIAMETERS OF THE BARS USED. WHEN T\Y0 CURTAINS OR STEEL ARE PROVIDED, THE CURTAIN NEAREST THE NOZZLE SHALL HA\/E A MINIMUM SPACING EQUAL TO 12 BAR DIAMETERS AND THE REMAINING CURTAIN SHALL HAVE A MINIMUM SPACING OF 6 BAR DIAMETERS. 4.LAP SPLICES IN REINFORCING BARS SHALL BE BY THE NON--CONTACT LAP SLICE METHOD WITH AT LEAST 2 INCHES CLEARANCE BETWEEN BARS. CONTACT LAP SPLICES MAY BE PERMITTED WHEN NECESSARY FOR THE SUPPORT OF THE REINFORCING PROVIDED IT CAN BE DEMONSTRATED BE MEANS OF PRE--CONSTRUCTION TESTING THAT ADEQUATE ENCASEMENT OF THE BARS AT THE SPLICE CAN BE ACHIEVED AND PROVIDED THAT THE SPICES ARE PLACED SO THAT A LINE THROUGH THE CENTER OF THE TWO SPLICED BARS IN PERPENDICULAR TO THE SURFACE OF THE SHOTCRETE WORK. 5.ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED PRIOR TO PLACING THE INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE USED AS AGGREGATE. 6.UNFINISHED W0RK SHALL NOT BE ALLOWED TO STAND FOR MORE THAN 30 MINUTES UNLESS ALL EDGES ARE SKIPPED T0 A THIN EDGE. BEFORE PLACING ADDITIONAL MATERIEL ADJACENT TO PREVIOUSLY APPLIED WORK, SLOPING AND SQUARE EDGES SHALL BE CLEANED AND WETTED. 7.IN PLACE SHOTCRETE WHICH EXHIBITS SAGS OR SLOUGHS, SEGREGATION, HONEYCOMBING, SAND POCKETS OR OTHER OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED. SHOTCRETE ABOVE SAGS AND SLOUGHS SHALL BE REMOVED AND REPLACED WHILE SILL PLASTIC. 8.DURING THE CURING PERIODS SPECIFIED HEREIN. 9.SHOTCRETE SHALL BE MAINTAINED ABOVE 40 DEGREE F AND IN MOIST CONDITION. 10.IN INITIAL CURING, SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR 24 HOURS AFTER PLACEMENT IS COMPLETE. 11.FINAL CURING SHALL CONTINUE FOR 7 DAYS AFTER SHOTCRETING FOR 3 DAYS IF HIGH EARLY STRENGTH CEMENT IS USED, OR UNTIL THE SPECIFIED STRENGTH IS OBTAINED. 12.FINAL CURING SHALL CONSIST OF A FOG SPRAY OR AN APPROVED MOISTURE RETAINING COVER OR MEMBRANE. 13.IN SECTIONS OF A DEPTH IN EXCESS OF 12 INCHES, FINAL CURING SHALL BE THE SAME AS THAT FOR INITIAL CURING. 14.STRENGTH TEST FOR SHOTCRETE SHALL BE MADE BY AN APPRO\/ED AGENCY ON SPECIMENS MICH ARE REPRESENTATIVE OF AND IN ACCORDANCE WITH THE IBC. 15.WHEN SHOTCRETE IS USED FOR STRUCTURAL MEMBERS, A SPECIAL INSPECTOR IS REQUIRED. THE SPECIAL INSPECTOR SHALL PROVIDE CONTINUOUS INSPECTION OF THE PLACEMENT OF THE REINFORCEMENT AND SHOTCRETINC AND SHALL SUBMIT A STATEMENT INDICATING COMPLIANCE RTH THE PLANS AND SPECIFICATIONS, NOTE: SUMMARY SPECIAL INSPECTION SUBMITTED TO BUILDING DEPT. 16.REFERENCE ibc 2018 TABLE 25.3.1—STANDARD HOOK GEOMETRY FOR DEVELOPMENT OF DEFORMED BARS IN TENSION COORDINATION ITEMS POOL ENCLOSURE DECK DESIGN DECK DRAINAGE BATHROOM DESIGN DECK LEVEL LIGHTING DECK CLEANING HYDRANTS DRINKING FOUNTAIN DECK LEVEL ACCESS CONTROL SHEET EQUIPMENT ROOM LIGHTING DECK LEVEL POWER PLAN FILTER WASTE HEATER GAS SUPPLY POOL FILL COLD WATER SUPPLY POOL LIFE SATETY PLAN EQUIPMENT ROOM FLOOR DRAIN 1.03 3714 - SHOTCRETE FOR POOLS. 2.07 1417 - COLD FLUID-APPLIED WATERPROOFING FOR POOLS. 3.09 3014 - CERAMIC TILING FOR SWIMMING POOLS. 4.09 9727 - CEMENTITIOUS COATINGS FOR POOLS. 5.13 1133 - ELEVATED SWIMMING POOLS ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE ADA AMERICAN WITH DISABILITIES ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY OF TESTING MATERIALS BTU BRITISH THERMAL UNIT CAS CHEMICAL ABSTRACT SERVICES CPVC CHLORINATED POLYVINYL CHLORIDE GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GPM GALLONS PER MINUTE Hz HERTZ LBS POUNDS MCEHC MARICOPA COUNTY ENVIRONMENTAL HEALTH CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NSF NATIONAL SANITATION FOUNDATION NTS NOT TO SCALE ORP OXIDATION REDUCTION POTENTIAL OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION pH POTENTIAL HYDROGEN PPM PARTS PER MILLION PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE SCH SCHEDULE SS STAINLESS STEEL UL UNDERWRITERS LABORATORIES INC. V VOLTS Jun 04, 2024 1/7/25 ? ? RH R1.A2.102 01 01 R1.A2.10401 01 R1.A3.101 ________________ R1.A3.102 ________________ R1.A3.105 R1.A3.106 ________________ R1.A2.158 01 3FT NO DIVING 6IN 1 0M MAIN DRAINS HANDRAIL DEPTH MARKERS WALL INLET LED LIGHT SUCTION FITTING WALL HYDRANT EMERGENCY SHUT-OFF 15 MIN. SPA JET TIMER POWER PANEL LOCATION OFFSET GFCI OUTLET JUNCTION BOX ADA LIFT & APPROACH JET FITTING WATER CONCRETE STRUCTURAL FOAM 3F T 6 I N 3F T 6 I N 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3F T 6 I N SYMBOL KEY VICINITY MAP Scale: 1/32" = 1' RESIDENTIAL BUILDING - LEVEL 7 - POOL & SPA (SITE PLAN)2 SYMBOL KEY Scale: 1:1 VIEW TITLE1 SECTION REFERENCE: DETAIL BLOCK REFERENCE: SHEET LOCATION: 1 SP001 1 SP001 DETAIL NUMBER REFERENCE NUMBER / SHEET NUMBER SECTION LETTER / SHEET NUMBER VEW DIRECTION WINDOW BOX BUILDING INFORMATION © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-002 POOL & SPA PLAN SITE PLAN SCOPE OF WORK 1 SP-101 PUMP ROOM LOCATION IN LEVEL BELOW PROJECT ADDRESS: 3RD & BROADWAY, SANTA ANA, CA92701 ZONE:TRANSIT ZONE DOWNTOWN (DT) TOTAL LOT SIZE: EXISTING: 1,41 ACRE / 61,437.5 SF PROPOSED: 1,41 ACRE / 61,437.5 SF APN:398-264-13 CONSTRUCTION TYPE: TYPE 1A, FULLY SPRINKLERED (NFPA 13) OCCUPANCY TYPE: (SEE LS SHEETS FOR OCCUPANCY TYPE AREA CALCULATIONS A3: ASSEMBLY -300 (MEETING ROOMS, RESTRAURANTS, ETC.) B:BUSINESS (SMALL CONFERENCE ROOMS, OFFICES, ETC.) R2: RESIDENTIAL S1: MODERATE HAZARD (STORAGE, ETC.) S2: LOW HAZARD (MECHANICAL, ELECTRICAL, ETC.) S3: ENCLOSED PARKING PROJECT DESCRIPTION NEW 16-STORY MIXED-USE BUILDING CONTAINING A TOTAL OF 152 MARKET RATE UNITS, 19 AFFORDABLE HOUSING UNITS, 8 LEVELS OF ABOVE GRADE PARKING, 1 LEVEL OF BELOW GRADE PARKING, GROUND FLOOR RETAIL AND AMENITIES THROUGHOUT. PROPERTY OWNER: CARIBOU INDUSTRIES 1103 N BROADWAY SANTA ANA, CA 92701 PHONE:(714) 543-9484FAX:(714) 543-9972 EMAIL: MFH@CARIBOUIND.COM Scale: 3/32" = 1' RESIDENTIAL BUILDING - LEVEL 6 - POOL & SPA EQUIPMENT ROOM (SITE PLAN)1 SCOPE OF WORK 1 SP-102 Jun 04, 2024 1/7/25 HANDRAIL NOTE: HANDRAIL IS CUSTOM DESIGN & PART # - CUT-SHEET IS FOR MANUFACTURER COORDINATION ONLY RAIL WEDGE ANCHOR ANCHOR ESCUTCHEONS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-003 LEVEL 7 - POOL & SPA CUTSHEETS BENCH & STEP EDGE TILE INTERIOR SURFACEGUTTER GRATING WATERLINE TILE RAIL POWDER COATING DECK DEPTH MARKERS FIELD TILE COLOR SELECTIONWATERLINE DEPTH MARKERS GUTTER EDGE STONE GUTTER STONE FINISH ADA LIFT REMOVEDC C Jun 04, 2024 1/7/25 JBOX ACCESS BOXUNDERWATER LIGHT NICHE LED POOL LIGHT LED SPA LIGHT LIGHT JUNCTION BOX LOW VOLTAGE TRANSFORMER © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-004 LEVEL 7 - POOL & SPA CUTSHEETS MAIN DRAIN AUTOFILLWALL INLET REMOVED CONCRETE PIPE SLEEVES 4" VGB SUCTION FITTING 4" FITTING BULKHEAD ADAPTOR SPA JETS REMOVED C C C C Jun 04, 2024 1/7/25 DECK SAFETY SIGNS (START-UP) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-005 LEVEL 7 - POOL & SPA CUTSHEETS BODY HOOK & 16FT. POLE RING BUOY, THROW LINE & RING HOLDER FIRST AID KIT WATER TESTING KIT HANDLES AND POLES WALL BRUSHESLEAF RAKE POLE HANGERS AED PACKAGES & CPR KIT PORTABLE VACUUMVACUUM HEAD VACUUM HOSE ASTM COVER SPEC ASTM COVER SPEC Jun 04, 2024 1/7/25 POOL SHELL WATERPROOFING SEAL WATERPROOFING GUTTER WATERPROOFING VAULT DRAINAGE COMPOSITE STRUCTURAL FOAM TILE GROUT SEALANT @ COPING BOND BREAK © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-006 LEVEL 7 - POOL & SPA CUTSHEETS PUMP VIBRATION ISOLATORS SLAB PENETRATION SEALVAULT DRAIN FITTING (BY OTHERS)PIPE HANGER ANCHOR EQUIPMENT ANCHORS SHOTCRETE MIX DESIGN (EXAMPLE) THIN SET Jun 04, 2024 1/7/25 BONDING CLAMPBONDING & ELECTRICAL WIRECONDUIT (SCH. 40/80 PVC)CONDUIT (METAL) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-007 LEVEL 7 - POOL & SPA CUTSHEETS FLEXIBLE CONDUIT PVC PRIMERSCH. 40 PVC FITTINGS SCH. 80 CPVC FITTINGS PVC CEMENTSCH. 80 PVC FITTINGS PIPE MOUNTS PIPE HANGER HARDWARECLEVIS PIPE HANGERS SUPPORT RACK HARDWARE SUPPORT RACK PIPE CLAMPS Jun 04, 2024 1/7/25 CIRCULATION FILTER GAS FIRED HEATER FLOW METER/CHECK VALVEBALL VALVE DIVERTER VALVES VACUUM/PRESURRE GAUGEBUTTERFLY VALVE SPA BOOSTER PUMPPOOL CIRCULATION PUMP © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-008 LEVEL 7 - POOL & SPA CUTSHEETS CHEMICAL PUMPS SUPPLEMENTAL SANITIZERCHEMICAL TANKS EZ POOL MIXING TANK EZ POOL MIXER CHEMICAL CONTROLLERCC C Jun 04, 2024 1/7/25 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-009 LEVEL 7 - POOL & SPA CUTSHEETS CHEMICAL CABINETACID SCRUBBER EYEWASH (BY OTHERS)RPZA (BY OTHERS)CONTROL SYSTEM SAFETY GOGGLES HALF-FACE RESPIRATORCHEMICAL GLOVES CHEMICAL APRON CARBON MONOXIDE DETECTOR SODIUM HYPOCHLORITE - MSDS MURIATIC - MSDS EZ POOL - GRANULES REVIVE PRO - LIQUID SODA ASH C Jun 04, 2024 1/7/25 3F T 6 I N 3F T 6 I N 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3F T 6 I N 44'-0" 14 ' - 0 " 12'-0"14'-0" 14 ' - 0 " I1.MAIN DRAINS: PARAMOUNT SDX CONCRETE, 10", WHITE, DRAIN GRATE, VGB COMPLIANT, RATED AS SUMP-LESS. WWW.1PARAMOUNT.COM. SEE: SHEET SP-501 DETAIL 10 (QTY. 6). I2.GUTTER SUCTION FITTING, VGB APPROVED; 4" AQUASTAR PRODUCT, MODEL #4HP103. BULKHEAD FITTING ADAPTER, 2" SLIP #420SI103, GRAY. SEE SHEET SP-501, DETAIL 13 (QTY. 10 - POOL) & (QTY. 8 - SPA) I3.WALL INLET: PENTAIR POOL PRODUCT. MODEL #08429, CYCOLAC "EYEBALL" INLET, WHITE. 40 GPM WITH EACH 1" ORIFICE. SEE: SHEET SP-501, DETAIL 14 (QTY. 10 - POOL) & 15 (QTY. 6 - SPA) I4.SPA JETS: WATERWAY PLASTICS. MODEL 2-1/2" STORM GUNITE JET #210-3710 (BODY) - WHITE. GUNITE POLY JET NICHE #425-5030 - WHITE, JET NOZZLE - DIRECTIONAL #212-8050G, 2 INCH WATER, 1-1/2 INCH AIR, SEE: SHEET SP-501, DETAIL 16. (QTY. 10) I5.POOL LIGHT NICHE; PENTAIR POOL PRODUCT. MODEL #79206700, LARGE, PLASTIC. CONCRETE. REAR HUB, SEE: SHEET SP-502, DETAIL 1. (QTY. 2) I6.SPA LIGHT NICHE; PENTAIR POOL PRODUCT. MODEL #79206600, SMALL, PLASTIC. REAR HUB, SEE: SHEET SP-502, DETAIL 2. (QTY. 1) I7.AUTO FILL POOL: WATTS, 1000 SERIES, 1", HEAVY DUTY, SHEET SP-502, DETAIL 13. (QTY. 2) IMBEDSI DESIGN ELEMENTSDE DECK EQUIPMENTD E ELECTRICAL E1.LIGHT-POOL: PENTAIR POOL PRODUCT, MODEL #601206, INTELLIBRITE 5G LED, 300 WATT EQUIVALENT, 12V. 100FT. CORD, 12V. 100FT. CORD, COORDINATE J-BOX AND TRANSFORMER LOCATIONS BEFORE THIS WORK IS STARTED. SEE: SHEET SP-502 DETAIL 1 (QTY. 2) E2.LIGHT-SPA; PENTAIR POOL PRODUCT, MODEL #640083, INTELLIBRITE 5G LED, 100 WATT EQUIVALENT, 12V. 100FT. CORD, SEE ABOVE FOR COORDINATION NOTES FOR J-BOX, TRANSFORMER, . SEE: SHEET SP-502 DETAIL 2 (QTY. 1) E3. JUNCTION BOX & TRANSFORMER(LIGHTS): INTERMATIC. MODEL #PJB4175, CONNECTION UP TO 4 POOL LIGHTS. LIGHTS. EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO J-BOX WITH 3/4 INCH MINIMUM PVC CONDUIT. LOW VOLTAGE TRANSFORMER PENTAIR. MODEL PS300, 120V, 3.0AMP, 300 WATT MAX OUTPUT STEP-DOWN TO 12VOLTS. SEE: SHEET SP-502, DETAIL 3 (QTY. 1 EACH) E4.15-MINUTE TIMER - SPA: INCLUDED WITH INTELLICENTER. SEE: SHEET SP-502, DETAIL 4. (QTY. 1) E5.EMERGENCY POWER-OFF SWITCH. SHUTS OFF POWER IN AN EMERGENCY TO ALL PUMPS. INCLUDED WITH INTELLICENTER. SEE: SHEET SP-502, DETAIL 4. (QTY. 1) E6.BONDING: PER NEC SEE: SHEET SP-502, DETAIL 8 & ELECTRICAL PLANS. D1.POOL STEP ENTRY HANDRAIL: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .109 INCH WALL THICKNESS AND 304 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET SP-501, DETAIL 5 (QTY. 2) D2.SPA STEP ENTRY HANDRAILS: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .109 INCH WALL THICKNESS AND 304 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET SP-501, DETAIL 6 (QTY. 2) D3.RAIL ANCHOR; SR SMITH PRODUCTS. MODEL #AS-100P, 4-BRONZE, 1.90. I.D.W/ EP-100F ESCUTCHEON, SEE: SHEET SP-502, DETAIL 5 & 6. (QTY. 8) D4.ADA ACCESS LIFT- POOL & SPA; SPECTRUM PRODUCTS, MOTION TREK BP300 PORTABLE. INCLUDE STABILIZER ARM ANCHOR KIT, PART #165600. LOCK DOWN ANCHOR KIT ENABLES LIFT TO BE ADA-COMPLIANT 300 LB. CAPACITY, PLASTIC SEE: SHEET SP-501, DETAIL 7 (POOL) & 8 (SPA) NOTE: PROVIDE PROVIDE GRAY PLASTIC FURNITURE. (QTY. 1 - POOL, 1 - SPA) D5. DECK LEVEL SAFETY SIGNS AND DECK LEVEL EQUIPMENT SEE: SHEET SP-504, DETAIL 5 & 6. SAFETY EQUIPMENT; PRODUCT OF RECREONICS: SEE: SHEET SP-504, 1.SHEPHERDS CROOKS WITH 16 FT POLE - #12-237 QTY. 1 2.RING BUOY 24 -INCH, WHITE - #12-252 QTY. 2 3.STAINLESS STEEL HOLDER FOR RING BUOY - #12-259 QTY. 2 4.RING BUOY 30 FOOT THROW LINE - #12-260 QTY. 2 5.FIRST AID KIT (OSHA) - #12-50 QTY. 1 6.BACKBOARD PACKAGE - #12-309 QTY. 1 7.BLOOD BORN PATHOGENS KIT - #12041 8.AED PACKAGE - ZOLL AED PLUS - #12-430 9.AMBU DISPOSABLE RESUSCITATOR - # 12-468 & 12-469 10.LIFE GUARD CHAIR - SR SMITH 42" SENTRY W/ WHEEL KIT & UMBRELLA D6. CLEANING EQUIPMENT; PRODUCT OF RECREONICS: 1. VACUUM HOSE - #10-401 25. HOSE HANGER - #10-358 2. VACUUM HEAD - #10-201 26. HANDLES AND POLES - #10-333 3. LEAF RAKE - 10-124 27. WALL BRUSHES - #10-136 DE1.GUTTER COPING STONE: GRANITE PAVERS, 2" FLAMED, CUT TO FIT, SINGLE BULL-NOSE COPING, EACH COPING STONE SHALL BE CUT TO FIT THE GUTTER GRATING, COORDINATE WITH LANDSCAPE FOR BEST MODEL TO MATCH SURROUNDING DECK SUBMIT COLOR TO OWNER & ARCHITECT, SEE: SP-501 DETAIL 1, 2, 3, & 4. DE2.GUTTER GRATE: DALDORADO; 12" PVC, STONE SUPPORT SYSTEM #DALLUX-STS-03-12, WHITE, 3 SLOT, SEE: SHEET SP-501 DETAIL 3. DE3.DECK DEPTH MARKER: CUSTOM, FT & IN, SANDBLAST 4" NUMBER INTO DECK, SKID RESISTANT (EPOXY PAINT BLACK OR WHITE LETTERS/NUMBERS - DEPENDING ON COPING COLOR SELECTION) PROVIDE MARKERS AT EVERY 1 FOOT IN DEPTH OR ONE MARKER FOR EVERY 25'. SEE: SHEET SP-502 DETAIL 9, 10 & 11 (QTY. PER PLAN). DE4. DECK INTL. NO DIVING SYMBOL & DECK INTL. HANDICAP SYMBOL: CUSTOM, SANDBLAST SYMBOL INTO DECK, SKID RESISTANT (RED-NO SYMBOL, BLACK-NO DIVING). SEE: SP-502 DETAIL 9, 10 & 11. DE5. WATERLINE DEPTH MARKER: INLAYS INC. CUSTOM, WATER JET CUT INTO 6"X6" WATERLINE TILE (MASTER TILE - KEY WEST - CRZ KEY SIL 6). SP-502 DETAIL 11. DE6.WATERLINE TILE: 6"X6", MASTERTILE - KEY WEST SERIES - CRZ KEY SIL 6 - FROST PROOF, GLAZED,(QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 25 L.F. OF TILE. SP-502 DETAIL 11. DE7.SAFETY EDGE TILE: DALTILE; KEYNOTE SERIES, 2"X2", COLOR: CASTLEROCK # D618, NON-SKID FINISH, (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 15 L.F. OF TILE, SEE: SP-502 DETAIL 12. DE8.INTERIOR FINISH: PEBBLE FINA® CLASSICO. WATERPROOFING MATERIAL "CPSP" MUST BE DRY PRIOR TO INTERIOR FINISH APPLICATION. (QTY. INTERIOR AREA) SEE: SHEET SP-502, DETAIL 15 INTERIOR SURFACE SPECS ON COVER SHEET. DE9.BOND BREAK AND DECK JOINT SEALANT: 1/2" X 6" POLY FOAM BOND BREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SILAFLEX DECK SEALANT, 15LM, ALUMINUM GRAY. SEE: SHEET SP-501, DETAIL 15 ST1.POOL & SPA SHELL: #4 REBAR 8" OCEW. GRADE 40 W/ 7" MIN. FLOOR THICKNESS, 4000 PSI SHOTCRETE MIN., SURFACE COVERING - WHITE PLASTER (PEEBLE FINA) W/ CONTRASTING STEP EDGE ST2.GUTTER WATERPROOFING: XYPEX. CRYSTALLINE WATER-PROOFING SYSTEM APPLIED TO GUTTER AFTER SHOTCRETE HAS CURED. PROVIDE TWO COATS PER INSTALLATION INSTRUCTION. WWW.XYPEX.COM. SEE: SHEET SP-502 DETAIL 15. ST3.SHELL WATERPROOFING: PRODUCT OF AQURON CORPORATION. PRODUCT: CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED AND PRIOR TO INTERIOR POOL FINISH. WWW.AQURON.COM. SEE: SHEET SP-502, DETAIL 15. (QTY. INTERIOR) ST4. STRUCTURAL FOAM; PRODUCT OF INSULFOAM, A CARLISLE COMPANY. MODEL TYPE #EPS29, SEE: SHEET SP-502, DETAIL 15. ST5.DRAINAGE COMPOSITE; PRODUCT OF JDR ENTERPRISES. MODEL "J-DRAIN 990". SUB-DRAINAGE SYSTEM. INSTALLED BY OTHERS, SEE: SHEET SP-502, DETAIL 16. ST6. VAULT DRAIN (BY OTHERS): MIFAB; P/N #F1000, FLOOR DRAIN WITH HEAVY DUTY STRAINER, 2" ,OR EQUAL, SEE: SHEET SP-502, DETAIL 16. STRUCTURAL ELEMENTSST Scale: 1/4" = 1' POOL & SPA - 7TH FLOOR - DIMENSION & KEYNOTE (PLAN)1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-101 POOL & SPA PLAN PLAN NOTES: 1.POOL LIFTS, SLOPE ENTRIES, TRANSFER WALLS, TRANSFER SYSTEM, AND POOL STAIR SHALL COMPLY WITH CBC 2019 CHAPTER 11B DIVISION 10 SECTION 1009. 2.PROVIDE WATER DEPTH MARKERS AND LOCATION, AND DECORATIVE DESIGNS PER CBC. 2019 SECTION 3110B.4. 3.POOL STAIRS SHALL COMPLY WITH CBC 2019 SECTION 3111B.3 COMPLY WITH CBC 2019 SECTION 3108B FOR POOL CONSTRUCTION 4.PROVIDE HOSE BIBBS PER CBC 2019 SECTION 3118B. 5.POOL DECK SLOPE PER CBC 2019 SECTION 3114B.3. 6.POOL AND SPA, AND THE POOL DECK AREA SANITARY FACILITIES (TOILETS, LAVATORIES, SHOWER) SERVING THE POOL AREA SHALL COMPLY WITH CBC 2019 SECTION 3116B. 7.ENCLOSURE FOR THE POOL AREA AND GATES PER 3119B. 8.COMPLY WITH CBC 2019 SECTION 3109B FOR GEOMETRY AND SLOPE. 9.THE FINISH COLOR SHALL BE WHITE EXCEPT FOR THE FOLLOWING WHICH SHALL BE CONTRASTING COLOR (CBC 3108B.3) a.THE EDGE OF POOL STEPS; b.TILES INSTALLED AT THE WATERLINE 9.NIGHTTIME USE. POOLS USED AT NIGHT SHALL BE EQUIPPED WITH UNDERWATER LIGHT FIXTURES THAT WILL PROVIDE COMPLETE ILLUMINATION TO ALL UNDERWATER AREAS OF THE POOL WITH NO BLIND SPOTS. 10.DECK AREA LIGHTING. WHERE THE POOL IS TO BE USED AT NIGHT, POOL DECK AREAS SHALL BE PROVIDED WITH LIGHTING SO THAT PERSONS WALKING ON THE DECK CAN IDENTIFY HAZARDS. LIGHTING FIXTURES SHALL BE AIMED TOWARDS THE DECK AREA AND AWAY FROM THE POOL SURFACE INSOFAR AS PRACTICAL. I2 DE3 I3 I1 E1 D4 D3D1 D4 I5 DE1 D3D2 DE2 DE4 DE7 DE5 DE6 DE9 I4 I1 I6E2 I2 I3 DE3 DE4 DE7DE8 DE1 DE2 DE5 DE6 I7 I7 D5 E4 E5 E3 C Jun 04, 2024 1/7/25 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-102 POOL & SPA EQUIPMENT PLAN S CIRCULATION EQUIPMENTC SANITATION EQUIPMENT NOTE: PUMP VIBRATION ISOLATORS: SEE: SP-504 DETAIL 1. (QTY. 1 PER PUMP) C1.CIRCULATION PUMP - POOL (P-1): PENTAIR POOL PRODUCT. MODEL: WHISPERFLOXF VS, #022035, 5 HP,THREE PHASE, 208V, 13 AMPS, (QTY. 1). C2.CIRCULATION PUMP - SPA (P-2): PENTAIR POOL PRODUCT. MODEL: WHISPERFLOXF VS, #022035, 5 HP, THREE PHASE, 208V, 13 AMPS. (QTY. 1) C3.CIRCULATION FILTERS - POOL: PENTAIR POOL PRODUCT. MODEL: TRITON SAND, 4.9 SQFT, TR100C, #140315, (QTY. 1) SEE: SP-504 DETAIL 2 C4.CIRCULATION FILTERS - SPA: PENTAIR POOL PRODUCT. MODEL: TRITON SAND, 7.0 SQFT, TR140C, #140316, (QTY. 1)* FILTER MOUNTING ANCHORS, SEE: SHEET SP-504 DETAIL 2, BACKWASH VALVE, FULL FLOW XF MODEL #263010, (QTY. 1) C5. HEATER - POOL & SPA: PENTAIR POOL PRODUCT - GAS FIRED MODEL ETi 400 #46113, INPUT RATING OF 400,000 BTU/HR, NATURAL GAS. 120V, 4.0 AMPS, WATER CONNECTION: 2-INCH NPT, GAS: 3/4-INCH NPT. SEE: SHEET SP-503, DETAIL 5, 11, 12, 16 (QTY. 2) C6.BOOSTER PUMP - SPA (P-3): PENTAIR POOL PRODUCT. MODEL: WHISPERFLOXF VS, #022035, 5 HP, 208V, 13 AMPS. (QTY. 1). S1.CHEMISTRY CONTROLLER - POOL & SPA: PENTAIR; COMMERCIAL INTELLICHEM, #521357. SEE: SHEET SP-503, DETAIL 1. (QTY. 2) S2.SECONDARY SANITIZER; API: E-Z POOL PRO & REVIVE PRO: CONTRACTOR TO SUPPLY THE FOLLOWING: 20 LB. EZP20 WITH 30 GALLON CHEMICAL TANK AND CHEMICAL FEED PUMP (E), WITH FLANGED MOUNT MIXER PN# 42821. (QTY. 1 EACH) CONTACT DAVE STUART (DAVES@APIWATER.COM) PH: 561 339 4192. SEE: SHEET SP-503, DETAIL 4. (QTY. 2) S3.CHLORINE & PH ACID CONTROL PUMPS: PRODUCT OF STENNER PUMP COMPANY. MODEL #45MPH10, UP TO 10 GALLONS PER DAY. SEE: SP-503 DETAIL 2 & 3 (QTY. 2 - 1 BACKUP) S4.FEED TANKS: PRODUCT OF ASSMANN, MODEL #IMT 20, 20 GALLON, DOUBLE WALL, CLOSED TOP, 40 CFR-264.193. SEE: SP-503, DETAIL 2 & 3 (QTY. 2) S5. CHEMICAL SEPARATION WALL: CONSTRUCTED WITH FIRE RESISTANT MATERIALS PER DETAIL COORDINATE FINAL SIZE IN EQUIPMENT ROOM, SEE SHEET SP-503, DETAIL 6. S6.EYEWASH STATION: HAWS, MODEL# 7460 OR EQUAL PER MEP.SEE SHEET SP-504, DETAIL 12. S7. FILTER BACKWASH RISER: CONNECTION TO SEWER PROVIDED BY MEP, PROVIDE 6" MIN. AIR GAP, SEE: SHEET SP-503, DETAIL 9. V1.PRESSURE-VACUUM GAUGES: PRODUCT OF SUPER PRO. MODEL #SPG-06-1001 (PRESSURE) & SPG-06-1008 (PRESSURE) INDUSTRIAL GAUGE WITH 2" DIAL, 316 S.S CASE, GLYCERIN FILLED. RANGE OF 0-60 PSI FOR PRESSURE, AND 0-30 INCHES OF MERCURY FOR VACUUM.SEE: SHEET SP-503, DETAIL 15 (QTY. 6) V2.DIVERTER VALVES: PENTAIR. 2.5-INCH TO 3-INCH, 2-PORT AND 2.5" TO 3", 3-PORT. MAX PRESSURE OF 50 PSI. (QTY. PER PLAN) V3.FLOW METER/CHECK VALVE: PRODUCT OF H2FLOW. MODEL #FLOWVIS. (QTY. 2) SEE: SHEET SP-503 DETAIL 8. V4.BALL VALVES: ASAHI. MODEL TYPE: TRUE UNION, 1-INCH TO 3-INCH, WITH VITON SEALS AND TEFLON SEATS. (QTY. AS NEEDED) V5.BACK-FLOW PREVENTER: RPZ COORDINATED ITEM PROVIDED BY MEP. ONE FOR EACH AUTO FILL SYSTEM, SEE: SHEET SP-503, DETAIL 8 (QTY. 2) VALVES & GAUGESV E1.INTELLICENTER CONTROL: POWER CENTER - #522042, i10D PERSONALITY KIT - #521915, ESO BUTTON WITH ALARM - #ESO2, SPA BUTTON - #RCS1, #MODESO ESO PCB. (QTY. 1) E2.HEATER EM. OFF SWITCH:COORDINATE FINAL LOCATION NEAR DOOR AS REQUIRED BY THE CMC, SEE HEATER NOTES ON SP-503, DETAIL 5 (QTY. 1) ELECTRICALE PIPE ELEMENTSPE PE1. PIPE MOUNTING: STAINLESS STEEL UNI-STRUT WITH 1/2" S.S. NUT AND SQUARE WASHERS. SEE: SHEET SP-503, DETAIL 1 & 2. [NOT SHOWN] PE2. VAULT PENETRATION SEAL: LINK SEAL; COORDINATE PENETRATION SIZE IN VAULT WITH SEAL TYPE, SEE: SHEET SP-503, DETAIL 3. [NOT SHOWN] PE3. FLOOR PENETRATION SEAL: FIRE RATED PER FLOOR REQUIREMENTS COORDINATE, SEE: SHEET SP-505 DETAIL 1. [NOT SHOWN] Scale: 1/2" = 1' POOL & SPA PUMP ROOM - 6TH FLOOR - (ENLARGED PLAN)1 CHEMICAL EQUIPMENT: CE1. POOL EQUIPMENT ROOM SIGNS & SAFETY EQUIPMENT [NOT SHOWN] POOL CHEMICAL SIGNS; PRODUCT OF COMPLIANCY SIGNS: DANGER - AUTHORIZED PERSONNEL ONLY - #CUSTOM DANGER - HAZARDOUS POOL CHEMICALS - #ODE-7756 704 SIGN - SODIUM HYPOCHLORITE (NAOCL) W/ CAS# - 7681-52-9 704 SIGN - MURIATIC ACID ONLY (HCL) W/ CAS# - 7647-01-0 CE2. EQUIPMENT ROOM SAFETY EQUIPMENT [NOT SHOWN] RESPIRATOR MASK: U-LINE, 3M HALF-FACE MASK - #H-1081 SAFETY GLASSES: OTG, CLEAR - #S-17940 NEOPRENE CHEMICAL RESISTANT APRON: U-LINE - #S-18815 NEOPRENE CHEMICAL RESISTANT GLOVES: ULINE - #S-11434 TESTING KIT; RECREONICS #56-192. TAYLOR COMPLETE 2005 CE EQUIPMENT NOTES: 1.THE EQUIPMENT SHALL BE SET ON A 6" MIN. CONCRETE HOUSE-KEEPING PAD THAT POSITIVELY SLOPES TOWARD THE FLOOR DRAINAGE SYSTEM, PAD INSTALLED BY OTHERS. 2.THE EYE-WASH STATION IS FOR COORDINATION ONLY, INSTALLED AND PROVIDED BY OTHERS. 3.THE HEATER SHALL BE PROVIDED WITH A SYSTEM THAT DETECTS AND MONITORS CARBON MONOXIDE IN THE EQUIPMENT ROOM, PROVIDED AND INSTALLED BY OTHERS. 4.ADDITIONAL ITEMS INSTALLED BY OTHERS: CHEMICAL WALL, BACKWASH STANDPIPE, BACK-FLOW DEVICE, HEATER VENTING, HEATER PRESSURE RELIEF DRAIN AND ROUTING. FLOOR DRAIN, CO ALARM. 5.EQUIPMENT 3D ISOMETRIC IS FOR DIAGRAM ONLY. INSTALL MAY VARY UPON FINAL SITE CONDITIONS. 6.G.C. TO PROVIDE GFCI PROTECTED 110V OUTLETS IN POOL EQUIPMENT AREA FOR GENERAL MAINTENANCE USE . 7.ACCESSIBILITY. ALL FILTERS, VALVES, PUMPS, STRAINERS AND EQUIPMENT REQUIRING ADJUSTMENT SHALL BE READILY ACCESSIBLE FOR REPAIR AND REPLACEMENT. 8.RECIRCULATION PIPING SYSTEM AND COMPONENTS - PIPING SYSTEMS, INCLUDING ALL PARTS AND FITTINGS OTHER THAN INLET DEVICES OR VENTURI THROATS, SHALL BE SIZED SO THAT THE FLOW VELOCITY SHALL NOT EXCEED 10 FEET PER SECOND, EXCEPTING THAT THE FLOW VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND IN ANY COPPER PIPING OR IN ANY PUMP SUCTION PIPING. 9.PROVIDE LABELING FOR CHEMICAL LINES, EVERY CHANGE OF DIRECTION, PENETRATION AND 20' LABEL WITH CHEMICAL MANE AND DIRECTION OF FLOW. 10.PROVIDE ONE 704 PLACARD ON ENTRY DOOR OF POOL EQUIPMENT ROOM TO INCLUDE CHEMICALS IN ROOM. 11.CHEMICAL CONTAINERS TO BE LABELED WITH PROPER CHEMICAL NAME AND CONCENTRATION. Scale: NTS POOL & SPA PUMP ROOM - 6TH FLOOR - EQUIPMENT ISO3 Scale: NTS POOL & SPA PUMP ROOM - 6TH FLOOR - EQUIPMENT ISO2 HEATER VENTING/INTAKE BY OTHERS C4 C3 C3 C2 C1 C6 C4 C6 C2 C1 C5 C5 HEATER VENTING/INTAKE BY OTHERS S1 S1 S7 V5 S5 S5 S6 S6 S2 C5 C5 S3 S3 S2 V5 V1 V3 E2 E1 S5 FLOOR DRAIN BY OTHERS FLOOR SINK BY OTHERS ELECTRICAL PANEL & 3FT SETBACK C Jun 04, 2024 1/7/25 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-103 POOL & SPA PLUMBING PLAN POOL CIRCULATION SYSTEM - SCH. 80 PVC - 75 GPM PP1.MAIN DRAIN CIRCULATION SUCTION TRUNK : 212" - 75 GPM - 100% MAX. FLOW @ 5.7 FPS < 6 FPS PP2.GUTTER CIRCULATION SUCTION TRUNK: 212" - 75 GPM - 100% MAX. FLOW @ 5.7 FPS < 6.0 FPS PP3.GUTTER SUCTION LOOP: 2" - 37.5 GPM - 50% MAX. FLOW @ 4.4 FPS < 6.0 FPS PP4.CIRCULATION INLET TRUNK: 212" - 75 GPM - 100% MAX. FLOW @ 5.7 FPS < 8.0 FPS PP5.CIRCULATION INLET LOOP: 2" - 37.5 GPM - 50% MAX. FLOW @ 4.4 FPS < 8.0 FPS SPA CIRCULATION SYSTEM - SCH. 80 PVC - 150 GPM SP1.MAIN DRAIN CIRCULATION SUCTION TRUNK : 4" - 150 GPM - 100% MAX. FLOW @ 4.2 FPS < 6.0 FPS SP2.GUTTER CIRCULATION SUCTION TRUNK: 4" - 150 GPM - 100% MAX. FLOW @ 4.2 FPS < 6.0 FPS SP3.GUTTER CIRCULATION LOOP: 2 12" - 75 GPM - 50% MAX. FLOW @ 5.7 FPS < 6.0 FPS SP4.CIRCULATION INLET TRUNK: 3" - 150 GPM - 100% MAX. FLOW @ 7.3 FPS < 8.0 FPS SP5.CIRCULATION INLET LOOP: 2 12" - 75 GPM - 50% MAX. FLOW @ 5.7 FPS < 8.0 FPS SPA BOOSTER SYSTEM - SCH. 80 PVC - 150 GPM SP6.MAIN DRAIN BOOSTER SUCTION TRUNK : 4" - 150 GPM - 100% MAX. FLOW @ 4.2 FPS < 6.0 FPS SP7.SPA BOOSTER INLET TRUNK: 3" - 150 GPM - 100% MAX. FLOW @ 7.3 FPS < 8.0 FPS SP8.SPA BOOSTER INLET LOOP: 2 12" - 75 GPM - 50% MAX. FLOW @ 5.7 FPS < 8.0 FPS SP9.SPA AIRLINE LOOP : 112" - SEE: SHEET SP-502 DETAIL 16 PLUMBING AND CONDUITS LP1.LIGHT CONDUIT (QTY. 3): 1" MIN. - PVC - SEE: SHEET SP-502 DETAIL 3 LP2.1" COLD WATER SUPPLY: ONE PER POOL AND SPA (SEPARATE LINE) Scale: 1/4" = 1' POOL & SPA - 7TH FLOOR - (PLUMBING PLAN)1 PP3PP5 PP2PP1 PP4 SP6SP2 SP7SP1SP4 SP3SP9SP5SP8 AIRLINE TRUNK, RISER LOCATED IN PLANTER C Jun 04, 2024 1/7/25 11'-0"2'-0"2'-0" 3' - 6 " 1'-6"1'-6" RK 6" LEVEL 07 WEST (72'-6") 5' - 0 " STRUCTURAL SLAB BY OTHERS SEE STRUCTURAL SHEETS1/2" DRAINAGE MAT WATERLINE EPS-29 STRUCTURAL FOAM MINIMUM REINFORCEMENT DESIGN - WALL AND FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER SHOTCRETE f'c = 4,000 PSI MIN. Fy = 40,000 PSI VAULT DRAIN BY OTHERS 3' - 6 " 3' - 6 " 14'-0"12'-0" R13 R12 R11 44'-0"2'-0"2'-0" LEVEL 07 WEST (72'-6") STRUCTURAL SLAB BY OTHERS SEE STRUCTURAL SHEETS 1/2" DRAINAGE MAT WATERLINE EPS-29 STRUCTURAL FOAM MINIMUM REINFORCEMENT DESIGN - WALL AND FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER SHOTCRETE f'c = 4,000 PSI MIN. Fy = 40,000 PSI VAULT DRAIN BY OTHERS EPS-29 STRUCTURAL FOAM VAULT DRAIN BY OTHERSMINIMUM REINFORCEMENT DESIGN - WALL AND FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER WATERLINE 5' - 0 " 3' - 6 " RK LEVEL 07 WEST (72'-6") STRUCTURAL SLAB BY OTHERS SEE STRUCTURAL SHEETS1/2" DRAINAGE MAT WATERLINE EPS-29 STRUCTURAL FOAM MINIMUM REINFORCEMENT DESIGN - WALL AND FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER SHOTCRETE f'c = 4,000 PSI MIN. Fy = 40,000 PSI VAULT DRAIN BY OTHERS 14'-0"2'-0"2'-0" 6" 5' - 0 " Scale: 1/2" = 1FT. SPA LENGTH (SECTION)2 Scale: 3/8" = 1FT. POOL & SPA WIDTH (SECTION)1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-301 POOL & SPA SECTIONS Scale: 1/2" = 1FT. POOL LENGTH (SECTION)3 C Jun 04, 2024 1/7/25 CUT BACK SHOTCRETE FLUSH MOUNT WITH HIGH STRENGTH, NON-FERROUS, NON-SHRINK GROUT APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BEFORE GROUT 2" CONNECTION WATERLINE TILE 1/2" INTERIOR FINISH PER KEYNOTE REBAR PER SECTIONS WATERLINE SURGE CALC 9" OF SURGE (.75FT*7.5*SF OF GUTTER) = 270 GAL MIN. (SF OF GUTTER) = 196 GAL 612"10"7" 9" 8" 1' - 5 12" SURGE 1'-1112"FINISH DECK COATING & WATERPROOFING, SEE ARCH SHEETS FOR DECK DESIGN 2" SUPPLY LOOP 1-1/2" AIRLINEJET FITTING PER KEYNOTE GUNITE POLY JET NICHE CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH MOUNTING OF FITTING, APPLY A RING OF AQUA BOND UW-5000 BEFORE FILLING VOID WITH HIGH-STRENGTH, NON-FERROUS, NON-SHRINK GROUT 10 " C O O R D I N A T E W I T H B E N C H GUTTER SUCTION OUTLET COVER GRATE BY AQUASTAR PLAN VIEW 188 G.P.M. (FLOOR) 1.396 FEET PER SECOND AT THE MAXIMUM (188 GPM) FLOW RATING. MAIN DRAIN COMPLIES WITH NSF 50, VGB 2008 COMPLIANT. ANSI/APSP- 16 2011, IAPMO TESTED AND CERTIFIED; A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) ACCREDITED BY ANSI, USPC (UNIFORM SWIMMING POOL, SPA AND HOT TUB CODE) COMPLIANT, IRC (INTERNATIONAL RESIDENTIAL CODE), SECTION 106.2 SUCTIONTTINGS – COMPLIANT 10" ROUND MAIN DRAIN SUCTION COVER GRATE BY SDX (SDX2) PLAN VIEW 56 G.P.M. (FLOOR) 5.2 SQ.IN. OPENING - VELOCITY @ 56GPM = 3.5FPS MAIN DRAIN COMPLIES WITH NSF 50/ASME/ANSI A112.19.8-20011 AND ASTM G154 UV TESTING V.G.B. 2008 COMPLIANT 4" ROUND SUCTION PIPING SHALL MEET THE FOLLOWING: ANSI/APSP-7 (2013) STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS, AND CATCH BASINS 2-1/2" SUCTION TRUNK, SEE: PLUMBING PLAN SUCTION BRANCHES (2-1/2") PLUMBING MAX 2-1/2" CONNECTION TO SDX2 MAIN DRAIN 36" MI N . B E T W E E N A L L D R A I N S NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES. EYEBALL INLET FITTING WITH 1" ORIFICE, PLACE IN WALL FOR THE POOL & SPA BENCH, SEE: SHEET SP-101 FOR LOCATIONS INSTALLATION OF FITTING SHALL BE FLUSH HORIZONTALLY AND VERTICALLY TO INTERIOR FINISH APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BEFORE GROUT. 1-1/2" PVC FROM LOOP TO INLET SEE: PIPING PLAN FOR WALL INLET LOOP SIZE CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH MOUNTING OF WALL INLET FITTING FILL CUT OUT WITH HIGH-STRENGTH NONFERROUS, NON-SHRINK GROUT 1'-2"1'-0" 10 58" TY P . 2'-6" 5'-2" 2' - 1 0 " 6" WATERLINE RAIL PER KEYNOTE RAIL ANCHOR STEP ANCHOR 3' - 6 " 1'-2"1'-0" 10 5 8" TY P . 2'-6" 5'-2" 2' - 1 0 " 6" WATERLINE RAIL PER KEYNOTE RAIL ANCHOR STEP ANCHOR 3' - 6 " 612"10"7" 9" 8" 1'-1112" WATERLINE TILE 1/2" INTERIOR FINISH PER KEYNOTE 1' - 8 12" REBAR PER SECTIONS WATERLINE SURGE CALC 12" OF SURGE (1FT*7.5*SF OF GUTTER) = 698 GAL MIN. (SF OF POOL) = 616 GAL SURGE FINISH DECK COATING & WATERPROOFING, SEE ARCH SHEETS FOR DECK DESIGN VIBRATE SHOTCRETE AT MAIN DRAIN AND PIPING FOR FULL ENCAPSULATION MAIN DRAIN PER KEYNOTE 10 " SUCTION LINE PER PLUMBING PLAN CENTER DRAIN OVER PIPE RISER FOR FULL FLOW REQUIREMENT 1" MIN. STRUCTURAL FOAM OVER DRAINAGE MATE @ DEEP POINT 12" DRAINAGE MAT AND WATER PROOF LAYER. SEE PROJECT WATERPROOFING DRAWING NOTE: PROVIDE 2" MINIMUM SHOTCRETE COVERAGE OVER REBAR AT MAIN DRAIN LOCATIONS. PROVIDE DIMENSIONED SCALED SHOP DRAWING OF THIS LOCATION TO STRUCTURAL ENGINEER FOR APPROVAL BEFORE SHOTCRETE PHASE. 3' MINIMUM PLAN VIEW 10" ROUND 10" ROUND NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES 9" M I N . EYEBALL INLET FITTING WITH 1" ORIFICE, (SEE: PLAN VIEW FOR LOCATIONS) SPA BENCH 1-1/2" STUB APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BEFORE GROUT. SEE: PIPING PLAN FOR WALL INLET LOOP SIZE 3' - 6 " WATERLINE LIFT NOTES: 1.ADA COMPLIANT 2.CALIFORNIA BUILDING CODE COMPLIANT 3.WATER-PROOF REMOTE OPERATED HANDSET 4.MAX 2% DECK SIDE SLOPE FOR APPROACH. 5.POOL CONTRACTOR SHALL PROVIDE ONE (1) ADDITIONAL BATTERY FOR EACH LIFT. SUPPLY TO OWNER AT STARTUP PHASE. 6. SEE: ADA LIFT CUT SHEETS 7. BOND ALL ANCHORS PER N.E.C. 8. REMOVE FOOTREST ON POOL LIFT. 3' - 6 " WATERLINE LIFT NOTES: 1.ADA COMPLIANT 2.CALIFORNIA BUILDING CODE COMPLIANT 3.WATER-PROOF REMOTE OPERATED HANDSET 4.MAX 2% DECK SIDE SLOPE FOR APPROACH. 5.POOL CONTRACTOR SHALL PROVIDE ONE (1) ADDITIONAL BATTERY FOR EACH LIFT. SUPPLY TO OWNER AT STARTUP PHASE. 6. SEE: ADA LIFT CUT SHEETS 7. BOND ALL ANCHORS PER N.E.C. 8. REMOVE FOOTREST ON SPA LIFT. 612"10"7"12" 114"1" 38" 35 8" TYP. 1" 2" 6" 158" R12" R34" R34" R12"GUTTER CAP NOTES: 1.CONTRACTOR TO PROVIDE CAP SAMPLE FOR OWNER/ARCHITECT APPROVAL. 2.CONTRACTOR TO PROVIDE AN EXTRA 10% OF CAP & GRATE. 3.CONTRACTOR SHALL VERIFY OWNER APPROVAL OF CAP PLACEMENT BEFORE PLACEMENT IN SETTING BED 4.JOINTS SHALL BE 3/8" MAX. AND BE EPOXY GROUTED. ALL STONE AT THE CORNERS SHALL BE FACTORY MITERED DECK JOINT SEALANT SHALL MATCH DECK CUSTOM WATER JET CUT DECK DEPTH MARKERS NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES. 2-1/2" PVC TO FITTING CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH MOUNTING OF WALL INLET FITTING FILL CUT OUT WITH HIGH-STRENGTH NONFERROUS, NON-SHRINK GROUT APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BEFORE GROUT. SEE: PIPING PLAN FOR SUCTION LINE SIZE (2) 10" SUCTION FITTINGS PER KEYNOTE SEPARATE BY 3FT. MIN. PER CODE AND HYDRAULICALLY BALANCE INSTALLATION OF FITTING SHALL BE FLUSH HORIZONTALLY AND VERTICALLY TO INTERIOR FINISH 3" M I N . Scale: 1"=1' TYPICAL SPA GUTTER (SECTION)2 Scale: 3"=1' GUTTER EDGE (ENLARGED-SECTION)3 Scale: 1-1/2" = 1' SUCTION FITTINGS (SECTION)9 Scale: 3"=1' SPA JET (SECTION)16 Scale: NTS MAIN DRAIN (ISOMETRIC)11 Scale: 3" = 1' POOL INLET WALL FITTINGS (SECTIONS)14Scale: NTS POOL GUTTER SUCTION FITTING13 Scale: 3/4"=1' TYPICAL POOL GUTTER (ISOMETRIC)4 Scale: 3/4"= 1' SPA STEPS & RAIL (SECTION)6Scale: 3/4"=1' POOL STEPS & RAIL (SECTION)5 Scale: 1"=1' TYPICAL POOL GUTTER (SECTION)1 Scale: 1-1/2" = 1' POOL MAIN DRAINS (SECTION)10 Scale: 3"= 1' SPA INLET BENCH FITTINGS (SECTION)15 Scale: 1/2"= 1' POOL ADA LIFT (SECTION)7 Scale: 1/2"= 1' SPA ADA LIFT (SECTION)8 Scale: NTS WALL MOUNTED SUCTION (SECTION)12 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-501 POOL & SPA DETAILS C C C Jun 04, 2024 1/7/25 1) Place Portable freedom on deck where install will occur following all applicable codes. 2) For guidance on bonding, check local and state electrical code to see if bonding is applicable in the specific application. 3) Set Stabilizer arms tight to deck and lock rear wheels in place using the wheel brakes. 4) Using each Stabilizer Clip over the stabilizer arm as shown above. 5) Using the stabilizer clip as a template mark concrete where 3/8” anchors will be set (in the center of the peanut hole on the anchoring bracket). 6) Remove the handle used to push the unit to gain access to the 1” holes that the rear anchors are set in. 7) Remove the four ¼” Socket head screws that hold the large plastic weight cover on the unit, and move the weight cover out of the way to gain access to the 1” holes that the rear anchors go in. 8) Using the rear anchors as a template as shown below (Cover is removed for clarity, does not need to be removed for installation, just pulled up to allow the rear anchor to align with the 1” hole), mark concrete where the anchors will be set. 9) Retract stabilizer arms and release brake – move the unit slightly to gain access to drill the holes in the deck – Set brakes once moved. 10) Using a 1/2” diameter bit and hammer drill, drill a hole to a depth of 7/8” in the 4 marked locations. Remove all debris from drilled holes. 11) Place 4 - 3/8” x 7/8” drop in anchors in the drilled holes in the deck and set them using the supplied setting tool. 12) Reposition the unit over the holes and set the brakes and Stabilizer arms 13) Using Supplied hardware and 7/32” socket wrench lock unit to deck by tightening fasteners at the 4 locations – do not over tighten hardware. BRONZE OR STAINLESS STEEL PRESSURE CONNECTOR BY MANUFACTURER STRUCTURAL REBAR BRONZE BONDING CLAMP CONNECT #8 COPPER BONDING WIRE TO PRODUCT EXTEND #8 COPPER BONDING WIRE TO POOL PRODUCT AND PROJECT ELECTRICAL SYSTEM. LADDER 36 " M I N . NOTE: DETAIL IS FOR COORDINATION ONLY, FINAL DECK BONDING PER NEC REQUIREMENTS AS NEEDED FOR DECK TYPE PROVIDE A EQUIPOTENTIAL BONDING GRID UNDER DECK AROUND ENTIRE PERIMETER OF POOL. PER C.E.C. 680.26 DECK EQUIPMENT LIGHT NO. 8 COPPER BONDING EQ U I P M E N T CONNECTION OF #8 BONDING CONDUCTOR TO EQUIPMENT GROUNDING CONDUCTOR REINFORCING BARS PA N E L BOND TO ANY REINFORCING OR METAL PARTS WITHIN 5FT. OF DECK AREA BOND WIRE UNDER RAISED DECK RAISED PAVER STAINLESS STEEL BRACKET TO SECURE 1" SCH. 80 cPVC C.W. SUPPLY FILL LINE, TO CONCRETE 1" HEAVY DUTY MECHANICAL FLOAT VALVE SECTION VIEW SIDE VIEW NOTE: 1.PLUMBING CONTRACTOR TO PROVIDE 1" C.W. LINE PROTECTED BY A 1" RPZ (WATTS 1LFOO9M2-QT) OR EQUAL. LINE SHALL EXTEND TO POOL & SPA EQUIPMENT ROOM. POOL CONTRACTOR SHALL PICK UP LINE AT RPZ AND EXTEND TO AUTOFILL LOCATIONS PER KEYNOTE. 2.PROVIDE A MANUAL FILL LINE TO GUTTER, SEE: PLUMBING PLAN VIEW GUTTER WALL SET WATER LEVEL IN GUTTER @ 8" FROM WATER LEVEL IN POOL S.S. BRACKET TO SECURE FILL LINE TO CONCRETE 8" 1' - 3 " 3' - 6 " + / - PROVIDE ACCESS BOX EMERGENCY STOP SHALL CUT POWER TO ALL PUMPS. SEE ELECTRICAL SHEETS FOR RELAYS. NOTE: PROVIDE WEATHERPROOF SIGNS FOR EMERGENCY STOP & SPA JET TIMER AUDIO ALARM MIN. SEPARATION 5'-0" SPA JET TIMER BUTTON NOTE: ESO AND TIMER MUST BE A MIN. OF 5FT FROM THE WATERS EDGE AND WITHIN SIGHT FROM THE POOL. IT IS SUGGESTED THE ESO AND TIMER ARE SEPARATED BY AT LEAST 5FT, IF NOT GREATER, TO PREVENT THE ESO SWITCH BEING TURNED ON WHEN NOT NEEDED. NOTE: PROVIDE VERTICAL TEXT ON THE FACE OF THE STEEL POST FOR THE EMERGENCY SHUT-OFF SWITCH, LETTERS MUST BE MIN. 1" HIGH AND CONTRASTING COLOR STAINLESS STEEL POST, POWDER COATED. SUBMIT SHOP DRAWINGS AND COLOR TO ARCHITECT (FINAL LOCATION COORDINATE IN FIELD) PROVIDE CONCRETE FOOTING AS NEEDED NICHE 45° NOTES : 1.WRAP FIXTURE WITH ENOUGH LIGHT CORD TO ALLOW PLACEMENT ON DECK. 2.ALL LIGHTS SHALL BE BONDED. 3.SEE PLAN FOR J-BOX LOCATIONS 4.ALL METAL PARTS WITHIN 5' OF THE POOL SHELL SHALL BE BONDED PER N.E.C. 5.SET TOP OF LIGHT 18" BELOW TOP OF DECK 6.PROVIDE PVC SLEEVE FOR LIGHT CONDUIT @ EXIT FROM VAULT. CAULK BOTH SIDES WATERLINE 1' - 6 " 6" LED LIGHT CONDUIT TO JBOX 3" EQUALIZER LINE NICHE 45° NOTES : 1.WRAP FIXTURE WITH ENOUGH LIGHT CORD TO ALLOW PLACEMENT ON DECK. 2.ALL LIGHTS SHALL BE BONDED. 3.SEE PLAN FOR J-BOX LOCATIONS 4.ALL METAL PARTS WITHIN 5' OF THE POOL SHELL SHALL BE BONDED PER N.E.C. 5.SET TOP OF LIGHT 18" BELOW TOP OF DECK 6.PROVIDE PVC SLEEVE FOR LIGHT CONDUIT @ EXIT FROM VAULT. CAULK BOTH SIDES WATERLINE 1' - 6 " ON C E N T E R LED LIGHT CONDUIT TO JBOX TWO COATS OF CONCRETE SHELL WATERPROOFING PER KEYNOTE INTERIOR FINISH SURFACE PER KEYNOTE DRAINAGE COMPOSITE PER KEYNOTE VAULT WATERPROOFING PER WATERPROOF CONSULTANT PORCELAIN WATER LINE TILE W/FLEXIBLE THIN SET TILE MORTAR. VAULT & DECK WATERPROOFING CONTINUOUSLY APPLIED. SEE WATERPROOF CONSULTANT 14" +/- 1/2" SHEET STYROFOAM BOND BREAK MINIMUM GUTTER WATERPROOFING PER KEYNOTE STRUCTURAL FOAM PER KEYNOTESHRINK CRACKS WILL NOT BE ACCEPTABLE IN THIS POOL SHELL CONSTRUCTION. VAULT EDGE POOL VAULT VAULT AND DECK WATERPROOFING BY G.C. DRAINAGE COMPOSITE MATERIAL2" SCH. COPPER RISER THROUGH VAULT @ LOW POINT OF VAULT POOL SHELL WATER PROOFINGPLASTER INTERIOR FINISH POOL SHELL 2" SIGHT GLASS 2" BALL VALVE COORDINATE TERMINATION POINT IN LEVEL BELOW, 6" MIN. ABOVE DISCHARGE POINT EMBED SCH. 80 PVC PIPE INSIDE STRUCTURAL VAULT PER IPC. PROVIDED CONTINUOUS POSITIVE DRAINAGE FOR ENTIRE LINE. INSTALL LINE THROUGH VAULT SLAB TO TERMINATE 4" ABOVE LEVEL BELOW. COORDINATE THIS LOCATION DURING CONSTRUCTION WITH ALL TRADES. INSTALL SIGHT GLASS AND BALL VALVE @ TERMINATION POINT, COORDINATE WITH AQUATIC CONSULTANT DURING CONSTRUCTION. SUPPORT PIPE PER IPC, PIPE SHALL BE SUPPORTED IN ACCORDANCE WITH TABLE 308.5. THE CONTRACTOR SHALL SUBMIT SUPPORT SYSTEM DESIGN TO ARCHITECT BEFORE START OF THIS WORK. VAULT DRAIN FITTING BY OTHERS. NOTE: PLACE CONTINUOUS TILE @ LEADING EDGE OF ALL STEPS & BENCHES INTERIOR FINISH 2 ROWS OF CONTRASTING SKID RESISTANT 1"X1" TILE (PER KEYNOTE) SHOTECRETE STRUCTURE 2" NOTE: 1.SET EACH ANCHOR LEVEL AND PLUMB. 2.ALL ANCHORS BONDED PER N.E.C. 3.SET ANCHOR WITH NON FERROUS NON SHRINK GROUT LEVEL WITH CAP 4.SEE PLAN VIEW FOR MULTIPLE ANCHOR LOCATIONS AND SET BACK DIMENSIONS 6" 1.9 OD TUBING PROVIDE NOTCH IN SLAB AND PRESET ANCHOR WITH HIGH STRENGTH NON-SHRINK GROUT PRIOR TO DECK POUR. NOTE: 1.SET EACH ANCHOR LEVEL AND PLUMB. 2.ALL ANCHORS BONDED PER N.E.C. 3.SET ANCHOR WITH NON FERROUS NON SHRINK GROUT LEVEL WITH CAP 4.SEE PLAN VIEW FOR MULTIPLE ANCHOR LOCATIONS AND SET BACK DIMENSIONS 6" 6" 112" 3 " MIN. CUT OUT SHOTCRETE FOR ANCHOR INSTALLATION. AFTER BONDING ANCHOR FILL VOID WITH HIGH STRENGTH NON-SHRINK GROUT. STEP ANCHOR 534" 1.2. 4.5.3. *NOTE: PROVIDE METRIC DEPTH MARKERS AS BID ALTERNATE* 3FT 6IN 1 M 1.) SAND BLASTED DEPTH MARKER WITH 4" NUMBERS & 4" FT & IN FIELD INSTALLED INTO COPING. *PROVIDE BID ALTERNATE FOR TILE DEPTH MARKERS PER SPECIFICATION 4.) SAND BLASTED 4" NO DIVING SYMBOL BY INSTALLED INTO COPING. *PROVIDE BID ALTERNATE FOR TILE NO DIVING MARKERS. 2.) PROVIDE AS BID ALTERNATE - SAND BLASTED METRIC DEPTH TILE WITH 4" NUMBERS & 4" M FIELD INSTALLED INTO COPING. 5.) SAND BLASTED 4" HANDICAP SYMBOL BY INSTALLED COPING. *PROVIDE BID ALTERNATE FOR TILE HANDICAP SYMBOL PER SPECIFICATION 3.) 1"x1" MOSAIC WATERLINE DEPTH TILE WITH 4" NUMBERS & 4", FIELD INSTALLED COORDINATE WITH 1" FIELD TILE SELECTION (CUSTOM) NOTE: PLACE WATERLINE DEPTH MARKING TILE A MIN. OF EVERY 25' AROUND POOL PERIMETER AT COORISPONDING DECK DEPTH MARKERS SEE PLAN VIEWS FOR LOCATIONS. TOP OF COPING 3 F 6 I GLAZED TILE COLOR SELECTED PER LANDSCAPE PLANS, DEPTH TILE NUMBER AND LETTERS WATER JET CUT INTO TILE WITH 4" NUMBERS. SEND TILE TO INLAY INC FOR FABRICATION. (WATERLINE TILE) T N WATERLINE TILE CO O R D I N A T E AIR LINE ON DECK, MUST BE ABOVE THE WATER LINE HARTFORD LOOP, SET TOP OF LOOP UNDER THE GUTTER STONE COPING AS HIGH AS POSSIBLEDECK LEVEL ONE-SIDE STONE BULL NOSE COPING 4" MIN. MARKERS SANDBLASTED INTO COPING BY MANUFACTURE 3FT 6IN 4" MIN. NO DIVING MARKER & HANDICAP SYMBOL SANDBLASTED INTO COPING BY MANUFACTURE 12 " M I N . CONDUIT FROM LV TRANSFORMER NOTE: COORDINATE J-BOX & TRANSFORMER IN LANDSCAPE PLANTER, J-BOX FINAL LOCATION SUBMIT TO ARCHITECT FOR APPROVAL. J-BOX BY INTERMATIC COORDINATE IN EQUIPMENT ROOM PVC CONDUIT TO POOL & SPA LIGHTS 18 " M I N . WATERLINE LOW VOLTAGE TRANSFORMER PER KEYNOTE COORDINATE FINAL LOCATION CONDUIT TIMER, SEE: SP504 DETAIL 2 Scale: 3" = 1' GUTTER FILL SENSOR (SECTION)13 Scale: 1" = 1FT. LED POOL LIGHT (SECTION)1 Scale: 1" = 1 FT. LED SPA LIGHT (SECTION)2 Scale: NTS SPA 15 MIN. TIMER & EMO (SCHEMATIC)4 Scale: NTS ADA LIFT SECURING KIT (SECTION)7 Scale: NTS POOL & SPA BONDING DIAGRAM8 Scale: 1' = 1' SAFETY EDGE TILE12 Scale: 3"= 1 FT. RAIL ANCHOR (DECK)5 Scale: 3"= 1 FT. RAIL ANCHOR (STEP)6 Scale: 1-1/2" = 1 FT. JUNCTION BOX (SECTION)3 Scale: NTS DEPTH & WARNING MARKERS9 Scale: 3" = 1' WATERLINE DEPTH MARKER PLACEMENT11 Scale: 1" = 1' SPA REMOTE AIR RISER (SECTION)14 Scale: 1-1/2" = 1' DECK DEPTH MARKER PLACEMENT10 Scale: NTS WATERPROOFING & DRAINAGE (SCHEMATIC)15 Scale: NTS VAULT DRAIN LINE (SECTION16 BY OTHERS DETAIL IS FOR (COORDINATION ONLY) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-502 POOL & SPA DETAILS C C C Jun 04, 2024 1/7/25 CO DETECTOR (PROVIDED BY OTHERS) HEATER BYPASS 1 12" 12" NOT REQUIRED NOT REQUIRED FLOW FLOW NOTE: USE FLOVIS FOR ANY PIPE @ 2-2/12" NOT REQUIRED NOT REQUIRED FLOW FLOW NOTE: USE FLOVIS FOR ANY PIPE @ 2" NOT REQUIRED NOT REQUIRED FLOW FLOW NOTE: USE 3" & 4" FLOWVIS FOR POOL FLOW METER 18" MIN . 18" MI N . 35" 24" CHEMI C A L T A N K SEPAR A T I O N P A R T I O T N NOTE: PARTITION MUST BE CONSTRUCTED OF NON-COMBUSTABLE MATERIALS *CHEMICAL SEPARATION WALL PROVIDED AND INSTALLED BY OTHERS 6" SEPARATION WALL PER DETAIL 1" PVC SLEEVE PER SP-506 DETAIL 1 3 8" TUBING CIRCUIT FROM CHEMISTRY CONTROLLER CHEMICAL TANK PER KEYNOTE EQUIPMENT ROOM FLOOR WEIGHTED SUCTION LINE & STRAINER 3" TAP INJECTION CHECK VALVE INTO POOL SUPPLY SYSTEM AFTER HEATER CHEMICAL PUMPS PER KEYNOTE CIRCUIT FROM CHEMISTRY CONTROLLER SEISMIC RESTRAINT OWNER TO PROVIDE ACID FUME SCRUBBER ON ACID TANK - PROMINENT FLUID CONTROLS 3 4" NPT - #P/N 7747090 6" SEPARATION WALL PER DETAIL 6 1" PVC SLEEVE PER SP-506 DETAIL 1 3 8" TUBING CIRCUIT FROM CHEMISTRY CONTROLLER CHEMICAL TANK PER KEYNOTE EQUIPMENT ROOM FLOOR WEIGHTED SUCTION LINE & STRAINER 3" TAP INJECTION CHECK VALVE INTO POOL SUPPLY SYSTEM AFTER HEATER CHEMICAL PUMPS PER KEYNOTE CIRCUIT FROM CHEMISTRY CONTROLLER SEISMIC RESTRAINT OWNER TO PROVIDE ACID FUME SCRUBBER ON ACID TANK - PROMINENT FLUID CONTROLS 3 4" NPT - #P/N 7747090 FFEUNISTRUT STRAPPING ASSEMBLY DESIGN AND SIZE BY PLUMBING ENGINEER FOR 105 GPM, BACKWASH TO SANITARY OR APPROVED DISPOSAL LOCATION 3' M I N . 8" RISER W/ CONCENTRIC REDUCER SCH. 80 CPVC, AIR GAP PER CODE SEE PLAN VIEW OF EQUIP. FOR RISER LOCATION BACKWASH LINE FROM FILTERBYPASS DRAIN LINE FROM PUMP, SEE: SP-504 DETAIL 1 CONDUIT 20 AMP, 120V, SEPARATE CIRCUIT TERMINATE IN GANG BOX (GFCI) CHLORINE FEED PUMP INJECTION ACID FEED PUMP INJECTION NOTE: 1. CONSULT MANUFACTURER'S INSTRUCTIONS BEFORE INSTALLATION. 2. PANEL NOT DRAWN TO SALE. 3. CONTROLLER IS NSF-50 APPROVED. MOUNTING HARDWARE SHALL BE 316 STAINLESS STEEL FLOW SWITCH SAMPLE VALVE FILTER ORP SENSOR pH SENSOR OUTLET AFTER HEATER MOUNTING HOLES Outlet FLOW CELL JAR REMOVE PLUG WATER SENSOR TO J5 ON DAUGHTER BOARD INLET BEFORE HEATER PROVIDE RPZ ASSEMBLY BETWEEN THE POINT OF THE POTABLE WATER SUPPLY CONNECTION AND THE POOL & SPA AUTOFILL SYSTEM. PLACE POTABLE WATER PROTECTION DEVICE AT 12" MIN. ABOVE GROUND LEVEL AND/OR 12" MIN. ABOVE WATER LEVEL AT POOL C.W. SUPPLY SEE PLUMBING PLANS EQUIPMENT ROOM FLOOR UNION, START OF POOL CONTRACTOR WORK 12 " M I N . 1" TO SPA AUTOFILL 1" TO POOL AUTOFILL Direct Air Intake Duct with 4-inch or 6-inch PVC Pipe (Indoor Installation) Combustion Air Intake (Vertical or Horizontal) Duct Requirements* * Combustion Air Intake (Vertical or Horizontal) Maximum length in Feet (m) 0 1 2 3 4 Flue Exhaust Vent Cap provided with heater 120 ft. (36.6 m) 108 ft. (33 m) 96 ft. (29.3 m) 84 ft. (26 m) 72 ft. (22 m) 300 ft. (91.4 m) 288 ft. (87.7 m) 276 ft. (84.1 m) 264 ft. (80.4 m) 252 ft. (76.8 m) 4” or 6” PVC Pipe Flue Exhaust Side Wall Vent Cap provided with heater Direct Air Intake kit (P/N 475971) Vent Termination - Horizontal Gas Vent requires Appliance Adapter Vent Body Condensate drain w/Trap (Optional) Slope at least 1/4" per foot (2 cm per Meter) down towards condensate drain Support weight of pipe Condensate Tee Listed Terminal 3" (7.6 cm) Min., 12" (30.5 cm) Max. Clearance Chimney or Gas Vent (Category IV) Combustion Intake 4" or 6" Pipe (Alternate Locations) 12" MIN. Flue Exhaust Vent Cap provided with heater (Alternate Location) Chimney or Gas Vent (Category IV) Combustion Air Intake 36" MIN. 12" MIN. 6" MIN. 12" O.D. PVC TUBING 12" FRP MOUNT STRUT 12" O.D. TUBING VENT ACID TANK PER KEYNOTE ACID FUME SCRUBBER CO O R D I N A T E NOTE: 1.CONSULT MANUFACTURER'S INSTRUCTIONS BEFORE INSTALLATION. 2.ALL PIPING SHALL BE SCH. 80 PVC THREADED WITH EPDM SEALS UNLESS OTHERWISE REQUIRED BY COMPONETS. 3 4" MNPT CONNECTION 3' - 6 " 34" OR 1" PVC SLEEVE FOR TUBING, SECURE TO WALL AS NEEDED TAP INJECTION CHECK VALVE INTO SUPPLY SYSTEM AFTER ALL EQUIPMENT. 120V. 15 AMP MIN. CIRCUIT DAISY CHAIN OUTLETS AT 3" MINIMUM ON CENTER (1) LOW VOLTAGE TRANSFORMER CONNECTION PER CHEMICAL PUMP EQUIPMENT FFE WEIGHTED SUCTION LINE & STRAINER 30 GALLON REVIVEPRO ® ECON-T 120V CHEMICAL PUMP WITH LOW VOLTAGE TRANSFORMER, TWO EACH BODY OF WATER MONOFILAMENT LINE WITH 14 OZ. LEAD WEIGHT CONTINUE CIRCUIT THROUGH POOL TIME CLOCK TO OUTLET INTERMATIC TIME CLOCK 35 GAL. PULSA TANK NOTE: DETAIL IS FOR COORDINATION ONLY FINAL DESIGN PER MECHANICAL ENGINEER LOCATION OF A ROOFTOP AIR INLET AND VENT CAPS  THE POINT OF TERMINATION FOR THE COMBUSTION AIR INLET CAP MUST BE AT LEAST 3 FEET (0.91M) BELOW THE POINT OF FLUE GAS TERMINATION (VENT CAP) IF IT IS LOCATED WITHIN A 5 FOOT (1.5M) RADIUS OF THE FLUE OUTLET. USE CARE TO ENSURE THAT THE 90° ELBOW ASSEMBLY IS PROPERLY INSTALLED ON THE AIR INLET PIPE.  THE TERMINATION POINT OF THE COMBUSTION AIR INLET CAP MUST BE INSTALLED AT LEAST 3 FEET (0.91M) ABOVE THE ROOFTOP AND ABOVE NORMAL SNOW LEVELS.  THE VENT CAP ASSEMBLY MUST BE LISTED BY NATIONALLY RECOGNIZED AGENCIES.  COMBUSTION AIR SUPPLIED FROM OUTDOORS MUST BE FREE OF CONTAMINANTS. TO PREVENT RECIRCULATION OF FLUE PRODUCTS IN TO THE COMBUSTION AIR INLET, FOLLOW ALL INSTRUCTIONS IN THIS SECTION.  INCORRECT INSTALLATION AND/OR LOCATION OF THE AIR INLET CAP CAN ALLOW FLUE PRODUCTS TO BE DRAWN BACK INTO THE APPLIANCE. THIS CAN RESULT IN INCOMPLETE COMBUSTION AND POTENTIALLY HAZARDOUS LEVELS OF CARBON MONOXIDE IN THE FLUE PRODUCTS. THIS WILL CAUSE OPERATIONAL PROBLEMS WITH THE APPLIANCE. INSTALLING CONTRACTOR TO PROVIDE APPROVED AIR INLET CAP PER MANUFACTURERS INSTALLATION REQUIREMENTS 6" MAX WEIGHTED SUCTION LINE & STRAINER, PLACE 3" MIN. FROM TANK FLOOR CIRCUIT FROM CHEMISTRY CONTROLLER (2) 3 8" TUBING CHEMICAL TUBING CHEMICAL TUBING SLEEVE, SEE: SP-504 DETAIL 4 TAP INTO COUPLING OR FLANGE AFTER LAST VALVE POOL OR SPA SUPPLY SYSTEM INSIDE WALL OF EQUIPMENT ROOMINSIDE WALL OF EQUIPMENT ROOM CHEMICAL EQUIPMENT ENCLOSURE CHEMICAL TANK CHLORINE CHEMICAL PUMPS, SEE: KEYNOTES AND EQUIPMENT ROOM PLAN FOR LOCATION WEIGHTED SUCTION LINE & STRAINER, PLACE 3" MIN. FROM TANK FLOOR CIRCUIT FROM CHEMISTRY CONTROLLER (2) 3 8" TUBING CHEMICAL TUBING CHEMICAL TUBING SLEEVE, SEE: SP-504 DETAIL 4 TAP INTO COUPLING OR FLANGE AFTER LAST VALVE POOL OR SPA SUPPLY SYSTEM INSIDE WALL OF EQUIPMENT ROOMINSIDE WALL OF EQUIPMENT ROOM CHEMICAL EQUIPMENT ENCLOSURE CHEMICAL TANK CHLORINE CHEMICAL PUMPS, SEE: KEYNOTES AND EQUIPMENT ROOM PLAN FOR LOCATION PUMP MOUNTS PER MANUFACTURER EXPANSION ANCHORS kg/cm2 psi 0 60 5010 0 40 30 20 GENERAL SPECIFICATIONS CASE: 300 SERIES STAINLESS STEEL. RING: 300 SERIES STAINLESS STEEL, BAYONET TYPE WITH GASKET. LENS: POLYCARBONATE. DIAL: ALUMINUM, WHITE FINISHED WITH BLACK MARKINGS. POINTER: ALUMINUM, BLACK, NON-ADJUSTABLE. MOVEMENT: STAINLESS STEEL. TUBE & SOCKET: 316 STAINLESS STEEL. CONNECTION: 1/4” NPT BOTTOM OUTLET. BACK OUTLET, CONSULT FACTORY. ACCURACY: ±1.6% FULL SCALE (EXCEEDS ASME B40.100 GRADE B). PROCESS TEMPERATURE: P2598LZ-SS: -40 TO 250°F (-40 TO 120°C), PLF2598LZ-SS: 0 TO 140°F (-18 TO 60°C). AMBIENT TEMPERATURE: P2598LZ-SS: -40 TO 140°F (-40 TO 60°C), PLF2598LZ-SS: 0 TO 140°F (-18 TO 60°C). 12" THREADED NPT THREADED X THREADED NIPPLE (CUT NIPPLE TO GLUE INTO COUPLER) TAP ELBOW OR TEE @ PIPE INTERSECTION FLOOR DRAIN OR SUMP PUMP 1/4" (6.35 mm) DROP PER FT PVC PIPE CONDENSATE TREATMENT KIT Condensate Treatment The condensate must be drained properly to protect the appliance and drainage system. The condensate from the heater is acidic. Its pH is typically between 3.2 and it is recommends treating the condensate with a condensate treatment kit. Treatment kit is connected to the condensate drain system and contains treatment media to raise the pH level of the condensate. The kit should be added to avoid damage to the drainage system and to meet local code requirements. The pH of the effluent entering a sanitary drain must be 5.0 or higher. The treatment kit must be sized to the amount of condensate generated by the appliance and the vent. ACAUTION: In general, the condensate piping from the appliance must have a downward slope of ¼" per horizontal foot. Condensate drain traps must be primed with water to prevent gas flue leaks. Treatment kits should be checked at least once per year. To ensure the pH of the effluent is 5.0 or higher, the media should be replenished as necessary. When replacing the media, they should be no smaller than ¾" to avoid blockage in the condensate piping. Figure is a visual guide only. Follow the manufacturer’s instructions for the installation of the Treatment kit and condensate drains. Scale: NTS POOL/SPA HEATER (SCHEMATIC)5 Scale: 3/4" = 1' CHLORINE & pH SYSTEM (SCHEMATIC)2 Scale: NTS POOL CHEMICAL SEPARATION WALL6 Scale: NTS FLOW METER PLACEMENTS8 Scale: 1/2" = 1' BACKWASH RISER9 Scale: 1-1/2"= 1 FT. CHEMISTRY CONTROLLER (SCHEMATIC)1 Scale: 1-1/2"= 1 FT. BACKFLOW PREVENTER (SCHEMATIC)10 HEATER PROVIDED WITH THE FOLLOWING: - WATER-PRESSURE SWITCH. - PRESSURE RELIEF VALVE. - INLET TEMP. SENSOR - OUTLET TEMP SENSOR - HIGH LIMIT DEVICE - AIR FLOW SWITCH (AFS) - WATER PRESSURE SWITCH (WPS) - ELECTRONIC IGNITION OPERATION HEATER KEYNOTES: 1.GAS CONNECTION BY MEP. 2.DRIP LEG. 3.GAS COCK VALVE. 4.UNION. 5.HEATER 399,999 BTU 6.SET EQUIPMENT ON RAISED CONCRETE HOUSE-KEEPING PAD 7.2" WATER INLET 8.2" WATER OUTLET 9.ELECTRONIC DISPLAY 10.VENTING (INDOOR) CONTRACTOR TO SUPPLY MANUFACTURES REQUIREMENTS 11.JUNCTION BOX 240 OR 120 VAC CONNECTION - 2 AMPS 12.PRESSURE RELIEF DRAIN · COORDINATE DESIGN WITH HEATER MANUFACTURE PRIOR TO INSTALLATION. · SEE: SP-001 COVER SHEET FOR ADDITIONAL NOTES. 11 79 5 6 2 8 12 3 3 3 1 Scale: NTS HEATER INTAKE & VENTING (SCHEMATIC)11 Scale: NTS ACID FUME SCRUBBER7 Scale: NTS SUPPLEMENTAL SANITIZER (SCHEMATIC)4 Scale: NTS HEATER INTAKE/VENTING (SCHEMATIC)12 BY OTHERS DETAIL IS FOR (COORDINATION ONLY)BY OTHERS DETAIL IS FOR (COORDINATION ONLY) Scale: NTS REMOVED14Scale:NTS REMOVED13 CHEM PUMP MOUNTING PER MANF. Scale: 3/4" = 1' CHLORINE & pH SYSTEM (SCHEMATIC)3 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-503 POOL & SPA DETAILS Scale: 6" = 1' PRESSURE/VACUUM GAUGES 15 Scale: NTS HEATER CONDENSATE (SCHEMATIC)16 C CC Jun 04, 2024 1/7/25 1" POOL WATER LEVEL DRAIN BYPASS TO BACKWASH RISER, PROVIDE AIR GAP 1- 1 / 2 " SUCTION CONNECTION PUMP VIBRATION ISOLATORS STAINLESS STEEL PLATE DISCHARGE TO FILTER1" BALL VALVE (EPDM SEAL) COMMON NAME CHEMICAL NAME % COMP.CAS #FORM QUANT. STORED OPEN/CLOSED SYSTEM STORAGE HAZ. CLASS SIGNS SODIUM HYPOCHLORITE 7681-52-9 0 GAL.20 GAL.CHEM. ROOM IRRITANT MSDSSODIUM HYPOCHLORITE 12.5% MURIATIC ACID 7647-01-0 LIQUID NOTE: QUANTITIES OF CHEMICALS DO NOT EXCEED THE QUANTITIES LISTED IN IBC TABLES 307.1 (1) & 307.1 (2) 20 GAL.CORROSIVEHYDROCHLORIC ACID 25%CHEM. ROOM MSDS0 GAL. CHEMICALS RATING EXPLANATION GUIDE 4 3 2 1 0 RATING HEALTH HAZARD FLAMMABILITY HAZARD REACTIVITY HAZARD NOTE: 1.CONFORM SIGNAGE WITH LOCAL FIRE MARSHALL AND/OR BUILDING CODES PRIOR TO INSTALLATION SIGNS SHALL CONFORM TO NFPA 704. 2.SIGNS SHALL BE SIZED AND COLORED PER CODE & MOUNTED @ 60" ABOVE DOOR IN CHEMICAL ROOM. HEALTH HAZARD (BLUE) FLAMMABILITY HAZARD (RED) REACTIVITY HAZARD (YELLOW) SPECIFIC HAZARD (WHITE) LEGEND CAN BE LETHAL CAN CAUSE SERIOUS OR PERMANENT INJURY CAN CAUSE TEMPORARY INCAPACITATION OR RESIDUAL INJURY NO HAZARD CAN CAUSE SIGNIFICANT IRRITATION WILL NOT BURN STABLE IGNITES AT ABOVE 200° F IGNITES AT ABOVE 100°F, BELOW 200° F IGNITIES AT ABOVE 73° F, BELOW 100° F EXTREMELY IGNITIES 73° F, BELOW 100° F MAY EXPLODE AT NORMAL TEMPERATURES & PRESSURES MAY EXPLODE AT HIGH TEMPERATURES OR SHOCK VIOLENT CHEMICAL CHANGE AT HIGH TEMPERATURES OR PRESSURES NORMALLY STABLE, HIGH TEMPERATURES MAKE UNSTABLE LIQUID 768mm 30 1/4" FLOOR LINE 14 3/4" 375mm 11 1/4" 286mm 4X Ø 5/16" 8mm 27 15/16" 710mm27" MIN 686mm 32mm 1 1/4" 2 (SUPPLIED) 1 1/4" IPS WASTE TRAP 1/2" IPS (SUPPLIED) TAILPIECE 1 1/4" OD STRAINER SUPPLY 1 1/4" IPS WASTE (BY OTHERS) (SUPPLIED) 1 1/4" IPS(F) ELBOW TRAP MUST BE ACCESSIBLE 4 3/8" 111mm 1 1/2" 38mm 76mm 3" 727mm 28 5/8" 2" 51mm 23" 584mm 18 1/2" 470mm 12 7/8" 327mm 33" - 53" 838 mm - 1346 mm FLOW PATTERN 2 36" MAX 914mm WARNING NO LIFEGUARD ON DUTY - NO DIVING PERSON HAVING CURRENTLY ACTIVE DIARRHEA OR HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE POOL WATER NO ONE UNDER THE AGE OF 14 SHALL NOT ENTER THE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE POOL HOURS: 9AM-10PM IN CASE OF EMERGENCY DIAL:911 POOL CAPACITY: XXX HOTEL ADDRESS: XXXXXXXXXXXXXXXXXXXXXXXX NEAREST EMEGENCY SERVICE XXX-XXX-XXXX POOL AREA RULES FOR YOUR SAFETY, IT IS REQUIRED THAT YOU OBSERVEE FOLLOWING: ·REGISTERED GUESTS ONLY ·RUNNING OR HORSEPLAY PROHIBITED ·APPROPRIATE SWIM WEAR REQUIRED ·DIVING STRICTLY PROHIBITED ·GLASSWARE IS NOT PERMITTED WITHIN THE POOL AREA ·NOT PETS ALLOWED ·ONLY FLEXIBLE SWIM-AIDS ARE PERMITTED ·BE AWARE OF DEPTH MARKINGS AT ALL TIMES ·REPORT UNSAFE CONDITIONS OR VIOLATIONS TO MANAGEMENT IMMEDIATELY ·ALWAYS PRACTICE WATER SAFETY AND COURTESY ·SHOWER BEFORE ENTERING THE POOL ·CHILDREN WHO ARE NOT TOILET TRAINED MUST WEAR SWIM DIAPERS ·INDIVIDUALS ASSUME THE RISK FOR ANY INJURIES SUSTAINED WHILE USING THE POOL FACILITY AND WILL USE CAUTION IN THE POOL AREA ·ADA LIFT IS NOT A TOY KEEP POOL GATE CLOSED AT ALL TIMES WARNING! NO DIVING SHALLOW WATER INJURIES MAY RESULT POOL DECK SAFETY EQUIPMENT LOCATION ADA LIFT NOT A TOY WARNING NO LIFEGUARD ON DUTY - NO DIVING PERSON HAVING CURRENTLY ACTIVE DIARRHEA OR HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE SPA WATER NO ONE UNDER THE AGE OF 14 SHALL NOT ENTER THE SPA WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE SPA HOURS: 9AM-10PM IN CASE OF EMERGENCY DIAL:911 SPA CAPACITY: XXX HOTEL ADDRESS: XXXXXXXXXXXXXXXXXXXXXXXX NEAREST EMEGENCY SERVICE XXX-XXX-XXXX SPA AREA RULES FOR YOUR SAFETY, IT IS REQUIRED THAT YOU OBSERVEE FOLLOWING: ·REGISTERED GUESTS ONLY ·RUNNING OR HORSEPLAY PROHIBITED ·APPROPRIATE SWIM WEAR REQUIRED ·DIVING STRICTLY PROHIBITED ·GLASSWARE IS NOT PERMITTED WITHIN THE SPA AREA ·NOT PETS ALLOWED ·ONLY FLEXIBLE SWIM-AIDS ARE PERMITTED ·BE AWARE OF DEPTH MARKINGS AT ALL TIMES ·REPORT UNSAFE CONDITIONS OR VIOLATIONS TO MANAGEMENT IMMEDIATELY ·ALWAYS PRACTICE WATER SAFETY AND COURTESY ·SHOWER BEFORE ENTERING THE SPA ·CHILDREN WHO ARE NOT TOILET TRAINED MUST WEAR SWIM DIAPERS ·INDIVIDUALS ASSUME THE RISK FOR ANY INJURIES SUSTAINED WHILE USING THE POOL FACILITY AND WILL USE CAUTION IN THE POOL AREA ·ADA LIFT IS NOT A TOY EMERGENCY SHUT-OFF SWITCH & 15 MIN. TIMER SPA WARNING ELDERLY PERSONS, PREGNANT WOMEN, INFANTS, AND THOSE WITH HEALTH CONDITIONS REQUIRING MEDICAL CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE ENTERING THE SPA. UNSUPERVISED USE BY CHILDREN UNDER THE AGE OF 14 IS PROHIBITED. WITHOUT AN ADULT. HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS, DRUGS, OR MEDICINES MAY LEAD TO SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED. DO NOT USE ALONE. LONG EXPOSURE MAY RESULT IN HYPOTHERMIA, NAUSEA, DIZZINESS, OR FAINTING. WARNING! NO DIVING SHALLOW WATER INJURIES MAY RESULT 6'-3" DECK LEVEL 4' - 0 " NOTE: DETAIL IS FOR COORDINATION ONLY FINAL DESIGN & LOCATION PER LANDSCAPE PLANS NOTE: MOUNTING PER GENERAL CONTRACTOR PLACE SAFETY EQUIPMENT IN A VIEWABLE AND EASILY ACCESSIBLE LOCATION ON THE DECK 1. SAFETY HOOK & CLEANING BRUSH 2. THROW RING & ROPE 3. TUBE STEEL SUPPORT STRUCTURE - FINISH PER ARCHITECT 4. WELDED METAL HOOKS 5. SUPPORT FOOTING FOR STRUCTURE 6. DECK & FINISH PER LANDSCAPE PLANS 4' - 0 " 2' - 6 " SEE NOTE: #3 SEE NOTE: #5 SEE NOTE: #6 SEE NOTE: #4 SEE NOTE: #1 SEE NOTE: #2 POOL EQUIPMENT FILTER WITH WATER (MAXIMUM WEIGHT = 1050 LBS) INSTALLED PER MANUFACTURES INSTRUCTIONS 6" MINIMUM THICKNESS HOUSE KEEPING PAD 24" MINIMUM SPACING 4' 3 " M A X I M U M T A N K H E I G H T FOUR (4) SIMPSON STRONG BOLD 38" DIA WEDGE ANCHORS OR EQUAL. 3 78" EMBEDMENT INTO STRUCTURALLY SOUND CONCRETE 1/4” X 1-3/4” S.S. TAPCONBOLT & WASHER (FIELD SUPPLIED)NOTE: USE HOLE CLOSEST TO UNIT WITH WASHER OVERLAPPING EDGE OF HEATER STAINLESS STEEL ANCHOR BOLTS POOL PIPE SIZE AND SPEC PER PLUMBING PLAN STAINLESS STEEL PIPE CLAMPS GALVANIZED STEEL UNI-STRUT PVC SLEEVE ALL CHEMICAL TUBING AS NEEDED 38" CHEMICAL TUBING NOTE: 1.PIPING & CHEMICAL TUBING COMPONENTS SHALL BE SEISMICALLY BRACED. 2.PIPING & TUBING SHALL BE IDENTIFIED TO INDICATE THE MATERIAL CONVEYED. SEE NOTE #3 SEE NOTE: #1 7' + / - C O O R D I N A T E NOTE: MOUNTING PER GENERAL CONTRACTOR PLACE SIGNS IN A VIEWABLE AND EASILY ACCESSIBLE LOCATION ON THE DECK 1.WEATHER PROOF SIGNS PER HEALTH CODE 2.ARCHITECTURAL WALL - FINISH PER ARCHITECT 3.WALL ANCHORS - PER WALL TYPE 4.DECK & FINISH PER LANDSCAPE PLANS SEE NOTE: #1 SEE NOTE: #2 SEE NOTE #4 SEE NOTE: #4 LINE OF SITE CONCRETE EXPANSION ANCHOR 14" X 2-3/8" EMBEDMENT IN CONCRETE (4) LOCATIONS PER SUPPORT - COORDINATE PENETRATION WITH WATER-PROOFING 6" 278" CHEMICAL NOTES: CLOSE CONTAINERS PROPERLY; COVER OPENED OR DAMAGED PACKAGING; STORE CHEMICALS AWAY FROM DOORS AND WINDOWS; ENSURETHAT THERE ARE NO ROOF LEAKS, OPEN OR BROKEN WINDOWS, ORLEAKS FROM WATER PIPES, HOSES, OR THE SPRINKLER SYSTEM; ENSURE THAT FLOORS ARE SLOPED TO KEEP WATERDRAINED AWAY; STORE CHEMICALS ON SHELVES OR PALLETS TO KEEPCONTAINERS OFF THE FLOOR; USE WATERPROOF COVERS ON PACKAGING; EXERCISE PARTICULAR CAUTION TO PREVENT WATERCONTACT WITH STORED CHEMICALS ANY TIME WATER IS USED FORCLEANUP OF FLOOR AREAS NEAR STORED PACKAGES; AND ENSURETHAT WATER WILL NOT BACK UP FROM FAULTY ORCLOGGED FLOOR DRAINS. WARNING: WEAR RUBBER GLOVES AND SAFETY GLASSES WHENCLEANING FILTER SYSTEM. SEPARATE INCOMPATIBLE SUBSTANCES; AVOID STORINGCONTAINERS OF LIQUIDS ABOVE CONTAINERS OF OTHERINCOMPATIBLE SUBSTANCES; DO NOT MIX OLD CHEMICALS WITH FRESH CHEMICAL,EVEN IF THEY ARE THE SAME TYPE; CONSIDER SEPARATE, DESIGNATED TOOLS FOR EACHCHEMICAL. HANDLE ONLY ONE CHEMICAL AT A TIMEAND MAKE SURE THAT TOOLS USED WITH ONE SUBSTANCE ARE NOTUSED WITH ANOTHER UNLESS ALL RESIDUES ARE REMOVED; USE SEPARATE, DESIGNATED CONTAINERS FOR CLEANUP OFSPILLED MATERIALS TO AVOID INADVERTENT MIXING OF SPILLEDSUBSTANCES. CONSULT YOUR LOCAL HAZARDOUS WASTEDISPOSAL FACILITY FOR MORE DETAILED INFORMATION ON PROPERWASTE DISPOSAL; MAKE CHEMICAL STORAGE AREA HOUSEKEEPING APRIORITY. DON’T ALLOW RAGS, TRASH, DEBRIS, OR OTHERMATERIALS TO CLUTTER HAZARDOUS MATERIAL STORAGE AREA KEEP COMBUSTIBLE AND FLAMMABLESUBSTANCES AWAY. CHEMICAL CABINETS SHELL MEET THE FOLLOWING: NFPA REQUIREMENTS OSHA REQUIREMENTS FM APPROVED LOCKABLE CORROSION RESISTANT SIGHT GLASS DISCHARGE TO BACKWASH RISER FL O W SAND FILTER BACKWASH VALVE Scale: NTS PUMP VIBRATION ISOLATORS1 Scale: NTS CHEMICALS LABELS & SAFETY EQUIPMENT10 CHEMICAL ROOM SIGNS & SAFETY EQUIPMENT POOL CHEMICAL SIGNS; PRODUCT OF COMPLIANCY SIGNS: - DANGER - AUTHORIZED PERSONNEL ONLY - #CUSTOM - DANGER - HAZARDOUS POOL CHEMICALS - #ODE-7756 - 704 SIGN - SODIUM HYPOCHLORITE (NaOCl) W/ CAS# - 7681-52-9 - 704 SIGN - MURIATIC ACID ONLY (HCL) W/ CAS# - 7647-01-0 SAFETY EQUIPMENT - RESPIRATOR MASK: U-LINE, 3M HALF-FACE MASK - #H-1081 - SAFETY GLASSES: OTG, CLEAR - #S-17940 - NEOPRENE CHEMICAL RESISTANT APRON: U-LINE - #S-18815 - NEOPRENE CHEMICAL RESISTANT GLOVES: ULINE - #S-11434 Scale: NTS EYEWASH STATION (BY OTHERS)12 DETAIL IS FOR (COORDINATION ONLY)Scale: 3/4"= 1 FT. POOL & SPA SIGNS (SCHEMATIC)9 SIGNAGE NOTES: 1.18" THICK PAINTED ALUMINUM BACKER PANEL. 2.SILKSCREENED COPY/GRAPHICS WITH SATIN CLEAR COAT. 3.14" THICK PAINTED ALUMINUM FACE PANEL WITH SILKSCREENED COPY/GRAPHICS. ATTACH TO 18" THICK PAINTED ALUMINUM BACKER PANEL USING 'VHB' TAPE AND SILICONE ADHESIVE. 4. 2" WIDE x 12" THICK PAINTED ALUMINUM SIGN FRAME ADHERED TO 18" THICK PAINTED ALUMINUM BACKER USING 'LORDS' ADHESIVE AS REQUIRED. VERTICAL SECTIONS OF FRAME TO BE RECTANGULAR TUBE. FILL AND SAND SEAM ALONG EDGE AND FACE PRIOR TO PAINTING. NOTES: 1.COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH ARCHITECT/OWNER PRIOR TO INSTALLATION. 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PROPOSED SIGNAGE FOR REVIEW. REQUIRED SIGNAGE: 1.ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED; AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. 1.A.POOL USER CAPACITY SIGN: A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. 1.B.NO DIVING SIGN: SIGNS SHALL BE POSTED IN CONSPICUOUS PLACES AND SHALL STATE 'NO DIVING' AT POOLS WITH A MAXIMUM WATER DEPTH OF 6 FEET OR LESS. 1.C.NO LIFEGUARD SIGN: WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, "WARNING: NO LIFEGUARD ON DUTY." THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, "CHILDREN UNDER THE AGE OF 14 SHALL NOT USE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE," 1.D.ARTIFICIAL RESPIRATION AND CPR SIGN: AN ILLUSTRATED DIAGRAM WITH TEXT AT LEAST 1/4 INCH HIGH OF ARTIFICIAL RESPIRATION AND CPR PROCEDURES SHALL BE POSTED. 1.E.EMERGENCY SIGN: THE EMERGENCY TELEPHONE NUMBER 911, THE NUMBER OF THE NEAREST EMERGENCY SERVICES AND THE NAME AND STREET ADDRESS OF THE POOL FACILITY SHALL BE POSTED. 1.F.WARNING SIGN FOR A SPA POOL: A WARNING SIGN FOR THE SPA POOLS SHALL BE POSTED STATING "CAUTION" AND SHALL INCLUDE THE FOLLOWING LANGUAGE IN LETTERS AT LEAST 1 INCH HIGH: 1.F.1.ELDERLY PERSONS, PREGNANT WOMEN, INFANT, AND THOSE WITH HEALTH CONDITIONS REQUIRING MEDICAL CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE ENTERING THE SPA. 1.F.2.UNSUPERVISED USE BY CHILDREN UNDER THE AGE OF 14 IS PROHIBITED. 1.F.3.HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS, DRUGS, OR MEDICINES MAY LEAD TO SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED. 1.F.4.DO NOT USE ALONE. 1.F.5.LONG EXPOSURE MAY RESULT IN HYPERTHERMIA, NAUSEA, DIZZINESS, OR FAINTING. 1.G.EMERGENCY SHUT OFF: IN LETTERS AT LEAST ONE INCH HIGH A SIGN SHALL BE POSTED AT THE SPA EMERGENCY SHUT OFF SWITCH STATING "EMERGENCY SHUT OFF SWITCH". 1.H.NO USE AFTER DARK: WHERE POOLS WERE CONSTRUCTED FOR WHICH LIGHTING WAS NOT REQUIRED A SIGN SHALL BE POSTED AT EACH POOL ENTRANCE ON THE OUTSIDE OF THE GATE(S) STATING, "NO USE OF POOL ALLOWED AFTER DARK". 1.I.KEEP CLOSED: A SIGN SHALL BE POSTED ON THE EXTERIOR SIDE OF GATES AND DOORS LEADING INTO THE POOL ENCLOSURE AREA STATING, "KEEP CLOSED". 1.J.DIARRHEA: A SIGN IN LETTERS AT LEAST ONE INCH HIGH AND IN A LANGUAGE OR DIAGRAM THAT IS CLEARLY STATED SHALL BE POSTED AT THE ENTRANCE AREA OF A PUBLIC POOL WHICH STATES THAT PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE POOL WATER. 1.K.FLOW SIGNAGE AND LABELS. 1.L.THE DIRECTION OF FLOW FOR THE RECIRCULATION EQUIPMENT SHALL BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS SUCH AS ARROWS ON ALL PIPING IN THE EQUIPMENT AREA. 1.M.WHERE THE RECIRCULATION EQUIPMENT FOR MORE THAN ONE POOL IS LOCATED ON SITE, THE EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVICES. 1.N.VALVES AND PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS. POOL SIGNS SPA SIGNS Scale: 1/2"=1' DECK LEVEL SAFETY EQUIPMENT5 Scale: NTS FILTER MOUNTING ANCHORS2 Scale: NTS HEATER ANCHORS (SECTION)3 Scale: NTS POOL PIPE MOUNTING (SCHEMATIC)4 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-504 POOL & SPA DETAILS Scale: 1/2"=1' DECK LEVEL SAFETY SIGN (LOCATION)6 NOTE: DETAIL IS FOR COORDINATION ONLY FINAL DESIGN & LOCATION PER LANDSCAPE PLANS Scale: 3"= 1 FT. EQUIPMENT RACK SUPPORT ANCHOR7 Scale: NTS CHEMICAL STORAGE CABINET11 NOTE: DETAIL IS FOR COORDINATION ONLY FINAL DESIGN & LOCATION PER LANDSCAPE PLANS Scale: 1"= 1 FT. FILTER & ANCHOR (SECTION)8 Jun 04, 2024 1/7/25 P-1 P-1 POOL CIRCULATION PUMP PENTAIR WHISPERFLOXF VS #022035 5 HP, 208V, THREE PHASE, 13 AMPS SET AT 75 GPM MAIN DRAIN SYSTEM TRUNK: 2.5" PVC, 75 GPM @ 5.7 FPS EACH WAY: 2" PVC, 37.5 GPM @ 4.4 FPS (QTY. 2) SUCTION LOOP 2" PVC, 37.5 GPM @ 4.4 FPS PENTAIR TR-100C SAND FILTER 4.91 SQFT EACH (QTY. 1) PSI RELIEF 3/4" GAS CONDENSATE DRAIN GUTTER GRATE SUCTION SYSTEM TRUNK: 2.5" PVC, 75 GPM @ 5.7 FPS LOOP: 2" PVC, 37.5 GPM @ 4.4 FPS RISERS: 2" PVC, 7.5 GPM @ .87 FPS (QTY. 10) RETURN LOOP 2" PVC, 37.5 GPM @ 4.4 FPS WALL INLET SYSTEM TRUNK: 2.5" PVC, 75 GPM @ 5.7 FPS LOOP: 2" PVC, 37.5 GPM @ 4.4 FPS RISERS: 1.5" PVC, 7.5 GPM @ 1.5 FPS (QTY. 10) ORP PH CHEMICAL CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP THROUGH RELAY IN INTELLICENTER CHLORINE TANKACID TANKEZPOOL PRO SYSTEM (POOL & SPA) OPTIONAL BYPASS FOR FUTURE SOLAR HEATING TO BACKWASH RISER 1" (POOL) 1" (POOL) J-BOX TRANS POOL LIGHTING SYSTEM 18W, 12V LIGHTS (QTY. 2) INTELLICENTER ADA LIFT BATTERY PROVIDE DEDICATED OUTLET FOR CHARGING 115V GFCI OUTLET 1" (SPA) HEAVY DUTY FLOAT VALVE IN GUTTER W/ BYPASS FILL 2.5" PVC, 75 GPM @ 5.7 FPS P-2 P-2 SPA CIRCULATION PUMP PENTAIR WHISPERFLOXF VS #022035 5 HP, 208V, THREE PHASE, 13 AMPS SET AT 150 GPM MAIN DRAIN SYSTEM TRUNK: 4" PVC, 150 GPM @ 4.2 FPS EACH WAY: 4" PVC, 75 GPM @ 2.1 FPS (QTY. 2) SUCTION LOOP 2.5" PVC, 75 GPM @ 5.7 FPS PENTAIR TR-140C SAND FILTER 7.06 SQFT EACH (QTY. 1) PSI RELIEF 3/4" GAS CONDENSATE DRAIN RETURN LOOP 2.5" PVC, 75 GPM @ 5.7 FPS ORP PH CHEMICAL CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP THROUGH RELAY IN INTELLICENTER CHLORINE TANKACID TANK 3" PVC, 150 GPM @ 7.3 FPS EZPOOL PRO SYSTEM (POOL & SPA) 3" PVC, 150 GPM @ 7.3 FPS OPTIONAL BYPASS FOR FUTURE SOLAR HEATING TO BACKWASH RISER 1" (POOL) 1" (POOL) J-BOX TRANS SPA LIGHTING SYSTEM 18W, 12V LIGHTS (QTY. 1) INTELLICENTER 1" (SPA) HEAVY DUTY FLOAT VALVE IN GUTTER W/ BYPASS FILL P-3 RETURN LOOP 2.5" PVC, 75 GPM @ 5.7 FPS MAIN DRAIN SYSTEM TRUNK: 4" PVC, 150 GPM @ 4.2 FPS EACH WAY: 4" PVC, 75 GPM @ 2.1 FPS (QTY. 2) P-3 SPA JET PUMP PENTAIR WHISPERFLOXF VS #022035 5 HP, 208V, THREE PHASE, 13 AMPS SET AT 150 GPM JET INLET SYSTEM TRUNK: 3" PVC, 150 GPM @ 7.3 FPS LOOP: 2.5" PVC, 75 GPM @ 5.7 FPS RISERS: 1.5" PVC, 25 GPM @ 4.6 (QTY. 10) SPA WATER LINE 2" REMOTE AIR RISER COORDINATE ALL PIPE PENETRATION LOCATIONS AND SLEEVED PENETRATION TYPE IN STRUCTURE VAULT G.C. BEFORE WORK PRESSURE GROUT WITH NON-SHRINK GROUT THEN USE LOW VISCOSITY EPOXY POLYGEM 1001-SLV TO FILL REMAINING VOIDS. SUBMIT GROUT TO ARCHITECT FOR COORDINATION POOL VAULT WALL PIPE SIZE VARIES NOTE: 1.DETAIL IS FOR COORDINATION ONLY, CONTRACTOR TO COORDINATE WITH G.C. AND BUILDING STRUCTURAL ENGINEER. POOL CONTRACTOR FINAL SUBMIT DESIGN. LINK SEALS WILL BE CONSIDERED AS ALTERNATE DESIGN. LINK SEAL PENETRATION SEAL WATER-PROOFING BY OTHERS VA R I E S WALL ASSEMBLY - STUDS & FIRE RATE GYPSUM PER ARCHITECTURAL SHEETS FILL, VOID, CAVITY WITH FIRE-STOP SYSTEM. INSTALL TO COMPLETELY FILL THE ANNULAR SPACE BETWEEN THE PIPES AND GYPSUM WALLBOARD ON BOTH SIDES OF WALL SECTION FRONT VIEW NOTE: 1. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. 2. FILL VOID WITH FIRE-STOP SYSTEM SHALL BE EQUAL TO HOURLY FIRE RATED WALL ASSEMBLY FOR WHICH IT IS INSTALLED 3/ 4 " M I N - 1 - 1 / 4 " M A X . 4" MAX. CONCRETE FLOOR - FIRE RATE PER ARCHITECTURAL SHEETS FILL, VOID, CAVITY WITH FIRE-STOP SYSTEM. INSTALL TO COMPLETELY FILL THE ANNULAR SPACE BETWEEN THE PIPES AND CONCRETE FLOOR ON BOTH SIDES NOTE: 1. PIPE SHALL BE FIRE-STOP SYSTEM SHALL BE ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. 2. FILL VOID WITH FIRE-STOP SYSTEM SHALL BE EQUAL TO HOURLY FIRE RATED FLOOR ASSEMBLY FOR WHICH IT IS INSTALLED. 3/16" MIN - 5/16" MAX. 4- 1 / 2 " M I N . 3" MAX.PER STRUCTURAL EQUAL FL A N G E PI P E Ø SHOTCRETE WALL OR FLOOR HEAT OR SOLVENT WELDED PVC FLANGE TO COUPLING PIPE SIZES FLANGE WIDTH 12" TO 3" 4" TO 6" PER STRUCTURAL EQUAL FL A N G E PI P E Ø SHOTCRETE WALL OR FLOOR HEAT OR SOLVENT WELDED PVC FLANGE TO COUPLING PIPE SIZES FLANGE WIDTH 12" TO 3" 4" TO 6"1 12" 12" POOL PIPE SHALL BE ATTACHED TO UNDERSIDE OF STRUCTURAL DECK, SUPPORT PIPE PER IPC. PIPE SHALL BE SUPPORTED IN ACCORDANCE WITH TABLE 308.5. THE CONTRACTOR SHALL SUBMIT SUPPORT SYSTEM DESIGN TO ARCHITECT BEFORE START OF THIS WORK. COORDINATE FINAL LOCATIONS OF PIPE PENETRATIONS THROUGH STRUCTURAL VAULT, COORDINATE PENETRATION DESIGN WITH STRUCTURAL ENGINEER. CAULK BOTH SIDES OF PENETRATION LEVEL (2) STRUCTURAL SLAB PIPE INSULATION AS REQUIRED PER CODE COORDINATE ANCHOR CONNECTION WITH BUILDING STRUCTURAL NOTE: 1.POOL PIPE INSTALLED IN A PLENUM OR SUBJECT TO FREEZING SHALL BE INSULATED PER SPECIFICATION. 2.POOL PIPE RUNNING THROUGH BUILDING EXPANSION JOINT AREAS SHALL BE INSTALLED WITH APPROVED RUBBER PIPE EXPANSION JOINTS WITHSTANDING CHEMICALLY TREATED WATER. HOLDRITE SILENCER CLAMPS ACOUSTICAL TRAPEZE MEMBER (DOUBLE STRUT) STRUCTURAL DECK ABOVE COORDINATE CONNECTION STRUCTURE ATTACHMENT PIPE SIZE VARIES NOTE: 1.DETAIL IS FOR COORDINATION ONLY, CONTRACTOR TO SUBMIT DESIGN. 2.CONTRACTOR TO SUBMIT DESIGN LOAD SIZING PER FINAL LAYOUT. 3.THE PIPE OR CONDUIT LOADS ON THE TRAPEZE SYSTEM SHOULD BE RELATIVELY UNIFORM AND SYMMETRICAL ALONG THE LENGTH OF THE MEMBER. LON G I T U D I N A L B R A C E 1/2" ALL THREAD ROD SIZE AS REQUIRED COORDINATE FINAL TRAPEZE LENGTH CO O R D I N A T E 45 ° HOLDRITE ACOUSTICAL PIPE SUPPORT NOTE: 1.DETAIL IS FOR COORDINATION ONLY, COORDINATE FINAL PIPE ROUTING WITH GENERAL CONTRACTOR AND SUBMIT SHOP DRAWING FOR FINAL DESIGN APPROVAL TO BUILDING STRUCTURAL ENGINEER. 2.THE PIPE OR CONDUIT LOADS ON THE UNI-STRUT SYSTEM SHOULD BE RELATIVELY UNIFORM AND SYMMETRICAL ALONG THE LENGTH OF THE MEMBER. 2-1/2 S U C T I O N 1" C O L D W A T E R 2-1/2 S U C T I O N 2-1/2 R E T U R N COORDINATE PENETRATION WITH BUILDING STRUCTURAL ENGINEER, SEE DETAIL 5 ON THIS SHEET MOUNTING HARDWARE ON STRUCTURAL DECK POOL PLUMBING PER PLAN SECURE PIPING TO MOUNTING HARDWARE SEE PIPING PLAN FOR VAULT PENETRATION LOCATIONS DECK MOUNTING HARDWARE 45° POOL PIPE AS NEEDED OVER PLUMBING LINES POOL VAULT PER STRUCTURAL BOTTOM OF SLAB LEVER-OPERATED BUTTERFLY VALVE TRUE UNION BALL VALVE GCFI POWER FLOW METER SOLENOID BACKFLOW PREVENTOR UNDERWATER LIGHT SCHEMATIC LEGEND CHECK VALVE PIPE CAP TEMPERATURE SENSOR NEUTRALIZER VACUUM RELIEF VALVE 2-WAY MULTIPORT VALVE PRESSURE / VACUUM GAGUE 3-WAY MULTIPORT VALVE WALL INLET SYSTEM TRUNK: 3" PVC, 150 GPM @ 7.3 FPS LOOP: 2.5" PVC, 75 GPM @ 5.7 FPS RISERS: 1.5" PVC, 25 GPM @ 4.6 FPS(QTY. 6) Scale: N.T.S. POOL - CIRCULATION SYSTEM (SCHEMATIC)9 Scale: NTS SPA - CIRCULATION SYSTEM (SCHEMATIC)10 Scale: 1-1/2" = 1' VAULT PIPE PENETRATIONS4Scale: 1" = 1' PLASTIC PIPE THROUGH FIRE RATED WALL2Scale: NTS PLASTIC PIPE THROUGH CONCRETE FLOOR1 Scale: NTS CONCRETE PIPE FLANGES (SECTION)3 Scale:3/4"= 1 FT. PIPE ROUTING (SECTION)6Scale: NTS PIPE HANGERS (SCHEMATIC)5 Scale: NTS PIPE & CONDUIT ROUTING (ISOMETRIC)8Scale: NTS SLAB MOUNTED PIPE ROUTING (SECTION)7 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-505CC Jun 04, 2024 1/7/25 Scale: N.T.S. INTELLICENTER SCHEMATIC1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA BI M 3 6 0 : / / 0 0 7 . 3 7 5 7 . 0 0 0 - C a r i b o u I n d u s t r i e s - 3 r d & B r o a d w a y / 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 07.3757.000 3rd & Broadway 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 07/11/2022 Reissue for Plan Check C 06/17/2024 REVISION TO PERMIT R1-SP-506 C Jun 04, 2024 1/7/25 ________________________ 3707 W Garden Grove Blvd, Suite 100 Orange, CA 92868 ________________________ PLAN CHECK ROUTING SHEET INFORMATION DRT SECTION: Client Name:City of Santa Ana Client ID:SNTANA-B Project No:4410150 Submittal No:2 Due Date:11/7/2024 City Project No:101120329 Job Address:301 N Broadway Description:REVISION TO APPROVED CSG# 4209364- Associated with 101120329 (BLDG), 20183587 (ELEC), 30147597 (PLMB), 40139372 (MECH)- 3rd & Broadway-New Mixed-Use Building- TI for the apartments and interior amenities associated with 101107992, 101107990, 101107993; in conjunction with 20176434 (E), 30144552 (P), 40136842 (M) Contact Person:Michael Harrah Valuation:0 Phone:714-920-4090 EMail:mfh@caribouind.com; Sergio_Rivas@gensler.com SCANNER SECTION: Scanner:____________________ Digital ____Set of Plans Email/DropBox ____Set of Structural Calculations ____Set of Energy Calculations (Conservation - Title 24) ____Copy of Soils Reports (Geotechnical) ____Copy of Geotechnical Addendum ____Spec Books (Project Manual) ____Special Inspection & Testing Schedule ____Trusses ____Greenpoint Rated Checklist ____Response to Comments ____Others __________________________________________________ PLAN CHECKER SECTION: Building PC:Eric Haghani Date:Hours:QC:Date:Hours: Struct.PC:Date:Hours:QC:Date:Hours: Accessibility PC:Date:Hours:QC:Date:Hours: PME PC:Date:Hours:QC:Date:Hours: Plumbing PC:Date:Hours:QC:Date:Hours: Mechanical PC:Date:Hours:QC:Date:Hours: Electrical PC:Date:Hours:QC:Date:Hours: Green Building PC:Date:Hours:QC:Date:Hours: Civil PC:Date:Hours:QC:Date:Hours: Billable Hourly Plan Check Bill Through Timecard MP 1 1 4675 Macarthur Court, Suite 100 Telephone 949.260.8540 Newport Beach CA 92660 USA September 27, 2024 Eric Haghani CSG Consultants Inc. 3707 W. Garden Grove Blvd. Suite 100 Orange, CA 92868 Subject: Plan Review Correction List CSG Number: 4410150 Agency Plan Check Number: B-101120329 Project Name: 3rd & Broadway Promenade Project Address: 301 N Broadway Dear Eric Haghani: Please see the enclosed Architectural Drawings, which have been modified to reflect the additional notation required by the Plan Review Correction List. Please do not hesitate to contact us at (949) 260-8540 if you should have any questions regarding our responses. Plan check revisions have been clouded and identified as Delta D. ARCHITECTURAL COMMENTS Item # Plan Check Correction Response 1 REMINDER - Final Plans: a. Final drawings and calculations shall be stamped and signed by the respective Registered Design Professional and shall include the date of signing below the stamp. Digital stamps and signatures must be noted as such on the plan. (Business & Professions Code 5536.1, 5802, & 6735). Noted b. Final Set: Please make sure that all the sheets in the set correspond with the SHEET INDEX and that all notes/detail references are correct & applicable. Noted 2 Additional comments: a. Please see comments for the Core & Shell (City# 101107790, CSG# 4410132). Core & Shell comments are addressed and resubmitted. b. Plumbing/Mechanical/Electrical are under separate review & cover. Noted 3 Please check with the City & confirm that the project can be under the 2019 code editions (update to the 2022 code editions may be required). This submittal is a revision to the approved permit set under the 2019 code cycle and shares the same permit number. Since this revision is submitted under the same permit number, the same 301 N Broadway – Plan Check Response September 20, 2024 –Page 2 code cycle has been adopted, as discussed with the City in prior conversations with the client. 4 Please obtain approval from OCFA for: a. The fire service access elevator shall comply with CBC Section 403.6 and Section 3007. Please show/verify compliance. Noted. OCFA will be under separate submission. b. Standpipe system per CBC 905.3 & 403.4.3 c. Smoke detection system per CBC 403.4.1. d. Emergency voice/alarm communication system complying CBC 907.5.2.2 & 403.4.4. e. Secondary water supply for fire sprinkler system per CBC 403.3. f. Lobbies per 3007.6.4. 5 Please confirm that the fire service access elevators are designed for the appropriate load (minimum 3,500 lbs.). CBC 403.6.1. The two fire service access elevators in the west core are the Mitsubishi Diamond Trac System, each with a 4,000 lbs capacity, which exceeds the minimum 3,500 lbs requirement specified in CBC 403.6.1. 6 Fire Master Plan: Please include all subsequent addendums (such as the rear alley analysis dated July 31, 2019, if still applicable) and paste onto the plans. The most recent Fire Master Plan, dated November 22, 2022, is included in the separate permit for the Residential Tower’s Core & Shell, on sheet R1.LS1.002. 7 Sheet R2.10.031 – Door Schedule: Please complete the fire- rating of the doors. Please refer to the updated door schedule on sheet R2.I0.031. The door located at the rated wall will be included in the core and shell documentation. The tenant improvement (TI) scope will cover only the interior unit doors and the interior amenity door on levels 6 and 7, which do not require fire rating. Any doors that are not tagged on the construction plan or enlarged unit plan will be considered part of the core and shell documentation and will undergo a separate permit review. 8 Doors: a. Continuation of Comment 7 above: Please confirm Please see the response to item #7 above. The tenant 301 N Broadway – Plan Check Response September 20, 2024 –Page 3 the hourly rate of the fire-rated door (opening protection) and the opening force for the doors from the Corridor R07J11A accessing the common toilet (R07H12C) and Fitness Studio (R07J13) – See also 1-fr. Fire-partition on Sheet R2.LS1.107. Please see Sheets R2.I5.175, R2.I5.177, etc. improvement (TI) scope will cover only the interior unit doors and the interior amenity door on levels 6 and 7, which do not require fire rating. For further details, please refer to the updated door schedule on sheet R2.I0.031. 9 Please provide the equipment layout at Fitness/Spin Room. At least one of each type of exercise machine and equipment shall comply with Section 11B-1004. (11B-236.1) Refer to the fitness equipment layout and ADA clearance provided on the enlarged fitness center plan 01 / R2.I5.175. 10 Toilet compartment: a. Side opening doors: When located at the side of a toilet compartment, the toilet compartment door opening shall provide a clear width of 34 inches (864 mm) minimum. (CBC 11B-604.8.1.2, Exception) – See Sheets R2.I5.173, R2.I5.177, etc. Updated ADA toilet compartment door opening to be a minimum 34” clear opening. Refer to the clouded dimension on the enlarged restroom plan 01 / R2.I5.173. (End of Architectural Plan Check Response) Volume 1 - Basis of Design 3rd & Broadway Santa Ana, CA Prepared For Caribou Industries 1103 North Broadway Santa Ana, CA 92701 Phone: 714.543.9484 Prepared By Thornton Tomasetti Inc. 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017 Phone: 213.330.7000 Date Rev No Modification / Purpose of Issue 09/21/2021 0 STRUCTURAL PERMIT 12/10/2021 1 REISSUE FOR PLAN CHECK 06/17/2024 2 RESIDENTIAL BUILDING REVISION TO PERMIT EXP: 03-31-25 11/12/2024 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 2 TABLE OF CONTENTS 1.0 INTRODUCTION .............................................................................................................................................. 4 1.1 PROJECT DESCRIPTION ........................................................................................................................... 5 1.2 SUPERSTRUCTURE AND FOUNDATION SYSTEMS OVERVIEW ............................................................ 6 2.0 BASIS OF DESIGN .......................................................................................................................................... 9 2.1 BUILDING CODES AND REFERENCES ................................................................................................... 10 2.2 STRUCTURAL MATERIALS ...................................................................................................................... 11 2.3 LOAD COMBINATIONS ............................................................................................................................. 13 2.3.1 GRAVITY LOAD COMBINATIONS ........................................................................................................ 14 2.3.2 WIND LOAD COMBINATIONS .............................................................................................................. 15 2.3.3 SEISMIC LOAD COMBINATIONS ......................................................................................................... 16 2.3.4 SERVICE LOAD COMBINATIONS ........................................................................................................ 17 2.4 GRAVITY LOADING ................................................................................................................................... 18 2.5 WIND LOADING ......................................................................................................................................... 22 2.6 SEISMIC LOADING .................................................................................................................................... 26 2.6.1 GEOTECHNICAL INFORMATION ......................................................................................................... 26 2.6.2 SITE SPECIFIC RESPONSE SPECTRUM ............................................................................................ 27 2.6.3 SEISMIC CRITERIA ............................................................................................................................... 29 2.7 GEOTECHNICAL CRITERIA ...................................................................................................................... 35 2.7.1 FOUNDATION DESIGN METHODOLOGY ............................................................................................ 35 2.7.2 BELOW-GRADE AND RETAINING WALLS .......................................................................................... 35 2.7.3 GROUNDWATER .................................................................................................................................. 35 2.7.4 SETTLEMENT........................................................................................................................................ 35 2.8 STRUCTURAL ACCEPTANCE CRITERIA ................................................................................................ 36 2.8.1 FLOOR FINISH ...................................................................................................................................... 38 2.8.2 CLADDING SYSTEM ............................................................................................................................. 38 2.9 DESIGN AND ANALYSIS SOFTWARE...................................................................................................... 39 3.0 APPENDIX ...................................................................................................................................................... 40 3.1 GEOTECHNICAL REPORT ....................................................................................................................... 41 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 3 BASIS OF DESIGN VOLUME 1 3rd & Broadway Santa Ana, California 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 4 1.0 INTRODUCTION 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 5 1.1 PROJECT DESCRIPTION 3rd & Broadway is a new two-building project located in Santa Ana, California. The scope of this project includes two parcels. Parcel 1 includes the Residential (West) Tower. Parcel 2 includes the Hotel (East) Tower. The Residential Tower is approximately 170 feet tall and contains approximately 171 rental apartments and 444 parking spaces in 15 above-grade stories and one basement level, as well as ground floor retail space. The Hotel Tower is approximately 128 feet tall and contains approximately 75 hotel rooms in 10 above-grade stories and 83 parking spaces using stackers. A one-story deep basement ‘podium’ runs under both parcels, and under Sycamore Street located between the towers. Representative architectural illustrations are included below to depict the design intent of the project. Figure 1.1-1: Architectural Rendering 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 6 1.2 SUPERSTRUCTURE AND FOUNDATION SYSTEMS OVERVIEW The structural design follows a prescriptive design approach as defined in the building code. The project uses similar structural systems for the Residential Building and the Hotel Building. Lateral stability for the Residential Building is provided by two cores composed of special reinforced concrete shear walls with coupling beams. Typical floor levels are post-tensioned reinforced concrete slabs to minimize slab thickness, supported by concrete gravity columns. Lateral stability of the Hotel Building is provided by a core of special shear walls, with one additional special concrete shear wall provided at the Hotel tower South face and a second shear wall at the East perimeter of the expanded floor plates at the first few floors above grade. The ground floor slab under each tower and Sycamore Street, and the one-story below-grade basement ‘podium’ are reinforced concrete construction. Main structural components are listed in the summary Table 1.2-1. Diagrammatic graphics highlight the division between the Residential Building and Hotel Building in Figures 1.2-1 and 1.2-2. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 7 Table 1.2-1- Structural Systems Overview Element Description Foundations Mat foundation with four thicknesses, 3’-0”, 4’-0”, 4’-6” and 7’-6”. Shear walls For the Residential building, Hotel building and Podium, 18 inch to 28 inch thick special reinforced concrete shear walls. Columns Reinforced concrete columns of varying dimensions typically ranging from 20”x20” to 30”x52”. Floor Framing 8 inch thick post-tensioned slab for typical parking, residential and hotel levels. 10 inch to 16 inch thick two-way concrete flat slab for ground floor ‘podium’ and special roof areas. 16 inch thick two-way flat slab under Sycamore roadway 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 8 Figure 1.2-1: Project Plan Overview Figure 1.2-2: Project Section 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 9 2.0 BASIS OF DESIGN 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 10 2.1 BUILDING CODES AND REFERENCES • CBC 2019 California Building Code • ASCE 7-16 Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, 2016 Edition • ACI 318-14 Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, 2014 Edition • AISC 360-16 American Institute of Steel Construction (AISC) Manual of Steel Construction, LRFD 15th Edition • AISC 341-2016 American Institute of Steel Construction Seismic Provisions for Structural Steel Buildings • TMS 402-2016 Building Code Requirement and Specification for Masonry Structures • Geotechnical Report by Leighton and Associates, INC. dated September 16, 2021. (Leighton Project N0. 13227.001) 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 11 2.2 STRUCTURAL MATERIALS The materials used in the analysis and design are as follows: Table 2.2-1- Concrete Properties Member Specified Concrete Strength* f’c (ksi) Mat Foundations 5.0 Foundation Wall, Pilasters 5.0 Non-shrink Grout 8.0 Slab On Grade, Concrete Curbs 4.0 Lightweight Concrete on Metal Deck 4.0 Formed Concrete Slabs and Beams 5.75 Concrete Housekeeping Pads and Filled Slabs 4.0 Columns (See Drawings) 6.0 - 8.0 Concrete Shear Walls and Core Walls 8.0 *28-day cylinder strength, unless noted otherwise. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 12 Table 2.2-2- Reinforcement Properties Standard Specified Yield Strength (ksi) ASTM 615 Grade 60 (non-seismic) 60 ASTM A706 Grade 60 60 ASTM A615 Grade 75/80 (Collector bars, boundary zone ties) 75 / 80 ASTM A416 Grade 270 (Post tensioning tendons) 270 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 13 2.3 LOAD COMBINATIONS The following notations are used throughout this section: Table 2.3-1- Load Cases Notation Load Case D Dead Load L Live Load Lr Roof Live Load Lexp Expected Service Live Load S Snow Load E Earthquake Load H Earth Pressure Load W Wind Load R Load due to initial rainwater T Self-strain load (differential shortening and settlement effects) 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 14 2.3.1 GRAVITY LOAD COMBINATIONS The gravity load combinations follow the strength design load combination listed in ASCE 7 -16 Chapter 2. Table 2.3-2- Gravity Load Combinations Notation Load Combination Reference LC1 1.4D ASCE 7-16 2.3.1 LC2 1.2D + 1.6L + 0.5(Lr or S or R) ASCE 7-16 2.3.1 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 15 2.3.2 WIND LOAD COMBINATIONS The wind load combinations follow the strength design load combination listed in ASCE 7-16 Chapter 2. Table 2.3-3- Wind Load Combinations Notation Load Combination Reference LC3 1.2D + 1.6(Lr or S or R) + (0.5L or 0.5W) 1 ASCE 7-16 2.3.1 LC4 1.2D + 1.0W + 0.5L + 0.5(Lr or S or R) 1 ASCE 7-16 2.3.1 LC5 0.9D ± 1.0W ASCE 7-16 2.3.1 1 The load factor on L in these equations shall be 1.0 for garages, places of public assembly and all areas where the live load exceeds 100 psf. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 16 2.3.3 SEISMIC LOAD COMBINATIONS The seismic load combinations follow the design load combination listed in ASCE 7 -16 Chapter 12. The design level earthquake event is analyzed using a modal response spectrum analysis with accidental torsion. The analysis includes enough modes to achieve a modal mass participation factor of at least 90 percent in each orthogonal direction. Table 2.3-4 - Earthquake Load Combinations Notation Load Combination Reference LC6 (1.2 + 0.2Sds)D + ρ(1.0Ex + 0.3Ey) + 0.5L ASCE 7-16 2.3.6 LC6b (1.2 + 0.2Sds)D + ρ(1.0Ex - 0.3Ey) + 0.5L ASCE 7-16 2.3.6 LC7 (0.9 – 0.2Sds)D + ρ(1.0Ex + 0.3Ey) + 1.6H ASCE 7-16 2.3.6 LC7b (0.9 – 0.2Sds)D + ρ(1.0Ex - 0.3Ey) + 1.6H ASCE 7-16 2.3.6 Load combinations are presented here with only +1Ex and +0.3Ey factors for clarity. Actual load combinations include reversal of directions and swapped factors, or 8 actual cases for each LC. D = Dead load L = Unreduced live load Ex = X-direction earthquake loading Ey = Y-direction earthquake loading H= Lateral earth pressure Sds= 1.177 (see geotechnical report) ρ = 1.0 (Redundancy factor) 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 17 2.3.4 SERVICE LOAD COMBINATIONS The below load combinations are used for soil-structure interaction design. Table 2.3-5 - Alternative load combo from CBC 2019 Notation Load Combination Reference AltASD1 1.0D + 1.0L CBC 2019 AltASD5 1.0D + 0.7(Ex + 0.3Ey) + 1.0L CBC 2019 AltASD5b 1.0D + 0.7(Ey + 0.3Ex) + 1.0L CBC 2019 AltASD6 0.9D + 0.7(Ex + 0.3Ey) CBC 2019 AltASD6b 0.9D + 0.7(Ey + 0.3Ex) CBC 2019 Load combinations are presented here with only +1Ex and +0.3Ey factors for clarity. Actual load combinations include reversal of directions and swapped factors, or 8 actual cases for each LC. D = Dead load L = Unreduced live load Ex = X-direction earthquake loading Ey = Y-direction earthquake loading H = Horizontal Lateral Soil Pressure Sds= 1.177 (see geotechnical report) ρ = 1.0 (Redundancy factor) 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 18 GRAVITY LOADING A summary of the project-specific gravity loading criteria follows: The following loads are in addition to the self-weight of the structure. The minimum loading requirements have been taken from Table 4.3-1 in ASCE 7-16 with some minor increases based on past project experience. Live loads are reduced where permitted in accordance w ith the Section 4.7 of ASCE 7-16. Loads are given in pounds-per-square-foot (psf). 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 19 Table 0-1- Gravity Loads at Residential Building 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 20 Table 0-2 - Gravity Loads at Hotel Building 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 21 In addition to these uniform slab loads, a perimeter dead load is applied to the structure to account for the weight of the cladding system. Floors shall also be designed for concentrated loads for parking stackers at level 1 per drawing sheet H1.S0.15. 1 ASCE 7-16 section 4.3.2 requires a minimum partition load of 15psf where specified live load does not exceed 80psf. Table 0-3- Cladding Loads Load Type Load Exterior Cladding (curtain wall) 20 psf (wall area) Exterior Cladding (Porcelain panelized rain screen) 40 psf (wall area) Exterior Cladding (Metal panel) 20 psf (wall area) Exterior Cladding (Brick/Tile finish) 40 psf (wall area) 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 22 2.4 WIND LOADING Wind loading is in accordance with ASCE 7-16 requirements. Table 2.4-1- Wind Design Criteria Parameter Value Basic Wind Speed 96 mph Exposure C Directionality Factor 0.85 Enclosure Classification Enclosed Topographic Factor 1.0 Internal Pressure Coefficient 0.18 Gust Effect Factor 0.85 Velocity Pressure Coefficient Varies per height according to the building code Mean Roof Height (h) Residential building: 170 ft Hotel building: 129.5 ft 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 23 Table 2.4-2– Wind Pressures Wind X direction at Residential BuildingError! Not a valid link. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 24 Wind Y direction at Residential Building Error! Not a valid link. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 25 Wind X direction at Hotel Building Error! Not a valid link. Wind Y direction at Hotel Building Story Height Kz qz Net Pressure ft (psf) (psf) L11 129 1.36 27.25 25.96 L10 112 1.32 26.52 26.03 L09 100.5 1.29 25.98 25.09 L08 89 1.27 25.39 24.69 L07 77.5 1.23 24.75 24.25 L06 66 1.20 24.03 23.77 L05 54.5 1.16 23.23 23.22 L04 43 1.11 22.30 22.59 L03 31.5 1.06 21.21 25.48 L02 20 0.99 19.84 24.05 L01 0 0.85 17.03 22.63 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 26 2.5 SEISMIC LOADING 2.5.1 GEOTECHNICAL INFORMATION The site is underlain by a mantle of undocumented artificial fill materials overlaying Quaternary- aged young alluvial fan deposits. The artificial fill encounter in Leighton’s boring is about 2 feet in thickness. The fill consists primarily of silty sand and clay. Below the artificial fill, alluvial sediments consist of silty sand and clay were encountered to the maximum depth explored (76 ½ feet bgs). The proposed building will be supported on a mat foundation bearing in undisturbed natural soils. The site is located in a seismically active region. The principal seismic hazard to the site is ground shaking resulting from an earthquake occurring along any of several major active and potentially active faults in southern California. The liquefaction potential of soil underlying the site was also evaluated by Leighton. The site is not located within an area that has been identified by the State of California as being potentially susceptible to liquefaction. Furthermore, ground water was not encountered during the subsurface exploration to the total depth of 76 ½ feet and historically high groundwater table in the area is deeper than 40 feet. Therefore, in Leighton’s opinion, the potential for liquefaction occurring at the site was low. See the geotechnical report for additional information. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 27 2.5.2 SITE SPECIFIC RESPONSE SPECTRUM Figure 2.5-1- Site-Specific Response Spectrum 0 0.2 0.4 0.6 0.8 1 1.2 1.4 0 2 4 6 8 10 12 Ac c e l e r a t i o n ( g ) Period (second) RS-SITE REPORT DBE 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 28 Table 2.5-1- Site Specific 2019 CBC Seismic Design Parameters Note: Table referenced from Page 22 of the geotechnical report date Sep 16, 2021 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 29 2.5.3 SEISMIC CRITERIA 2.5.3.1 RESIDENTIAL BUILDING The structural (seismic) design for the Residential building is based on modal response spectrum analysis. A model of Residential building is constructed in ETABS. Note that modeling a portion of the basement with an ‘open end’ conservatively minimizes any helpful backstay effect from the basement and L1 slab. In ETABS the parking ramps are simplified as flat floors aligned at the upper most slab elevation, which ensures maximum acceleration and delivers all seismic load to the core rather than allowing the ramps to provide potentially fictious bracing. The defined building mass, material properties, and geometry of the structure contribute to a calculated set of periods and shapes for 30 modes using Ritz-vectors analysis, where the number of modes analyzed must result in a mass participation ratio greater than 90%. The site -specific response spectrum function shown in Figure 2.6-1 is defined and applied to the model in two orthogonal directions as response spectrum load cases. Along with a scale factor inversely proportional to the response modification factor R/I, this produces applied story shears and an overall base shear. Response spectrum forces must be scaled per ASCE 7-16 section 12.9.1.4, which stipulates that the response spectrum base shear must be scaled up to 1.0 times the equivalent lateral force procedure base shear for strength design purposes. Calculations of the equivalent lateral force procedure base shear and subsequent response spectrum base shear are shown below. A more detailed description of the ETABS models is also shown in Volume 2 Section 4.2. Figure 2.5-2: ETABS 3D View for Residential building. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 30 Table 2.5-2– Seismic Design Parameters – Residential building Parameter Value Occupancy Category II Importance Factor 1 Site Class D Sds 1.177 Sd1 0.736 Seismic Design Category D Lateral Resisting System Special Reinforced Concrete Shear Walls Building Mode T1 (Translational) 1.799 sec Building Mode T2 (Translational) 1.496 sec Building Mode T3 (Torsional) 1.307 sec Response Modification Coefficient, R 5 System Overstrength Factor, Ωo 2.5 Deflection Amplification, Cd 5 Seismic Coefficient, Cs 0.105 Seismic Weight, W 65,010 kips Equivalent Lateral Force Base Shear 6,855 kips Response Spectrum Base Shear 6,855 kips 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 31 Parameters Sds and Sd1 provided in Table 2.6.2 Sds= 1.177 Sd1= 0.736 Equivalent Lateral Force Procedure Base Shear: V = W*Cs Cs = Sds/(R/I) = 0.235 Csmax = Sd1/(T*R/I) = 0.105 Csmin = 0.044*Sds*I = 0.052 ➔ Cs = 0.105 Seismic Weight W = 65,010 kips V = 65,010*0.105 ➔ V = 6,855 kips Response Spectrum Base Shear: V = 1.0*Velf = 1.0*6,855 ➔ V = 6,855 kips 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 32 2.5.3.2 HOTEL BUILDING The structural (seismic) design for the Hotel tower is based on modal response spectrum analysis. A model of the Hotel with its portion of the basement ‘podium’ is constructed in ETABS. Note that modeling this portion of the basement with an ‘open end’ conservatively minimizes any helpful backstay effect from the basement and L1 slab. The defined building mass, material properties, and geometry of the structure contribute to a calculated set of periods and shapes for 30 modes using Ritz-vectors analysis, where the number of modes analyzed must result in a mass participation ratio greater than 90%. The site -specific response spectrum function shown in Table 2.6.2-2 is defined and applied to the model in two orthogonal directions as response spectrum load cases. Along with a scale factor inversely proportional to the response modification factor R/I, this produces applied story shears and an overall base shear. Response spectrum forces must be scaled per ASCE 7 -16 section 12.9.1.4, which stipulates that the response spectrum base shear must be scaled up to 1.0 times the equivalent lateral force procedure base shear for strength design purposes. Calculations of the equivalent lateral force procedure base shear and subsequent response spectrum base shear are shown below. A more detailed description of the ETABS models is also shown in Volume 2 Section 4.2. Figure 2.5-3: ETABS 3D View for Hotel building 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 33 Table 2.5-3– Seismic Design Parameters – Hotel building Parameter Value Occupancy Category II Importance Factor 1.00 Site Class D Sds 1.177 Sd1 0.736 Seismic Design Category D Lateral Resisting System Special Reinforced Concrete Shear Walls Building Mode T1 (Translational) 1.346 sec Building Mode T2 (Translational) 1.182 sec Building Mode T3 (Torsional) 0.833 sec Response Modification Coefficient, R 5.0 System Overstrength Factor, Ωo 2.5 Deflection Amplification, Cd 5.0 Seismic Coefficient, Cs 0.1373 Seismic Weight, W 18,968 kips Equivalent Lateral Force Base Shear 2,605 kips Response Spectrum Base Shear 2,605 kips 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 34 Parameters Sds and Sd1 provided in Table 2.6.2-1 Sds= 1.177 Sd1= 0.736 Equivalent Lateral Force Procedure Base Shear: V = W*Cs Cs = Sds/(R/I) = 0.235 Csmax = Sd1/(T*R/I) = 0.1373 Csmin = 0.044*Sds*I = 0.044*1.000*1.0 = 0.052 ➔ Cs = 0.137 Seismic Weight W = 17,641 kips V = 18,968*0.1373 ➔ V = 2,605 kips Response Spectrum Base Shear: V = 1.0*Velf = 1.0*2,605 ➔ V = 2,605 kips 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 35 2.6 GEOTECHNICAL CRITERIA 2.6.1 FOUNDATION DESIGN METHODOLOGY The soil bearing capacities for permanent and short -term loading are provided in the geotechnical report for mat foundations. Service-level seismic loads are obtained by applying a 0.7 factor to the design level seismic loads. 2.6.2 BELOW-GRADE AND RETAINING WALLS Per the geotechnical report, it is recommended to design the basement wall the more critical of two conditions. 1) At-rest pressure using an equivalent fluid weight of 60 pcf (triangular distribution); 2) Active pressure using an equivalent fluid weight of 40 pcf (triangular distribution) plus a seismic increment of 15pcf (triangular distribution). When traffic loads are expected within 10 feet of the walls, an additional design load of 100 psf should be applied to the upper 10 feet of the wall. 2.6.3 GROUNDWATER Per the geotechnical report, a groundwater elevation no closer than 40 feet below ground surface was historically reported by CGS. However, no ground water was only encountered at a depth of 76.5 feet b.g.s. during Leighton’s initial test boring investigation. 2.6.4 SETTLEMENT Per the geotechnical report, the static settlement of the proposed foundation supported on mat foundations are anticipated to settle 2 inch or less. Differential settlement is expected to be about 1 inch over a 30-foot horizontal distance. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 36 2.7 STRUCTURAL ACCEPTANCE CRITERIA The following section summarizes the performance acceptance criteria utilized in the analysis and design: Table 2.7-1: Performance Acceptance Criteria Item Value Gravity Loading Structural slabs Permanent (long-term) dead load and live load deflection in the center of a typical bay is expected to be approximately 3/4 inches or less. Elevator structural supports Elevator structural supports shall be designed within limits of deflection prescribed by ANSI A17.1. Service-Level Wind Events Service-Level Wind Events Building drift (10-year return period) Total building height H/400. Service-Level Seismic Events Building drift (10-year return period) Total building height H/400. Story drifts (10-year return period) The lesser of 0.5% of the story height, or ¾” 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 37 Table 2.7-2: Performance Acceptance Criteria Design-Level Wind Event Shear wall coupling beams DCR limited to 1.0. DCR calculated using code-specific phi-factors and specified material strength. Shear wall flexure DCR limited to 1.0. DCR calculated using code- specified phi-factors and specified material strength. Wall shear strength DCR limited to 1.0. DCR calculated using code- specified phi-factors and specified material strength. Foundations DCR limited to 1.0. DCR calculated using code- specified phi-factors and specified material strength. Diaphragms, chords, and collectors DCR limited to 1.0. DCR calculated using code- specified phi-factors and specified material strength. Design-Level Earthquake Event Story drift (maximum inelastic response displacement, ΔM) 2.0 percent. Shear wall coupling beams DCR limited to 1.0. DCR calculated using code-specific phi-factors and specified material strength. Shear wall flexure DCR limited to 1.0. DCR calculated using code-specific phi-factors and specified material strength. Wall shear strength DCR limited to 1.0. DCR calculated using code-specific phi-factors and specified material strength. Foundations DCR limited to 1.0. DCR calculated using code-specific phi-factors and specified material strength. Diaphragms, chords, and collectors DCR limited to 1.0. DCR calculated using code-specific phi-factors and specified material strength. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 38 2.7.1 FLOOR FINISH Floor flatness and levelness are specified using industry “F” numbers. F f indicates the degree of floor flatness, a measure of a floor’s local surface bumpiness that is controlled mainly by the type and degree of finishing used. Fl indicates the degree of floor levelness, a measure of a floor’s conformance to the specified design elevations, which is controlled mainly by the type and amount of forming and strike off used. It is recommended that a standard Ff number of 25 be specified. This degree of flatness is consistent with industry practice for floor systems supporting the program areas contained within the project. 2.7.2 CLADDING SYSTEM The joints at each level of the curtain wall shall be able to accommodate the following building movements (after installation is complete): • Up or down: 3/4 inch • Horizontal story drift: 2% of story height An allowance shall be made in the curtain wall connection to allow for installation tolerances. The final connection shall be reviewed by the Structural Engineer of Record for general conformance with the anticipated building movements. 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 39 2.8 DESIGN AND ANALYSIS SOFTWARE The following software is utilized in the analysis and design of the structure: Table 2.8-1- Structural Analysis Software Software Structural Analysis CSI ETABS version 21.2.0 Elastic Response Spectrum Analysis SP Column version 6.0 Concrete Shear Wall Design, Concrete Column Design CSI SAFE version 21.02 Concrete Slab Analysis and Design Bentley RAM Concept V8i Post-Tensioned Slab Analysis and Design 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 40 3.0 APPENDIX 3rd & Broadway, Santa Ana, CA Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 pg. 41 3.1 GEOTECHNICAL REPORT Volume 2 - Structural Calculations 3rd & Broadway Santa Ana, CA Prepared For Caribou Industries 1103 North Broadway Santa Ana, CA 92701 Phone: 714.543.9484 Prepared By Thornton Tomasetti Inc. 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017 Phone: 213.330.7000 Date Rev No Modification / Purpose of Issue 09/21/2021 0 STRUCTURAL PERMIT 12/10/2021 1 REISSUE FOR PLAN CHECK 06/17/2024 2 RESIDENTIAL BUILDING REVISION TO PERMIT EXP: 03-31-25 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 2 TABLE OF CONTENTS 4.0 ETABS MODELS ............................................................................................................................................. 5 4.1 INTRODUCTION .......................................................................................................................................... 6 4.2 DESCRIPTION OF THE ETABS MODELS .................................................................................................. 7 4.2.1 MODEL STIFFNESS .............................................................................................................................. 25 4.2.2 MASS AND GRAVITY LOADING ........................................................................................................... 26 4.2.3 DETERMINATION OF THE MODAL PERIODS OF STRUCTURE ........................................................ 27 4.2.4 ETABS MODEL INPUT FILES ............................................................................................................... 37 4.2.5 ETABS WIND VS SEISMIC RESPONSE ............................................................................................... 38 4.3 VERIFICATION OF BUILDING WEIGHT AS REPORTED BY ETABS (HAND VERIFICATION) ............... 43 4.4 ETABS RESULTS: VERIFICATION OF HORIZONTAL IRREGULARITIES ............................................... 48 4.4.1 REDUNDANCY CHECK FOR RESIDENTIAL BUILDING AND HOTEL BUILDING .............................. 49 4.4.2 TORSIONAL IRREGULARITY CHECK .................................................................................................. 50 4.4.3 ASCE 7-16 BUILDING HEIGHT INCREASE ALLOWANCE CHECK ..................................................... 54 4.5 ETABS RESULTS: VERIFICATION OF VERTICAL IRREGULARITIES .................................................... 57 4.6 ETABS RESULTS: VERIFICATION OF BUILDING DRIFT ........................................................................ 58 4.6.1 RESIDENTIAL BUILDING ...................................................................................................................... 59 4.6.2 HOTEL BUILDING ................................................................................................................................. 64 4.7 ETABS RESULTS: SUMMARY OF WALL SHEAR STRESSES (FOR REFERENCE ONLY) ................... 68 4.7.1 RESIDENTIAL BUILDING ...................................................................................................................... 69 4.7.2 HOTEL BUILDING ................................................................................................................................. 73 4.8 ETABS RESULTS: SUMMARY OF COUPLING BEAM SHEAR STRESSES (FOR REFERENCE ONLY)76 4.8.1 DESIGN PROCEDURE .......................................................................................................................... 76 4.8.2 COUPLING BEAM DESIGN – RESIDENTIAL BUILDING ..................................................................... 78 4.8.3 COUPLING BEAM DESIGN – HOTEL BUILDING ................................................................................. 80 5.0 FOUNDATION DESIGN ................................................................................................................................. 82 5.1 INTRODUCTION ........................................................................................................................................ 83 5.2 SOIL BEARING PRESSURE ANALYSIS AND SOIL SUBGRADE REACTION ......................................... 84 5.2.1 SOIL SUBGRADE MODULUS ............................................................................................................... 84 5.2.2 SOIL BEARING PRESSURE ................................................................................................................. 85 5.3 MAT FOUNDATION DESIGN ..................................................................................................................... 87 5.3.1 INTRODUCTION .................................................................................................................................... 87 5.3.2 APPLIED LOADING ............................................................................................................................... 88 5.3.3 MAT FOUNDATION DESIGN ................................................................................................................ 92 5.4 BASEMENT WALL DESIGN .................................................................................................................... 135 6.0 APPENDIX .................................................................................................................................................... 143 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 3 6.1 ANALYSIS INPUT - ETABS ..................................................................................................................... 144 6.1.1 ETABS INPUT FILE (RESIDENTIAL) .................................................................................................. 144 6.1.2 ETABS INPUT FILE (HOTEL) .............................................................................................................. 360 6.2 ANALYSIS OUTPUT - ETABS ................................................................................................................. 437 6.2.1 RESIDENTIAL ...................................................................................................................................... 438 6.2.2 HOTEL ................................................................................................................................................. 446 6.3 ANALYSIS INPUT - SAFE ........................................................................................................................ 447 6.3.1 SAFE INPUT FILE (RESIDENTIAL) ..................................................................................................... 447 6.3.2 SAFE INPUT FILE (HOTEL) ................................................................................................................ 530 6.4 ANALYSIS OUTPUT – SAFE ................................................................................................................... 569 6.4.1 SAFE OUTPUT FILE (RESIDENTIAL) ................................................................................................. 569 6.4.2 SAFE OUTPUT FILE (HOTEL) ............................................................................................................ 603 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 4 STRUCTURAL CALCULATIONS VOLUME 2 3rd & Broadway Santa Ana, California 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 5 4.0 ETABS MODELS 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 6 4.1 INTRODUCTION As previously shown in section 2.6.3, two separate ETABS models are created for the Residential building and Hotel building. For both models, the superstructure of each building and the two-story podium are included. The design of the structural gravity and lateral force-resisting systems (LFRS) begins with an elastic analysis of the structure under gravity and Design Basis Earthquake (DBE) loading. The elastic analysis and design for the code-specified gravity, wind, and earthquake forces follows the 2019 California Building Code. The main objectives for the structural analysis are: • To verify that the structural members meet all strength and serviceability acceptance criteria . • To develop the gravity load resisting system including the floor framing, column sizes, and foundation system. • To develop the lateral load resisting system including the structural core walls, coupling beams, diaphragms, and the foundation system. • To verify the overall tower drift is within acceptance criteria. • For the purpose of the foundation permit calculations to establish loading on the foundations. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 7 4.2 DESCRIPTION OF THE ETABS MODELS CSI ETABS (a structural analysis software program) is utilized to analyze the linear elastic response of the structural system for gravity and seismic loading. The ETABS model includes all components which are directly related to the gravity and lateral load resisting systems of the superstructure including the slabs, columns, shear walls, coupling beams, and the floor diaphragms. The diaphragms and shear walls are modeled using shell elements and the diaphragms are modeled using “semi-rigid” properties to accurately capture diaphragm flexibility. The columns and the coupling beams are modeled using frame elements. The top of the foundation (at Level P01) is selected as the seismic base and all structural elements which attach to this level are “pinned” with the translational degrees of freedom (DOF) restrained but rotational DOF unrestrained. The design of the tower structural framing begins with the ETABS linear-elastic structural analysis model which has properties which reflect the overall mass and geometry of the project. The wall thicknesses, core layout, member sizes, and structural properties are established based on the demands from the analysis model in order to meet strength and performance criteria. The core wall dimensions are a function of the shear forces and the flexural demands in the tower. As the design progresses, various core wall thicknesses and core wall layouts were analyzed to most efficiently meet all design criteria while fitting within the architectural program. The coupling beam width always matches the core wall width throughout the height of the tower. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 8 Figure 4.2-1: ETABS 3D View for Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 9 Figure 4.2-2: ETABS Core Wall and Basement Wall 3D View for Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 10 Figure 4.2-3: ETABS Core Wall View for Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 11 Figure 4.2-4: ETABS Plan View for Residential building – Level 01 Figure 4.2-5: ETABS Plan View for Residential building – Level 02 and Level 03 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 12 Figure 4.2-6: ETABS Plan View for Residential building – Level 04 and Level 05 Figure 4.2-7: ETABS Plan View for Residential building – Level 06 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 13 Figure 4.2-8: ETABS Podium Plan View for Residential building – Level 06+ Figure 4.2-9: ETABS Plan View for Residential building – Level 08 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 14 Figure 4.2-10: ETABS Plan View for Residential building – Level 08 to Level 14 Figure 4.2-11: ETABS Plan View for Residential building – Level 15 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 15 Figure 4.2-12: ETABS Plan View for Residential building – Level Roof 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 16 Figure 4.2-13: ETABS 3D View for Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 17 Figure 4.2-14: ETABS Core Wall and Shear Wall 3D View for Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 18 Figure 4.2-15: ETABS Core Wall and Shear Wall 3D View for Hotel building without Basement walls 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 19 Figure 4.2-16: ETABS Plan View for Hotel building - Level 1 Figure 4.2-17: : ETABS Plan View for Hotel building - Level 2 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 20 Figure 4.2-18: : ETABS Plan View for Hotel building - Level 3 Figure 4.2-19: ETABS Plan View for Hotel building - Level 4 to Level 10 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 21 Figure 4.2-20: ETABS Plan View for Hotel building - Roof 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 22 Figure 4.2-21: Project Sign Conventions 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 23 Table 4.2-1: Wall Thickness and Concrete Strength – Residential Building Figure 4.2-22: – Residential Building Shear Wall Plan Level Specified Concrete Strength (28-day) Core Wall (Gird line RJ) Core Wall (Gird line RH) Core Wall (Gird line R15, R14, R11’ and R10) Base – L07 8,000 psi 20 in 28 in 24 in L08 – Upper Roof 8,000 psi 20 in 28 in 20 in 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 24 Table 4.2-2: Wall Thickness and Concrete Strength – Hotel Building Figure 4.2-23: – Hotel building Shear Wall Plan Level Specified Concrete Strength (28-day) Core wall (Gird line H03) Core wall L01 – Roof 8,000 psi 24 in 20 in Level Specified Concrete Strength (28-day) Shear Wall -Y05 L01 – L03 8,000 psi 18in Level Specified Concrete Strength (28-day) Shear Wall -X05 L01 – L10 8,000 psi 18in 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 25 4.2.1 MODEL STIFFNESS The stiffness of each structural component is listed in the table below. These values are determined using the building code guidelines. Table 4.2-3: ETABS Model Stiffness Parameters for DBE Analysis The concrete modulus of elasticity is dependent on the concrete strength and is derived using the formula 57,000√(f’c) per ACI 318-14. Element Serviceability Core Walls Flexural: 0.7 Ig Shear: 1.0 Av Shear Walls Flexural: 0.7 Ig Shear: 1.0 Av Coupling Beams Flexural: 0.35 Ig Shear: 1.0 Av Diaphragms Flexural: 0.25 Ig Shear: 1.0 Av Concrete Columns Flexural: 0.70 Ig Shear: 1.0 Av Axial: 1.0 Ag 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 26 4.2.2 MASS AND GRAVITY LOADING The total weight and mass of each floor level (including the exterior cladding) are calculated within the ETABS model. The self-weight (SW) of the structure is calculated automatically in the analytical model with superimposed dead loads (SDL) added to account for the weight of topping slabs , landscape loads, and other nonstructural components. The seismic mass of the SW and SDL are calculated automatically in the seismic analysis. The live loads (LL) are applied per code requirements. P-Delta effects are automatically calculated. See Section 2 of this report for the gravity loading used at each floor type. The weight of the concrete components is assumed to be 150 pounds per cubic foot (pcf). The cladding load is assumed to be 20 psf (curtain wall, metal panel rainscreen, and fabric screen) and 40 psf (Procelain panelized rain screen, brick/tile finish) for both Residential and Hotel of vertical wall area. The total seismic weight to be considered in the lateral analysis for Residential and Hotel are shown in Section 2 of this report. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 27 4.2.3 DETERMINATION OF THE MODAL PERIODS OF STRUCTURE The analytical model is subjected to a response spectrum which has been generated according to the building code. The analysis proceeds in two stages. The first is a P -Delta analysis which determines the effective stiffness of the structure when loaded. The second stage is a dynamic lateral analysis Ritz Vectors to determine the modal periods which are then used in combination with the response spectra to determine the base shear. This base shear is then scaled to 100% of the static earthquake forces in order to find the final DBE-level response spectrum base shear and member forces. A minimum of approximately 90 percent mass participation is included in each principal orthogonal direction of the structural response. A summary of the primary modes for the DBE analysis are included in the tables below and in the following figures. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 28 Table 4.2-4: ETABS Fundamental Modes – Residential Table 4.2-5: ETABS Fundamental Modes – Hotel Mode Number Mode Description Period (Seconds) 1 X-Direction 1.799 2 Y-Direction 1.496 3 Torsion 1.307 Mode Number Mode Description Period (Seconds) 1 X-Direction 1.346 2 Y-Direction 1.182 3 Torsion 0.833 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 29 Figure 4.2-24: Residential Building Amplified First Mode Shape (X-Direction) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 30 Figure 4.2-25: Residential Building Amplified Second Mode Shape (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 31 Figure 4.2-26: Residential Building Amplified Third Mode Shape (Torsion) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 32 Figure 4.2-27: Hotel building Amplified First Mode Shape (X-Direction) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 33 Figure 4.2-28: Hotel Building Amplified Second Mode Shape (Y-direction) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 34 Figure 4.2-29: Hotel building Amplified Third Mode Shape (Torsion) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 35 The modal participating mass ratios for each structure are shown in the following Tables. As can be seen, the sum of the participating masses is greater than 90% for each building, to meet building code criteria. Table 4.2-6: ETABS Modal Participating Mass Ratios – Residential Mode Period UX UY Sum UX Sum UY 1 1.80 0.57 0.00 0.57 0.00 2 1.50 0.00 0.66 0.57 0.66 3 1.31 0.09 0.00 0.66 0.66 4 0.45 0.16 0.00 0.82 0.66 5 0.41 0.05 0.00 0.87 0.66 6 0.38 0.00 0.24 0.87 0.90 7 0.24 0.02 0.00 0.89 0.90 8 0.22 0.01 0.00 0.90 0.90 9 0.20 0.00 0.00 0.90 0.90 10 0.20 0.01 0.00 0.91 0.91 11 0.19 0.00 0.00 0.91 0.91 12 0.18 0.00 0.03 0.91 0.94 13 0.18 0.01 0.00 0.92 0.94 14 0.17 0.01 0.00 0.93 0.94 15 0.16 0.00 0.01 0.93 0.95 16 0.15 0.00 0.00 0.93 0.95 17 0.15 0.01 0.00 0.95 0.95 18 0.14 0.00 0.00 0.95 0.95 19 0.13 0.00 0.02 0.95 0.97 20 0.13 0.00 0.00 0.95 0.97 21 0.11 0.00 0.00 0.95 0.97 22 0.10 0.00 0.01 0.95 0.98 23 0.10 0.01 0.00 0.96 0.98 24 0.09 0.00 0.00 0.96 0.98 25 0.08 0.00 0.00 0.96 0.98 26 0.07 0.01 0.00 0.97 0.98 27 0.06 0.00 0.00 0.97 0.99 28 0.04 0.00 0.01 0.97 0.99 29 0.03 0.02 0.00 0.99 0.99 30 0.03 0.00 0.00 0.99 1.00 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 36 Table 4.2-7: ETABS Modal Participating Mass Ratios – Hotel building Mode Period UX UY Sum UX Sum UY 1 1.346 0.3368 0.127 0.3368 0.127 2 1.182 0.2177 0.3196 0.5545 0.4466 3 0.833 0.0219 0.13 0.5765 0.5766 4 0.34 0.0195 0.162 0.596 0.7386 5 0.303 0.2072 0.0266 0.8031 0.7653 6 0.243 0.0025 0.0358 0.8056 0.801 7 0.216 0.009 0.0445 0.8147 0.8456 8 0.188 0.0047 0.0039 0.8193 0.8495 9 0.182 0.003 0.0043 0.8223 0.8538 10 0.157 0.0272 1.538E-06 0.8495 0.8538 11 0.14 0.0006 1.035E-05 0.8502 0.8538 12 0.129 1.66E-05 0.0107 0.8502 0.8645 13 0.114 0.0031 0.0025 0.8532 0.867 14 0.108 0.0068 0 0.8601 0.867 15 0.105 0.0001 0.0153 0.8601 0.8823 16 0.099 0.0014 0.0003 0.8615 0.8826 17 0.095 0.0036 0.0127 0.8652 0.8953 18 0.091 0.0068 0.0248 0.872 0.9201 19 0.087 0.0005 0 0.8725 0.9201 20 0.082 0.0017 0.0131 0.8742 0.9332 21 0.078 0.0047 0.0019 0.8789 0.935 22 0.071 0.0001 0.0169 0.879 0.9519 23 0.066 0.0568 0.003 0.9358 0.9549 24 0.054 0.0005 0.0011 0.9363 0.956 25 0.047 0.0103 0.0129 0.9466 0.969 26 0.043 0.0071 0.0121 0.9537 0.9811 27 0.038 0.0086 2.734E-06 0.9623 0.9811 28 0.026 0.0119 0.0098 0.9743 0.9909 29 0.025 0.0184 0.0049 0.9927 0.9958 30 0.02 0.0003 0.0003 0.993 0.9961 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 37 4.2.4 ETABS MODEL INPUT FILES The subject files are the input information of the most current ETABS computer model utilized for the lateral design and analysis of Residential and Hotel. Table 4.2-8: ETABS Model Input Files File Name Application Description S21043.00_SD.V3.8.4 WEST_VE ETABS 21.2.0 ETABS computer model used for verifying gravity loads on foundations and columns and for extracting lateral design forces for the high-rise tower and podium structure for Residential building. S21043.00_SD.V05.02_EAST ETABS 18.1.2 ETABS computer model used for verifying gravity loads on foundations and columns and for extracting lateral design forces for the high-rise tower and podium structure for Hotel building. S21043.00_WEST & EAST_V3.8.1 SAFE 21.02 SAFE computer model used to determine bearing pressure. S21043.00_WEST_VE_V3.8.1 SAFE 21.02 SAFE computer model used to determine the shear and flexural reinforcement in the mat foundation for Residential building. S21043.00-3rd Broadway_East_Foundation-V9 SAFE 16.01 SAFE computer model used to determine the shear and flexural reinforcement in the mat foundation for Hotel building. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 38 4.2.5 ETABS WIND VS SEISMIC RESPONSE Overall tower results from the wind and seismic structural analyses are shown in this section. As expected for a mid-rise building in Santa Ana, it can be seen that the response from the design basis earthquake is far greater than the response from the code-level wind forces. Accordingly, the calculations and design checks included in this calculation package ignore wind forces as they are shown not to control the design. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 39 Building Overturning Moment – DBE vs Wind – Residential building The DBE and wind overall overturning moments are plotted in the following figure in each orth ogonal direction for Main Tower. When compared to the DBE overturning moments, the wind overturning moments are significantly smaller. Therefore, all analyses in this report assume the wind demands will be significantly lower than the seismic demands and therefore do not control the design. Figure 4.2-30: DBE vs Wind Overall Overturning Moments – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 40 Building Shear Forces – DBE vs Wind – Residential building The DBE and wind overall shear forces are plotted in the following figure in each orthogonal direction for Main Tower. When compared to the DBE shear forces, the wind shear forces are significantly smaller. Therefore, all analyses in this report assume the wind demands will be significantly lower than the seismic demands and therefore do not control the design. Figure 4.2-31: DBE vs Wind Story Shear Forces – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 41 Building Overturning Moment – DBE vs Wind – Hotel building The DBE and wind overall overturning moments are plotted in the following figure in each orthogonal direction for Hotel building. When compared to the DBE overturning moments, the wind overturning moments are significantly smaller. Therefore, all analyses in this report assume the wind demands will be significantly lower than the seismic demands and therefore do not control the design. Figure 4.2-32: DBE vs Wind Overall Overturning Moments – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 42 Building Shear Forces – DBE vs Wind – Hotel building The DBE and wind overall shear forces are plotted in the following figure in each orthogonal direction for Hotel building. When compared to the DBE shear forces, the wind shear forces are significantly smaller. Therefore, all analyses in this report assume the wind demands will be significantly lower than the seismic demands and therefore do not control the design. Figure 4.2-33: DBE vs Wind Story Shear Forces – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 43 4.3 VERIFICATION OF BUILDING WEIGHT AS REPORTED BY ETABS (HAND VERIFICATION) In order to verify that the ETABS analysis models include the correct gravity loading and seismic mass, a hand verification is performed to check that the dead load is similar between the anticipated dead load weight and the dead load in the ETABS model. Note only the self-weight of the structure is compared in this section, not the total seismic weight. Residential building Dead Load, ETABS = 63,473 kips Dead Load, hand calculations = 62,360 kips (< 2% difference, therefore OK) Hotel building Dead Load, ETABS = 18,379 kips Dead Load, hand calculations = 17,348 kips The hand calculations are shown in the following sheets. The building self-weight is calculated by summation of weights of different structural elements, i.e. Slabs, Columns, Shear Walls and Beams. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 44 Table 4.3-1: Hand Calculation of Total Building Weight – Residential Note about ETABS mass: Additional mass factor is applied at lower ramp levels to account for there being more parking ramp levels than residential levels. A typical hand calculation for load take down at Level 10 is presented as below 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 45 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 46 Figure 4.3-1: Weight Hand Calculation – Residential Building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 47 Table 4.3-2: Hand Calculation of Total Building Weight – Hotel Note about ETABS mass: Hotel model includes the seismic weight of the steel penthouse applied at the ‘roof’ level [ft][ft2][in][pcf][ft2][kip] Story Story height Floor area Avg. Floor thickness Col. Weight Wall Area Total Weight Roof 17.00 5,863.79 3.60 5,400.00 166.74 780.95 Level 10 11.50 10,887.00 14.00 5,700.00 187.58 2,294.35 Level 9 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 Level 8 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 Level 7 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 Level 6 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 Level 5 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 Level 4 11.50 8,016.68 8.16 5,700.00 187.58 1,207.11 Level 3 11.50 13,679.73 11.07 13,816.67 217.58 2,426.75 Level 2 20.00 11,141.38 8.99 13,816.67 232.27 2,225.39 Level 1 11.00 14,814.67 12.67 13,816.67 232.27 2,881.58 Total 17,892.54 ETABS Results 18,379.00 % Difference 3% 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 48 4.4 ETABS RESULTS: VERIFICATION OF HORIZONTAL IRREGULARITIES Type Description Applicable RESI / HOTEL Impact on Structure 1a. Torsional Irregularity: Torsional irregularity is deﬁned to exist where the maximum story drift, computed including accidental torsion with Ax = 1.0, at one end of the structure transverse to an axis is more than 1.2 times the average of the story drifts at the two ends of the structure. Torsional irregularity requirements in the reference sections apply only to structures in which the diaphragms are rigid or semi rigid. Yes / Yes RESI/HOTEL: Design forces to be increased by 25% for connection of diaphragms to vertical elements and collectors, their connections and ELF method not permitted. 1b. Extreme Torsional Irregularity: Extreme torsional irregularity is deﬁned to exist where the maximum story drift, computed including accidental torsion with Ax = 1.0, at one end of the structure transverse to an axis is more than 1.4 times the average of the story drifts at the two ends of the structure. Extreme torsional irregularity requirements in the reference sections apply only to structures in which the diaphragms are rigid or semi rigid. No / No - 2. Reentrant Corner Irregularity: Reentrant corner irregularity is deﬁned to exist where both plan projections of the structure beyond a reentrant corner are greater than 15% of the plan dimension of the structure in the given direction. Yes / No RESI: Design forces to be increased by 25% for connection of diaphragms to vertical elements and collectors, their connections at levers where irregularity occurs 3. Diaphragm Discontinuity Irregularity: Diaphragm discontinuity irregularity is deﬁned to exist where there is a diaphragm with an abrupt discontinuity or variation in stiffness, including one having a cutout or open area greater than 50% of the gross enclosed diaphragm area, or a change in effective diaphragm stiffness of more than 50% from one story to the next. No / No - 4. Out-of-Plane Offset Irregularity: Out-of-plane offset irregularity is deﬁned to exist where there is a discontinuity in a lateral force-resistance path, such as an out-of-plane offset of at least one of the vertical elements. No / No - 5. Nonparallel System Irregularity: Nonparallel system irregularity is deﬁned to exist where vertical lateral force- resisting elements are not parallel to the major orthogonal axes of the seismic force-resisting system. No/ No - 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 49 4.4.1 REDUNDANCY CHECK FOR RESIDENTIAL BUILDING AND HOTEL BUILDING Redundancy factor ρ, is assumed to be 1.0 for the Residential building, and 1.0 for the Hotel building per Section 12.3.4.2 of ASCE 7-16. Per Table 12.3-3 of ASCE 7-16 ρ=1 is permitted if removals of a shear wall or wall pier with height to length ratio greater than 1.0 within any story it connects to would not: 1) Result in more than a 33% reduction in story strength. And 2) The resulting system has an extreme torsional irregularity. For both the Residential and the Hotel building, all the shear wall and wall piers including the core walls were checked, and none of them had a height to length ratio greater than 1.0. Per ASCE 7 -10, the building is qualified for a redundancy factor of 1.0. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 50 4.4.2 TORSIONAL IRREGULARITY CHECK Residential building Torsional Irregularity check under seismic forces in X-direction Figure 4.4-1: Torsional Irregularity check under seismic forces in X-direction– Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 51 Torsional Irregularity check under seismic forces in Y-direction Note: At the ground floor, L01, the floor will be supported by basement walls all around. Alt hough the calculated torsional parameter exceeds the 1.4 limit, the floor will not considered to be torsional irregular since the overall drift is less than 10% of the allowable drift limit per CBC Section 1617.1.10. Figure 4.4-2: Torsional Irregularity check under seismic forces in X-direction– Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 52 Hotel building Torsional Irregularity check under seismic forces in X-direction Note: At the ground floor, L01, the floor will be supported by basement walls all around. Although the calculated torsional parameter exceeds the 1.4 limit, the floor will not considered to be torsional irregular since the overall drift is less than 10% of the allowable drift limit per CBC Section 1617.1.10. Figure 4.4-3: Torsional Irregularity check under seismic forces in X-direction– Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 53 Torsional Irregularity check under seismic forces in Y-direction Maximum calculated torsion ratio at the Hotel buidling is determined to be 1.40, which is not “more than 1.4 times the average of the story drifts” per ASCE Table 12.3-1, therefore the Hotel building has torsional irregularity Type 1a. Figure 4.4-4: Torsional Irregularity check under seismic forces in Y-direction– Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 54 4.4.3 ASCE 7-16 BUILDING HEIGHT INCREASE ALLOWANCE CHECK According to ASCE 7-16 Section 12.2.5.4, the limits on structural height in Table 12.2-1 are permitted to be increased from 160ft to 240 ft for structures assigned to Seismic Design Categories D with special reinforced concrete cast-in-place shear walls if both of the following requirements are met: 1. The structural shall not have an extreme torsional irregularity as defined in Table 12.3-1. As shown in section 4.4.2, the Residential Building does not have extreme torsional irregularity in either X or Y direction, therefore the provision is satisfied. The Hotel Building height is less than 160ft, therefore the provision does not apply. 2. The special reinforced cast-in-place concrete shear walls in any one plane shall resist not more than 60% of the total seismic forces in each direction, neglecting accidental torsional effects. While a few levels of the structure demonstrate shear distribution along gridline “RH” are slightly greater than 60% of the total lateral load under an x-direction response spectrum case, TT does not believe that the orientation of the lateral resisting system in the residential building is a configuration that is anticipated to be governed by this provision. Primarily as the two concrete cores are separated by roughly 100ft of a continuous diaphragm, and that cores provide a significant amount of redundancy. It is unlikely that a shear failure of one wall would lead to failure of the other wall along this line as the diaphragm will be able to redistribute forces among the remaining 3 walls of the core due in part because of the torsional resistance of the separated cores. The lateral framing condition at the residential building (double cores) is not a common enough condition to be properly addressed by a standard code provision. It is further noted that the commentary for this section (C12.2.5.4) notes that the second requirement, regarding percent of load to each wall line, is similar to a redundancy requirement and meant to prohibit a system that is overly dependent on a single line of framing or walls. As noted above, the inherent stability of the cores and the continuous diaphragm make the system redundant, allowing load to be redistributed if necessary. The Hotel Building height is less than 160ft, therefore the provision does not apply. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 55 Figure 4.44-5: Typical tower roof slab demonstrating connectivity of cores 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 56 Figure 4.44-6: Distribution of Lateral Forces to Framelines 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 57 4.5 ETABS RESULTS: VERIFICATION OF VERTICAL IRREGULARITIES Type Description Applicable RESI/HOTEL Impact on Structure 1a. Stiffness-Soft Story Irregularity: Stiffness-soft story irregularity is deﬁned to exist where there is a story in which the lateral stiffness is less than 70% of that in the story above or less than 80% of the average stiffness of the three stories above. No / No - 1b. Stiffness-Extreme Soft Story Irregularity: Stiffness-extreme soft story irregularity is deﬁned to exist where there is a story in which the lateral stiffness is less than 60% of that in the story above or less than 70% of the average stiffness of the three stories above. No / No - 2. Weight (Mass) Irregularity: Weight (mass) irregularity is deﬁned to exist where the effective mass of any story is more than 150% of the effective mass of an adjacent story. A roof that is lighter than the ﬂoor below need not be considered. Yes / Yes RESI/HOTEL: ELF Analysis Method Not Permitted 3. Vertical Geometric Irregularity: Vertical geometric irregularity is deﬁned to exist where the horizontal dimension of the seismic force-resisting system in any story is more than 130% of that in an adjacent story. Yes / Yes Hotel: ELF Analysis Method Not Permitted 4. In-Plane Discontinuity in Vertical Lateral Force-Resisting Element Irregularity: In-plane discontinuity in vertical lateral force-resisting elements irregularity is deﬁned to exist where there is an in-plane offset of a vertical seismic force-resisting element resulting in overturning demands on a supporting beam, column, truss, or slab. No / No - 5a. Discontinuity in Lateral Strength–Weak Story Irregularity: Discontinuity in lateral strength–weak story irregularity is deﬁned to exist where the story lateral strength is less than 80% of that in the story above. The story lateral strength is the total lateral strength of all seismic - resisting elements sharing the story shear for the direction under consideration. No / No - 5b. Discontinuity in Lateral Strength–Extreme Weak Story Irregularity: Discontinuity in lateral strength–extreme weak story irregularity is deﬁned to exist where the story lateral strength is less than 65% of that in the story above. The story strength is the total strength of all seismic -resisting elements sharing the story shear for the direction under consideration. No / No - 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 58 4.6 ETABS RESULTS: VERIFICATION OF BUILDING DRIFT Building Story Drift – Design-Level Earthquake The seismic drift ratio checks are performed according to the procedures of the ASCE 7-16, outlined in the following sections. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 59 4.6.1 RESIDENTIAL BUILDING Base Shear for Residential building Story Drift Check The story drifts are checked for the unscaled modal base shear, Vt, per Section 12.9.1.4 of ASCE 7-16. So the building drifts are checked using a response spectrum base shear of Vt scaled to gravity and divided by R. Story Drift Ratios for Residential building The response spectrum base shear are applied to the structure through response spectrum cases for earthquake along X and Y directions. Since building has Torsion Irregularity of Type 1a, the center of mass displacements cannot be used for calculation of Story drifts per section 12.8.6. Instead, drifts must be calculated at the location of maximum drift at any point on the floor plate. The following node was selected for calculating story drifts as this points sees the greatest inter-story drift. The story drift ratios are calculated for the node at each story. The elastic drift values are then magnified by Cd / Ie = 5.0 as specified in ASCE 7-16 section 12.9.1.2 to reach the anticipated inelastic drift values. The following figures present the inelastic story drift ratios, which satisfy the code limits. Figure 4.6-1: Nodes for calculating inter-story drift ratio 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 60 Figure 4.6-2: Inelastic Story Drift Ratios – X Direction – Residential Building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 61 Figure 4.6-3: Inelastic Story Drift Ratios – Y Direction – Residential Building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 62 The maximum displacement at each levels taken from Etabs model under seismic forces 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 63 The inelastic displacement is obtained form the following equation 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 Where Cd = 5 Ie =1 𝛿𝑥𝑒 is the deflection taken from Etabs model under seismic forces The inelastic displacement at Level 7 in X-direction 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 =5 × 1.18𝑖𝑛 1 =5.9𝑖𝑛 The inelastic displacement at Level 7 in Y-direction 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 =5 × 1.26𝑖𝑛 1 =6.3𝑖𝑛 The inelastic displacement at Level Roof in X-direction 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 =5 × 3.28𝑖𝑛 1 =16.4𝑖𝑛 The inelastic displacement at Level Roof in Y-direction 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 =5 × 3.21𝑖𝑛 1 =16.1𝑖𝑛 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 64 4.6.2 HOTEL BUILDING Base Shear for Hotel building Story Drift Check The story drifts are checked for the unscaled modal base shear, Vt, per Section 12.9.1.4 of ASCE 7-16. So the building drifts are checked using a response spectrum base shear of Vt scaled to gravity and divided by R. Story Drift Ratios for Hotel Building The response spectrum base shear are applied to the structure through response spectrum cases for earthquake along X and Y directions. Since building has Torsion Irregularity of Type 1a, the center of mass displacements cannot be used for calculation of Story drifts per section 12.8.6. Instead, drifts must be calculated at the location of maximum drift at any point on the floor plate. The following node was selected for calculating story drifts as the point sees the greatest inter-story drift. The story drift ratios are then calculated for these nodes at each story. The elastic drift values are then magnified by Cd / Ie = 5.0 as specified in ASCE 7-16 section 12.9.1.2 to reach the anticipated inelastic drift values. The following figures present the inelastic story drift ratios, which satisfy the code limits. Figure 4.6-4: Nodes for calculating inter-story drift ratio 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 65 Figure 4.6-5: Inelastic Story Drift Ratios – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 66 The maximum displacement at each levels taken from Etabs model under seismic forces 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 67 The inelastic displacement is obtained form the following equation 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 Where Cd = 5 Ie =1 𝛿𝑥𝑒 is the deflection taken from Etabs model under seismic forces The inelastic displacement at Level 3 in X-direction 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 =5 × 0.343𝑖𝑛 1 =1.715𝑖𝑛 The inelastic displacement at Level 3 in Y-direction 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 =5 × 0.262𝑖𝑛 1 =1.31𝑖𝑛 The inelastic displacement at Level 10 in X-direction 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 =5 × 2.233𝑖𝑛 1 =11.165𝑖𝑛 The inelastic displacement at Level 10 in Y-direction 𝛿𝑥=𝐶𝑑𝛿𝑥𝑒 𝐼𝑒 =5 × 1.625𝑖𝑛 1 =8.125𝑖𝑛 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 68 4.7 ETABS RESULTS: SUMMARY OF WALL SHEAR STRESSES (FOR REFERENCE ONLY) The design of the shear walls for shear forces is performed to ensure that the walls have adequate capacity for the design-level shear forces. As shown on the following pages, the wall shear stresses meet the maximum allowable shear stresses per ACI 318-14. The allowable shear stress is limited to 8√(f’c) for the average shear stress of the entire core and is allowed to be 10√(f’c) when considering individual pier walls. The following figures show: • The shear stress, τv is evaluated for the two load combinations which are normalized to 0.6 ∗√𝑓′𝑐 in the following figures. LC1: 1.0*RSX+0.3*RSY LC2: 1.0*RSY+0.3*RSX • The maximum shear stress of the wall piers are less than the code shear stress limitation of Φ10√(f’c), and therefore able to be designed (will be designed and detailed in the superstructure package). 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 69 4.7.1 RESIDENTIAL BUILDING The maximum normalized shear stress is limited to 10√(f’c) (a limit of “10” in the Figure below) at any individual wall pier and 8√(f’c) on average for the lateral system. Any value less than 10 in the table below passes the maximum shear stress check for individual piers. The wall shear reinforcement will be designed in the Volume 3a package. Figure 4.7-1: Residential building Shear Pier Labels at Level 2 Figure 4.7-2: Residential building Shear Pier Labels (Typical Floor) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 70 Figure 4.7-3: Normalized (to N*√(f’c)) Pier Shear Stress Ratio – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 71 Figure 4.7-4: Normalized (to N*√(f’c)) Pier Shear Stresses – West Core – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 72 Figure 4.7-5: Normalized (to N*√(f’c)) Pier Shear Stresses – East Core – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 73 4.7.2 HOTEL BUILDING The maximum normalized shear stress is limited to 10√(f’c) (a limit of “10” in the Figure below) at any individual wall pier and 8√(f’c) on average for the lateral system. Any value less than 10 in the table below passes the maximum shear stress check for individual piers. The wall shear reinforcement will be designed in the Volume 3b package. Figure 4.7-6: Hotel building Shear Pier Labels 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 74 Figure 4.7-7: Hotel building Shear Pier Labels Pier Stress Ratio Story X01 X02 X03 X04 Y01 Y02 Y03 Y04 Y05 L11 0.83 1.43 2.97 0.00 0.93 0.95 3.24 3.11 0.00 L10 2.07 3.08 3.63 0.99 1.80 2.73 3.46 3.05 0.00 L09 2.81 3.57 4.29 1.28 2.35 3.07 4.46 3.96 0.00 L08 3.26 3.68 4.76 1.59 2.71 3.08 5.00 4.45 0.00 L07 3.56 3.72 4.88 1.89 2.99 3.04 5.26 4.76 0.00 L06 3.83 3.76 4.83 2.23 3.24 3.06 5.32 4.87 0.00 L05 4.05 3.89 4.68 2.62 3.44 3.34 5.24 4.79 0.00 L04 4.06 4.13 4.14 2.64 3.51 3.44 4.67 4.32 0.00 L03 3.87 5.06 4.51 2.94 3.62 2.56 3.95 4.63 3.34 L02 3.76 4.72 5.88 3.16 3.58 3.06 3.40 3.62 4.19 L01 1.52 2.68 1.62 1.30 3.13 1.85 1.18 1.09 0.46 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 75 Figure 4.7-8: Normalized (to N*√(f’c)) Pier Shear Stresses – Hotel Building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 76 4.8 ETABS RESULTS: SUMMARY OF COUPLING BEAM SHEAR STRESSES (FOR REFERENCE ONLY) 4.8.1 DESIGN PROCEDURE The reinforcement of the core wall coupling beams (link beams) is designed for the shear and moment demands determined by the envelope of load combinations (which include DBE-level response spectrum earthquake actions). The design of each coupling beam is performed using a spreadsheet which pulls data from the ETABS analysis model and then designs each individual link beam section. The reinforcement type of each link beam (conventional or diagonal) is determined according to the requirements of ACI 318-14, 18.10.7 Conventionally Reinforced Link Beams As part of the lateral force resisting system, conventionally reinforced link beams follow the specifications for coupling beams and special moment frame beams. They are checked to satisfy the ACI 318 -14 requirements for: minimum & maximum longitudinal reinforcement ratio, minimum shear reinforcement, shear reinforcement spacing, and maximum nominal shear strength of 18.6. Longitudinal reinforcement is placed such that ΦMn ≥ Mu. It is ΦMn= ΦAsfy0.9d, where Φ=0.90 (tension-controlled sections), fy=60ksi, and 0.9d is considered the moment arm of section forces. Shear reinforcement design satisfies ΦVn ≥ Vu. It is ΦVn = ΦAsfyd/s, and Vu=max(Vu, Vcap), where Φ=0.75 (shear), s is the longitudinal spacing of hoops, Vu is the acting shear force from ETABS analysis, and Vcap is the capacity design shear obtained assuming probable moments of opposite signs being developed at the beam ends, thus Vcap=(2/L)(1.25fyAs)(0.9d), where L is the beam length. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 77 Diagonally Reinforced Link Beams The layout of diagonal and transverse reinforcement follows the requirements of ACI Section 18.10.7.4. Transverse reinforcement is provided over the entire beam section. Diagonal reinforcement satisfies ΦVn ≥ Vu. It is ΦVn = ΦAvdfysinθ, where Φ=0.85 (shear of coupling beams), Avd is the reinforcement area of each group of diagonal bars, and θ is the angle of the diagonal relative to the beam axis. Vn is checked to be less than the maximum nominal shear strength, 18.10.7.4. Based on the present Avd, the moment strength inequality is checked ΦMn ≥ Mu. It is ΦMn = ΦAvdfy(cosθ)z, where Φ=0.9, and z is the transverse distance of the horizontal components of diagonal forces. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 78 4.8.2 COUPLING BEAM DESIGN – RESIDENTIAL BUILDING The following table shows the design parameters for each link beam as well as the ACI requirements verification and the Demand Capacity Ratios (DCR) for shear and moment. For the current design approach, all beams are designed as diagonally reinforced coupling beams. The beams as shown in the following table are found to have adequate capacity for shear as well as moment. Link beam labels for core walls are shown as below: a) Level 1 b) Level 4 to Roof Figure 4.8-1: West Core Wall Plan for Residential building Coupling Beam Labels a) Level 03 to Level 07 b) Level 08 to Roof Figure 4.8-2: East Core Wall Plan for Residential building Coupling Beam Labels 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 79 Table 4.8-1: Diagonally Reinforced Coupling Beam Design 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 80 4.8.3 COUPLING BEAM DESIGN – HOTEL BUILDING The following table shows the design parameters for each link beam as well as the ACI requirements verification and the Demand Capacity Ratios (DCR) for shear and moment. For the current design approach, all beams are designed as diagonally reinforced coupling beams. The beams as shown in the following table are found to have adequate capacity for shear as well as moment. Link beam labels for Hotel core wall are shown as below: Figure 4.8-3: Core Wall Plan for Hotel building Coupling Beam Labels 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 81 Table 4.8-2 Diagonally Reinforced Coupling Beam Design Beam Name ETABS Story H (in) W (in) L (in) f'c (ksi) Fy (ksi) Aspect Ratio ΦM ΦV Vu, ENV (k) Mu, ENV (k-ft) Prelim Vu (k) ΦVn, max (k) Beam Type Prelim Check Vn,max Normalized Shear Stress (<10) SX1 L11 108 20 70 8 60 0.6 0.90 0.85 453 1455 624 1642 ><ok 2.8 SY1 L11 96 24 64 8 60 0.7 0.90 0.85 374 1931 905 1752 ><ok 2.1 SY2 L11 96 24 54 8 60 0.6 0.90 0.85 505 1199 666 1752 ><ok 2.9 SX1 L10 42 20 70 8 60 1.7 0.90 0.85 205 644 276 639 ><ok 3.2 SY1 L10 42 24 64 8 60 1.5 0.90 0.85 230 669 314 766 ><ok 3.0 SY2 L10 30 24 54 8 60 1.8 0.90 0.85 244 554 308 547 ><ok 4.5 SX1 L09 42 20 70 8 60 1.7 0.90 0.85 292 877 376 639 ><ok 4.6 SY1 L09 42 24 64 8 60 1.5 0.90 0.85 332 1009 473 766 ><ok 4.3 SY2 L09 30 24 54 8 60 1.8 0.90 0.85 315 706 392 547 ><ok 5.8 SX1 L08 42 20 70 8 60 1.7 0.90 0.85 352 1058 453 639 ><ok 5.5 SY1 L08 42 24 64 8 60 1.5 0.90 0.85 391 1201 563 766 ><ok 5.1 SY2 L08 30 24 54 8 60 1.8 0.90 0.85 378 851 473 547 ><ok 6.9 SX1 L07 42 20 70 8 60 1.7 0.90 0.85 378 1148 492 639 ><ok 5.9 SY1 L07 42 24 64 8 60 1.5 0.90 0.85 417 1289 604 766 ><ok 5.4 SY2 L07 30 24 54 8 60 1.8 0.90 0.85 414 929 516 547 ><ok 7.6 SX1 L06 42 20 70 8 60 1.7 0.90 0.85 385 1164 499 639 ><ok 6.0 SY1 L06 42 24 64 8 60 1.5 0.90 0.85 427 1324 621 766 ><ok 5.6 SY2 L06 30 24 54 8 60 1.8 0.90 0.85 429 961 534 547 ><ok 7.8 SX1 L05 42 20 70 8 60 1.7 0.90 0.85 377 1132 485 639 ><ok 5.9 SY1 L05 42 24 64 8 60 1.5 0.90 0.85 427 1323 620 766 ><ok 5.6 SY2 L05 30 24 54 8 60 1.8 0.90 0.85 425 953 529 547 ><ok 7.8 SX1 L04 42 20 70 8 60 1.7 0.90 0.85 348 1040 446 639 ><ok 5.4 SY1 L04 42 24 64 8 60 1.5 0.90 0.85 406 1238 580 766 ><ok 5.3 SY2 L04 30 24 54 8 60 1.8 0.90 0.85 394 886 492 547 ><ok 7.2 SX1 L03 42 20 70 8 60 1.7 0.90 0.85 308 887 380 639 ><ok 4.8 SY1 L03 42 24 64 8 60 1.5 0.90 0.85 339 999 468 766 ><ok 4.4 SY2 L03 30 24 54 8 60 1.8 0.90 0.85 341 765 425 547 ><ok 6.2 SX1 L02 144 20 70 8 60 0.5 0.90 0.85 1291 5249 2250 2190 ><ok 5.9 SY1 L02 132 24 64 8 60 0.5 0.90 0.85 1048 5764 2702 2409 ><ok 4.4 SY2 L02 132 24 54 8 60 0.4 0.90 0.85 1111 2951 1639 2409 ><ok 4.6 SX1 L01 36 20 70 8 60 1.9 0.90 0.85 145 480 206 547 ><ok 2.6 SY1 L01 36 24 64 8 60 1.8 0.90 0.85 158 397 186 657 ><ok 2.4 SY2 L01 36 24 54 8 60 1.5 0.90 0.85 203 473 263 657 ><ok 3.1 GEOMETRY/ MATERIAL ACTIONS FORCE FLOWIDENTITY 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 82 5.0 FOUNDATION DESIGN 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 83 5.1 INTRODUCTION In the following section, the mat foundation, and perimeter basement wall de sign will be presented. The superstructure of the proposed hotel was modeled using ETABS, as described previously in this report. Gravity loads from this model were imported into a SAFE model via an “.f2K” file as point loads distributed along walls and at column locations. Foundation overturning moments at lateral force resisting elements were implemented into the SAFE model manually to properly assign sign conventions to the sta tic and spectral forces. In addition to the superstructure loads, area loads are implemented in the SAFE model to account for the superimposed dead load and live load at the foundation level. The mat foundation is supported by a vertical soil subgrade modulus provided by the geotechnical engineer. The SAFE model is used to perform checks for 1-way and 2-way shear at the shear walls, core walls, and gravity column locations. Additionally, SAFE is used to perform flexural design of the mat foundations. The perimeter basement walls are designed using the concrete design program S -Concrete. Lateral loads imposed on the perimeter basement walls are from hydrostatic fluid pressure as well as lateral earth pressures provided by the geotechnical engineer. Th e maximum height of the water table is assumed to be located 40’-0” below the ground surface, as recommended by the geotechnical engineer. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 84 5.2 SOIL BEARING PRESSURE ANALYSIS AND SOIL SUBGRADE REACTION 5.2.1 SOIL SUBGRADE MODULUS The soil vertical subgrade modulus for the mat foundation is determined based on the guidelines set forth in the geotechnical report dated Sep. 16, 2021. Separate values are provided for gravity and dynamic moduli. The soil modulus used for gravity loads is 30pci. The soil modulus for total loads including both gravity and seismic loads is 100pci. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 85 5.2.2 SOIL BEARING PRESSURE Using the soil vertical subgrade modulus found in the previous section, what follows are plots of the maximum and minimum soil bearing pressures at the mat foundation for service level gravity load combinations as well as load combinations including lateral seismic loads. Note that the mat extends continuously under both Residential and Hotel buildings The maximum computed bearing pressure is less than allowed in geotechnical repor t. Additionally, a memorandum dated June 6, 2024 identifies that the bearing pressures meet the geotechnical requirements of the site. Figure 5.2-1: Soil Gravity Load Bearing Pressure Plot – 1.0(DL+SDL)+1.0LL 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 86 Figure 5.2-2: Soil Lateral Load Bearing Pressure Plot – ASD Load Combination: ASD_ENV Based on "Alternative basic load combinations” in CBC 2019 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 87 5.3 MAT FOUNDATION DESIGN 5.3.1 INTRODUCTION SAFE was used for the design of the mat foundations. Gravity loads were imported into the SAFE file from the ETABS superstructure model as point loads distributed along walls, and at column locations. Lateral loads were assigned in the model to account for sign convention of spectral loads. What follows is a description of the loads and load combinations used for design, as well as the design of the mat for flexure and shear. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 88 5.3.2 APPLIED LOADING Gravity loads are imported into the SAFE model as point loads along gravity supporting elements, as shown below in red. Figure 5.3-1: Location of Gravity Loads at Foundation Level in SAFE Model 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 89 In addition, superimposed dead loads and live loads at the foundation level are implemented as area loads, as shown below. Figure 5.3-2: Applied Superimposed Loads at Foundation Level in SAFE Model (psf) Figure 5.3-3: Applied Live Load at Foundation Level in SAFE Model (psf) In order to generate load combinations with the correct earthquake force sign convention, the lateral loads are applied to the SAFE model as distributed loads along lateral force resisting lines that generate an overturning moment that is equal to the overturning moment at the base of the shear or core wall determined from the superstructure ETABS mode. The following are descriptions of the implementation of the loading as well as the values applied to the SAFE model. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 90 Figure 5.3-4: Lateral Load Implementation Procedure for SAFE Model at Shear Walls 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 91 Note: (1) All pier labels match with wall shear labels shown in Section 4.6 Figure 5.3-5: Applied Loads at Shear Walls – Residential building Note: (1) All pier labels match with wall shear labels shown in Section 4.6 Figure 5.3-6: Applied Loads at Shear Walls – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 92 5.3.3 MAT FOUNDATION DESIGN The mat foundation design was performed using SAFE. The models were run using non -linear soil springs in appropriate load combinations to take into account the inability of the soil to resist tension forces. Perimeter foundation walls were included in the SAFE model, helping to ‘anchor’ the two perimeter shear walls of the Hotel tower against base overturning. The thickness of the mat was governed by the shear demand of the gravity columns and the lateral force resisting elements. SAFE models were used to determine mat shear demand adjacent to columns, shear walls and core walls. SAFE was also used to determine the flexural demand and required mat top and bottom reinforcing at all locations. Elevator pits within and adjacent to cores were modeled as 2 ft thick slabs, also checked for local shear and moment demands. SAFE models with different widths of design strips were used to determine force concentration and redirection occurring around the pits. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 93 5.1.1.1 SHEAR DESIGN Two categories of shear checks are presented to determine the necessary shear reinforcing. One-Way Shear Check One-way shear forces are obtained along the design strips normal to the wall faces for the minimum and maximum demand of LRFD load combinations envelope. ACI 318-14 limits the shear stress, vn.max, to 2 √𝑓′𝑐 for concrete mats with no shear reinforcing. The foundation mat has four varying depths: 7’-6”, 4’-6”, 4’-0” and 3’-0”. In SAFE, design strips are used to determine the shear forces within each strip. The shear forces within each design strip are presented in the following figures. As per ACI 318-14, one-way shear is checked at a distance d (taken as 0.9*h) from the face of the wall. The following figures show the strip shear forces at d from the wall, for the absolute maximum of the LRFD enveloped forces in the X- and Y-directions. As seen in the figures below, the mat foundation has adequate shear capacity for one -way shear without the addition of vertical shear reinforcing everywhere except for the 7.5 ft mat under the core walls. By studying the shear demand near core wall under governing load cases, vertical shear reinforcing of #7@18” for Residential building and #6@18” for Hotel building are provided. At thick mat foundation locations, minimum shear reinforcement is provided when the shear stress ratio exceeds 1 √𝑓′𝑐 as recommended by the NEHRP Technical Brief No. 7. This is not a code requirement, but is provided as best practice. This restriction on concrete contribution to shear is not applied to the thinner mats which are at most 4.5 feet thick. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 94 7’-6” Mat Shear Capacity Calculation near Core Wall of Residential building ΦVn = Φ(Vs+Vc) Vc = 2√𝑓′𝑐∗𝑑 Where f’c = 5000 psi d = 85.7 in Vc = 2√5000𝑝𝑠𝑖∗85.7𝑖𝑛∗ 12𝑖𝑛 𝑓𝑡 1000𝑙𝑏𝑓 𝑘𝑖𝑝 =145 𝑘𝑖𝑝/𝑓𝑡 Provided vertical steel reinforcing near core wall: #7@12” Vs = (Av * fy * d) / s2 Where Av = 0.6 in2 fy = 60 ksi d = 85.7 in s = 12 in Vs = (0.6𝑖𝑛2 ∗60𝑘𝑠𝑖∗85.7𝑖𝑛)/(12𝑖𝑛2 )= 257 kip/ft ΦVn = Φ(Vs+Vc) = 0.6* (145 kip/ft+257 kip/ft) = 241 kip/ft ΦVn_max = Φ 8√𝑓′𝑐∗𝑑 = 349 kip/ft > ΦVn => ok 7’-6” Mat Shear Capacity Calculation near Core Wall of Hotel building ΦVn = Φ(Vs+Vc) Vc = 2√𝑓′𝑐∗𝑑 Where f’c = 5000 psi d = 84 in Vc = 2√5000𝑝𝑠𝑖∗84𝑖𝑛∗ 12𝑖𝑛 𝑓𝑡 1000𝑙𝑏𝑓 𝑘𝑖𝑝 =142 𝑘𝑖𝑝/𝑓𝑡 Provided vertical steel reinforcing near core wall: #6@18” Vs = (Av * fy * d) / s2 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 95 Where Av = 0.29 in2 fy = 60 ksi d = 85 in s = 18 in Vs = (0.29𝑖𝑛2 ∗60𝑘𝑠𝑖∗84𝑖𝑛)/(18𝑖𝑛)2 = 81.2kip/ft ΦVn = Φ(Vs+Vc) = 0.6 * (142 kip/ft+81.2kip/ft) = 134 kip/ft ΦVn_max = Φ 8√𝑓′𝑐∗𝑑 = 256.24 kip/ft > ΦVn => ok Shear Capacity Calculation at 3’-0” Mat without Shear Reinforcing ΦVn = ΦVc ΦVc =Φ 2√𝑓′𝑐∗𝑑 Where f’c = 5000 psi d = 31.7 in Φ = 0.6 Vc = 2√5000𝑝𝑠𝑖∗31.7𝑖𝑛∗12 𝑖𝑛 𝑓𝑡/1000 𝑙𝑏𝑓 𝑘𝑖𝑝=53.8 𝑘𝑖𝑝/𝑓𝑡 ΦVn = ΦVc = 0.6 * 53.8 = 32.3 kip/ft Shear Capacity Calculation at 4’-6” Mat without Shear Reinforcing ΦVn = ΦVc ΦVc =Φ 2√𝑓′𝑐∗𝑑 Where f’c = 5000 psi d = 49.7 in Φ = 0.6 Vc = 2√5000𝑝𝑠𝑖∗49.7𝑖𝑛∗12 𝑖𝑛 𝑓𝑡/1000 𝑙𝑏𝑓 𝑘𝑖𝑝=84.3 𝑘𝑖𝑝/𝑓𝑡 ΦVn = ΦVc = 0.6 * 84.3 = 50.6 kip/ft 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 96 Shear Capacity Calculation at 4’-0” Mat without Shear Reinforcing ΦVn = ΦVc ΦVc =Φ 2√𝑓′𝑐∗𝑑 Where f’c = 5000 psi d = 43.7 in Φ = 0.6 Vc = 2√5000𝑝𝑠𝑖∗43.7𝑖𝑛∗12 𝑖𝑛 𝑓𝑡/1000 𝑙𝑏𝑓 𝑘𝑖𝑝=74.2 𝑘𝑖𝑝/𝑓𝑡 ΦVn = ΦVc = 0.6 * 74.2 = 44.5 kip/ft 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 97 Figure 5.3-7: 1-Way Shear Check at Core Wall of Residential Building (7.5 ft mat) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 98 Figure 5.3-8: 1-Way Shear Check at Core Wall of Hotel Building (7.5 ft mat) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 99 Figure 5.3-9: 1-Way Shear Check at Core Wall of Residential Building (7.5 ft mat) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 100 In addition to design verification at a distance ‘d’ from the face of the core walls, an additional calculation is provided which verifies that the 1-way shear strength of the mat foundation is adequate when the thickness of the mat transitions to 4’-6” or 3’-0” as provided in the following figures. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 101 Figure 5.3-10: 1-Way Shear Check at Core Wall of Residential Building – Reduced Mat Thickness 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 102 Figure 5.3-11: 1-Way Shear Check at Core Wall of Residential Building – d from Wall Face 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 103 Two-Way Shear Check A two-way shear check is performed at regions with shear stresses in two orthogonal planes, typically near the corners of the wall and near the columns. Around wall corners, the shear stress is checked using an effective length of 25% of the total shear perimeter of the wall, as it is defined at a distance d/2 from the wall face. At each point of the plan, shear stresses are integrated over the length, giving a “resultant force” with units of kips per inch. Then, these resultant forces are averaged over the length of the assumed failure plane and compared to the average shear capacity of the plane. Where no vertical shear reinforcing is used, the shear capacity is limited to 4 √𝑓′𝑐 according to ACI 318-14. When vertical shear reinforcing is provided, the shear strength provided by concrete is limited to 2 √𝑓′𝑐, and the rest of the capacity is provided by steel. However, the maximum shear demand is not allowed to exceed 6 √𝑓′𝑐 per ACI. The two-way shear stresses are shown in the following figures for the individual load combinations which produce the worst effects in the mat foundation. As seen in the figures below, the mat foundation has adequate shear capacity for two-way shear stresses with no added vertical shear reinforcing everywhere except for the 7.5 ft thick mat under the core walls. By studying the shear demand near core wall under governing load cases, vertical shear reinforcing of #7@18” for Residential building and #6@18” for Hotel building are provided. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 104 Figure 5.3-12: 2-Way Shear Check at left core – Residential building Figure 5.3-13: 2-Way Shear Check at left core – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 105 Figure 5.3-14: 2-Way Shear Check – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 106 Figure 5.3-15: 2-Way Shear Check – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 107 Figure 5.3-16: 2-Way Shear Check – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 108 Figure 5.3-17: 2-Way Shear Check at core – Hotel building Figure 5.3-18: 2-Way Shear Check at core – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 109 Figure 5.3-19: 2-Way Shear Check at Shear Wall 1 (4ft) – Hotel building Figure 5.3-20: 2-Way Shear Check at Shear Wall 2 (3ft) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 110 Column Punching Shear The column punching shear demand to capacity ratios are developed by SAFE. The SAFE results are then verified using hand calculations to show that the SAFE values are reasonable and can be used for design checks. For conditions where SAFE identifies a column that has a demand -capacity-ratio (DCR) greater than 1.0, a hand calculation is provided to show the required additional shear ties to be specified at that column. For simplicity, the maximum required area of shear reinforcement, and maximum required s hear length is specified at all column locations where the DCR reported by SAFE is greater than 1.0. As vertical shear reinforcing is used, the shear capacity is limited to a maximum of 6 √𝑓′𝑐 (2 √𝑓′𝑐 from concrete and 4 √𝑓′𝑐 from steel stirrups) according to ACI 318-14, at the locations where the SAFE DCR is greater than 1.0. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 111 Figure 5.3-21: Punching Shear Check from SAFE Analysis at Gravity Columns – Residential 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 112 Figure 5.3-22: Punching Shear Check from SAFE Analysis at Gravity Columns – Hotel 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 113 From the results shown above from SAFE, the DCR for the mat foundation punching shear is larger than 1 at the some columns. Hand calculation check for maximum DCR will be provided, results will be applied for other locations. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 114 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 115 Figure 5.3-23: Hand Calculation at Gravity Column Gridline R13-H 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 116 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 117 Figure 5.3-24: Hand Calculation at Gravity Column Gridline R13-K 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 118 Figure 5.3-25: Hand Calculation at Gravity Column Gridline H04-J 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 119 Figure 5.3-26: Hand Calculation at Gravity Column Gridline H03-J 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 120 5.1.1.2 FLEXURAL DESIGN In SAFE, nonlinear analyses are performed for the mat foundation to determine the flexural demands. Two different analysis models were run, one containing gravity, and one containing gravity and lateral forces. Both analyses were run using cracked section properties for the mat foundation equal to 0.5. As can be seen in the figures, all sections of the mat foundation have adequate reinforcing to resist the flexural demands. Figures that follow show the required reinforcement in excess of a typical mat of reinforcement, and compare that to what is specified on the drawings. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 121 Figure 5.3-27: Required Reinforcement in Excess of #9@12” Typical Bottom Bars X-Direction for 3’-0” mat (Green) – Residential building Figure 5.3-28: Required Reinforcement in Excess of #9@12” Typical Bottom Bars Y-Direction for 3’-0” mat (Green) – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 122 Figure 5.3-29: Required Reinforcement in Excess of #10@12” Typical Bottom Bars X-Direction for 4’-6” mat (Blue) – Residential building Figure 5.3-30: Required Reinforcement in Excess of #10@12” Typical Bottom Bars Y-Direction for 4’-6” mat (Blue) – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 123 Figure 5.3-31: Required Reinforcement in Excess of 2 layers #11@6” Typical Bottom Bars X-Direction for 7’-6” mat (Orange) – Residential building Figure 5.3-32: Required Reinforcement in Excess of 2 layers #11@6” Typical Bottom Bars Y-Direction for 7’-6” mat (Orange) – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 124 Figure 5.3-33: Required Reinforcement in Excess of #9@12” Typical Top Bars X-Direction for 3’-0” mat (Green) – Residential building Figure 5.3-34: Required Reinforcement in Excess of #9@12” Typical Top Bars Y-Direction for 3’-0” mat (Green) – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 125 Figure 5.3-35: Required Reinforcement in Excess of #10@12” Typical Top Bars X-Direction for 4’-6” mat (Blue) – Residential building Figure 5.3-36: Required Reinforcement in Excess of #10@12” Typical Top Bars Y-Direction for 4’-6” mat (Blue) – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 126 Figure 5.3-37: Required Reinforcement in Excess of #11@6” Typical Top Bars X-Direction for 7’-6” mat (Orange) – Residential building Figure 5.3-38: Required Reinforcement in Excess of #11@6” Typical Top Bars Y-Direction for 7’-6” mat (Orange) – Residential building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 127 Figure 5.3-39: Required Reinforcement in Excess of #9@12” Typical Bottom Bars X-Direction for 3’-0” mat (Left Portion) (Green) – Hotel building Figure 5.3-40: Required Reinforcement in Excess of #9@12” Typical Bottom Bars Y-Direction for 3’-0” mat (Left Portion) (Green) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 128 Figure 5.3-41: Required Reinforcement in Excess of #7@12” Typical Bottom Bars X-Direction for 3’-0” mat (Left Portion) (Green) – Hotel building Figure 5.3-42: Required Reinforcement in Excess of #7@12” Typical Bottom Bars Y-Direction for 3’-0” mat (Left Portion) (Green) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 129 Figure 5.3-43: Required Reinforcement in Excess of #9@12” Typical Bottom Bars X-Direction for 4’-0” mat (Blue) – Hotel building Figure 5.3-44: Required Reinforcement in Excess of #9@12” Typical Bottom Bars Y-Direction for 4’-0” mat (Blue) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 130 Figure 5.3-45: Required Reinforcement in Excess of 2 layers #11@6” Typical Bottom Bars X-Direction for 7’-6” mat (Yellow) – Hotel building Figure 5.3-46: Required Reinforcement in Excess of 2 layers #11@6” Typical Bottom Bars Y-Direction for 7’-6” mat (Yellow) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 131 Figure 5.3-47: Required Reinforcement in Excess of #9@12” Typical Top Bars X-Direction for 3’-0” mat (Right Portion) (Green) – Hotel building Figure 5.3-48: Required Reinforcement in Excess of #9@12” Typical Top Bars X-Direction for 3’-0” mat (Right Portion) (Green) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 132 Figure 5.3-49: Required Reinforcement in Excess of #7@12” Typical Top Bars X-Direction for 3’-0” mat (Right Portion) (Green) – Hotel building Figure 5.3-50: Required Reinforcement in Excess of #7@12” Typical Top Bars Y-Direction for 3’-0” mat (Right Portion) (Green) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 133 Figure 5.3-51: Required Reinforcement in Excess of #9@12” Typical Top Bars X-Direction for 4’-0” mat (Blue) – Hotel building Figure 5.3-52: Required Reinforcement in Excess of #9@12” Typical Top Bars Y-Direction for 4’-0” mat (Blue) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 134 Figure 5.3-53: Required Reinforcement in Excess of #11@6” Typical Top Bars X-Direction for 7’6” mat (Yellow) – Hotel building Figure 5.3-54: Required Reinforcement in Excess of #11@6” Typical Top Bars Y-Direction for 7’6” mat (Yellow) – Hotel building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 135 5.4 BASEMENT WALL DESIGN The perimeter basement walls were designed considering the lateral earth pressures provided by the geotechnical engineer. The elevation of the soil surface is assumed to match that provided by the civil engineer, and as recommended by the geotechnical engineer, the water table is assumed to exist at an elevation equal to 76.5ft below the soil surface, which is below the base of foundation. The following pages show the demand on the perimeter basement walls, as well as the design of the wall reinforcement at the typical section. The following figure shows the section at the typical one -story basement wall. The wall thicknesses are first sized for shear capacity and then the vertical reinforcing is designed and checked for the bending moments. Figure 5.4-1: Typical Basement Wall Section 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 136 Figure 5.4-2: Basement Wall Lateral Earth Pressure in Geotechnical Report Section 5.6 Figure 5.4-3: Basement Wall Load Cases 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 137 Simplified beam models were used to analyze the basement wall considering both pinned-pinned and fixed-fixed conditions. A 1.6 load factor was applied to loads shown in Figure 5.4-3 above. Figure 5.4-4: Basement Wall Design Force at 1 ft Wide Strip 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 138 Figure 5.4-5: Basement Wall Design Using S-Concrete 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 139 Design of East Basement Wall at Hotel Near Adjacent Building The lateral pressure due to surcharge loads at adjacent building is considered for the east side of hotel basement wall. As recommended by the geotechnical report, loads applied within a 1:1 projection from the surcharging structure shall be considered as lateral surcharge, and the lateral surcharge is equal to 50 percent of the vertical load as a minimum. To be conservative, the lateral surcharge load is applied for the full height of the basement wall, assuming the adjacenet building foundation is at the ground level of the project. Figure 5.4-6: Lateral Surcharge Pressure from Adjacent Building 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 140 Similar as the typical basement wall sections, both the at rest and the active load cases were considered. The lateral surcharge pressure from the adjacent building was added. Figure 5.4-7: Basement Wall Load Case 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 141 Figure 5.4-8: Basement Wall Design Force at 1 ft Wide Strip 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 142 Figure 5.4-9: Basement Wall Design Using S-Concrete 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 143 6.0 APPENDIX 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 144 6.1 ANALYSIS INPUT - ETABS 6.1.1 ETABS INPUT FILE (RESIDENTIAL) A printout of the linear elastic ETABS input file for the Residential building is included for reference. $ PROGRAM INFORMATION PROGRAM "ETABS" VERSION "21.2.0" $ CONTROLS UNITS "LB" "IN" "F" TITLE1 "Thornton Tomasetti, Inc." TITLE2 "UCI VERANO 8_BUILDING D_STRUC - Structural Plan - D - LEVEL 03" PREFERENCE MERGETOL 0.1 RLLF METHOD "NONE" $ STORIES - IN SEQUENCE FROM TOP STORY "UPPER ROOF" HEIGHT 162 MASTERSTORY "Yes" STORY "ROOF" HEIGHT 150 SIMILARTO "UPPER ROOF" STORY "L15" HEIGHT 126 SIMILARTO "UPPER ROOF" STORY "L14" HEIGHT 126 SIMILARTO "UPPER ROOF" STORY "L13" HEIGHT 126 SIMILARTO "UPPER ROOF" STORY "L12" HEIGHT 126 SIMILARTO "UPPER ROOF" STORY "L11" HEIGHT 126 SIMILARTO "UPPER ROOF" STORY "L10" HEIGHT 126 SIMILARTO "UPPER ROOF" STORY "L09" HEIGHT 126 SIMILARTO "UPPER ROOF" STORY "L08" HEIGHT 138 SIMILARTO "UPPER ROOF" STORY "L07" HEIGHT 138 MASTERSTORY "Yes" STORY "L06+" HEIGHT 60 MASTERSTORY "Yes" STORY "L06" HEIGHT 120 MASTERSTORY "Yes" STORY "L05" HEIGHT 120 SIMILARTO "L06" STORY "L04" HEIGHT 120 SIMILARTO "L06" STORY "L03" HEIGHT 120 MASTERSTORY "Yes" STORY "L02" HEIGHT 192 SIMILARTO "L03" STORY "L01" HEIGHT 132 SIMILARTO "L03" STORY "Base" ELEV -132 $ GRIDS GRIDSYSTEM "G1" TYPE "CARTESIAN" BUBBLESIZE 60 GRID "G1" LABEL "R17" DIR "X" COORD 0 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R16" DIR "X" COORD 132 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R15" DIR "X" COORD 470 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R14" DIR "X" COORD 808 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R13" DIR "X" COORD 1168 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R12" DIR "X" COORD 1506 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R11'" DIR "X" COORD 1999 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R10" DIR "X" COORD 2337 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R9" DIR "X" COORD 2675 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R8" DIR "X" COORD 2839 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R7" DIR "X" COORD 3118 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "RL" DIR "Y" COORD 0 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "RK" DIR "Y" COORD 156 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "RJ" DIR "Y" COORD 516 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "RH" DIR "Y" COORD 876 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "RG" DIR "Y" COORD 1236 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "RF" DIR "Y" COORD 1420 VISIBLE "Yes" BUBBLELOC "Both" GENGRID "G1" LABEL "CW2-CW6" X1 0 Y1 909 X2 3120 Y2 909 VISIBLE "Yes" BUBBLELOC "Both" GENGRID "G1" LABEL "CW4-CW8" X1 0 Y1 501.6 X2 3120 Y2 501.6 VISIBLE "Yes" BUBBLELOC "Both" REFERENCEPLANE "G1" Z -48 VISIBLE "No" LABEL "Y42" REFERENCEPLANE "G1" Z 84 VISIBLE "No" LABEL "R10" REFERENCEPLANE "G1" Z 252 VISIBLE "No" LABEL "Middle opeing" REFERENCEPLANE "G1" Z 372 VISIBLE "No" LABEL "Middle LB" REFERENCEPLANE "G1" Z 408 VISIBLE "No" LABEL "R15" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 145 REFERENCEPLANE "G1" Z 456 VISIBLE "No" LABEL "Middle LB - CW1" REFERENCEPLANE "G1" Z 768 VISIBLE "No" LABEL "R11'" REFERENCEPLANE "G1" Z 1860 VISIBLE "No" REFERENCEPLANE "G1" Z 1988 VISIBLE "No" LABEL "R10-1" $ DIAPHRAGM NAMES DIAPHRAGM "D1-Semi" TYPE SEMIRIGID DIAPHRAGM "D2-Semi" TYPE SEMIRIGID DIAPHRAGM "D3-Semi" TYPE SEMIRIGID $ MATERIAL PROPERTIES MATERIAL "A992Fy50" TYPE "Steel" GRADE "Grade 50" WEIGHTPERVOLUME 0.2835648 MATERIAL "A992Fy50" SYMTYPE "Isotropic" E 2.9E+07 U 0.3 A 6.49999992674566E-06 MATERIAL "A992Fy50" FY 50000 FU 65000 FYE 55000 FUE 71500 MATERIAL "A992Fy50" HYSTYPE "Kinematic" SSTYPE "Simple" STRAINATHARDENING 0.015 STRAINATMAXSTRESS 0.11 STRAINATRUPTURE 0.17 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 MATERIAL "5000Psi" TYPE "Concrete" GRADE "f'c 5000 psi" WEIGHTPERVOLUME 0.08680555 MATERIAL "5000Psi" SYMTYPE "Isotropic" E 4030509 U 0.2 A 5.50000004295725E -06 MATERIAL "5000Psi" FC 5000 MATERIAL "5000Psi" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "5000Psi" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Mander" STRAINATFC 0.00221914 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 MATERIAL "A615Gr60" TYPE "Rebar" GRADE "Grade 60" WEIGHTPERVOLUME 0.2835648 MATERIAL "A615Gr60" SYMTYPE "Uniaxial" E 2.9E+07 A 6.49999992674566E-06 MATERIAL "A615Gr60" FY 60000 FU 90000 FYE 66000 FUE 99000 MATERIAL "A615Gr60" HYSTYPE "Kinematic" SSTYPE "Simple" STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 MATERIAL "A416Gr270" TYPE "Tendon" GRADE "Grade 270" WEIGHTPERVOLUME 0.2835648 MATERIAL "A416Gr270" SYMTYPE "Uniaxial" E 2.85E+07 A 6.49999992674566E-06 MATERIAL "A416Gr270" FY 245100 FU 270000 MATERIAL "A416Gr270" HYSTYPE "Kinematic" SSTYPE "270ksi" FINALSLOPE -0.1 IOTENSION 0.015 LSTENSION 0.023 CPTENSION 0.03 IOCOMPRESSION 0.015 LSCOMPRESSION 0.023 CPCOMPRESSION 0.03 MATERIAL "6000Psi" TYPE "Concrete" GRADE "f'c 6000 psi" WEIGHTPERVOLUME 0.08680555 MATERIAL "6000Psi" SYMTYPE "Isotropic" E 4415201 U 0.2 A 5.50000004295725E -06 MATERIAL "6000Psi" FC 6000 MATERIAL "6000Psi" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "6000Psi" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Mander" STRAINATFC 0.00271788 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 MATERIAL "5750Psi" TYPE "Concrete" GRADE "f'c 5500 psi" WEIGHTPERVOLUME 0.08680555 MATERIAL "5750Psi" SYMTYPE "Isotropic" E 4322239 U 0.2 A 5.50000004295725E -06 MATERIAL "5750Psi" FC 5500 MATERIAL "5750Psi" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "5750Psi" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Mander" STRAINATFC 0.00271788 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 MATERIAL "8000Psi" TYPE "Concrete" GRADE "f'c 8000 psi" WEIGHTPERVOLUME 0.08680555 MATERIAL "8000Psi" SYMTYPE "Isotropic" E 5098234 U 0.2 A 5.50000004295725E -06 MATERIAL "8000Psi" FC 8000 MATERIAL "8000Psi" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "8000Psi" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Mander" STRAINATFC 0.00271788 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 $ REBAR DEFINITIONS REBARDEFINITION "#2" AREA 0.05 DIA 0.25 REBARDEFINITION "#3" AREA 0.11 DIA 0.375 REBARDEFINITION "#4" AREA 0.2 DIA 0.5 REBARDEFINITION "#5" AREA 0.31 DIA 0.625 REBARDEFINITION "#6" AREA 0.44 DIA 0.75 REBARDEFINITION "#7" AREA 0.6 DIA 0.875 REBARDEFINITION "#8" AREA 0.79 DIA 1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 146 REBARDEFINITION "#9" AREA 1 DIA 1.128 REBARDEFINITION "#10" AREA 1.27 DIA 1.27 REBARDEFINITION "#11" AREA 1.56 DIA 1.41 REBARDEFINITION "#14" AREA 2.25 DIA 1.693 REBARDEFINITION "#18" AREA 4 DIA 2.257 $ FRAME SECTIONS FRAMESECTION "C_20x30_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 30 B 20 FRAMESECTION "Facade_NoMass" MATERIAL "5750Psi" SHAPE "Concrete Rectangular" D 1 B 1 FRAMESECTION "C_20x20_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 20 B 20 FRAMESECTION "C_24x24_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 24 B 24 FRAMESECTION "C_20x24_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 24 B 20 FRAMESECTION "C_18x24_6ksi" MATERIAL "6000Psi" SHAPE "Concrete Rectangular" D 24 B 18 FRAMESECTION "C_20x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 20 FRAMESECTION "C_24x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 24 FRAMESECTION "C_18X36_6ksi" MATERIAL "6000Psi" SHAPE "Concrete Rectangular" D 36 B 18 FRAMESECTION "C_18x30_6ksi" MATERIAL "6000Psi" SHAPE "Concrete Rectangular" D 30 B 18 FRAMESECTION "C_24x30_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 30 B 24 FRAMESECTION "Balcony_NoMass" MATERIAL "5750Psi" SHAPE "Concrete Rectangular" D 1 B 1 FRAMESECTION "C_24x18_6ksi" MATERIAL "6000Psi" SHAPE "Concrete Rectangular" D 18 B 24 FRAMESECTION "C_20x24_6ksi" MATERIAL "6000Psi" SHAPE "Concrete Rectangular" D 24 B 20 FRAMESECTION "C_20x30_6ksi" MATERIAL "6000Psi" SHAPE "Concrete Rectangular" D 30 B 20 FRAMESECTION "C_20x36_6ksi" MATERIAL "6000Psi" SHAPE "Concrete Rectangular" D 36 B 20 FRAMESECTION "C_24x24_6ksi" MATERIAL "6000Psi" SHAPE "Concrete Rectangular" D 24 B 24 FRAMESECTION "LB_24x48_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 48 B 24 FRAMESECTION "LB_24x48_8ksi_Emb" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 48 B 24 FRAMESECTION "LB_28x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 28 FRAMESECTION "LB_28x36_8ksi_Emb" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 28 FRAMESECTION "LB_28x42_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 42 B 28 FRAMESECTION "LB_28x42_8ksi_Emb" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 42 B 28 FRAMESECTION "LB_28x30_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 30 B 28 FRAMESECTION "LB_28x30_8ksi_Emb" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 30 B 28 FRAMESECTION "LB_28x77_8ksi_Emb" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 77 B 28 FRAMESECTION "LB_28x77_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 77 B 28 FRAMESECTION "LB_28x66_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 66 B 28 FRAMESECTION "LB_28x66_8ksi_Emb" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 66 B 28 FRAMESECTION "LB_20x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 20 FRAMESECTION "LB_20x36_8ksi_Emb" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 20 FRAMESECTION "LB_20x48_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 48 B 20 FRAMESECTION "PlanterLineLoad_NoMass" MATERIAL "5750Psi" SHAPE "Concrete Rectangular" D 1 B 1 FRAMESECTION "PoolWall_NoMass" MATERIAL "5750Psi" SHAPE "Concrete Rectangular" D 1 B 1 FRAMESECTION "B12x24_5.75ksi" MATERIAL "5750Psi" SHAPE "Concrete Rectangular" D 24 B 12 FRAMESECTION "LB_24x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 24 FRAMESECTION "LB_24x36_8ksi_Emb" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 24 FRAMESECTION "C_22x48_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 48 B 22 FRAMESECTION "C_24x48_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 48 B 24 FRAMESECTION "C_20x48_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 48 B 20 FRAMESECTION "C_20x30_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "Facade_NoMass" AMOD 0.1 A2MOD 0.1 A3MOD 0.1 JMOD 0.1 I2MOD 0.1 I3MOD 0.1 MMOD 0 WMOD 0 FRAMESECTION "C_20x20_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_24x24_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_20x24_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_18x24_6ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_20x36_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_24x36_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_18X36_6ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_18x30_6ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_24x30_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "Balcony_NoMass" AMOD 0.1 A2MOD 0.1 A3MOD 0.1 JMOD 0.1 I2MOD 0.1 I3MOD 0.1 MMOD 0 WMOD 0 FRAMESECTION "C_24x18_6ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_20x24_6ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_20x30_6ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_20x36_6ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_24x24_6ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "LB_24x48_8ksi" I2MOD 0.35 I3MOD 0.35 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 147 FRAMESECTION "LB_24x48_8ksi_Emb" AMOD 0.1 I2MOD 0.35 I3MOD 0.35 MMOD 0 WMOD 0 FRAMESECTION "LB_28x36_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_28x36_8ksi_Emb" AMOD 0.1 I2MOD 0.35 I3MOD 0.35 MMOD 0 WMOD 0 FRAMESECTION "LB_28x42_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_28x42_8ksi_Emb" AMOD 0.1 I2MOD 0.35 I3MOD 0.35 MMOD 0 WMOD 0 FRAMESECTION "LB_28x30_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_28x30_8ksi_Emb" AMOD 0.1 I2MOD 0.35 I3MOD 0.35 MMOD 0 WMOD 0 FRAMESECTION "LB_28x77_8ksi_Emb" AMOD 0.1 I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_28x77_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_28x66_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_28x66_8ksi_Emb" AMOD 0.1 I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_20x36_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_20x36_8ksi_Emb" AMOD 0.1 I2MOD 0.35 I3MOD 0.35 MMOD 0 WMOD 0 FRAMESECTION "LB_20x48_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "PlanterLineLoad_NoMass" AMOD 0.1 A2MOD 0.1 A3MOD 0.1 JMOD 0.1 I2MOD 0.1 I3MOD 0.1 MMOD 0 WMOD 0 FRAMESECTION "PoolWall_NoMass" AMOD 0.1 A2MOD 0.1 A3MOD 0.1 JMOD 0.1 I2MOD 0.1 I3MOD 0.1 MMOD 0 WMOD 0 FRAMESECTION "B12x24_5.75ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_24x36_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_24x36_8ksi_Emb" AMOD 0.1 I2MOD 0.35 I3MOD 0.35 MMOD 0 WMOD 0 FRAMESECTION "C_22x48_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_24x48_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_20x48_8ksi" I2MOD 0.7 I3MOD 0.7 $ CONCRETE SECTIONS CONCRETESECTION "C_20x30_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "Facade_NoMass" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Beam" COVERTOP 2.5 COVERBOTTOM 2.5 ATI 0 ABI 0 ATJ 0 ABJ 0 CONCRETESECTION "C_20x20_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_24x24_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_20x24_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_18x24_6ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_20x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_24x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_18X36_6ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_18x30_6ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_24x30_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "Balcony_NoMass" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Beam" COVERTOP 2.5 COVERBOTTOM 2.5 ATI 0 ABI 0 ATJ 0 ABJ 0 CONCRETESECTION "C_24x18_6ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_20x24_6ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 148 CONCRETESECTION "C_20x30_6ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_20x36_6ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_24x24_6ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_24x48_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_24x48_8ksi_Emb" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 0 CONFINEBARAREA 0 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x36_8ksi_Emb" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x42_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x42_8ksi_Emb" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x30_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x30_8ksi_Emb" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x77_8ksi_Emb" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x77_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x66_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_28x66_8ksi_Emb" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_20x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_20x36_8ksi_Emb" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_20x48_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "PlanterLineLoad_NoMass" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Beam" COVERTOP 2.5 COVERBOTTOM 2.5 ATI 0 ABI 0 ATJ 0 ABJ 0 CONCRETESECTION "PoolWall_NoMass" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Beam" COVERTOP 2.5 COVERBOTTOM 2.5 ATI 0 ABI 0 ATJ 0 ABJ 0 CONCRETESECTION "B12x24_5.75ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_24x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 149 CONCRETESECTION "LB_24x36_8ksi_Emb" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_22x48_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_24x48_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_20x48_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 $ TENDON SECTIONS TENDONSECTION "Tendon1" MATERIAL "A416Gr270" STRANDAREA 0.153 $ SLAB PROPERTIES SHELLPROP "S_10_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 10 SHELLPROP "S_10_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_8_5.75ksi_PT" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 8 SHELLPROP "S_8_5.75ksi_PT" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_12_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 12 SHELLPROP "S_12_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_16_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 16 SHELLPROP "S_16_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_7_5.75ksi_PT" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 7 SHELLPROP "S_7_5.75ksi_PT" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_8_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 8 SHELLPROP "S_8_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 $ DECK PROPERTIES SHELLPROP "Deck1" PROPTYPE "Deck" DECKTYPE "Filled" CONCMATERIAL "5000Psi" DECKMATERIAL "A992Fy50" DECKSLABDEPTH 3.5 DECKRIBDEPTH 3 DECKRIBWIDTHTOP 7 DECKRIBWIDTHBOTTOM 5 DECKRIBSPACING 12 DECKSHEARTHICKNESS 0.035 DECKUNITWEIGHT 0.01597222 SHEARSTUDDIAM 0.75 SHEARSTUDHEIGHT 6 SHEARSTUDFU 65000 $ WALL PROPERTIES SHELLPROP "W_20""_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 20 SHELLPROP "W_20""_8ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_20""_6ksi" PROPTYPE "Wall" MATERIAL "6000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 20 SHELLPROP "W_20""_6ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_16""_5ksi (FND)" PROPTYPE "Wall" MATERIAL "5000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 16 SHELLPROP "W_16""_5ksi (FND)" M11MOD 0.8 M22MOD 0.8 MMOD 0 SHELLPROP "W_24""_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 24 SHELLPROP "W_24""_8ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_24""_6ksi" PROPTYPE "Wall" MATERIAL "6000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 24 SHELLPROP "W_24""_6ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_30''_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 30 SHELLPROP "W_30''_8ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_26""_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 26 SHELLPROP "W_26""_8ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_32""_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 32 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 150 SHELLPROP "W_32""_8ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_28""_6ksi" PROPTYPE "Wall" MATERIAL "6000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 28 SHELLPROP "W_28""_6ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_30""_6ksi" PROPTYPE "Wall" MATERIAL "6000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 30 SHELLPROP "W_30""_6ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_28""_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 28 SHELLPROP "W_28""_8ksi" F11MOD 0.35 F22MOD 0.35 F12MOD 0.25 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 $ LINK PROPERTIES LINKPROP "Link1" TYPE "LINEAR" LINKPROP "Link1" DOF "U1" LINKPROP "Link1" U1STIFF 1 $ PANEL ZONE PROPERTIES PANELZONE "PZone1" PZENDOFFSETSRIGID "No" PZACTIVEDIRECTIONS "Both" PZTYPE "From Column" PANELZONE "PZone1" PZDOUBLER 0 $ PIER/SPANDREL NAMES PIERNAME "P1" PIERNAME "Y01" PIERNAME "Y02" PIERNAME "Y03" PIERNAME "Y04" PIERNAME "Y05" PIERNAME "Y06" PIERNAME "Y07" PIERNAME "X01" PIERNAME "X02" PIERNAME "X03" PIERNAME "X04" PIERNAME "X05" PIERNAME "X06" PIERNAME "X07" PIERNAME "X08" PIERNAME "Y08" PIERNAME "Y09" PIERNAME "X01A" PIERNAME "Y05A" PIERNAME "Y08A" PIERNAME "Y01A" PIERNAME "Y01B" PIERNAME "Y05B" PIERNAME "X03A" PIERNAME "X07A" PIERNAME "X05A" PIERNAME "X05B" PIERNAME "X01B" PIERNAME "Y08B" PIERNAME "Y07A" PIERNAME "Y07B" PIERNAME "BW1" PIERNAME "BW2" PIERNAME "BW3" PIERNAME "BW4" PIERNAME "BW5" PIERNAME "X05C" SPANDRELNAME "S1" SPANDRELNAME "SX1" SPANDRELNAME "SX2" SPANDRELNAME "SX3" SPANDRELNAME "SX4" SPANDRELNAME "SX5" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 151 SPANDRELNAME "SX6" SPANDRELNAME "SX7" SPANDRELNAME "SX3-1" SPANDRELNAME "SX4-1" SPANDRELNAME "SX8" SPANDRELNAME "SX9" SPANDRELNAME "SY1" SPANDRELNAME "SY2" SPANDRELNAME "SY3" SPANDRELNAME "SY4" SPANDRELNAME "SY5" SPANDRELNAME "SY6" $ POINT COORDINATES POINT "6" 132 1420 POINT "13" 132 1236 POINT "14" 132 876 POINT "15" 132 516 POINT "17" 132 156 POINT "19" 132 0 POINT "20" 0 156 POINT "21" 0 876 POINT "22" 0 1236 POINT "70" 0 516 POINT "73" 0 1420 POINT "77" 470 1420 POINT "78" 470 1236 POINT "79" 470 156 POINT "82" 470 0 POINT "83" 808 156 POINT "84" 808 0 POINT "89" 808 1420 POINT "90" 808 1236 POINT "91" 1168 1420 POINT "92" 1168 1236 POINT "93" 1168 516 POINT "94" 1168 876 POINT "95" 1168 696 POINT "96" 1506 516 POINT "97" 1506 876 POINT "98" 1506 696 POINT "102" 1844 516 POINT "103" 1844 876 POINT "104" 1844 696 POINT "105" 2675 876 POINT "106" 2675 516 POINT "107" 2839 876 POINT "108" 2839 516 POINT "109" 3118 876 POINT "111" 1506 1420 POINT "112" 1506 1236 POINT "113" 1168 156 POINT "114" 1168 0 POINT "115" 1506 156 POINT "116" 1506 0 POINT "118" 1844 156 POINT "119" 1999 156 POINT "120" 1844 0 POINT "121" 1999 0 POINT "122" 2337 156 POINT "123" 2337 0 POINT "124" 2675 156 POINT "125" 2675 0 POINT "126" 2839 156 POINT "127" 2839 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 152 POINT "128" 3118 156 POINT "130" 3118 0 POINT "131" 1844 1420 POINT "132" 1844 1236 POINT "133" 1999 1420 POINT "134" 1999 1236 POINT "135" 2337 1420 POINT "136" 2337 1236 POINT "137" 2675 1420 POINT "138" 2675 1236 POINT "139" 2839 1420 POINT "140" 2839 1236 POINT "141" 3118 1420 POINT "142" 3118 1236 POINT "176" 808 912 POINT "27" 2337 504.0149 POINT "5" 132 118 POINT "9" -78 118 POINT "25" -78 1236 POINT "30" -78 516 POINT "33" 0 1442.5 POINT "51" -78 1442.5 POINT "54" 3230.253 1442.499 POINT "55" 3230.25 -30 POINT "56" 132 -30 POINT "1" 132 1442.5 POINT "2" 470 1442.5 POINT "3" 808 1442.5 POINT "4" 1168 1442.5 POINT "10" 1506 1442.5 POINT "31" 1844 1442.5 POINT "32" 1999 1442.5 POINT "34" 2337 1442.499 POINT "45" 2675 1442.499 POINT "49" 2839 1442.499 POINT "52" 3118 1442.499 POINT "64" -78 156 POINT "66" -78 876 POINT "67" -78 1420 POINT "69" 3118 -30 POINT "71" 2839 -30 POINT "72" 2675 -30 POINT "74" 2337 -30 POINT "75" 1999 -30 POINT "76" 1844 -30 POINT "80" 1506 -30 POINT "81" 1168 -30 POINT "85" 808 -30 POINT "86" 470 -30 POINT "7" 1999 876 POINT "62" 3230.253 516 POINT "87" 3118 516 POINT "88" 470 516 POINT "99" 808 516 POINT "100" 1999 516 POINT "101" 2337 516 POINT "117" 808 876 POINT "129" 3230.253 1236 POINT "143" 3230.253 156 POINT "12" 2337 876 POINT "41" 3230.253 876 POINT "48" 470 876 POINT "63" 1999 757.2573 POINT "46" 98 118 POINT "53" 98 -30 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 153 POINT "57" 2875 -30 POINT "68" 2875 156 POINT "110" 2875 1236 POINT "144" 2875 1442.499 POINT "146" 0 118 POINT "150" 2875 876 POINT "151" 808 696 POINT "152" 1999 696 POINT "147" 2875 516 POINT "156" 1998.868 1442.5 POINT "28" 1999.261 -30 POINT "154" 470 414 POINT "157" 132 414 POINT "155" 808 420 POINT "158" 1999 420 POINT "159" 2337 420.0149 POINT "160" 2929 420.0149 POINT "163" 2929 1510 POINT "164" -78 1510 POINT "166" -78.00261 408.0149 POINT "167" 469.9974 408 POINT "168" 132 408 POINT "169" 132 1510 POINT "170" 0 1510 POINT "171" 0 408 POINT "172" 470 1510 POINT "173" 808 1510 POINT "174" 1168 420 POINT "175" 1168 1510 POINT "178" 1999 1510 POINT "179" 1844 1510 POINT "180" 1844 420 POINT "181" 2337 1510 POINT "182" 2839 1510 POINT "183" 2839 420.0149 POINT "184" 2675 420.0149 POINT "185" 2675 1510 POINT "186" 1506 1510 POINT "187" 1506 420 POINT "188" 2929 1236 POINT "189" 2929 876 POINT "190" 2929 516 POINT "192" 2929 1420 POINT "161" 2875 504.0149 POINT "191" 2839 504.0149 POINT "165" 2875 1420 POINT "196" 2429 1442.499 POINT "198" 346 876 POINT "199" 346 1236 POINT "203" 659.9767 -30 POINT "204" 659.2878 156 POINT "219" 366 876 POINT "220" 366 516 POINT "222" 470 990 POINT "223" 808 990 POINT "224" 132 990 POINT "201" 2675 1008 POINT "202" 132 1008 POINT "205" 1844 1008 POINT "206" 1999 1008 POINT "207" 1506 1008 POINT "208" 1168 1008 POINT "217" 808 1008 POINT "218" 2337 1008 POINT "225" 470 1008 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 154 POINT "226" 1168 318 POINT "227" 1844 318 POINT "230" 1506 318 POINT "162" 2433 1420 POINT "231" 2433 1008 POINT "232" 2433 1236 POINT "233" 2433 876 POINT "195" 470 909 POINT "235" 808 909 POINT "253" 1999 909 POINT "254" 2337 909 POINT "47" 470 780 POINT "346" 2337 909 96 POINT "319" 2223 909 POINT "270" 2133 757.2573 POINT "240" 584 780 POINT "197" 470 780 96 POINT "251" 470 909 96 POINT "39" 808 708 POINT "242" 685 708 POINT "261" 904 516 POINT "266" 904 780 POINT "268" 808 780 POINT "274" 228 876 POINT "275" 228 516 POINT "277" 470 631 POINT "278" 228 631 POINT "259" 228 780 POINT "269" 132 780 POINT "279" 228 1236 POINT "280" 132 1056 POINT "281" -78 1056 POINT "284" 228 1158 POINT "285" 346 1158 POINT "286" 132 1326 POINT "294" 470 1326 POINT "301" 228 1326 POINT "302" 346 1326 POINT "303" 228 1442.5 POINT "304" 346 1442.5 POINT "276" 1999 638.0149 POINT "282" 2337 638.0149 POINT "237" 1999 706 POINT "255" 2337 706 POINT "289" 2223 706 POINT "292" 808 285 POINT "325" 1999 94 POINT "315" 2441 392 POINT "331" 2675 392 POINT "366" 2441 296 POINT "367" 2675 296 POINT "368" 2337 296 POINT "369" 2441 516 POINT "336" 2433 1510 POINT "372" 2791 1420 POINT "373" 2791 504.0149 POINT "374" 2791 876 POINT "375" 2791 1236 POINT "379" 2433 564 POINT "381" 2791 564 POINT "383" 2433 1372 POINT "389" 2791 1372 POINT "380" 1999 909 54 POINT "386" 1999 909 96 POINT "387" 808 909 96 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 155 POINT "440" 470 909 60 POINT "442" 808 909 60 POINT "264" 470 780 60 POINT "296" 747 909 POINT "406" 709 909 POINT "8" 808 710 POINT "18" 685 710 POINT "29" 1999 874 POINT "148" 1999 826 POINT "44" 2060 909 POINT "337" 2098 909 POINT "352" 470 909 54 POINT "353" 747 909 54 POINT "354" 808 909 54 POINT "355" 709 909 54 POINT "382" 98 46 POINT "385" 470 46 POINT "399" 659.6953 46 POINT "415" 2839 44 POINT "422" 2675 44 POINT "423" 2675 127 POINT "424" 2839 127 POINT "434" 2757 44 POINT "435" 2757 127 POINT "361" 2337 127 POINT "363" 2337 44 POINT "425" 2419 44 POINT "426" 2419 127 POINT "445" 2419 -30 POINT "446" 2419 156 POINT "370" 470 840 POINT "378" 470 840 96 POINT "392" 470 738 POINT "419" 470 738 96 POINT "436" 470 670 POINT "437" 470 670 96 POINT "438" 470 554 POINT "441" 470 554 96 POINT "443" 470 622 POINT "479" 470 622 96 POINT "480" 470 554 60 POINT "481" 470 622 60 POINT "482" 470 670 60 POINT "483" 470 738 60 POINT "402" 470 840 60 POINT "416" 2337 748 POINT "420" 2337 668 POINT "427" 2337 668 96 POINT "428" 2337 748 96 POINT "449" 592 780 POINT "450" 2143 757.2573 POINT "451" 2215 706 POINT "433" 66 1236 POINT "439" 66 1442.5 POINT "444" 0 1339.25 POINT "456" -78 1339.25 POINT "466" 0 228 POINT "467" -78 228 POINT "468" 0 300 POINT "469" -78 300 POINT "470" 0 372 POINT "471" -78 372 POINT "472" 0 444 POINT "473" -78 444 POINT "475" -39 516 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 156 POINT "476" -39 1236 POINT "488" 582.6667 990 POINT "489" 582.6667 1236 POINT "490" 695.3333 990 POINT "491" 695.3333 1236 POINT "496" -78 896 POINT "497" 0 896 POINT "498" 0 856 POINT "499" -78 856 POINT "500" 132 896 POINT "501" -39 896 POINT "502" 132 856 POINT "503" -39 856 POINT "38" 470 411 POINT "43" 808 411 POINT "145" 470 285 POINT "59" 2875 392 POINT "60" 2875 296 POINT "249" 2775 296 POINT "257" 2775 392 POINT "258" 2337 392 POINT "260" 1999 318 POINT "262" 1999 378 POINT "271" 1844 378 POINT "362" 2105 156 POINT "364" 2105 318 POINT "384" 2105 377.989 POINT "394" 2105 94 POINT "403" 2198 377.989 POINT "409" 2198 94 POINT "413" 2198 156 POINT "414" 2198 318 POINT "417" 2198 296 POINT "418" 2198 -30 POINT "535" 2530.5 1319.588 POINT "536" 2589.25 1319.588 POINT "537" 2589.25 1266.875 POINT "538" 2530.5 1266.875 POINT "539" 2791 1319.588 POINT "540" 2433 1319.588 POINT "541" 2791 1266.875 POINT "542" 2530.5 1236 POINT "543" 2589.25 1236 POINT "544" 2433 1266.875 POINT "545" 2530.5 1146.875 POINT "546" 2589.25 1146.875 POINT "547" 2589.25 1041.625 POINT "548" 2530.5 1041.625 POINT "550" 2791 1146.875 POINT "551" 2530.5 876 POINT "552" 2589.25 876 POINT "553" 2433 1146.875 POINT "555" 2530.5 905.125 POINT "556" 2530.5 799.8759 POINT "557" 2589.25 799.8759 POINT "558" 2589.25 905.125 POINT "559" 2530.5 564 POINT "560" 2589.25 564 POINT "563" 2589.25 616.7128 POINT "564" 2530.5 616.7128 POINT "554" 2654.875 803.125 POINT "568" 2654.5 1099.625 POINT "575" 2745 1077.625 POINT "576" 2654.875 825.125 POINT "577" 2745 825.125 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 157 POINT "578" 2654.5 1121.625 POINT "579" 2745 1121.625 POINT "580" 2745 564 POINT "581" 2745 876 POINT "582" 2745 803.125 POINT "583" 2791 803.125 POINT "584" 2589.25 825.125 POINT "585" 2530.5 825.125 POINT "586" 2433 825.125 POINT "587" 2654.875 564 POINT "588" 2791 1077.625 POINT "589" 2589.25 1077.625 POINT "590" 2530.5 1077.625 POINT "591" 2433 1077.625 POINT "596" 2745 1099.625 POINT "598" 2791 1121.625 POINT "549" 2337 564 POINT "200" 2149 909 POINT "404" 2209 909 POINT "410" 2149 909 96 POINT "516" 2209 909 96 POINT "518" 2149 757.2573 POINT "243" 608 909 POINT "307" 668 909 POINT "309" 608 909 60 POINT "311" 668 909 60 POINT "312" 668 909 96 POINT "313" 608 909 96 POINT "250" 2130 1008 POINT "345" 808 873 POINT "357" 808 825 POINT "339" 2337 909 48 POINT "344" 2209 909 48 POINT "348" 2149 909 48 POINT "349" 1999 909 48 POINT "351" 808 825 60 POINT "421" 808 873 60 POINT "447" 808 873 96 POINT "448" 808 825 96 POINT "478" 808 770 POINT "504" 808 710 96 POINT "505" 808 770 96 POINT "627" 808 710 60 POINT "628" 808 770 60 POINT "26" 668 710 POINT "65" 2133 909 POINT "317" 2337 669 POINT "24" 2337 579 POINT "314" 608 909 54 POINT "341" 668 909 54 POINT "342" 1999 909 114 POINT "359" 1999 826 114 POINT "377" 1999 874 114 POINT "395" 2133 909 114 POINT "396" 2223 909 114 POINT "397" 2337 909 114 POINT "177" 2337 909 30 POINT "241" 1999 909 30 POINT "248" 2060 909 30 POINT "252" 2098 909 30 POINT "256" 2133 909 30 POINT "263" 2223 909 30 POINT "153" 2337 909 54 POINT "214" 2337 669 54 POINT "288" 2337 579 54 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 158 POINT "316" 2223 909 54 POINT "321" 2133 909 54 POINT "327" 2098 909 54 POINT "330" 2060 909 54 POINT "408" 919 -30 POINT "210" 919 318 POINT "211" 919 156 POINT "295" 1844 97 POINT "272" 1999 97 POINT "287" 808 414 POINT "593" 1168 144 POINT "597" 1168 85 POINT "599" 1844 85 POINT "290" 808 441 POINT "298" 1844 441 POINT "310" 1168 441 POINT "454" 1506 441 POINT "610" 919 441 POINT "283" 1999 441 POINT "485" 1844 94 POINT "297" 1168 328.2076 POINT "338" 1168 387.2076 POINT "507" 919 85 POINT "229" 366 411 POINT "465" 132 411 POINT "525" 2223 807.5 POINT "526" 2337 807.5 POINT "209" 919 144 POINT "238" 966 144 POINT "328" 966 85 POINT "340" 919 387.2076 POINT "343" 966 387.2076 POINT "365" 966 328.2076 POINT "371" 919 328.2076 POINT "299" 592 501.6 60 POINT "300" 652 501.6 60 POINT "376" 2133 501.6149 POINT "398" 1999 501.6149 POINT "400" 2337 501.6149 POINT "460" 1999 501.6149 114 POINT "461" 2337 501.6149 96 POINT "462" 2223 501.6149 POINT "463" 1999 501.6149 96 POINT "508" 1999 501.6149 54 POINT "509" 2337 501.6149 114 POINT "510" 2143 501.6 POINT "511" 2215 501.6 POINT "513" 584 501.6 POINT "514" 808 501.6 POINT "515" 470 501.6 POINT "567" 470 501.6 96 POINT "569" 808 501.6 96 POINT "570" 685 501.6 POINT "571" 470 501.6 60 POINT "594" 808 501.6 60 POINT "595" 470 501.6 54 POINT "602" 808 501.6 54 POINT "607" 592 501.6 POINT "624" 668 501.6 POINT "626" 2198 501.6149 POINT "629" 652 501.6 POINT "630" 2149 501.6 POINT "631" 2209 501.6 POINT "632" 2149 501.6 114 POINT "633" 2209 501.6 114 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 159 POINT "634" 2209 501.6 48 POINT "635" 2337 501.6149 48 POINT "636" 1999 501.6149 48 POINT "637" 2149 501.6 48 POINT "638" 2337 501.6149 54 POINT "639" 592 501.6 96 POINT "640" 652 501.6 96 POINT "641" 2209 501.6 96 POINT "642" 2149 501.6 96 POINT "495" 1215 144 POINT "11" 1553 378 POINT "16" 1506 387.2076 POINT "23" 1553 387.2076 POINT "36" 1553 328.2076 POINT "40" 1506 328.2076 POINT "58" 1553 85 POINT "61" 1506 85 POINT "149" 1553 144 POINT "193" 1506 144 POINT "612" 1234 328.2076 POINT "613" 1281 328.2076 POINT "614" 1281 387.2076 POINT "615" 1234 387.2076 POINT "616" 1234 144 POINT "617" 1281 144 POINT "618" 1281 85 POINT "619" 1234 85 POINT "620" 1281 441 POINT "621" 1281 318 POINT "622" 1281 156 POINT "623" 1257.5 328.2076 POINT "643" 1281 357.7076 POINT "644" 1257.5 387.2076 POINT "645" 1234 357.7076 POINT "42" 1626 156 POINT "50" 1626 318 POINT "194" 1626 328.2076 POINT "265" 1626 387.2076 POINT "291" 1626 85 POINT "293" 1626 144 POINT "332" 1626 441 POINT "216" 2295 1236 POINT "247" 2295 1442.499 POINT "212" 0 501.6 POINT "213" 2429 501.6 $ LINE CONNECTIVITIES LINE "C45" COLUMN "6" "6" 1 LINE "C56" COLUMN "13" "13" 1 LINE "C57" COLUMN "15" "15" 1 LINE "C58" COLUMN "14" "14" 1 LINE "C65" COLUMN "17" "17" 1 LINE "C69" COLUMN "19" "19" 1 LINE "C70" COLUMN "20" "20" 1 LINE "C71" COLUMN "21" "21" 1 LINE "C72" COLUMN "22" "22" 1 LINE "C74" COLUMN "70" "70" 1 LINE "C75" COLUMN "73" "73" 1 LINE "C77" COLUMN "77" "77" 1 LINE "C78" COLUMN "78" "78" 1 LINE "C79" COLUMN "79" "79" 1 LINE "C80" COLUMN "82" "82" 1 LINE "C81" COLUMN "83" "83" 1 LINE "C82" COLUMN "84" "84" 1 LINE "C83" COLUMN "89" "89" 1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 160 LINE "C84" COLUMN "90" "90" 1 LINE "C106" COLUMN "91" "91" 1 LINE "C107" COLUMN "92" "92" 1 LINE "C108" COLUMN "93" "93" 1 LINE "C109" COLUMN "94" "94" 1 LINE "C110" COLUMN "95" "95" 1 LINE "C111" COLUMN "96" "96" 1 LINE "C112" COLUMN "97" "97" 1 LINE "C113" COLUMN "98" "98" 1 LINE "C117" COLUMN "102" "102" 1 LINE "C118" COLUMN "103" "103" 1 LINE "C119" COLUMN "104" "104" 1 LINE "C120" COLUMN "105" "105" 1 LINE "C121" COLUMN "106" "106" 1 LINE "C122" COLUMN "107" "107" 1 LINE "C123" COLUMN "108" "108" 1 LINE "C124" COLUMN "109" "109" 1 LINE "C126" COLUMN "111" "111" 1 LINE "C127" COLUMN "112" "112" 1 LINE "C128" COLUMN "113" "113" 1 LINE "C129" COLUMN "114" "114" 1 LINE "C130" COLUMN "115" "115" 1 LINE "C131" COLUMN "116" "116" 1 LINE "C132" COLUMN "118" "118" 1 LINE "C134" COLUMN "119" "119" 1 LINE "C135" COLUMN "120" "120" 1 LINE "C136" COLUMN "121" "121" 1 LINE "C137" COLUMN "122" "122" 1 LINE "C138" COLUMN "123" "123" 1 LINE "C139" COLUMN "124" "124" 1 LINE "C140" COLUMN "125" "125" 1 LINE "C141" COLUMN "126" "126" 1 LINE "C142" COLUMN "127" "127" 1 LINE "C143" COLUMN "128" "128" 1 LINE "C145" COLUMN "130" "130" 1 LINE "C146" COLUMN "131" "131" 1 LINE "C147" COLUMN "132" "132" 1 LINE "C148" COLUMN "133" "133" 1 LINE "C149" COLUMN "134" "134" 1 LINE "C150" COLUMN "135" "135" 1 LINE "C151" COLUMN "136" "136" 1 LINE "C152" COLUMN "137" "137" 1 LINE "C153" COLUMN "138" "138" 1 LINE "C154" COLUMN "139" "139" 1 LINE "C155" COLUMN "140" "140" 1 LINE "C156" COLUMN "141" "141" 1 LINE "C157" COLUMN "142" "142" 1 LINE "C1" COLUMN "87" "87" 1 LINE "B1" BEAM "9" "51" 0 LINE "B2" BEAM "9" "46" 0 LINE "B3" BEAM "53" "46" 0 LINE "B5" BEAM "57" "144" 0 LINE "B8" BEAM "75" "57" 0 LINE "B10" BEAM "176" "3" 0 LINE "B12" BEAM "51" "3" 0 LINE "B15" BEAM "151" "152" 0 LINE "B16" BEAM "151" "3" 0 LINE "B23" BEAM "70" "88" 0 LINE "B24" BEAM "99" "100" 0 LINE "B28" BEAM "190" "192" 0 LINE "B29" BEAM "161" "165" 0 LINE "B30" BEAM "73" "165" 0 LINE "B34" BEAM "155" "158" 0 LINE "B37" BEAM "159" "160" 0 LINE "B38" BEAM "160" "190" 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 161 LINE "B39" BEAM "166" "164" 0 LINE "B40" BEAM "164" "163" 0 LINE "B41" BEAM "192" "163" 0 LINE "B43" BEAM "70" "73" 0 LINE "B14" BEAM "166" "171" 0 LINE "B47" BEAM "171" "168" 0 LINE "B48" BEAM "168" "167" 0 LINE "B31" BEAM "108" "139" 0 LINE "B49" BEAM "101" "108" 0 LINE "B50" BEAM "73" "139" 0 LINE "B54" BEAM "33" "196" 0 LINE "B56" BEAM "70" "21" 0 LINE "B57" BEAM "21" "22" 0 LINE "B58" BEAM "22" "73" 0 LINE "B59" BEAM "73" "33" 0 LINE "B55" BEAM "157" "6" 0 LINE "B62" BEAM "6" "139" 0 LINE "B70" BEAM "57" "147" 0 LINE "B71" BEAM "108" "190" 0 LINE "B82" BEAM "190" "163" 0 LINE "B83" BEAM "169" "163" 0 LINE "B84" BEAM "6" "169" 0 LINE "B11" BEAM "164" "336" 0 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"W303" PANEL 4 "514" "8" "504" "569" 1 1 0 0 AREA "W304" PANEL 4 "569" "504" "8" "514" 0 0 0 0 AREA "W305" PANEL 4 "514" "8" "627" "594" 1 1 0 0 AREA "W306" PANEL 4 "514" "8" "8" "514" 1 1 0 0 AREA "W307" PANEL 4 "515" "607" "639" "567" 1 1 0 0 AREA "W308" PANEL 4 "514" "629" "640" "569" 1 1 0 0 AREA "W309" PANEL 4 "400" "254" "397" "509" 1 1 0 0 AREA "W310" PANEL 4 "509" "397" "254" "400" 0 0 0 0 AREA "W311" PANEL 4 "400" "398" "508" "638" 1 1 0 0 AREA "W312" PANEL 4 "638" "508" "398" "400" 0 0 0 0 AREA "W313" PANEL 4 "571" "480" "438" "515" 0 0 0 0 AREA "W314" PANEL 4 "515" "607" "299" "571" 1 1 0 0 AREA "W315" PANEL 4 "571" "299" "607" "515" 0 0 0 0 AREA "W316" PANEL 4 "607" "629" "300" "299" 1 1 0 0 AREA "W317" PANEL 4 "299" "300" "629" "607" 0 0 0 0 AREA "W318" PANEL 4 "514" "629" "300" "594" 1 1 0 0 AREA "W319" PANEL 4 "594" "300" "629" "514" 0 0 0 0 AREA "W320" PANEL 4 "594" "627" "8" "514" 0 0 0 0 AREA "W321" PANEL 4 "400" "631" "641" "461" 1 1 0 0 AREA "W322" PANEL 4 "461" "641" "631" "400" 0 0 0 0 AREA "W323" PANEL 4 "631" "630" "642" "641" 1 1 0 0 AREA "W324" PANEL 4 "641" "642" "630" "631" 0 0 0 0 AREA "W325" PANEL 4 "630" "398" "463" "642" 1 1 0 0 AREA "W326" PANEL 4 "642" "463" "398" "630" 0 0 0 0 AREA "W8" PANEL 4 "514" "357" "357" "514" 1 1 0 0 AREA "W17" PANEL 4 "569" "448" "351" "594" 0 0 0 0 AREA "W19" PANEL 4 "447" "387" "442" "421" 0 0 0 0 AREA "W2" PANEL 4 "567" "569" "594" "571" 0 0 0 0 AREA "W35" PANEL 4 "505" "448" "357" "478" 0 0 0 0 AREA "W37" PANEL 4 "478" "357" "448" "505" 1 1 0 0 AREA "W42" PANEL 4 "357" "345" "447" "448" 1 1 0 0 AREA "W30" PANEL 4 "448" "447" "421" "351" 0 0 0 0 AREA "F20" FLOOR 4 "25" "13" "1" "51" 0 0 0 0 AREA "F22" FLOOR 4 "13" "78" "2" "1" 0 0 0 0 AREA "F24" FLOOR 4 "78" "90" "3" "2" 0 0 0 0 AREA "F26" FLOOR 4 "90" "92" "4" "3" 0 0 0 0 AREA "F27" FLOOR 4 "92" "90" "117" "94" 0 0 0 0 AREA "F29" FLOOR 4 "92" "112" "10" "4" 0 0 0 0 AREA "F30" FLOOR 4 "112" "92" "94" "97" 0 0 0 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 168 AREA "F31" FLOOR 4 "97" "94" "93" "96" 0 0 0 0 AREA "F32" FLOOR 4 "97" "103" "132" "112" 0 0 0 0 AREA "F33" FLOOR 4 "103" "97" "96" "102" 0 0 0 0 AREA "F34" FLOOR 4 "112" "132" "31" "10" 0 0 0 0 AREA "F35" FLOOR 4 "103" "7" "134" "132" 0 0 0 0 AREA "F36" FLOOR 4 "7" "103" "102" "100" 0 0 0 0 AREA "F37" FLOOR 4 "132" "134" "32" "31" 0 0 0 0 AREA "F38" FLOOR 4 "134" "136" "34" "32" 0 0 0 0 AREA "F40" FLOOR 4 "136" "138" "45" "34" 0 0 0 0 AREA "F42" FLOOR 4 "138" "140" "49" "45" 0 0 0 0 AREA "F44" FLOOR 4 "140" "142" "52" "49" 0 0 0 0 AREA "F46" FLOOR 4 "142" "129" "54" "52" 0 0 0 0 AREA "F52" FLOOR 4 "17" "15" "30" "64" 0 0 0 0 AREA "F54" FLOOR 4 "115" "96" "93" "113" 0 0 0 0 AREA "F55" FLOOR 4 "96" "115" "118" "102" 0 0 0 0 AREA "F57" FLOOR 4 "106" "124" "126" "108" 0 0 0 0 AREA "F58" FLOOR 4 "108" "126" "128" "87" 0 0 0 0 AREA "F59" FLOOR 4 "87" "128" "143" "62" 0 0 0 0 AREA "F60" FLOOR 4 "79" "88" "15" "17" 0 0 0 0 AREA "F62" FLOOR 4 "99" "83" "113" "93" 0 0 0 0 AREA "F63" FLOOR 4 "119" "100" "102" "118" 0 0 0 0 AREA "F65" FLOOR 4 "101" "122" "124" "106" 0 0 0 0 AREA "F66" FLOOR 6 "86" "79" "64" "9" "5" "56" 0 0 0 0 0 0 AREA "F67" FLOOR 4 "79" "86" "85" "83" 0 0 0 0 AREA "F68" FLOOR 4 "83" "85" "81" "113" 0 0 0 0 AREA "F69" FLOOR 4 "113" "81" "80" "115" 0 0 0 0 AREA "F70" FLOOR 4 "115" "80" "76" "118" 0 0 0 0 AREA "F71" FLOOR 4 "118" "76" "75" "119" 0 0 0 0 AREA "F72" FLOOR 4 "119" "75" "74" "122" 0 0 0 0 AREA "F73" FLOOR 4 "122" "74" "72" "124" 0 0 0 0 AREA "F74" FLOOR 4 "124" "72" "71" "126" 0 0 0 0 AREA "F75" FLOOR 4 "126" "71" "69" "128" 0 0 0 0 AREA "F76" FLOOR 4 "128" "69" "55" "143" 0 0 0 0 AREA "F5" FLOOR 4 "12" "105" "138" "136" 0 0 0 0 AREA "F6" FLOOR 4 "105" "12" "101" "106" 0 0 0 0 AREA "F7" FLOOR 4 "107" "109" "142" "140" 0 0 0 0 AREA "F8" FLOOR 4 "109" "107" "108" "87" 0 0 0 0 AREA "F9" FLOOR 4 "109" "41" "129" "142" 0 0 0 0 AREA "F10" FLOOR 4 "41" "109" "87" "62" 0 0 0 0 AREA "F11" FLOOR 4 "14" "48" "78" "13" 0 0 0 0 AREA "F12" FLOOR 4 "48" "14" "15" "88" 0 0 0 0 AREA "F53" FLOOR 4 "22" "13" "1" "33" 0 0 0 0 AREA "F77" FLOOR 4 "14" "21" "70" "15" 0 0 0 0 AREA "F78" FLOOR 6 "15" "70" "146" "46" "53" "56" 0 0 0 0 0 0 AREA "F86" FLOOR 4 "117" "94" "92" "90" 0 0 0 0 AREA "F90" FLOOR 4 "94" "97" "112" "92" 0 0 0 0 AREA "F101" FLOOR 4 "107" "150" "110" "140" 0 0 0 0 AREA "F103" FLOOR 4 "140" "110" "144" "49" 0 0 0 0 AREA "F104" FLOOR 4 "25" "22" "33" "51" 0 0 0 0 AREA "F106" FLOOR 4 "21" "66" "30" "70" 0 0 0 0 AREA "F107" FLOOR 4 "70" "30" "9" "146" 0 0 0 0 AREA "F121" FLOOR 4 "122" "119" "75" "74" 0 0 0 0 AREA "F122" FLOOR 4 "21" "14" "13" "22" 0 0 0 0 AREA "F123" FLOOR 4 "88" "15" "17" "79" 0 0 0 0 AREA "F124" FLOOR 4 "79" "17" "56" "86" 0 0 0 0 AREA "F126" FLOOR 4 "83" "79" "86" "85" 0 0 0 0 AREA "F127" FLOOR 4 "99" "93" "95" "151" 0 0 0 0 AREA "F128" FLOOR 4 "93" "99" "83" "113" 0 0 0 0 AREA "F129" FLOOR 4 "94" "117" "151" "95" 0 0 0 0 AREA "F130" FLOOR 4 "113" "83" "85" "81" 0 0 0 0 AREA "F131" FLOOR 4 "93" "96" "98" "95" 0 0 0 0 AREA "F132" FLOOR 4 "96" "93" "113" "115" 0 0 0 0 AREA "F133" FLOOR 4 "97" "94" "95" "98" 0 0 0 0 AREA "F134" FLOOR 4 "115" "113" "81" "80" 0 0 0 0 AREA "F135" FLOOR 4 "96" "102" "104" "98" 0 0 0 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 169 AREA "F136" FLOOR 4 "102" "96" "115" "118" 0 0 0 0 AREA "F137" FLOOR 4 "103" "97" "98" "104" 0 0 0 0 AREA "F138" FLOOR 4 "118" "115" "80" "76" 0 0 0 0 AREA "F139" FLOOR 4 "102" "100" "152" "104" 0 0 0 0 AREA "F140" FLOOR 4 "100" "102" "118" "119" 0 0 0 0 AREA "F141" FLOOR 4 "7" "103" "104" "152" 0 0 0 0 AREA "F142" FLOOR 4 "119" "118" "76" "75" 0 0 0 0 AREA "F144" FLOOR 4 "124" "122" "74" "72" 0 0 0 0 AREA "F145" FLOOR 4 "105" "107" "140" "138" 0 0 0 0 AREA "F147" FLOOR 4 "126" "124" "72" "71" 0 0 0 0 AREA "F148" FLOOR 4 "150" "107" "126" "68" 0 0 0 0 AREA "F149" FLOOR 4 "68" "126" "71" "57" 0 0 0 0 AREA "F150" FLOOR 4 "66" "21" "22" "25" 0 0 0 0 AREA "F13" FLOOR 4 "101" "106" "105" "12" 0 0 0 0 AREA "F14" FLOOR 4 "106" "101" "122" "124" 0 0 0 0 AREA "F15" FLOOR 4 "106" "108" "107" "105" 0 0 0 0 AREA "F16" FLOOR 4 "108" "106" "124" "126" 0 0 0 0 AREA "F82" FLOOR 4 "107" "105" "106" "108" 0 0 0 0 AREA "F95" FLOOR 4 "150" "107" "108" "147" 0 0 0 0 AREA "F100" FLOOR 4 "122" "124" "106" "101" 0 0 0 0 AREA "F102" FLOOR 4 "124" "126" "108" "106" 0 0 0 0 AREA "F105" FLOOR 4 "118" "119" "100" "102" 0 0 0 0 AREA "F109" FLOOR 4 "115" "118" "102" "96" 0 0 0 0 AREA "F110" FLOOR 4 "113" "115" "96" "93" 0 0 0 0 AREA "F111" FLOOR 4 "83" "113" "93" "99" 0 0 0 0 AREA "F112" FLOOR 4 "126" "68" "147" "108" 0 0 0 0 AREA "F115" FLOOR 4 "22" "25" "66" "21" 0 0 0 0 AREA "F118" FLOOR 4 "138" "136" "12" "105" 0 0 0 0 AREA "F119" FLOOR 4 "134" "132" "103" "7" 0 0 0 0 AREA "F143" FLOOR 4 "132" "112" "97" "103" 0 0 0 0 AREA "F146" FLOOR 4 "140" "138" "105" "107" 0 0 0 0 AREA "F151" FLOOR 4 "110" "140" "107" "150" 0 0 0 0 AREA "F153" FLOOR 4 "78" "13" "14" "48" 0 0 0 0 AREA "F98" FLOOR 4 "22" "33" "51" "25" 0 0 0 0 AREA "F99" FLOOR 4 "33" "22" "13" "1" 0 0 0 0 AREA "F114" FLOOR 4 "21" "22" "25" "66" 0 0 0 0 AREA "F117" FLOOR 4 "22" "21" "14" "13" 0 0 0 0 AREA "F152" FLOOR 4 "70" "21" "66" "30" 0 0 0 0 AREA "F154" FLOOR 4 "21" "70" "15" "14" 0 0 0 0 AREA "F155" FLOOR 4 "30" "9" "146" "70" 0 0 0 0 AREA "F156" FLOOR 6 "46" "53" "56" "15" "70" "146" 0 0 0 0 0 0 AREA "F159" FLOOR 4 "17" "79" "88" "15" 0 0 0 0 AREA "F160" FLOOR 4 "126" "68" "110" "140" 0 0 0 0 AREA "F19" FLOOR 4 "134" "136" "34" "156" 0 0 0 0 AREA "F93" FLOOR 4 "96" "98" "95" "93" 0 0 0 0 AREA "F178" FLOOR 4 "102" "100" "7" "103" 0 0 0 0 AREA "F179" FLOOR 4 "96" "102" "103" "97" 0 0 0 0 AREA "F180" FLOOR 4 "93" "96" "97" "94" 0 0 0 0 AREA "F181" FLOOR 4 "99" "93" "94" "117" 0 0 0 0 AREA "F182" FLOOR 4 "88" "15" "157" "154" 0 0 0 0 AREA "F165" FLOOR 4 "22" "25" "166" "171" 0 0 0 0 AREA "F169" FLOOR 4 "93" "99" "155" "174" 0 0 0 0 AREA "F172" FLOOR 4 "100" "102" "180" "158" 0 0 0 0 AREA "F189" FLOOR 4 "102" "96" "187" "180" 0 0 0 0 AREA "F190" FLOOR 4 "96" "93" "174" "187" 0 0 0 0 AREA "F193" FLOOR 4 "107" "189" "188" "140" 0 0 0 0 AREA "F194" FLOOR 4 "189" "107" "108" "190" 0 0 0 0 AREA "F195" FLOOR 4 "190" "108" "183" "160" 0 0 0 0 AREA "F197" FLOOR 4 "106" "101" "159" "184" 0 0 0 0 AREA "F199" FLOOR 4 "108" "106" "184" "183" 0 0 0 0 AREA "F200" FLOOR 4 "73" "6" "169" "170" 0 0 0 0 AREA "F201" FLOOR 4 "6" "73" "22" "13" 0 0 0 0 AREA "F202" FLOOR 4 "6" "77" "172" "169" 0 0 0 0 AREA "F203" FLOOR 4 "77" "6" "13" "78" 0 0 0 0 AREA "F204" FLOOR 4 "67" "73" "170" "164" 0 0 0 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 170 AREA "F205" FLOOR 4 "73" "67" "25" "22" 0 0 0 0 AREA "F206" FLOOR 4 "77" "89" "173" "172" 0 0 0 0 AREA "F207" FLOOR 4 "89" "77" "78" "90" 0 0 0 0 AREA "F208" FLOOR 4 "89" "91" "175" "173" 0 0 0 0 AREA "F209" FLOOR 4 "91" "89" "90" "92" 0 0 0 0 AREA "F210" FLOOR 4 "131" "133" "178" "179" 0 0 0 0 AREA "F211" FLOOR 4 "133" "131" "132" "134" 0 0 0 0 AREA "F212" FLOOR 4 "133" "135" "181" "178" 0 0 0 0 AREA "F213" FLOOR 4 "135" "133" "134" "136" 0 0 0 0 AREA "F214" FLOOR 4 "139" "192" "163" "182" 0 0 0 0 AREA "F215" FLOOR 4 "192" "139" "140" "188" 0 0 0 0 AREA "F216" FLOOR 4 "135" "137" "185" "181" 0 0 0 0 AREA "F217" FLOOR 4 "137" "135" "136" "138" 0 0 0 0 AREA "F218" FLOOR 4 "137" "139" "182" "185" 0 0 0 0 AREA "F219" FLOOR 4 "139" "137" "138" "140" 0 0 0 0 AREA "F220" FLOOR 4 "111" "131" "179" "186" 0 0 0 0 AREA "F221" FLOOR 4 "131" "111" "112" "132" 0 0 0 0 AREA "F222" FLOOR 4 "91" "111" "186" "175" 0 0 0 0 AREA "F223" FLOOR 4 "111" "91" "92" "112" 0 0 0 0 AREA "F162" FLOOR 4 "15" "70" "171" "168" 0 0 0 0 AREA "F166" FLOOR 4 "88" "15" "168" "167" 0 0 0 0 AREA "F170" FLOOR 4 "30" "70" "21" "66" 0 0 0 0 AREA "F171" FLOOR 4 "70" "30" "166" "171" 0 0 0 0 AREA "F226" FLOOR 4 "13" "22" "21" "14" 0 0 0 0 AREA "F48" FLOOR 4 "14" "66" "30" "15" 0 0 0 0 AREA "F56" FLOOR 4 "199" "198" "48" "78" 0 0 0 0 AREA "F43" FLOOR 4 "78" "2" "1" "13" 0 0 0 0 AREA "F79" FLOOR 4 "2" "78" "90" "3" 0 0 0 0 AREA "F92" FLOOR 4 "93" "95" "151" "99" 0 0 0 0 AREA "F81" FLOOR 4 "70" "20" "17" "15" 0 0 0 0 AREA "F96" FLOOR 4 "204" "203" "85" "83" 0 0 0 0 AREA "F229" FLOOR 4 "88" "48" "219" "220" 0 0 0 0 AREA "F230" FLOOR 4 "14" "15" "220" "219" 0 0 0 0 AREA "F235" FLOOR 4 "224" "222" "78" "13" 0 0 0 0 AREA "F236" FLOOR 4 "222" "224" "14" "48" 0 0 0 0 AREA "F87" FLOOR 4 "205" "206" "134" "132" 0 0 0 0 AREA "F94" FLOOR 4 "206" "205" "103" "7" 0 0 0 0 AREA "F97" FLOOR 4 "207" "205" "132" "112" 0 0 0 0 AREA "F113" FLOOR 4 "205" "207" "97" "103" 0 0 0 0 AREA "F125" FLOOR 4 "208" "207" "112" "92" 0 0 0 0 AREA "F157" FLOOR 4 "207" "208" "94" "97" 0 0 0 0 AREA "F158" FLOOR 4 "217" "208" "92" "90" 0 0 0 0 AREA "F164" FLOOR 4 "208" "217" "117" "94" 0 0 0 0 AREA "F167" FLOOR 4 "218" "201" "138" "136" 0 0 0 0 AREA "F173" FLOOR 4 "201" "218" "12" "105" 0 0 0 0 AREA "F174" FLOOR 4 "206" "218" "136" "134" 0 0 0 0 AREA "F227" FLOOR 4 "225" "217" "90" "78" 0 0 0 0 AREA "F242" FLOOR 4 "202" "225" "78" "13" 0 0 0 0 AREA "F243" FLOOR 4 "225" "202" "14" "48" 0 0 0 0 AREA "F163" FLOOR 4 "14" "48" "225" "202" 0 0 0 0 AREA "F23" FLOOR 4 "232" "162" "135" "136" 0 0 0 0 AREA "F175" FLOOR 4 "231" "232" "136" "218" 0 0 0 0 AREA "F253" FLOOR 4 "233" "231" "218" "12" 0 0 0 0 AREA "F258" FLOOR 4 "7" "97" "98" "152" 0 0 0 0 AREA "F261" FLOOR 4 "95" "94" "117" "151" 0 0 0 0 AREA "F263" FLOOR 4 "95" "93" "96" "98" 0 0 0 0 AREA "F259" FLOOR 4 "195" "235" "90" "78" 0 0 0 0 AREA "F1" FLOOR 4 "253" "254" "136" "134" 0 0 0 0 AREA "F267" FLOOR 4 "223" "222" "195" "235" 0 0 0 0 AREA "F268" FLOOR 4 "217" "225" "195" "235" 0 0 0 0 AREA "F17" FLOOR 4 "136" "134" "253" "254" 0 0 0 0 AREA "F45" FLOOR 4 "218" "206" "253" "254" 0 0 0 0 AREA "F2" FLOOR 4 "261" "266" "268" "99" 0 0 0 0 AREA "F265" FLOOR 4 "278" "275" "88" "277" 0 0 0 0 AREA "F271" FLOOR 6 "93" "261" "266" "268" "117" "94" 0 0 0 0 0 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 171 AREA "F4" FLOOR 4 "259" "47" "48" "274" 0 0 0 0 AREA "F234" FLOOR 9 "47" "259" "274" "14" "269" "15" "275" "278" "277" 0 0 0 0 0 0 0 0 0 AREA "F266" FLOOR 4 "274" "279" "13" "14" 0 0 0 0 AREA "F272" FLOOR 4 "281" "280" "13" "25" 0 0 0 0 AREA "F273" FLOOR 4 "280" "281" "66" "14" 0 0 0 0 AREA "F275" FLOOR 4 "285" "284" "274" "198" 0 0 0 0 AREA "F282" FLOOR 12 "303" "1" "286" "13" "279" "301" "302" "199" "78" "294" "2" "304" 0 0 0 0 0 0 0 0 0 0 0 0 AREA "F283" FLOOR 4 "302" "301" "284" "285" 0 0 0 0 AREA "F285" FLOOR 4 "13" "78" "77" "6" 0 0 0 0 AREA "F286" FLOOR 4 "136" "138" "137" "135" 0 0 0 0 AREA "F287" FLOOR 4 "138" "140" "139" "137" 0 0 0 0 AREA "F288" FLOOR 4 "134" "136" "135" "133" 0 0 0 0 AREA "F289" FLOOR 4 "132" "134" "133" "131" 0 0 0 0 AREA "F290" FLOOR 4 "112" "132" "131" "111" 0 0 0 0 AREA "F291" FLOOR 4 "92" "112" "111" "91" 0 0 0 0 AREA "F292" FLOOR 4 "90" "92" "91" "89" 0 0 0 0 AREA "F293" FLOOR 4 "78" "90" "89" "77" 0 0 0 0 AREA "F269" FLOOR 4 "315" "331" "106" "369" 0 0 0 0 AREA "F274" FLOOR 4 "331" "315" "366" "367" 0 0 0 0 AREA "F246" FLOOR 4 "135" "162" "336" "181" 0 0 0 0 AREA "F188" FLOOR 10 "110" "165" "139" "372" "375" "374" "373" "191" "161" "150" 0 0 0 0 0 0 0 0 0 0 AREA "F161" FLOOR 4 "383" "389" "372" "162" 0 0 0 0 AREA "F254" FLOOR 4 "98" "97" "94" "95" 0 0 0 0 AREA "F255" FLOOR 4 "53" "86" "385" "382" 0 0 0 0 AREA "F256" FLOOR 4 "204" "79" "385" "399" 0 0 0 0 AREA "F257" FLOOR 4 "86" "203" "399" "385" 0 0 0 0 AREA "F301" FLOOR 4 "435" "434" "415" "424" 0 0 0 0 AREA "F302" FLOOR 10 "422" "72" "71" "415" "434" "435" "424" "126" "124" "423" 0 0 0 0 0 0 0 0 0 0 AREA "F84" FLOOR 4 "361" "363" "425" "426" 0 0 0 0 AREA "F304" FLOOR 10 "445" "72" "124" "446" "122" "361" "426" "425" "363" "74" 0 0 0 0 0 0 0 0 0 0 AREA "F276" FLOOR 4 "33" "22" "433" "439" 0 0 0 0 AREA "F299" FLOOR 4 "439" "433" "13" "1" 0 0 0 0 AREA "F306" FLOOR 4 "22" "444" "456" "25" 0 0 0 0 AREA "F309" FLOOR 4 "444" "33" "51" "456" 0 0 0 0 AREA "F315" FLOOR 4 "472" "70" "30" "473" 0 0 0 0 AREA "F316" FLOOR 10 "20" "466" "468" "470" "472" "473" "471" "469" "467" "64" 0 0 0 0 0 0 0 0 0 0 AREA "F335" FLOOR 4 "496" "501" "476" "25" 0 0 0 0 AREA "F340" FLOOR 4 "503" "499" "30" "475" 0 0 0 0 AREA "F345" FLOOR 8 "501" "496" "66" "499" "503" "498" "21" "497" 0 0 0 0 0 0 0 0 AREA "F346" FLOOR 12 "13" "476" "501" "497" "21" "498" "503" "475" "15" "502" "14" "500" 0 0 0 0 0 0 0 0 0 0 0 0 AREA "F39" FLOOR 4 "145" "79" "83" "292" 0 0 0 0 AREA "F233" FLOOR 4 "43" "38" "145" "292" 0 0 0 0 AREA "F239" FLOOR 4 "331" "59" "147" "106" 0 0 0 0 AREA "F241" FLOOR 4 "60" "367" "124" "68" 0 0 0 0 AREA "F279" FLOOR 4 "367" "249" "257" "331" 0 0 0 0 AREA "F280" FLOOR 4 "249" "60" "59" "257" 0 0 0 0 AREA "F311" FLOOR 4 "258" "315" "369" "101" 0 0 0 0 AREA "F312" FLOOR 4 "315" "258" "368" "366" 0 0 0 0 AREA "F245" FLOOR 4 "227" "260" "262" "271" 0 0 0 0 AREA "F336" FLOOR 4 "418" "409" "325" "75" 0 0 0 0 AREA "F341" FLOOR 4 "124" "367" "417" "413" 0 0 0 0 AREA "F342" FLOOR 4 "119" "362" "364" "260" 0 0 0 0 AREA "F344" FLOOR 4 "262" "260" "364" "384" 0 0 0 0 AREA "F347" FLOOR 4 "119" "325" "394" "362" 0 0 0 0 AREA "F348" FLOOR 4 "413" "362" "394" "409" 0 0 0 0 AREA "F349" FLOOR 4 "364" "414" "403" "384" 0 0 0 0 AREA "F350" FLOOR 4 "414" "364" "362" "413" 0 0 0 0 AREA "F351" FLOOR 4 "413" "418" "74" "122" 0 0 0 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 172 AREA "F262" FLOOR 4 "539" "389" "383" "540" 0 0 0 0 AREA "F294" FLOOR 4 "537" "536" "535" "538" 0 0 0 0 AREA "F321" FLOOR 12 "536" "537" "538" "535" "540" "544" "232" "542" "543" "375" "541" "539" 0 0 0 0 0 0 0 0 0 0 0 0 AREA "F323" FLOOR 4 "546" "545" "548" "547" 0 0 0 0 AREA "F354" FLOOR 8 "545" "546" "550" "375" "543" "542" "232" "553" 0 0 0 0 0 0 0 0 AREA "F365" FLOOR 4 "560" "563" "564" "559" 0 0 0 0 AREA "F371" FLOOR 4 "556" "557" "558" "555" 0 0 0 0 AREA "F251" FLOOR 4 "582" "583" "374" "581" 0 0 0 0 AREA "F277" FLOOR 4 "583" "582" "580" "381" 0 0 0 0 AREA "F317" FLOOR 4 "551" "233" "586" "585" 0 0 0 0 AREA "F322" FLOOR 4 "554" "582" "577" "576" 0 0 0 0 AREA "F325" FLOOR 18 "581" "552" "584" "557" "556" "585" "586" "379" "559" "564" "563" "560" "587" "580" "582" "554" "576" "577" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AREA "F328" FLOOR 4 "545" "553" "591" "590" 0 0 0 0 AREA "F353" FLOOR 12 "581" "575" "589" "547" "548" "590" "591" "233" "551" "555" "558" "552" 0 0 0 0 0 0 0 0 0 0 0 0 AREA "F355" FLOOR 4 "575" "581" "374" "588" 0 0 0 0 AREA "F363" FLOOR 4 "578" "568" "596" "579" 0 0 0 0 AREA "F368" FLOOR 4 "598" "579" "575" "588" 0 0 0 0 AREA "F369" FLOOR 8 "546" "550" "598" "578" "568" "596" "575" "589" 0 0 0 0 0 0 0 0 AREA "F177" FLOOR 4 "549" "379" "233" "12" 0 0 0 0 AREA "F298" FLOOR 4 "27" "373" "381" "549" 0 0 0 0 AREA "F168" FLOOR 4 "255" "254" "253" "237" 0 0 0 0 AREA "F25" FLOOR 4 "65" "250" "206" "253" 0 0 0 0 AREA "F191" FLOOR 4 "250" "65" "254" "218" 0 0 0 0 AREA "F184" FLOOR 4 "260" "227" "118" "119" 0 0 0 0 AREA "F224" FLOOR 4 "290" "85" "408" "610" 0 0 0 0 AREA "F225" FLOOR 4 "310" "454" "96" "93" 0 0 0 0 AREA "F240" FLOOR 4 "290" "310" "93" "99" 0 0 0 0 AREA "F247" FLOOR 4 "454" "298" "102" "96" 0 0 0 0 AREA "F185" FLOOR 4 "298" "283" "100" "102" 0 0 0 0 AREA "F187" FLOOR 4 "271" "262" "283" "298" 0 0 0 0 AREA "F303" FLOOR 4 "118" "485" "325" "119" 0 0 0 0 AREA "F305" FLOOR 4 "485" "76" "28" "325" 0 0 0 0 AREA "F21" FLOOR 14 "283" "100" "102" "298" "271" "227" "118" "295" "76" "28" "272" "119" "260" "262" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AREA "F196" FLOOR 8 "488" "490" "223" "90" "491" "489" "78" "222" 0 0 0 0 0 0 0 0 AREA "F297" FLOOR 6 "9" "64" "79" "385" "382" "46" 0 0 0 0 0 0 AREA "F308" FLOOR 4 "38" "465" "17" "79" 0 0 0 0 AREA "F314" FLOOR 4 "229" "220" "15" "465" 0 0 0 0 AREA "F318" FLOOR 4 "220" "229" "38" "88" 0 0 0 0 AREA "F252" FLOOR 4 "98" "104" "103" "97" 0 0 0 0 AREA "F319" FLOOR 4 "104" "98" "96" "102" 0 0 0 0 AREA "F324" FLOOR 4 "104" "152" "7" "103" 0 0 0 0 AREA "F326" FLOOR 4 "152" "104" "102" "100" 0 0 0 0 AREA "F327" FLOOR 4 "95" "98" "97" "94" 0 0 0 0 AREA "F329" FLOOR 4 "98" "95" "93" "96" 0 0 0 0 AREA "F330" FLOOR 4 "151" "95" "94" "117" 0 0 0 0 AREA "F331" FLOOR 4 "95" "151" "99" "93" 0 0 0 0 AREA "F88" FLOOR 4 "507" "328" "238" "209" 0 0 0 0 AREA "F228" FLOOR 4 "371" "365" "343" "340" 0 0 0 0 AREA "F231" FLOOR 4 "597" "593" "238" "328" 0 0 0 0 AREA "F357" FLOOR 4 "226" "297" "371" "210" 0 0 0 0 AREA "F359" FLOOR 4 "338" "343" "365" "297" 0 0 0 0 AREA "F360" FLOOR 4 "610" "340" "338" "310" 0 0 0 0 AREA "F367" FLOOR 4 "593" "113" "211" "209" 0 0 0 0 AREA "F49" FLOOR 4 "515" "79" "83" "514" 0 0 0 0 AREA "F85" FLOOR 4 "398" "119" "122" "400" 0 0 0 0 AREA "F244" FLOOR 4 "119" "122" "400" "398" 0 0 0 0 AREA "F249" FLOOR 4 "400" "398" "119" "122" 0 0 0 0 AREA "F278" FLOOR 4 "235" "195" "515" "514" 0 0 0 0 AREA "F295" FLOOR 4 "514" "515" "79" "83" 0 0 0 0 AREA "F307" FLOOR 4 "515" "514" "235" "195" 0 0 0 0 AREA "F310" FLOOR 4 "398" "400" "254" "253" 0 0 0 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 173 AREA "F320" FLOOR 4 "195" "515" "514" "235" 0 0 0 0 AREA "F339" FLOOR 4 "254" "253" "398" "400" 0 0 0 0 AREA "F362" FLOOR 4 "268" "47" "515" "514" 0 0 0 0 AREA "F372" FLOOR 4 "282" "276" "398" "400" 0 0 0 0 AREA "F373" FLOOR 4 "237" "398" "400" "255" 0 0 0 0 AREA "F374" FLOOR 4 "451" "511" "400" "255" 0 0 0 0 AREA "F375" FLOOR 8 "511" "451" "255" "254" "319" "253" "237" "398" 0 0 0 0 0 0 0 0 AREA "F376" FLOOR 8 "462" "289" "255" "254" "319" "253" "237" "398" 0 0 0 0 0 0 0 0 AREA "F377" FLOOR 4 "289" "462" "400" "255" 0 0 0 0 AREA "F378" FLOOR 5 "289" "255" "317" "400" "462" 0 0 0 0 0 AREA "F379" FLOOR 4 "38" "43" "514" "515" 0 0 0 0 AREA "F380" FLOOR 4 "403" "626" "398" "262" 0 0 0 0 AREA "F381" FLOOR 4 "626" "417" "368" "400" 0 0 0 0 AREA "F382" FLOOR 4 "154" "287" "514" "515" 0 0 0 0 AREA "F61" FLOOR 8 "612" "623" "613" "643" "614" "644" "615" "645" 0 0 0 0 0 0 0 0 AREA "F83" FLOOR 4 "619" "618" "617" "616" 0 0 0 0 AREA "F120" FLOOR 4 "61" "115" "622" "618" 0 0 0 0 AREA "F183" FLOOR 4 "615" "338" "297" "612" 0 0 0 0 AREA "F186" FLOOR 4 "619" "616" "593" "597" 0 0 0 0 AREA "F232" FLOOR 4 "211" "113" "226" "210" 0 0 0 0 AREA "F248" FLOOR 4 "113" "115" "230" "226" 0 0 0 0 AREA "F260" FLOOR 4 "76" "599" "597" "81" 0 0 0 0 AREA "F296" FLOOR 4 "81" "597" "507" "408" 0 0 0 0 AREA "F313" FLOOR 4 "613" "297" "226" "621" 0 0 0 0 AREA "F332" FLOOR 4 "338" "614" "620" "310" 0 0 0 0 AREA "F337" FLOOR 4 "593" "617" "622" "113" 0 0 0 0 AREA "F343" FLOOR 4 "230" "454" "620" "621" 0 0 0 0 AREA "F3" FLOOR 4 "115" "42" "50" "230" 0 0 0 0 AREA "F18" FLOOR 4 "42" "118" "227" "50" 0 0 0 0 AREA "F28" FLOOR 4 "332" "50" "227" "298" 0 0 0 0 AREA "F41" FLOOR 4 "40" "194" "265" "16" 0 0 0 0 AREA "F64" FLOOR 4 "454" "16" "265" "332" 0 0 0 0 AREA "F80" FLOOR 4 "40" "230" "50" "194" 0 0 0 0 AREA "F89" FLOOR 4 "61" "291" "293" "193" 0 0 0 0 AREA "F91" FLOOR 4 "42" "291" "599" "118" 0 0 0 0 AREA "F108" FLOOR 4 "293" "42" "115" "193" 0 0 0 0 AREA "F116" FLOOR 4 "47" "268" "235" "195" 0 0 0 0 AREA "F176" FLOOR 4 "276" "282" "254" "253" 0 0 0 0 AREA "F50" FLOOR 4 "610" "210" "226" "310" 0 0 0 0 AREA "F51" FLOOR 4 "454" "230" "227" "298" 0 0 0 0 AREA "F192" FLOOR 4 "230" "454" "310" "226" 0 0 0 0 AREA "F198" FLOOR 4 "76" "118" "113" "81" 0 0 0 0 AREA "F237" FLOOR 4 "81" "113" "211" "408" 0 0 0 0 AREA "F238" FLOOR 4 "216" "136" "34" "247" 0 0 0 0 AREA "F264" FLOOR 16 "400" "213" "196" "34" "32" "3" "2" "33" "212" "515" "195" "235" "514" "398" "253" "254" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AREA "A11" AREA 4 "525" "526" "254" "319" 0 0 0 0 AREA "A7" AREA 4 "570" "514" "8" "18" 0 0 0 0 AREA "A10" AREA 4 "515" "607" "449" "47" 0 0 0 0 AREA "A12" AREA 4 "398" "510" "450" "63" 0 0 0 0 AREA "A13" AREA 4 "398" "630" "518" "63" 0 0 0 0 AREA "A14" AREA 4 "515" "513" "240" "47" 0 0 0 0 AREA "A16" AREA 4 "398" "376" "270" "63" 0 0 0 0 AREA "A17" AREA 4 "570" "514" "39" "242" 0 0 0 0 AREA "A18" AREA 4 "624" "514" "8" "26" 0 0 0 0 $ GROUPS GROUP "Torsional Check" GROUP "Torsional Check" POINT "19" "L01" GROUP "Torsional Check" POINT "19" "Base" GROUP "Torsional Check" POINT "20" "L01" GROUP "Torsional Check" POINT "70" "L01" GROUP "Torsional Check" POINT "20" "Base" GROUP "Torsional Check" POINT "70" "Base" GROUP "Torsional Check" POINT "73" "L01" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 174 GROUP "Torsional Check" POINT "73" "Base" GROUP "Torsional Check" POINT "108" "L01" GROUP "Torsional Check" POINT "108" "Base" GROUP "Torsional Check" POINT "127" "L01" GROUP "Torsional Check" POINT "127" "Base" GROUP "Torsional Check" POINT "135" "L01" GROUP "Torsional Check" POINT "135" "Base" GROUP "Torsional Check" POINT "139" "L01" GROUP "Torsional Check" POINT "139" "Base" GROUP "Torsional Check" POINT "135" "L02" GROUP "Torsional Check" POINT "135" "L03" GROUP "Torsional Check" POINT "135" "L04" GROUP "Torsional Check" POINT "135" "L05" GROUP "Torsional Check" POINT "135" "L08" GROUP "Torsional Check" POINT "135" "L09" GROUP "Torsional Check" POINT "135" "L07" GROUP "Torsional Check" POINT "135" "L06" GROUP "Torsional Check" POINT "135" "L10" GROUP "Torsional Check" POINT "135" "L15" GROUP "Torsional Check" POINT "135" "L14" GROUP "Torsional Check" POINT "135" "L13" GROUP "Torsional Check" POINT "135" "L12" GROUP "Torsional Check" POINT "135" "L11" GROUP "Torsional Check" POINT "73" "L02" GROUP "Torsional Check" POINT "73" "L03" GROUP "Torsional Check" POINT "73" "L04" GROUP "Torsional Check" POINT "73" "L05" GROUP "Torsional Check" POINT "73" "L08" GROUP "Torsional Check" POINT "73" "L07" GROUP "Torsional Check" POINT "73" "L06" GROUP "Torsional Check" POINT "73" "L09" GROUP "Torsional Check" POINT "70" "L08" GROUP "Torsional Check" POINT "70" "L02" GROUP "Torsional Check" POINT "70" "L03" GROUP "Torsional Check" POINT "70" "L04" GROUP "Torsional Check" POINT "70" "L05" GROUP "Torsional Check" POINT "70" "L07" GROUP "Torsional Check" POINT "70" "L06" GROUP "Torsional Check" POINT "70" "L09" GROUP "Torsional Check" POINT "19" "L02" GROUP "Torsional Check" POINT "19" "L03" GROUP "Torsional Check" POINT "19" "L04" GROUP "Torsional Check" POINT "19" "L05" GROUP "Torsional Check" POINT "19" "L06" GROUP "Torsional Check" POINT "20" "L02" GROUP "Torsional Check" POINT "20" "L03" GROUP "Torsional Check" POINT "20" "L04" GROUP "Torsional Check" POINT "20" "L05" GROUP "Torsional Check" POINT "20" "L06" GROUP "Torsional Check" POINT "70" "L10" GROUP "Torsional Check" POINT "70" "L15" GROUP "Torsional Check" POINT "70" "L14" GROUP "Torsional Check" POINT "70" "L13" GROUP "Torsional Check" POINT "70" "L12" GROUP "Torsional Check" POINT "70" "L11" GROUP "Torsional Check" POINT "73" "L10" GROUP "Torsional Check" POINT "73" "L15" GROUP "Torsional Check" POINT "73" "L14" GROUP "Torsional Check" POINT "73" "L13" GROUP "Torsional Check" POINT "73" "L12" GROUP "Torsional Check" POINT "73" "L11" GROUP "Torsional Check" POINT "108" "L15" GROUP "Torsional Check" POINT "139" "L15" GROUP "Torsional Check" POINT "108" "L14" GROUP "Torsional Check" POINT "139" "L14" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 175 GROUP "Torsional Check" POINT "108" "L13" GROUP "Torsional Check" POINT "139" "L13" GROUP "Torsional Check" POINT "108" "L12" GROUP "Torsional Check" POINT "139" "L12" GROUP "Torsional Check" POINT "108" "L11" GROUP "Torsional Check" POINT "139" "L11" GROUP "Torsional Check" POINT "108" "L10" GROUP "Torsional Check" POINT "139" "L10" GROUP "Torsional Check" POINT "108" "L09" GROUP "Torsional Check" POINT "139" "L09" GROUP "Torsional Check" POINT "108" "L08" GROUP "Torsional Check" POINT "139" "L08" GROUP "Torsional Check" POINT "108" "L07" GROUP "Torsional Check" POINT "139" "L07" GROUP "Torsional Check" POINT "108" "L06" GROUP "Torsional Check" POINT "127" "L06" GROUP "Torsional Check" POINT "139" "L06" GROUP "Torsional Check" POINT "108" "L05" GROUP "Torsional Check" POINT "127" "L05" GROUP "Torsional Check" POINT "139" "L05" GROUP "Torsional Check" POINT "108" "L04" GROUP "Torsional Check" POINT "127" "L04" GROUP "Torsional Check" POINT "139" "L04" GROUP "Torsional Check" POINT "108" "L03" GROUP "Torsional Check" POINT "127" "L03" GROUP "Torsional Check" POINT "139" "L03" GROUP "Torsional Check" POINT "108" "L02" GROUP "Torsional Check" POINT "127" "L02" GROUP "Torsional Check" POINT "139" "L02" GROUP "Torsional Check" POINT "135" "L06+" GROUP "Torsional Check" POINT "73" "L06+" GROUP "Torsional Check" POINT "70" "L06+" GROUP "Torsional Check" POINT "108" "L06+" GROUP "Torsional Check" POINT "139" "L06+" GROUP "Torsional Check" POINT "20" "L06+" GROUP "Torsional Check" POINT "127" "L06+" GROUP "Torsional Check" POINT "70" "ROOF" GROUP "Torsional Check" POINT "73" "ROOF" GROUP "Torsional Check" POINT "135" "ROOF" GROUP "Torsional Check" POINT "213" "ROOF" GROUP "LATERAL SYSTEM" GROUP "LATERAL SYSTEM" POINT "102" "L01" GROUP "LATERAL SYSTEM" POINT "104" "L01" GROUP "LATERAL SYSTEM" POINT "102" "Base" GROUP "LATERAL SYSTEM" POINT "103" "Base" GROUP "LATERAL SYSTEM" POINT "104" "Base" GROUP "LATERAL SYSTEM" POINT "102" "L02" GROUP "LATERAL SYSTEM" POINT "102" "L03" GROUP "LATERAL SYSTEM" POINT "7" "L06" GROUP "LATERAL SYSTEM" POINT "7" "L08" GROUP "LATERAL SYSTEM" POINT "7" "L09" GROUP "LATERAL SYSTEM" POINT "7" "L07" GROUP "LATERAL SYSTEM" POINT "100" "L01" GROUP "LATERAL SYSTEM" POINT "101" "L01" GROUP "LATERAL SYSTEM" POINT "7" "L01" GROUP "LATERAL SYSTEM" POINT "12" "L01" GROUP "LATERAL SYSTEM" POINT "63" "L02" GROUP "LATERAL SYSTEM" POINT "63" "L01" GROUP "LATERAL SYSTEM" POINT "100" "L02" GROUP "LATERAL SYSTEM" POINT "152" "L02" GROUP "LATERAL SYSTEM" POINT "7" "L02" GROUP "LATERAL SYSTEM" POINT "12" "L02" GROUP "LATERAL SYSTEM" POINT "101" "L02" GROUP "LATERAL SYSTEM" POINT "12" "L03" GROUP "LATERAL SYSTEM" POINT "101" "L03" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 176 GROUP "LATERAL SYSTEM" POINT "100" "L03" GROUP "LATERAL SYSTEM" POINT "7" "L03" GROUP "LATERAL SYSTEM" POINT "63" "L03" GROUP "LATERAL SYSTEM" POINT "7" "L04" GROUP "LATERAL SYSTEM" POINT "100" "L04" GROUP "LATERAL SYSTEM" POINT "152" "L04" GROUP "LATERAL SYSTEM" POINT "12" "L04" GROUP "LATERAL SYSTEM" POINT "101" "L04" GROUP "LATERAL SYSTEM" POINT "63" "L04" GROUP "LATERAL SYSTEM" POINT "7" "L05" GROUP "LATERAL SYSTEM" POINT "100" "L05" GROUP "LATERAL SYSTEM" POINT "152" "L05" GROUP "LATERAL SYSTEM" POINT "12" "L05" GROUP "LATERAL SYSTEM" POINT "101" "L05" GROUP "LATERAL SYSTEM" POINT "63" "L05" GROUP "LATERAL SYSTEM" POINT "63" "L06" GROUP "LATERAL SYSTEM" POINT "12" "L06" GROUP "LATERAL SYSTEM" POINT "101" "L06" GROUP "LATERAL SYSTEM" POINT "100" "L06+" GROUP "LATERAL SYSTEM" POINT "63" "L07" GROUP "LATERAL SYSTEM" POINT "100" "L07" GROUP "LATERAL SYSTEM" POINT "12" "L07" GROUP "LATERAL SYSTEM" POINT "101" "L07" GROUP "LATERAL SYSTEM" POINT "12" "L08" GROUP "LATERAL SYSTEM" POINT "7" "L15" GROUP "LATERAL SYSTEM" POINT "12" "L15" GROUP "LATERAL SYSTEM" POINT "63" "ROOF" GROUP "LATERAL SYSTEM" POINT "63" "L15" GROUP "LATERAL SYSTEM" POINT "63" "L08" GROUP "LATERAL SYSTEM" POINT "206" "L07" GROUP "LATERAL SYSTEM" POINT "218" "L07" GROUP "LATERAL SYSTEM" POINT "206" "L08" GROUP "LATERAL SYSTEM" POINT "218" "L08" GROUP "LATERAL SYSTEM" POINT "7" "L14" GROUP "LATERAL SYSTEM" POINT "12" "L14" GROUP "LATERAL SYSTEM" POINT "63" "L14" GROUP "LATERAL SYSTEM" POINT "206" "L14" GROUP "LATERAL SYSTEM" POINT "7" "L13" GROUP "LATERAL SYSTEM" POINT "12" "L13" GROUP "LATERAL SYSTEM" POINT "63" "L13" GROUP "LATERAL SYSTEM" POINT "206" "L13" GROUP "LATERAL SYSTEM" POINT "7" "L12" GROUP "LATERAL SYSTEM" POINT "12" "L12" GROUP "LATERAL SYSTEM" POINT "63" "L12" GROUP "LATERAL SYSTEM" POINT "206" "L12" GROUP "LATERAL SYSTEM" POINT "7" "L11" GROUP "LATERAL SYSTEM" POINT "12" "L11" GROUP "LATERAL SYSTEM" POINT "63" "L11" GROUP "LATERAL SYSTEM" POINT "206" "L11" GROUP "LATERAL SYSTEM" POINT "7" "L10" GROUP "LATERAL SYSTEM" POINT "12" "L10" GROUP "LATERAL SYSTEM" POINT "63" "L10" GROUP "LATERAL SYSTEM" POINT "206" "L10" GROUP "LATERAL SYSTEM" POINT "218" "L10" GROUP "LATERAL SYSTEM" POINT "12" "L09" GROUP "LATERAL SYSTEM" POINT "63" "L09" GROUP "LATERAL SYSTEM" POINT "206" "L09" GROUP "LATERAL SYSTEM" POINT "218" "L09" GROUP "LATERAL SYSTEM" POINT "253" "L01" GROUP "LATERAL SYSTEM" POINT "254" "L01" GROUP "LATERAL SYSTEM" POINT "253" "L08" GROUP "LATERAL SYSTEM" POINT "254" "L08" GROUP "LATERAL SYSTEM" POINT "253" "L09" GROUP "LATERAL SYSTEM" POINT "254" "L09" GROUP "LATERAL SYSTEM" POINT "253" "L14" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 177 GROUP "LATERAL SYSTEM" POINT "254" "L14" GROUP "LATERAL SYSTEM" POINT "253" "L13" GROUP "LATERAL SYSTEM" POINT "254" "L13" GROUP "LATERAL SYSTEM" POINT "253" "L12" GROUP "LATERAL SYSTEM" POINT "254" "L12" GROUP "LATERAL SYSTEM" POINT "253" "L11" GROUP "LATERAL SYSTEM" POINT "254" "L11" GROUP "LATERAL SYSTEM" POINT "253" "L10" GROUP "LATERAL SYSTEM" POINT "254" "L10" GROUP "LATERAL SYSTEM" POINT "253" "L15" GROUP "LATERAL SYSTEM" POINT "254" "L15" GROUP "LATERAL SYSTEM" POINT "254" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "254" "Base" GROUP "LATERAL SYSTEM" POINT "254" "L06+" GROUP "LATERAL SYSTEM" POINT "254" "L07" GROUP "LATERAL SYSTEM" POINT "254" "L06" GROUP "LATERAL SYSTEM" POINT "254" "L05" GROUP "LATERAL SYSTEM" POINT "254" "L04" GROUP "LATERAL SYSTEM" POINT "254" "L03" GROUP "LATERAL SYSTEM" POINT "254" "L02" GROUP "LATERAL SYSTEM" POINT "254" "ROOF" GROUP "LATERAL SYSTEM" POINT "253" "L02" GROUP "LATERAL SYSTEM" POINT "253" "L07" GROUP "LATERAL SYSTEM" POINT "253" "L06+" GROUP "LATERAL SYSTEM" POINT "253" "L06" GROUP "LATERAL SYSTEM" POINT "253" "L05" GROUP "LATERAL SYSTEM" POINT "253" "L04" GROUP "LATERAL SYSTEM" POINT "253" "L03" GROUP "LATERAL SYSTEM" POINT "253" "ROOF" GROUP "LATERAL SYSTEM" POINT "253" "Base" GROUP "LATERAL SYSTEM" POINT "346" "L02" GROUP "LATERAL SYSTEM" POINT "342" "L07" GROUP "LATERAL SYSTEM" POINT "253" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "319" "L03" GROUP "LATERAL SYSTEM" POINT "319" "L04" GROUP "LATERAL SYSTEM" POINT "319" "L05" GROUP "LATERAL SYSTEM" POINT "270" "ROOF" GROUP "LATERAL SYSTEM" POINT "270" "L15" GROUP "LATERAL SYSTEM" POINT "270" "L14" GROUP "LATERAL SYSTEM" POINT "270" "L13" GROUP "LATERAL SYSTEM" POINT "270" "L12" GROUP "LATERAL SYSTEM" POINT "270" "L11" GROUP "LATERAL SYSTEM" POINT "270" "L10" GROUP "LATERAL SYSTEM" POINT "270" "L09" GROUP "LATERAL SYSTEM" POINT "376" "ROOF" GROUP "LATERAL SYSTEM" POINT "376" "L12" GROUP "LATERAL SYSTEM" POINT "376" "L11" GROUP "LATERAL SYSTEM" POINT "376" "L10" GROUP "LATERAL SYSTEM" POINT "376" "L09" GROUP "LATERAL SYSTEM" POINT "398" "L03" GROUP "LATERAL SYSTEM" POINT "400" "L03" GROUP "LATERAL SYSTEM" POINT "400" "L06" GROUP "LATERAL SYSTEM" POINT "398" "L05" GROUP "LATERAL SYSTEM" POINT "400" "L05" GROUP "LATERAL SYSTEM" POINT "398" "L04" GROUP "LATERAL SYSTEM" POINT "400" "L04" GROUP "LATERAL SYSTEM" POINT "400" "L01" GROUP "LATERAL SYSTEM" POINT "400" "L02" GROUP "LATERAL SYSTEM" POINT "398" "L01" GROUP "LATERAL SYSTEM" POINT "398" "L02" GROUP "LATERAL SYSTEM" POINT "398" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "400" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "400" "L15" GROUP "LATERAL SYSTEM" POINT "400" "Base" GROUP "LATERAL SYSTEM" POINT "398" "Base" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 178 GROUP "LATERAL SYSTEM" POINT "398" "L07" GROUP "LATERAL SYSTEM" POINT "400" "L06+" GROUP "LATERAL SYSTEM" POINT "460" "L07" GROUP "LATERAL SYSTEM" POINT "376" "L15" GROUP "LATERAL SYSTEM" POINT "376" "L14" GROUP "LATERAL SYSTEM" POINT "376" "L13" GROUP "LATERAL SYSTEM" POINT "461" "L02" GROUP "LATERAL SYSTEM" POINT "276" "L01" GROUP "LATERAL SYSTEM" POINT "282" "L01" GROUP "LATERAL SYSTEM" POINT "237" "L02" GROUP "LATERAL SYSTEM" POINT "255" "L02" GROUP "LATERAL SYSTEM" POINT "237" "L06" GROUP "LATERAL SYSTEM" POINT "255" "L06" GROUP "LATERAL SYSTEM" POINT "255" "L03" GROUP "LATERAL SYSTEM" POINT "237" "L03" GROUP "LATERAL SYSTEM" POINT "255" "L04" GROUP "LATERAL SYSTEM" POINT "237" "L04" GROUP "LATERAL SYSTEM" POINT "255" "L05" GROUP "LATERAL SYSTEM" POINT "237" "L05" GROUP "LATERAL SYSTEM" POINT "255" "L07" GROUP "LATERAL SYSTEM" POINT "237" "L07" GROUP "LATERAL SYSTEM" POINT "255" "L08" GROUP "LATERAL SYSTEM" POINT "237" "L08" GROUP "LATERAL SYSTEM" POINT "289" "L15" GROUP "LATERAL SYSTEM" POINT "462" "L15" GROUP "LATERAL SYSTEM" POINT "255" "L15" GROUP "LATERAL SYSTEM" POINT "237" "L15" GROUP "LATERAL SYSTEM" POINT "289" "L14" GROUP "LATERAL SYSTEM" POINT "462" "L14" GROUP "LATERAL SYSTEM" POINT "255" "L14" GROUP "LATERAL SYSTEM" POINT "237" "L14" GROUP "LATERAL SYSTEM" POINT "289" "L13" GROUP "LATERAL SYSTEM" POINT "462" "L13" GROUP "LATERAL SYSTEM" POINT "255" "L13" GROUP "LATERAL SYSTEM" POINT "237" "L13" GROUP "LATERAL SYSTEM" POINT "289" "L12" GROUP "LATERAL SYSTEM" POINT "462" "L12" GROUP "LATERAL SYSTEM" POINT "255" "L12" GROUP "LATERAL SYSTEM" POINT "237" "L12" GROUP "LATERAL SYSTEM" POINT "289" "L11" GROUP "LATERAL SYSTEM" POINT "462" "L11" GROUP "LATERAL SYSTEM" POINT "255" "L11" GROUP "LATERAL SYSTEM" POINT "237" "L11" GROUP "LATERAL SYSTEM" POINT "289" "L10" GROUP "LATERAL SYSTEM" POINT "462" "L10" GROUP "LATERAL SYSTEM" POINT "255" "L10" GROUP "LATERAL SYSTEM" POINT "237" "L10" GROUP "LATERAL SYSTEM" POINT "289" "L09" GROUP "LATERAL SYSTEM" POINT "462" "L09" GROUP "LATERAL SYSTEM" POINT "255" "L09" GROUP "LATERAL SYSTEM" POINT "237" "L09" GROUP "LATERAL SYSTEM" POINT "380" "ROOF" GROUP "LATERAL SYSTEM" POINT "386" "L02" GROUP "LATERAL SYSTEM" POINT "463" "L02" GROUP "LATERAL SYSTEM" POINT "508" "ROOF" GROUP "LATERAL SYSTEM" POINT "509" "L07" GROUP "LATERAL SYSTEM" POINT "29" "L07" GROUP "LATERAL SYSTEM" POINT "148" "L07" GROUP "LATERAL SYSTEM" POINT "359" "L07" GROUP "LATERAL SYSTEM" POINT "377" "L07" GROUP "LATERAL SYSTEM" POINT "29" "L06+" GROUP "LATERAL SYSTEM" POINT "29" "L06" GROUP "LATERAL SYSTEM" POINT "148" "L06+" GROUP "LATERAL SYSTEM" POINT "148" "L06" GROUP "LATERAL SYSTEM" POINT "29" "L05" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 179 GROUP "LATERAL SYSTEM" POINT "148" "L05" GROUP "LATERAL SYSTEM" POINT "29" "L04" GROUP "LATERAL SYSTEM" POINT "148" "L04" GROUP "LATERAL SYSTEM" POINT "29" "L08" GROUP "LATERAL SYSTEM" POINT "148" "L08" GROUP "LATERAL SYSTEM" POINT "29" "L09" GROUP "LATERAL SYSTEM" POINT "148" "L09" GROUP "LATERAL SYSTEM" POINT "44" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "44" "ROOF" GROUP "LATERAL SYSTEM" POINT "337" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "337" "ROOF" GROUP "LATERAL SYSTEM" POINT "510" "L03" GROUP "LATERAL SYSTEM" POINT "511" "L03" GROUP "LATERAL SYSTEM" POINT "510" "L06" GROUP "LATERAL SYSTEM" POINT "511" "L06" GROUP "LATERAL SYSTEM" POINT "510" "L05" GROUP "LATERAL SYSTEM" POINT "511" "L05" GROUP "LATERAL SYSTEM" POINT "510" "L04" GROUP "LATERAL SYSTEM" POINT "511" "L04" GROUP "LATERAL SYSTEM" POINT "420" "L01" GROUP "LATERAL SYSTEM" POINT "427" "L02" GROUP "LATERAL SYSTEM" POINT "420" "L02" GROUP "LATERAL SYSTEM" POINT "428" "L02" GROUP "LATERAL SYSTEM" POINT "416" "L02" GROUP "LATERAL SYSTEM" POINT "416" "L05" GROUP "LATERAL SYSTEM" POINT "416" "L06" GROUP "LATERAL SYSTEM" POINT "416" "L04" GROUP "LATERAL SYSTEM" POINT "416" "L03" GROUP "LATERAL SYSTEM" POINT "420" "L05" GROUP "LATERAL SYSTEM" POINT "420" "L06" GROUP "LATERAL SYSTEM" POINT "420" "L04" GROUP "LATERAL SYSTEM" POINT "420" "L03" GROUP "LATERAL SYSTEM" POINT "416" "L01" GROUP "LATERAL SYSTEM" POINT "510" "L02" GROUP "LATERAL SYSTEM" POINT "511" "L07" GROUP "LATERAL SYSTEM" POINT "510" "L07" GROUP "LATERAL SYSTEM" POINT "510" "L08" GROUP "LATERAL SYSTEM" POINT "511" "L08" GROUP "LATERAL SYSTEM" POINT "416" "Base" GROUP "LATERAL SYSTEM" POINT "420" "Base" GROUP "LATERAL SYSTEM" POINT "88" "L01" GROUP "LATERAL SYSTEM" POINT "99" "L01" GROUP "LATERAL SYSTEM" POINT "117" "L01" GROUP "LATERAL SYSTEM" POINT "48" "L01" GROUP "LATERAL SYSTEM" POINT "48" "L02" GROUP "LATERAL SYSTEM" POINT "88" "L02" GROUP "LATERAL SYSTEM" POINT "99" "L02" GROUP "LATERAL SYSTEM" POINT "151" "L02" GROUP "LATERAL SYSTEM" POINT "117" "L02" GROUP "LATERAL SYSTEM" POINT "99" "L03" GROUP "LATERAL SYSTEM" POINT "117" "L03" GROUP "LATERAL SYSTEM" POINT "48" "L03" GROUP "LATERAL SYSTEM" POINT "88" "L03" GROUP "LATERAL SYSTEM" POINT "99" "L04" GROUP "LATERAL SYSTEM" POINT "151" "L04" GROUP "LATERAL SYSTEM" POINT "117" "L04" GROUP "LATERAL SYSTEM" POINT "48" "L04" GROUP "LATERAL SYSTEM" POINT "88" "L04" GROUP "LATERAL SYSTEM" POINT "99" "L05" GROUP "LATERAL SYSTEM" POINT "151" "L05" GROUP "LATERAL SYSTEM" POINT "117" "L05" GROUP "LATERAL SYSTEM" POINT "48" "L05" GROUP "LATERAL SYSTEM" POINT "88" "L05" GROUP "LATERAL SYSTEM" POINT "117" "L06" GROUP "LATERAL SYSTEM" POINT "99" "L06+" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 180 GROUP "LATERAL SYSTEM" POINT "88" "L06+" GROUP "LATERAL SYSTEM" POINT "99" "L07" GROUP "LATERAL SYSTEM" POINT "117" "L07" GROUP "LATERAL SYSTEM" POINT "48" "L07" GROUP "LATERAL SYSTEM" POINT "88" "L07" GROUP "LATERAL SYSTEM" POINT "117" "L08" GROUP "LATERAL SYSTEM" POINT "48" "L15" GROUP "LATERAL SYSTEM" POINT "117" "L15" GROUP "LATERAL SYSTEM" POINT "198" "L01" GROUP "LATERAL SYSTEM" POINT "48" "L06+" GROUP "LATERAL SYSTEM" POINT "219" "L06+" GROUP "LATERAL SYSTEM" POINT "220" "L06+" GROUP "LATERAL SYSTEM" POINT "222" "L06+" GROUP "LATERAL SYSTEM" POINT "223" "L06+" GROUP "LATERAL SYSTEM" POINT "217" "L07" GROUP "LATERAL SYSTEM" POINT "217" "L08" GROUP "LATERAL SYSTEM" POINT "48" "L08" GROUP "LATERAL SYSTEM" POINT "117" "L14" GROUP "LATERAL SYSTEM" POINT "48" "L14" GROUP "LATERAL SYSTEM" POINT "117" "L13" GROUP "LATERAL SYSTEM" POINT "48" "L13" GROUP "LATERAL SYSTEM" POINT "117" "L12" GROUP "LATERAL SYSTEM" POINT "48" "L12" GROUP "LATERAL SYSTEM" POINT "117" "L11" GROUP "LATERAL SYSTEM" POINT "48" "L11" GROUP "LATERAL SYSTEM" POINT "117" "L10" GROUP "LATERAL SYSTEM" POINT "217" "L10" GROUP "LATERAL SYSTEM" POINT "48" "L10" GROUP "LATERAL SYSTEM" POINT "117" "L09" GROUP "LATERAL SYSTEM" POINT "217" "L09" GROUP "LATERAL SYSTEM" POINT "48" "L09" GROUP "LATERAL SYSTEM" POINT "195" "L03" GROUP "LATERAL SYSTEM" POINT "235" "L03" GROUP "LATERAL SYSTEM" POINT "195" "L06" GROUP "LATERAL SYSTEM" POINT "235" "L06" GROUP "LATERAL SYSTEM" POINT "195" "L05" GROUP "LATERAL SYSTEM" POINT "235" "L05" GROUP "LATERAL SYSTEM" POINT "195" "L04" GROUP "LATERAL SYSTEM" POINT "235" "L04" GROUP "LATERAL SYSTEM" POINT "195" "L07" GROUP "LATERAL SYSTEM" POINT "235" "L07" GROUP "LATERAL SYSTEM" POINT "195" "L08" GROUP "LATERAL SYSTEM" POINT "235" "L08" GROUP "LATERAL SYSTEM" POINT "195" "L09" GROUP "LATERAL SYSTEM" POINT "235" "L09" GROUP "LATERAL SYSTEM" POINT "195" "L14" GROUP "LATERAL SYSTEM" POINT "235" "L14" GROUP "LATERAL SYSTEM" POINT "195" "L13" GROUP "LATERAL SYSTEM" POINT "235" "L13" GROUP "LATERAL SYSTEM" POINT "195" "L12" GROUP "LATERAL SYSTEM" POINT "235" "L12" GROUP "LATERAL SYSTEM" POINT "195" "L11" GROUP "LATERAL SYSTEM" POINT "235" "L11" GROUP "LATERAL SYSTEM" POINT "195" "L10" GROUP "LATERAL SYSTEM" POINT "235" "L10" GROUP "LATERAL SYSTEM" POINT "195" "L15" GROUP "LATERAL SYSTEM" POINT "235" "L15" GROUP "LATERAL SYSTEM" POINT "195" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "195" "ROOF" GROUP "LATERAL SYSTEM" POINT "235" "ROOF" GROUP "LATERAL SYSTEM" POINT "195" "Base" GROUP "LATERAL SYSTEM" POINT "235" "Base" GROUP "LATERAL SYSTEM" POINT "235" "L01" GROUP "LATERAL SYSTEM" POINT "195" "L01" GROUP "LATERAL SYSTEM" POINT "235" "L02" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 181 GROUP "LATERAL SYSTEM" POINT "195" "L02" GROUP "LATERAL SYSTEM" POINT "195" "L06+" GROUP "LATERAL SYSTEM" POINT "235" "L06+" GROUP "LATERAL SYSTEM" POINT "47" "L01" GROUP "LATERAL SYSTEM" POINT "47" "L05" GROUP "LATERAL SYSTEM" POINT "47" "L04" GROUP "LATERAL SYSTEM" POINT "47" "L03" GROUP "LATERAL SYSTEM" POINT "47" "L02" GROUP "LATERAL SYSTEM" POINT "513" "L05" GROUP "LATERAL SYSTEM" POINT "513" "L04" GROUP "LATERAL SYSTEM" POINT "514" "L01" GROUP "LATERAL SYSTEM" POINT "515" "L01" GROUP "LATERAL SYSTEM" POINT "515" "L02" GROUP "LATERAL SYSTEM" POINT "515" "L03" GROUP "LATERAL SYSTEM" POINT "514" "L02" GROUP "LATERAL SYSTEM" POINT "514" "L03" GROUP "LATERAL SYSTEM" POINT "515" "L06" GROUP "LATERAL SYSTEM" POINT "514" "L06" GROUP "LATERAL SYSTEM" POINT "514" "L06+" GROUP "LATERAL SYSTEM" POINT "515" "L06+" GROUP "LATERAL SYSTEM" POINT "515" "L07" GROUP "LATERAL SYSTEM" POINT "514" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "515" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "515" "Base" GROUP "LATERAL SYSTEM" POINT "514" "Base" GROUP "LATERAL SYSTEM" POINT "567" "L02" GROUP "LATERAL SYSTEM" POINT "569" "L02" GROUP "LATERAL SYSTEM" POINT "515" "L05" GROUP "LATERAL SYSTEM" POINT "514" "L05" GROUP "LATERAL SYSTEM" POINT "515" "L04" GROUP "LATERAL SYSTEM" POINT "514" "L04" GROUP "LATERAL SYSTEM" POINT "570" "L01" GROUP "LATERAL SYSTEM" POINT "513" "ROOF" GROUP "LATERAL SYSTEM" POINT "513" "L15" GROUP "LATERAL SYSTEM" POINT "513" "L14" GROUP "LATERAL SYSTEM" POINT "513" "L13" GROUP "LATERAL SYSTEM" POINT "513" "L12" GROUP "LATERAL SYSTEM" POINT "513" "L11" GROUP "LATERAL SYSTEM" POINT "513" "L10" GROUP "LATERAL SYSTEM" POINT "513" "L09" GROUP "LATERAL SYSTEM" POINT "513" "L08" GROUP "LATERAL SYSTEM" POINT "513" "L07" GROUP "LATERAL SYSTEM" POINT "513" "L06+" GROUP "LATERAL SYSTEM" POINT "240" "ROOF" GROUP "LATERAL SYSTEM" POINT "47" "ROOF" GROUP "LATERAL SYSTEM" POINT "240" "L15" GROUP "LATERAL SYSTEM" POINT "47" "L15" GROUP "LATERAL SYSTEM" POINT "240" "L14" GROUP "LATERAL SYSTEM" POINT "47" "L14" GROUP "LATERAL SYSTEM" POINT "240" "L13" GROUP "LATERAL SYSTEM" POINT "47" "L13" GROUP "LATERAL SYSTEM" POINT "240" "L12" GROUP "LATERAL SYSTEM" POINT "47" "L12" GROUP "LATERAL SYSTEM" POINT "240" "L11" GROUP "LATERAL SYSTEM" POINT "47" "L11" GROUP "LATERAL SYSTEM" POINT "240" "L10" GROUP "LATERAL SYSTEM" POINT "47" "L10" GROUP "LATERAL SYSTEM" POINT "240" "L09" GROUP "LATERAL SYSTEM" POINT "47" "L09" GROUP "LATERAL SYSTEM" POINT "240" "L08" GROUP "LATERAL SYSTEM" POINT "47" "L08" GROUP "LATERAL SYSTEM" POINT "240" "L07" GROUP "LATERAL SYSTEM" POINT "47" "L07" GROUP "LATERAL SYSTEM" POINT "240" "L06+" GROUP "LATERAL SYSTEM" POINT "47" "L06+" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 182 GROUP "LATERAL SYSTEM" POINT "240" "L05" GROUP "LATERAL SYSTEM" POINT "240" "L04" GROUP "LATERAL SYSTEM" POINT "251" "L02" GROUP "LATERAL SYSTEM" POINT "197" "L02" GROUP "LATERAL SYSTEM" POINT "570" "L05" GROUP "LATERAL SYSTEM" POINT "39" "L05" GROUP "LATERAL SYSTEM" POINT "242" "L05" GROUP "LATERAL SYSTEM" POINT "570" "L04" GROUP "LATERAL SYSTEM" POINT "39" "L04" GROUP "LATERAL SYSTEM" POINT "242" "L04" GROUP "LATERAL SYSTEM" POINT "570" "L15" GROUP "LATERAL SYSTEM" POINT "39" "L15" GROUP "LATERAL SYSTEM" POINT "242" "L15" GROUP "LATERAL SYSTEM" POINT "570" "L14" GROUP "LATERAL SYSTEM" POINT "39" "L14" GROUP "LATERAL SYSTEM" POINT "242" "L14" GROUP "LATERAL SYSTEM" POINT "570" "L13" GROUP "LATERAL SYSTEM" POINT "39" "L13" GROUP "LATERAL SYSTEM" POINT "242" "L13" GROUP "LATERAL SYSTEM" POINT "570" "L12" GROUP "LATERAL SYSTEM" POINT "39" "L12" GROUP "LATERAL SYSTEM" POINT "242" "L12" GROUP "LATERAL SYSTEM" POINT "570" "L11" GROUP "LATERAL SYSTEM" POINT "39" "L11" GROUP "LATERAL SYSTEM" POINT "242" "L11" GROUP "LATERAL SYSTEM" POINT "570" "L10" GROUP "LATERAL SYSTEM" POINT "39" "L10" GROUP "LATERAL SYSTEM" POINT "242" "L10" GROUP "LATERAL SYSTEM" POINT "570" "L09" GROUP "LATERAL SYSTEM" POINT "39" "L09" GROUP "LATERAL SYSTEM" POINT "242" "L09" GROUP "LATERAL SYSTEM" POINT "570" "L08" GROUP "LATERAL SYSTEM" POINT "39" "L08" GROUP "LATERAL SYSTEM" POINT "242" "L08" GROUP "LATERAL SYSTEM" POINT "570" "L07" GROUP "LATERAL SYSTEM" POINT "39" "L07" GROUP "LATERAL SYSTEM" POINT "242" "L07" GROUP "LATERAL SYSTEM" POINT "570" "L06+" GROUP "LATERAL SYSTEM" POINT "39" "L06+" GROUP "LATERAL SYSTEM" POINT "242" "L06+" GROUP "LATERAL SYSTEM" POINT "570" "ROOF" GROUP "LATERAL SYSTEM" POINT "39" "ROOF" GROUP "LATERAL SYSTEM" POINT "242" "ROOF" GROUP "LATERAL SYSTEM" POINT "268" "L01" GROUP "LATERAL SYSTEM" POINT "277" "L01" GROUP "LATERAL SYSTEM" POINT "387" "L02" GROUP "LATERAL SYSTEM" POINT "440" "L03" GROUP "LATERAL SYSTEM" POINT "442" "L03" GROUP "LATERAL SYSTEM" POINT "440" "L04" GROUP "LATERAL SYSTEM" POINT "442" "L04" GROUP "LATERAL SYSTEM" POINT "440" "L06" GROUP "LATERAL SYSTEM" POINT "442" "L06" GROUP "LATERAL SYSTEM" POINT "440" "L05" GROUP "LATERAL SYSTEM" POINT "442" "L05" GROUP "LATERAL SYSTEM" POINT "264" "L04" GROUP "LATERAL SYSTEM" POINT "571" "L04" GROUP "LATERAL SYSTEM" POINT "296" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "296" "ROOF" GROUP "LATERAL SYSTEM" POINT "406" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "406" "ROOF" GROUP "LATERAL SYSTEM" POINT "8" "L01" GROUP "LATERAL SYSTEM" POINT "594" "L04" GROUP "LATERAL SYSTEM" POINT "47" "Base" GROUP "LATERAL SYSTEM" POINT "296" "L15" GROUP "LATERAL SYSTEM" POINT "406" "L15" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 183 GROUP "LATERAL SYSTEM" POINT "296" "L14" GROUP "LATERAL SYSTEM" POINT "406" "L14" GROUP "LATERAL SYSTEM" POINT "352" "ROOF" GROUP "LATERAL SYSTEM" POINT "353" "ROOF" GROUP "LATERAL SYSTEM" POINT "354" "ROOF" GROUP "LATERAL SYSTEM" POINT "355" "ROOF" GROUP "LATERAL SYSTEM" POINT "595" "ROOF" GROUP "LATERAL SYSTEM" POINT "602" "ROOF" GROUP "LATERAL SYSTEM" POINT "370" "L01" GROUP "LATERAL SYSTEM" POINT "607" "L01" GROUP "LATERAL SYSTEM" POINT "392" "L01" GROUP "LATERAL SYSTEM" POINT "370" "Base" GROUP "LATERAL SYSTEM" POINT "607" "L02" GROUP "LATERAL SYSTEM" POINT "607" "L03" GROUP "LATERAL SYSTEM" POINT "624" "L02" GROUP "LATERAL SYSTEM" POINT "624" "L03" GROUP "LATERAL SYSTEM" POINT "607" "Base" GROUP "LATERAL SYSTEM" POINT "378" "L02" GROUP "LATERAL SYSTEM" POINT "438" "L01" GROUP "LATERAL SYSTEM" POINT "441" "L02" GROUP "LATERAL SYSTEM" POINT "419" "L02" GROUP "LATERAL SYSTEM" POINT "438" "L02" GROUP "LATERAL SYSTEM" POINT "392" "L02" GROUP "LATERAL SYSTEM" POINT "438" "L03" GROUP "LATERAL SYSTEM" POINT "392" "L03" GROUP "LATERAL SYSTEM" POINT "480" "L04" GROUP "LATERAL SYSTEM" POINT "483" "L04" GROUP "LATERAL SYSTEM" POINT "443" "L01" GROUP "LATERAL SYSTEM" POINT "436" "L01" GROUP "LATERAL SYSTEM" POINT "437" "L02" GROUP "LATERAL SYSTEM" POINT "479" "L02" GROUP "LATERAL SYSTEM" POINT "443" "Base" GROUP "LATERAL SYSTEM" POINT "436" "Base" GROUP "LATERAL SYSTEM" POINT "443" "L02" GROUP "LATERAL SYSTEM" POINT "436" "L02" GROUP "LATERAL SYSTEM" POINT "392" "Base" GROUP "LATERAL SYSTEM" POINT "443" "L03" GROUP "LATERAL SYSTEM" POINT "436" "L03" GROUP "LATERAL SYSTEM" POINT "481" "L04" GROUP "LATERAL SYSTEM" POINT "482" "L04" GROUP "LATERAL SYSTEM" POINT "370" "L03" GROUP "LATERAL SYSTEM" POINT "402" "L04" GROUP "LATERAL SYSTEM" POINT "370" "L02" GROUP "LATERAL SYSTEM" POINT "438" "Base" GROUP "LATERAL SYSTEM" POINT "154" "L07" GROUP "LATERAL SYSTEM" POINT "18" "L01" GROUP "LATERAL SYSTEM" POINT "449" "L01" GROUP "LATERAL SYSTEM" POINT "450" "L02" GROUP "LATERAL SYSTEM" POINT "449" "L02" GROUP "LATERAL SYSTEM" POINT "450" "L03" GROUP "LATERAL SYSTEM" POINT "449" "L03" GROUP "LATERAL SYSTEM" POINT "450" "L04" GROUP "LATERAL SYSTEM" POINT "450" "L05" GROUP "LATERAL SYSTEM" POINT "450" "L06" GROUP "LATERAL SYSTEM" POINT "450" "L07" GROUP "LATERAL SYSTEM" POINT "450" "L08" GROUP "LATERAL SYSTEM" POINT "261" "L01" GROUP "LATERAL SYSTEM" POINT "266" "L01" GROUP "LATERAL SYSTEM" POINT "451" "L06" GROUP "LATERAL SYSTEM" POINT "451" "L03" GROUP "LATERAL SYSTEM" POINT "451" "L04" GROUP "LATERAL SYSTEM" POINT "451" "L05" GROUP "LATERAL SYSTEM" POINT "451" "L07" GROUP "LATERAL SYSTEM" POINT "451" "L08" GROUP "LATERAL SYSTEM" POINT "488" "L06+" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 184 GROUP "LATERAL SYSTEM" POINT "490" "L06+" GROUP "LATERAL SYSTEM" POINT "43" "L06+" GROUP "LATERAL SYSTEM" POINT "38" "L06+" GROUP "LATERAL SYSTEM" POINT "626" "L07" GROUP "LATERAL SYSTEM" POINT "549" "L15" GROUP "LATERAL SYSTEM" POINT "629" "L01" GROUP "LATERAL SYSTEM" POINT "629" "Base" GROUP "LATERAL SYSTEM" POINT "629" "L02" GROUP "LATERAL SYSTEM" POINT "629" "L03" GROUP "LATERAL SYSTEM" POINT "200" "L01" GROUP "LATERAL SYSTEM" POINT "630" "L01" GROUP "LATERAL SYSTEM" POINT "631" "L01" GROUP "LATERAL SYSTEM" POINT "404" "L01" GROUP "LATERAL SYSTEM" POINT "410" "L02" GROUP "LATERAL SYSTEM" POINT "516" "L02" GROUP "LATERAL SYSTEM" POINT "200" "L02" GROUP "LATERAL SYSTEM" POINT "404" "L02" GROUP "LATERAL SYSTEM" POINT "518" "L01" GROUP "LATERAL SYSTEM" POINT "630" "L02" GROUP "LATERAL SYSTEM" POINT "631" "L02" GROUP "LATERAL SYSTEM" POINT "311" "L03" GROUP "LATERAL SYSTEM" POINT "307" "L02" GROUP "LATERAL SYSTEM" POINT "312" "L02" GROUP "LATERAL SYSTEM" POINT "307" "L01" GROUP "LATERAL SYSTEM" POINT "307" "Base" GROUP "LATERAL SYSTEM" POINT "311" "L04" GROUP "LATERAL SYSTEM" POINT "311" "L05" GROUP "LATERAL SYSTEM" POINT "311" "L06" GROUP "LATERAL SYSTEM" POINT "243" "L06+" GROUP "LATERAL SYSTEM" POINT "307" "L06+" GROUP "LATERAL SYSTEM" POINT "319" "L08" GROUP "LATERAL SYSTEM" POINT "65" "L08" GROUP "LATERAL SYSTEM" POINT "319" "L07" GROUP "LATERAL SYSTEM" POINT "65" "L07" GROUP "LATERAL SYSTEM" POINT "319" "L09" GROUP "LATERAL SYSTEM" POINT "65" "L09" GROUP "LATERAL SYSTEM" POINT "65" "L06+" GROUP "LATERAL SYSTEM" POINT "319" "L06+" GROUP "LATERAL SYSTEM" POINT "65" "L06" GROUP "LATERAL SYSTEM" POINT "319" "L06" GROUP "LATERAL SYSTEM" POINT "65" "L10" GROUP "LATERAL SYSTEM" POINT "319" "L10" GROUP "LATERAL SYSTEM" POINT "65" "L11" GROUP "LATERAL SYSTEM" POINT "319" "L11" GROUP "LATERAL SYSTEM" POINT "65" "L12" GROUP "LATERAL SYSTEM" POINT "319" "L12" GROUP "LATERAL SYSTEM" POINT "65" "L13" GROUP "LATERAL SYSTEM" POINT "319" "L13" GROUP "LATERAL SYSTEM" POINT "65" "L14" GROUP "LATERAL SYSTEM" POINT "319" "L14" GROUP "LATERAL SYSTEM" POINT "65" "L15" GROUP "LATERAL SYSTEM" POINT "319" "L15" GROUP "LATERAL SYSTEM" POINT "65" "ROOF" GROUP "LATERAL SYSTEM" POINT "319" "ROOF" GROUP "LATERAL SYSTEM" POINT "65" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "319" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "44" "L15" GROUP "LATERAL SYSTEM" POINT "337" "L15" GROUP "LATERAL SYSTEM" POINT "631" "L03" GROUP "LATERAL SYSTEM" POINT "630" "L03" GROUP "LATERAL SYSTEM" POINT "630" "L04" GROUP "LATERAL SYSTEM" POINT "631" "L04" GROUP "LATERAL SYSTEM" POINT "630" "L05" GROUP "LATERAL SYSTEM" POINT "631" "L05" GROUP "LATERAL SYSTEM" POINT "630" "L06" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 185 GROUP "LATERAL SYSTEM" POINT "631" "L06" GROUP "LATERAL SYSTEM" POINT "630" "L06+" GROUP "LATERAL SYSTEM" POINT "631" "L06+" GROUP "LATERAL SYSTEM" POINT "632" "L07" GROUP "LATERAL SYSTEM" POINT "633" "L07" GROUP "LATERAL SYSTEM" POINT "630" "L07" GROUP "LATERAL SYSTEM" POINT "631" "L07" GROUP "LATERAL SYSTEM" POINT "630" "L08" GROUP "LATERAL SYSTEM" POINT "631" "L08" GROUP "LATERAL SYSTEM" POINT "631" "Base" GROUP "LATERAL SYSTEM" POINT "634" "L01" GROUP "LATERAL SYSTEM" POINT "635" "L01" GROUP "LATERAL SYSTEM" POINT "630" "Base" GROUP "LATERAL SYSTEM" POINT "636" "L01" GROUP "LATERAL SYSTEM" POINT "637" "L01" GROUP "LATERAL SYSTEM" POINT "345" "L02" GROUP "LATERAL SYSTEM" POINT "357" "L02" GROUP "LATERAL SYSTEM" POINT "345" "L01" GROUP "LATERAL SYSTEM" POINT "357" "L01" GROUP "LATERAL SYSTEM" POINT "345" "Base" GROUP "LATERAL SYSTEM" POINT "357" "Base" GROUP "LATERAL SYSTEM" POINT "345" "L03" GROUP "LATERAL SYSTEM" POINT "357" "L03" GROUP "LATERAL SYSTEM" POINT "345" "L04" GROUP "LATERAL SYSTEM" POINT "357" "L04" GROUP "LATERAL SYSTEM" POINT "24" "L15" GROUP "LATERAL SYSTEM" POINT "317" "L15" GROUP "LATERAL SYSTEM" POINT "24" "ROOF" GROUP "LATERAL SYSTEM" POINT "317" "ROOF" GROUP "LATERAL SYSTEM" POINT "24" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "317" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "24" "L14" GROUP "LATERAL SYSTEM" POINT "24" "L13" GROUP "LATERAL SYSTEM" POINT "317" "L14" GROUP "LATERAL SYSTEM" POINT "317" "L13" GROUP "LATERAL SYSTEM" POINT "404" "Base" GROUP "LATERAL SYSTEM" POINT "339" "L01" GROUP "LATERAL SYSTEM" POINT "344" "L01" GROUP "LATERAL SYSTEM" POINT "200" "Base" GROUP "LATERAL SYSTEM" POINT "348" "L01" GROUP "LATERAL SYSTEM" POINT "349" "L01" GROUP "LATERAL SYSTEM" POINT "351" "L04" GROUP "LATERAL SYSTEM" POINT "421" "L04" GROUP "LATERAL SYSTEM" POINT "447" "L05" GROUP "LATERAL SYSTEM" POINT "448" "L05" GROUP "LATERAL SYSTEM" POINT "387" "L05" GROUP "LATERAL SYSTEM" POINT "569" "L05" GROUP "LATERAL SYSTEM" POINT "567" "L05" GROUP "LATERAL SYSTEM" POINT "251" "L05" GROUP "LATERAL SYSTEM" POINT "504" "L02" GROUP "LATERAL SYSTEM" POINT "505" "L02" GROUP "LATERAL SYSTEM" POINT "8" "L02" GROUP "LATERAL SYSTEM" POINT "478" "L02" GROUP "LATERAL SYSTEM" POINT "478" "L01" GROUP "LATERAL SYSTEM" POINT "8" "L03" GROUP "LATERAL SYSTEM" POINT "478" "L03" GROUP "LATERAL SYSTEM" POINT "627" "L04" GROUP "LATERAL SYSTEM" POINT "628" "L04" GROUP "LATERAL SYSTEM" POINT "26" "L03" GROUP "LATERAL SYSTEM" POINT "26" "L02" GROUP "LATERAL SYSTEM" POINT "8" "Base" GROUP "LATERAL SYSTEM" POINT "478" "Base" GROUP "LATERAL SYSTEM" POINT "307" "L07" GROUP "LATERAL SYSTEM" POINT "243" "L08" GROUP "LATERAL SYSTEM" POINT "307" "L08" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 186 GROUP "LATERAL SYSTEM" POINT "243" "L09" GROUP "LATERAL SYSTEM" POINT "307" "L09" GROUP "LATERAL SYSTEM" POINT "243" "L10" GROUP "LATERAL SYSTEM" POINT "307" "L10" GROUP "LATERAL SYSTEM" POINT "307" "L11" GROUP "LATERAL SYSTEM" POINT "243" "L11" GROUP "LATERAL SYSTEM" POINT "243" "L12" GROUP "LATERAL SYSTEM" POINT "307" "L12" GROUP "LATERAL SYSTEM" POINT "243" "L13" GROUP "LATERAL SYSTEM" POINT "307" "L13" GROUP "LATERAL SYSTEM" POINT "243" "L14" GROUP "LATERAL SYSTEM" POINT "307" "L14" GROUP "LATERAL SYSTEM" POINT "307" "L15" GROUP "LATERAL SYSTEM" POINT "243" "L15" GROUP "LATERAL SYSTEM" POINT "341" "ROOF" GROUP "LATERAL SYSTEM" POINT "314" "ROOF" GROUP "LATERAL SYSTEM" POINT "243" "ROOF" GROUP "LATERAL SYSTEM" POINT "307" "ROOF" GROUP "LATERAL SYSTEM" POINT "243" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "307" "UPPER ROOF" GROUP "LATERAL SYSTEM" POINT "243" "L06" GROUP "LATERAL SYSTEM" POINT "309" "L06" GROUP "LATERAL SYSTEM" POINT "243" "L05" GROUP "LATERAL SYSTEM" POINT "309" "L05" GROUP "LATERAL SYSTEM" POINT "243" "L04" GROUP "LATERAL SYSTEM" POINT "309" "L04" GROUP "LATERAL SYSTEM" POINT "243" "L03" GROUP "LATERAL SYSTEM" POINT "309" "L03" GROUP "LATERAL SYSTEM" POINT "243" "L02" GROUP "LATERAL SYSTEM" POINT "313" "L02" GROUP "LATERAL SYSTEM" POINT "243" "L01" GROUP "LATERAL SYSTEM" POINT "243" "Base" GROUP "LATERAL SYSTEM" POINT "395" "L07" GROUP "LATERAL SYSTEM" POINT "396" "L07" GROUP "LATERAL SYSTEM" POINT "397" "L07" GROUP "LATERAL SYSTEM" POINT "288" "ROOF" GROUP "LATERAL SYSTEM" POINT "214" "ROOF" GROUP "LATERAL SYSTEM" POINT "638" "ROOF" GROUP "LATERAL SYSTEM" POINT "153" "ROOF" GROUP "LATERAL SYSTEM" POINT "639" "L02" GROUP "LATERAL SYSTEM" POINT "640" "L02" GROUP "LATERAL SYSTEM" POINT "243" "L07" GROUP "LATERAL SYSTEM" POINT "307" "L06" GROUP "LATERAL SYSTEM" POINT "307" "L05" GROUP "LATERAL SYSTEM" POINT "307" "L04" GROUP "LATERAL SYSTEM" POINT "307" "L03" GROUP "LATERAL SYSTEM" POINT "177" "L15" GROUP "LATERAL SYSTEM" POINT "241" "L15" GROUP "LATERAL SYSTEM" POINT "256" "L15" GROUP "LATERAL SYSTEM" POINT "263" "L15" GROUP "LATERAL SYSTEM" POINT "248" "L15" GROUP "LATERAL SYSTEM" POINT "252" "L15" GROUP "LATERAL SYSTEM" POINT "44" "L14" GROUP "LATERAL SYSTEM" POINT "337" "L14" GROUP "LATERAL SYSTEM" POINT "316" "ROOF" GROUP "LATERAL SYSTEM" POINT "321" "ROOF" GROUP "LATERAL SYSTEM" POINT "327" "ROOF" GROUP "LATERAL SYSTEM" POINT "330" "ROOF" GROUP "LATERAL SYSTEM" POINT "262" "L06+" GROUP "LATERAL SYSTEM" POINT "290" "L06+" GROUP "LATERAL SYSTEM" POINT "283" "L06+" GROUP "LATERAL SYSTEM" POINT "290" "L07" GROUP "LATERAL SYSTEM" POINT "283" "L07" GROUP "LATERAL SYSTEM" POINT "402" "L03" GROUP "LATERAL SYSTEM" POINT "264" "L03" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 187 GROUP "LATERAL SYSTEM" POINT "483" "L03" GROUP "LATERAL SYSTEM" POINT "482" "L03" GROUP "LATERAL SYSTEM" POINT "481" "L03" GROUP "LATERAL SYSTEM" POINT "480" "L03" GROUP "LATERAL SYSTEM" POINT "571" "L03" GROUP "LATERAL SYSTEM" POINT "594" "L03" GROUP "LATERAL SYSTEM" POINT "627" "L03" GROUP "LATERAL SYSTEM" POINT "628" "L03" GROUP "LATERAL SYSTEM" POINT "351" "L03" GROUP "LATERAL SYSTEM" POINT "421" "L03" GROUP "LATERAL SYSTEM" POINT "313" "L05" GROUP "LATERAL SYSTEM" POINT "312" "L05" GROUP "LATERAL SYSTEM" POINT "641" "L02" GROUP "LATERAL SYSTEM" POINT "642" "L02" GROUP "LATERAL SYSTEM" POINT "229" "L06+" GROUP "LATERAL SYSTEM" POINT "525" "L14" GROUP "LATERAL SYSTEM" POINT "526" "L14" GROUP "LATERAL SYSTEM" POINT "525" "ROOF" GROUP "LATERAL SYSTEM" POINT "526" "ROOF" GROUP "LATERAL SYSTEM" POINT "525" "L15" GROUP "LATERAL SYSTEM" POINT "526" "L15" GROUP "LATERAL SYSTEM" POINT "525" "L13" GROUP "LATERAL SYSTEM" POINT "526" "L13" GROUP "LATERAL SYSTEM" POINT "525" "L12" GROUP "LATERAL SYSTEM" POINT "526" "L12" GROUP "LATERAL SYSTEM" POINT "525" "L11" GROUP "LATERAL SYSTEM" POINT "526" "L11" GROUP "LATERAL SYSTEM" POINT "525" "L10" GROUP "LATERAL SYSTEM" POINT "526" "L10" GROUP "LATERAL SYSTEM" POINT "525" "L09" GROUP "LATERAL SYSTEM" POINT "526" "L09" GROUP "LATERAL SYSTEM" POINT "525" "L08" GROUP "LATERAL SYSTEM" POINT "526" "L08" GROUP "LATERAL SYSTEM" POINT "525" "L07" GROUP "LATERAL SYSTEM" POINT "526" "L07" GROUP "LATERAL SYSTEM" POINT "525" "L06" GROUP "LATERAL SYSTEM" POINT "526" "L06" GROUP "LATERAL SYSTEM" POINT "525" "L05" GROUP "LATERAL SYSTEM" POINT "526" "L05" GROUP "LATERAL SYSTEM" POINT "525" "L04" GROUP "LATERAL SYSTEM" POINT "526" "L04" GROUP "LATERAL SYSTEM" POINT "525" "L03" GROUP "LATERAL SYSTEM" POINT "526" "L03" GROUP "LATERAL SYSTEM" POINT "525" "L02" GROUP "LATERAL SYSTEM" POINT "526" "L02" GROUP "LATERAL SYSTEM" POINT "319" "L02" GROUP "LATERAL SYSTEM" POINT "525" "L01" GROUP "LATERAL SYSTEM" POINT "526" "L01" GROUP "LATERAL SYSTEM" POINT "319" "L01" GROUP "LATERAL SYSTEM" POINT "152" "L03" GROUP "LATERAL SYSTEM" POINT "151" "L03" GROUP "LATERAL SYSTEM" POINT "299" "L03" GROUP "LATERAL SYSTEM" POINT "300" "L03" GROUP "LATERAL SYSTEM" POINT "448" "L06" GROUP "LATERAL SYSTEM" POINT "447" "L06" GROUP "LATERAL SYSTEM" POINT "357" "L06" GROUP "LATERAL SYSTEM" POINT "345" "L06" GROUP "LATERAL SYSTEM" POINT "357" "L06+" GROUP "LATERAL SYSTEM" POINT "345" "L06+" GROUP "LATERAL SYSTEM" POINT "357" "L07" GROUP "LATERAL SYSTEM" POINT "345" "L07" GROUP "LATERAL SYSTEM" POINT "569" "L06" GROUP "LATERAL SYSTEM" POINT "387" "L06" GROUP "LATERAL SYSTEM" POINT "421" "L05" GROUP "LATERAL SYSTEM" POINT "351" "L05" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 188 GROUP "LATERAL SYSTEM" POINT "594" "L05" GROUP "LATERAL SYSTEM" POINT "567" "L06" GROUP "LATERAL SYSTEM" POINT "312" "L06" GROUP "LATERAL SYSTEM" POINT "571" "L05" GROUP "LATERAL SYSTEM" POINT "251" "L06" GROUP "LATERAL SYSTEM" POINT "313" "L06" GROUP "LATERAL SYSTEM" POINT "448" "L02" GROUP "LATERAL SYSTEM" POINT "447" "L02" GROUP "LATERAL SYSTEM" LINE "B20" "L08" GROUP "LATERAL SYSTEM" LINE "B86" "L08" GROUP "LATERAL SYSTEM" LINE "B85" "L08" GROUP "LATERAL SYSTEM" LINE "B20" "L09" GROUP "LATERAL SYSTEM" LINE "B86" "L09" GROUP "LATERAL SYSTEM" LINE "B85" "L09" GROUP "LATERAL SYSTEM" LINE "B20" "L14" GROUP "LATERAL SYSTEM" LINE "B86" "L14" GROUP "LATERAL SYSTEM" LINE "B85" "L14" GROUP "LATERAL SYSTEM" LINE "B20" "L13" GROUP "LATERAL SYSTEM" LINE "B86" "L13" GROUP "LATERAL SYSTEM" LINE "B85" "L13" GROUP "LATERAL SYSTEM" LINE "B20" "L12" GROUP "LATERAL SYSTEM" LINE "B86" "L12" GROUP "LATERAL SYSTEM" LINE "B85" "L12" GROUP "LATERAL SYSTEM" LINE "B20" "L11" GROUP "LATERAL SYSTEM" LINE "B86" "L11" GROUP "LATERAL SYSTEM" LINE "B85" "L11" GROUP "LATERAL SYSTEM" LINE "B20" "L10" GROUP "LATERAL SYSTEM" LINE "B86" "L10" GROUP "LATERAL SYSTEM" LINE "B85" "L10" GROUP "LATERAL SYSTEM" LINE "B87" "UPPER ROOF" GROUP "LATERAL SYSTEM" LINE "B46" "UPPER ROOF" GROUP "LATERAL SYSTEM" LINE "B76" "UPPER ROOF" GROUP "LATERAL SYSTEM" LINE "B6" "L03" GROUP "LATERAL SYSTEM" LINE "B9" "L03" GROUP "LATERAL SYSTEM" LINE "B27" "L03" GROUP "LATERAL SYSTEM" LINE "B6" "L06" GROUP "LATERAL SYSTEM" LINE "B9" "L06" GROUP "LATERAL SYSTEM" LINE "B27" "L06" GROUP "LATERAL SYSTEM" LINE "B6" "L05" GROUP "LATERAL SYSTEM" LINE "B9" "L05" GROUP "LATERAL SYSTEM" LINE "B27" "L05" GROUP "LATERAL SYSTEM" LINE "B6" "L04" GROUP "LATERAL SYSTEM" LINE "B9" "L04" GROUP "LATERAL SYSTEM" LINE "B27" "L04" GROUP "LATERAL SYSTEM" LINE "B33" "L01" GROUP "LATERAL SYSTEM" LINE "B75" "L01" GROUP "LATERAL SYSTEM" LINE "B111" "L08" GROUP "LATERAL SYSTEM" LINE "B112" "L08" GROUP "LATERAL SYSTEM" LINE "B113" "L08" GROUP "LATERAL SYSTEM" LINE "B111" "L09" GROUP "LATERAL SYSTEM" LINE "B112" "L09" GROUP "LATERAL SYSTEM" LINE "B113" "L09" GROUP "LATERAL SYSTEM" LINE "B111" "L14" GROUP "LATERAL SYSTEM" LINE "B112" "L14" GROUP "LATERAL SYSTEM" LINE "B113" "L14" GROUP "LATERAL SYSTEM" LINE "B111" "L13" GROUP "LATERAL SYSTEM" LINE "B112" "L13" GROUP "LATERAL SYSTEM" LINE "B113" "L13" GROUP "LATERAL SYSTEM" LINE "B111" "L12" GROUP "LATERAL SYSTEM" LINE "B112" "L12" GROUP "LATERAL SYSTEM" LINE "B113" "L12" GROUP "LATERAL SYSTEM" LINE "B111" "L11" GROUP "LATERAL SYSTEM" LINE "B112" "L11" GROUP "LATERAL SYSTEM" LINE "B113" "L11" GROUP "LATERAL SYSTEM" LINE "B111" "L10" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 189 GROUP "LATERAL SYSTEM" LINE "B112" "L10" GROUP "LATERAL SYSTEM" LINE "B113" "L10" GROUP "LATERAL SYSTEM" LINE "B111" "L15" GROUP "LATERAL SYSTEM" LINE "B112" "L15" GROUP "LATERAL SYSTEM" LINE "B113" "L15" GROUP "LATERAL SYSTEM" LINE "B22" "UPPER ROOF" GROUP "LATERAL SYSTEM" LINE "B80" "UPPER ROOF" GROUP "LATERAL SYSTEM" LINE "B94" "UPPER ROOF" GROUP "LATERAL SYSTEM" LINE "B32" "L01" GROUP "LATERAL SYSTEM" LINE "B52" "L01" GROUP "LATERAL SYSTEM" LINE "B53" "L01" GROUP "LATERAL SYSTEM" LINE "B106" "L04" GROUP "LATERAL SYSTEM" LINE "B108" "L04" GROUP "LATERAL SYSTEM" LINE "B107" "L04" GROUP "LATERAL SYSTEM" LINE "B106" "L06" GROUP "LATERAL SYSTEM" LINE "B108" "L06" GROUP "LATERAL SYSTEM" LINE "B107" "L06" GROUP "LATERAL SYSTEM" LINE "B108" "L05" GROUP "LATERAL SYSTEM" LINE "B107" "L05" GROUP "LATERAL SYSTEM" LINE "B111" "L06+" GROUP "LATERAL SYSTEM" LINE "B113" "L06+" GROUP "LATERAL SYSTEM" LINE "B112" "L06+" GROUP "LATERAL SYSTEM" LINE "B111" "L07" GROUP "LATERAL SYSTEM" LINE "B112" "L07" GROUP "LATERAL SYSTEM" LINE "B113" "L07" GROUP "LATERAL SYSTEM" LINE "B106" "L05" GROUP "LATERAL SYSTEM" LINE "B97" "L01" GROUP "LATERAL SYSTEM" AREA "W210" "L13" GROUP "LATERAL SYSTEM" AREA "W210" "L12" GROUP "LATERAL SYSTEM" AREA "W210" "L11" GROUP "LATERAL SYSTEM" AREA "W210" "L10" GROUP "LATERAL SYSTEM" AREA "W210" "L09" GROUP "LATERAL SYSTEM" AREA "W210" "L08" GROUP "LATERAL SYSTEM" AREA "W210" "L06+" GROUP "LATERAL SYSTEM" AREA "W45" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W211" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W76" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W212" "L04" GROUP "LATERAL SYSTEM" AREA "W212" "L03" GROUP "LATERAL SYSTEM" AREA "W90" "L06+" GROUP "LATERAL SYSTEM" AREA "W90" "L09" GROUP "LATERAL SYSTEM" AREA "W213" "L06+" GROUP "LATERAL SYSTEM" AREA "W213" "L09" GROUP "LATERAL SYSTEM" AREA "W213" "L08" GROUP "LATERAL SYSTEM" AREA "W207" "L08" GROUP "LATERAL SYSTEM" AREA "W207" "L09" GROUP "LATERAL SYSTEM" AREA "W212" "L10" GROUP "LATERAL SYSTEM" AREA "W212" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W212" "L15" GROUP "LATERAL SYSTEM" AREA "W212" "L14" GROUP "LATERAL SYSTEM" AREA "W212" "L13" GROUP "LATERAL SYSTEM" AREA "W212" "L12" GROUP "LATERAL SYSTEM" AREA "W212" "L11" GROUP "LATERAL SYSTEM" AREA "W214" "L02" GROUP "LATERAL SYSTEM" AREA "W215" "L02" GROUP "LATERAL SYSTEM" AREA "W190" "L02" GROUP "LATERAL SYSTEM" AREA "W219" "L07" GROUP "LATERAL SYSTEM" AREA "W220" "L07" GROUP "LATERAL SYSTEM" AREA "W159" "L07" GROUP "LATERAL SYSTEM" AREA "W121" "L06+" GROUP "LATERAL SYSTEM" AREA "W121" "L09" GROUP "LATERAL SYSTEM" AREA "W121" "L08" GROUP "LATERAL SYSTEM" AREA "W121" "L10" GROUP "LATERAL SYSTEM" AREA "W121" "L14" GROUP "LATERAL SYSTEM" AREA "W121" "L13" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 190 GROUP "LATERAL SYSTEM" AREA "W121" "L12" GROUP "LATERAL SYSTEM" AREA "W121" "L11" GROUP "LATERAL SYSTEM" AREA "W139" "L10" GROUP "LATERAL SYSTEM" AREA "W139" "L09" GROUP "LATERAL SYSTEM" AREA "W139" "L08" GROUP "LATERAL SYSTEM" AREA "W139" "L06+" GROUP "LATERAL SYSTEM" AREA "W99" "L06" GROUP "LATERAL SYSTEM" AREA "W99" "L05" GROUP "LATERAL SYSTEM" AREA "W99" "L04" GROUP "LATERAL SYSTEM" AREA "W99" "L03" GROUP "LATERAL SYSTEM" AREA "W139" "L14" GROUP "LATERAL SYSTEM" AREA "W139" "L13" GROUP "LATERAL SYSTEM" AREA "W139" "L12" GROUP "LATERAL SYSTEM" AREA "W139" "L11" GROUP "LATERAL SYSTEM" AREA "W141" "L06+" GROUP "LATERAL SYSTEM" AREA "W227" "L06" GROUP "LATERAL SYSTEM" AREA "W227" "L05" GROUP "LATERAL SYSTEM" AREA "W227" "L04" GROUP "LATERAL SYSTEM" AREA "W227" "L03" GROUP "LATERAL SYSTEM" AREA "W224" "L06" GROUP "LATERAL SYSTEM" AREA "W224" "L05" GROUP "LATERAL SYSTEM" AREA "W224" "L04" GROUP "LATERAL SYSTEM" AREA "W224" "L03" GROUP "LATERAL SYSTEM" AREA "W192" "L02" GROUP "LATERAL SYSTEM" AREA "W191" "L02" GROUP "LATERAL SYSTEM" AREA "W228" "ROOF" GROUP "LATERAL SYSTEM" AREA "W230" "ROOF" GROUP "LATERAL SYSTEM" AREA "W18" "ROOF" GROUP "LATERAL SYSTEM" AREA "W23" "ROOF" GROUP "LATERAL SYSTEM" AREA "W90" "L08" GROUP "LATERAL SYSTEM" AREA "W160" "L07" GROUP "LATERAL SYSTEM" AREA "W162" "L07" GROUP "LATERAL SYSTEM" AREA "W33" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W226" "L06" GROUP "LATERAL SYSTEM" AREA "W226" "L05" GROUP "LATERAL SYSTEM" AREA "W226" "L04" GROUP "LATERAL SYSTEM" AREA "W226" "L03" GROUP "LATERAL SYSTEM" AREA "W232" "L08" GROUP "LATERAL SYSTEM" AREA "W235" "L10" GROUP "LATERAL SYSTEM" AREA "W235" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W235" "L15" GROUP "LATERAL SYSTEM" AREA "W235" "L14" GROUP "LATERAL SYSTEM" AREA "W235" "L13" GROUP "LATERAL SYSTEM" AREA "W235" "L12" GROUP "LATERAL SYSTEM" AREA "W235" "L11" GROUP "LATERAL SYSTEM" AREA "W248" "L07" GROUP "LATERAL SYSTEM" AREA "W249" "L08" GROUP "LATERAL SYSTEM" AREA "W250" "L08" GROUP "LATERAL SYSTEM" AREA "W249" "L06+" GROUP "LATERAL SYSTEM" AREA "W250" "L06+" GROUP "LATERAL SYSTEM" AREA "W249" "L06" GROUP "LATERAL SYSTEM" AREA "W250" "L06" GROUP "LATERAL SYSTEM" AREA "W249" "L05" GROUP "LATERAL SYSTEM" AREA "W250" "L05" GROUP "LATERAL SYSTEM" AREA "W249" "L04" GROUP "LATERAL SYSTEM" AREA "W250" "L04" GROUP "LATERAL SYSTEM" AREA "W249" "L03" GROUP "LATERAL SYSTEM" AREA "W250" "L03" GROUP "LATERAL SYSTEM" AREA "W235" "L09" GROUP "LATERAL SYSTEM" AREA "W77" "L02" GROUP "LATERAL SYSTEM" AREA "W89" "L02" GROUP "LATERAL SYSTEM" AREA "W85" "L02" GROUP "LATERAL SYSTEM" AREA "W92" "L02" GROUP "LATERAL SYSTEM" AREA "W75" "L02" GROUP "LATERAL SYSTEM" AREA "W87" "L02" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 191 GROUP "LATERAL SYSTEM" AREA "W251" "L02" GROUP "LATERAL SYSTEM" AREA "W252" "L02" GROUP "LATERAL SYSTEM" AREA "W212" "L01" GROUP "LATERAL SYSTEM" AREA "W258" "ROOF" GROUP "LATERAL SYSTEM" AREA "W259" "ROOF" GROUP "LATERAL SYSTEM" AREA "W266" "L07" GROUP "LATERAL SYSTEM" AREA "W267" "L07" GROUP "LATERAL SYSTEM" AREA "W268" "L07" GROUP "LATERAL SYSTEM" AREA "W269" "L07" GROUP "LATERAL SYSTEM" AREA "W213" "L06" GROUP "LATERAL SYSTEM" AREA "W207" "L06" GROUP "LATERAL SYSTEM" AREA "W205" "L06" GROUP "LATERAL SYSTEM" AREA "W213" "L05" GROUP "LATERAL SYSTEM" AREA "W207" "L05" GROUP "LATERAL SYSTEM" AREA "W205" "L05" GROUP "LATERAL SYSTEM" AREA "W211" "L15" GROUP "LATERAL SYSTEM" AREA "W98" "L15" GROUP "LATERAL SYSTEM" AREA "W45" "L15" GROUP "LATERAL SYSTEM" AREA "W211" "L14" GROUP "LATERAL SYSTEM" AREA "W98" "L14" GROUP "LATERAL SYSTEM" AREA "W45" "L14" GROUP "LATERAL SYSTEM" AREA "W227" "L01" GROUP "LATERAL SYSTEM" AREA "W226" "L01" GROUP "LATERAL SYSTEM" AREA "W224" "L01" GROUP "LATERAL SYSTEM" AREA "W63" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W141" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W121" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W270" "L09" GROUP "LATERAL SYSTEM" AREA "W115" "L01" GROUP "LATERAL SYSTEM" AREA "W271" "L08" GROUP "LATERAL SYSTEM" AREA "W271" "L15" GROUP "LATERAL SYSTEM" AREA "W271" "L14" GROUP "LATERAL SYSTEM" AREA "W271" "L13" GROUP "LATERAL SYSTEM" AREA "W271" "L12" GROUP "LATERAL SYSTEM" AREA "W271" "L11" GROUP "LATERAL SYSTEM" AREA "W271" "L10" GROUP "LATERAL SYSTEM" AREA "W271" "L09" GROUP "LATERAL SYSTEM" AREA "W270" "L15" GROUP "LATERAL SYSTEM" AREA "W270" "L14" GROUP "LATERAL SYSTEM" AREA "W270" "L13" GROUP "LATERAL SYSTEM" AREA "W270" "L12" GROUP "LATERAL SYSTEM" AREA "W270" "L11" GROUP "LATERAL SYSTEM" AREA "W270" "L10" GROUP "LATERAL SYSTEM" AREA "W270" "L08" GROUP "LATERAL SYSTEM" AREA "W271" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W270" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W271" "L07" GROUP "LATERAL SYSTEM" AREA "W271" "L06+" GROUP "LATERAL SYSTEM" AREA "W39" "L09" GROUP "LATERAL SYSTEM" AREA "W41" "L09" GROUP "LATERAL SYSTEM" AREA "W39" "L08" GROUP "LATERAL SYSTEM" AREA "W41" "L08" GROUP "LATERAL SYSTEM" AREA "W46" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W39" "L15" GROUP "LATERAL SYSTEM" AREA "W39" "L14" GROUP "LATERAL SYSTEM" AREA "W41" "L14" GROUP "LATERAL SYSTEM" AREA "W39" "L13" GROUP "LATERAL SYSTEM" AREA "W41" "L13" GROUP "LATERAL SYSTEM" AREA "W39" "L12" GROUP "LATERAL SYSTEM" AREA "W41" "L12" GROUP "LATERAL SYSTEM" AREA "W39" "L11" GROUP "LATERAL SYSTEM" AREA "W41" "L11" GROUP "LATERAL SYSTEM" AREA "W39" "L10" GROUP "LATERAL SYSTEM" AREA "W41" "L10" GROUP "LATERAL SYSTEM" AREA "W272" "L06+" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 192 GROUP "LATERAL SYSTEM" AREA "W272" "L09" GROUP "LATERAL SYSTEM" AREA "W272" "L08" GROUP "LATERAL SYSTEM" AREA "W272" "L07" GROUP "LATERAL SYSTEM" AREA "W272" "L10" GROUP "LATERAL SYSTEM" AREA "W272" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W272" "L15" GROUP "LATERAL SYSTEM" AREA "W272" "L14" GROUP "LATERAL SYSTEM" AREA "W272" "L13" GROUP "LATERAL SYSTEM" AREA "W272" "L12" GROUP "LATERAL SYSTEM" AREA "W272" "L11" GROUP "LATERAL SYSTEM" AREA "W273" "L01" GROUP "LATERAL SYSTEM" AREA "W274" "L01" GROUP "LATERAL SYSTEM" AREA "W275" "L02" GROUP "LATERAL SYSTEM" AREA "W276" "L02" GROUP "LATERAL SYSTEM" AREA "W277" "L02" GROUP "LATERAL SYSTEM" AREA "W116" "L02" GROUP "LATERAL SYSTEM" AREA "W109" "L02" GROUP "LATERAL SYSTEM" AREA "W278" "L02" GROUP "LATERAL SYSTEM" AREA "W119" "L02" GROUP "LATERAL SYSTEM" AREA "W279" "L02" GROUP "LATERAL SYSTEM" AREA "W243" "L02" GROUP "LATERAL SYSTEM" AREA "W71" "L03" GROUP "LATERAL SYSTEM" AREA "W41" "L07" GROUP "LATERAL SYSTEM" AREA "W280" "L04" GROUP "LATERAL SYSTEM" AREA "W161" "L02" GROUP "LATERAL SYSTEM" AREA "W168" "L01" GROUP "LATERAL SYSTEM" AREA "W131" "L01" GROUP "LATERAL SYSTEM" AREA "W127" "L01" GROUP "LATERAL SYSTEM" AREA "W281" "L04" GROUP "LATERAL SYSTEM" AREA "W245" "L04" GROUP "LATERAL SYSTEM" AREA "W187" "L02" GROUP "LATERAL SYSTEM" AREA "W39" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W168" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W104" "UPPER ROOF" GROUP "LATERAL SYSTEM" AREA "W282" "L04" GROUP "LATERAL SYSTEM" AREA "W283" "L04" GROUP "LATERAL SYSTEM" AREA "W157" "L01" GROUP "LATERAL SYSTEM" AREA "W229" "L02" GROUP "LATERAL SYSTEM" AREA "W231" "L02" GROUP "LATERAL SYSTEM" AREA "W244" "L02" GROUP "LATERAL SYSTEM" AREA "W132" "L01" GROUP "LATERAL SYSTEM" AREA "W120" "L01" GROUP "LATERAL SYSTEM" AREA "W236" "L04" GROUP "LATERAL SYSTEM" AREA "W239" "L04" GROUP "LATERAL SYSTEM" AREA "W246" "L04" GROUP "LATERAL SYSTEM" AREA "W46" "L15" GROUP "LATERAL SYSTEM" AREA "W216" "L15" GROUP "LATERAL SYSTEM" AREA "W106" "L15" GROUP "LATERAL SYSTEM" AREA "W39" "L07" GROUP "LATERAL SYSTEM" AREA "W126" "ROOF" GROUP "LATERAL SYSTEM" AREA "W154" "ROOF" GROUP "LATERAL SYSTEM" AREA "W29" "ROOF" GROUP "LATERAL SYSTEM" AREA "W31" "ROOF" GROUP "LATERAL SYSTEM" AREA "W32" "ROOF" GROUP "LATERAL SYSTEM" AREA "W67" "ROOF" GROUP "LATERAL SYSTEM" AREA "W129" "ROOF" GROUP "LATERAL SYSTEM" AREA "W137" "ROOF" GROUP "LATERAL SYSTEM" AREA "W143" "ROOF" GROUP "LATERAL SYSTEM" AREA "W284" "ROOF" GROUP "LATERAL SYSTEM" AREA "W285" "ROOF" GROUP "LATERAL SYSTEM" AREA "W286" "ROOF" GROUP "LATERAL SYSTEM" AREA "W287" "ROOF" GROUP "LATERAL SYSTEM" AREA "W288" "ROOF" GROUP "LATERAL SYSTEM" AREA "W289" "ROOF" GROUP "LATERAL SYSTEM" AREA "W91" "L04" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 193 GROUP "LATERAL SYSTEM" AREA "W138" "L02" GROUP "LATERAL SYSTEM" AREA "W223" "L04" GROUP "LATERAL SYSTEM" AREA "W225" "L02" GROUP "LATERAL SYSTEM" AREA "W290" "L01" GROUP "LATERAL SYSTEM" AREA "W233" "L01" GROUP "LATERAL SYSTEM" AREA "W41" "L06+" GROUP "LATERAL SYSTEM" AREA "W148" "L06" GROUP "LATERAL SYSTEM" AREA "W148" "L05" GROUP "LATERAL SYSTEM" AREA "W39" "L06+" GROUP "LATERAL SYSTEM" AREA "W34" "L06" GROUP "LATERAL SYSTEM" AREA "W34" "L05" GROUP "LATERAL SYSTEM" AREA "W34" "L04" GROUP "LATERAL SYSTEM" AREA "W148" "L04" GROUP "LATERAL SYSTEM" AREA "W40" "L04" GROUP "LATERAL SYSTEM" AREA "W151" "L04" GROUP "LATERAL SYSTEM" AREA "W34" "L03" GROUP "LATERAL SYSTEM" AREA "W148" "L03" GROUP "LATERAL SYSTEM" AREA "W40" "L03" GROUP "LATERAL SYSTEM" AREA "W151" "L03" GROUP "LATERAL SYSTEM" AREA "W113" "L02" GROUP "LATERAL SYSTEM" AREA "W155" "L02" GROUP "LATERAL SYSTEM" AREA "W136" "L02" GROUP "LATERAL SYSTEM" AREA "W156" "L02" GROUP "LATERAL SYSTEM" AREA "W39" "L01" GROUP "LATERAL SYSTEM" AREA "W158" "L01" GROUP "LATERAL SYSTEM" AREA "W291" "L01" GROUP "LATERAL SYSTEM" AREA "W292" "L01" GROUP "LATERAL SYSTEM" AREA "W293" "L01" GROUP "LATERAL SYSTEM" AREA "W294" "L01" GROUP "LATERAL SYSTEM" AREA "W295" "L01" GROUP "LATERAL SYSTEM" AREA "W38" "L01" GROUP "LATERAL SYSTEM" AREA "W73" "L01" GROUP "LATERAL SYSTEM" AREA "W79" "L01" GROUP "LATERAL SYSTEM" AREA "W84" "L01" GROUP "LATERAL SYSTEM" AREA "W125" "L01" GROUP "LATERAL SYSTEM" AREA "W296" "L04" GROUP "LATERAL SYSTEM" AREA "W107" "L04" GROUP "LATERAL SYSTEM" AREA "W128" "L04" GROUP "LATERAL SYSTEM" AREA "W135" "L04" GROUP "LATERAL SYSTEM" AREA "W297" "L05" GROUP "LATERAL SYSTEM" AREA "W218" "L05" GROUP "LATERAL SYSTEM" AREA "W299" "L05" GROUP "LATERAL SYSTEM" AREA "W301" "L05" GROUP "LATERAL SYSTEM" AREA "W302" "L05" GROUP "LATERAL SYSTEM" AREA "W256" "L02" GROUP "LATERAL SYSTEM" AREA "W303" "L02" GROUP "LATERAL SYSTEM" AREA "W304" "L02" GROUP "LATERAL SYSTEM" AREA "W305" "L04" GROUP "LATERAL SYSTEM" AREA "W264" "L04" GROUP "LATERAL SYSTEM" AREA "W265" "L04" GROUP "LATERAL SYSTEM" AREA "W306" "L01" GROUP "LATERAL SYSTEM" AREA "W261" "L01" GROUP "LATERAL SYSTEM" AREA "W262" "L01" GROUP "LATERAL SYSTEM" AREA "W307" "L02" GROUP "LATERAL SYSTEM" AREA "W308" "L02" GROUP "LATERAL SYSTEM" AREA "W169" "L07" GROUP "LATERAL SYSTEM" AREA "W170" "L07" GROUP "LATERAL SYSTEM" AREA "W171" "L07" GROUP "LATERAL SYSTEM" AREA "W172" "L07" GROUP "LATERAL SYSTEM" AREA "W173" "L07" GROUP "LATERAL SYSTEM" AREA "W174" "L07" GROUP "LATERAL SYSTEM" AREA "W309" "L07" GROUP "LATERAL SYSTEM" AREA "W310" "L07" GROUP "LATERAL SYSTEM" AREA "W36" "ROOF" GROUP "LATERAL SYSTEM" AREA "W22" "L15" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 194 GROUP "LATERAL SYSTEM" AREA "W47" "L15" GROUP "LATERAL SYSTEM" AREA "W64" "L15" GROUP "LATERAL SYSTEM" AREA "W68" "L15" GROUP "LATERAL SYSTEM" AREA "W72" "L15" GROUP "LATERAL SYSTEM" AREA "W81" "L15" GROUP "LATERAL SYSTEM" AREA "W82" "L15" GROUP "LATERAL SYSTEM" AREA "W83" "L15" GROUP "LATERAL SYSTEM" AREA "W86" "L15" GROUP "LATERAL SYSTEM" AREA "W311" "ROOF" GROUP "LATERAL SYSTEM" AREA "W312" "ROOF" GROUP "LATERAL SYSTEM" AREA "W78" "ROOF" GROUP "LATERAL SYSTEM" AREA "W88" "ROOF" GROUP "LATERAL SYSTEM" AREA "W93" "ROOF" GROUP "LATERAL SYSTEM" AREA "W96" "ROOF" GROUP "LATERAL SYSTEM" AREA "W108" "ROOF" GROUP "LATERAL SYSTEM" AREA "W110" "ROOF" GROUP "LATERAL SYSTEM" AREA "W118" "ROOF" GROUP "LATERAL SYSTEM" AREA "W123" "ROOF" GROUP "LATERAL SYSTEM" AREA "W124" "ROOF" GROUP "LATERAL SYSTEM" AREA "W130" "ROOF" GROUP "LATERAL SYSTEM" AREA "W91" "L03" GROUP "LATERAL SYSTEM" AREA "W142" "L03" GROUP "LATERAL SYSTEM" AREA "W223" "L03" GROUP "LATERAL SYSTEM" AREA "W144" "L03" GROUP "LATERAL SYSTEM" AREA "W245" "L03" GROUP "LATERAL SYSTEM" AREA "W175" "L03" GROUP "LATERAL SYSTEM" AREA "W246" "L03" GROUP "LATERAL SYSTEM" AREA "W178" "L03" GROUP "LATERAL SYSTEM" AREA "W239" "L03" GROUP "LATERAL SYSTEM" AREA "W179" "L03" GROUP "LATERAL SYSTEM" AREA "W236" "L03" GROUP "LATERAL SYSTEM" AREA "W180" "L03" GROUP "LATERAL SYSTEM" AREA "W281" "L03" GROUP "LATERAL SYSTEM" AREA "W313" "L03" GROUP "LATERAL SYSTEM" AREA "W314" "L03" GROUP "LATERAL SYSTEM" AREA "W315" "L03" GROUP "LATERAL SYSTEM" AREA "W316" "L03" GROUP "LATERAL SYSTEM" AREA "W317" "L03" GROUP "LATERAL SYSTEM" AREA "W318" "L03" GROUP "LATERAL SYSTEM" AREA "W319" "L03" GROUP "LATERAL SYSTEM" AREA "W305" "L03" GROUP "LATERAL SYSTEM" AREA "W320" "L03" GROUP "LATERAL SYSTEM" AREA "W264" "L03" GROUP "LATERAL SYSTEM" AREA "W195" "L03" GROUP "LATERAL SYSTEM" AREA "W265" "L03" GROUP "LATERAL SYSTEM" AREA "W196" "L03" GROUP "LATERAL SYSTEM" AREA "W107" "L03" GROUP "LATERAL SYSTEM" AREA "W197" "L03" GROUP "LATERAL SYSTEM" AREA "W128" "L03" GROUP "LATERAL SYSTEM" AREA "W135" "L03" GROUP "LATERAL SYSTEM" AREA "W136" "L05" GROUP "LATERAL SYSTEM" AREA "W198" "L05" GROUP "LATERAL SYSTEM" AREA "W199" "L05" GROUP "LATERAL SYSTEM" AREA "W200" "L05" GROUP "LATERAL SYSTEM" AREA "W321" "L02" GROUP "LATERAL SYSTEM" AREA "W322" "L02" GROUP "LATERAL SYSTEM" AREA "W323" "L02" GROUP "LATERAL SYSTEM" AREA "W324" "L02" GROUP "LATERAL SYSTEM" AREA "W325" "L02" GROUP "LATERAL SYSTEM" AREA "W326" "L02" GROUP "LATERAL SYSTEM" AREA "W140" "L06" GROUP "LATERAL SYSTEM" AREA "W8" "L06+" GROUP "LATERAL SYSTEM" AREA "W131" "L06+" GROUP "LATERAL SYSTEM" AREA "W127" "L06+" GROUP "LATERAL SYSTEM" AREA "W8" "L07" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 195 GROUP "LATERAL SYSTEM" AREA "W131" "L07" GROUP "LATERAL SYSTEM" AREA "W127" "L07" GROUP "LATERAL SYSTEM" AREA "W298" "L06" GROUP "LATERAL SYSTEM" AREA "W217" "L06" GROUP "LATERAL SYSTEM" AREA "W299" "L06" GROUP "LATERAL SYSTEM" AREA "W300" "L06" GROUP "LATERAL SYSTEM" AREA "W199" "L06" GROUP "LATERAL SYSTEM" AREA "W200" "L06" GROUP "LATERAL SYSTEM" AREA "W2" "L05" GROUP "LATERAL SYSTEM" AREA "W283" "L05" GROUP "LATERAL SYSTEM" AREA "W301" "L06" GROUP "LATERAL SYSTEM" AREA "W302" "L06" GROUP "LATERAL SYSTEM" AREA "W136" "L06" GROUP "LATERAL SYSTEM" AREA "W198" "L06" GROUP "LATERAL SYSTEM" AREA "W35" "L02" GROUP "LATERAL SYSTEM" AREA "W140" "L02" GROUP "LATERAL SYSTEM" AREA "W217" "L02" GROUP "LATERAL SYSTEM" AREA "W37" "L02" GROUP "LATERAL SYSTEM" AREA "W42" "L02" GROUP "LATERAL SYSTEM" AREA "W218" "L02" GROUP "LATERAL SYSTEM" AREA "W297" "L06" GROUP "LATERAL SYSTEM" AREA "W42" "L06" GROUP "LATERAL SYSTEM" AREA "W218" "L06" GROUP "LATERAL SYSTEM" AREA "W296" "L05" GROUP "LATERAL SYSTEM" AREA "W197" "L05" GROUP "LATERAL SYSTEM" AREA "W135" "L05" GROUP "LATERAL SYSTEM" AREA "W17" "L05" GROUP "LATERAL SYSTEM" AREA "W30" "L05" GROUP "LATERAL SYSTEM" AREA "W19" "L05" GROUP "Dummy Beam" GROUP "Dummy Beam" LINE "B2" "L02" GROUP "Dummy Beam" LINE "B3" "L02" GROUP "Dummy Beam" LINE "B5" "L02" GROUP "Dummy Beam" LINE "B2" "L03" GROUP "Dummy Beam" LINE "B3" "L03" GROUP "Dummy Beam" LINE "B5" "L03" GROUP "Dummy Beam" LINE "B2" "L04" GROUP "Dummy Beam" LINE "B3" "L04" GROUP "Dummy Beam" LINE "B5" "L04" GROUP "Dummy Beam" LINE "B2" "L05" GROUP "Dummy Beam" LINE "B3" "L05" GROUP "Dummy Beam" LINE "B5" "L05" GROUP "Dummy Beam" LINE "B66" "L06" GROUP "Dummy Beam" LINE "B8" "L06" GROUP "Dummy Beam" LINE "B5" "L06" GROUP "Dummy Beam" LINE "B10" "L06" GROUP "Dummy Beam" LINE "B15" "L06" GROUP "Dummy Beam" LINE "B12" "L06+" GROUP "Dummy Beam" LINE "B2" "L06+" GROUP "Dummy Beam" LINE "B3" "L06+" GROUP "Dummy Beam" LINE "B15" "L06+" GROUP "Dummy Beam" LINE "B16" "L06+" GROUP "Dummy Beam" LINE "B55" "L07" GROUP "Dummy Beam" LINE "B73" "L07" GROUP "Dummy Beam" LINE "B43" "L08" GROUP "Dummy Beam" LINE "B23" "L08" GROUP "Dummy Beam" LINE "B24" "L08" GROUP "Dummy Beam" LINE "B49" "L08" GROUP "Dummy Beam" LINE "B28" "L08" GROUP "Dummy Beam" LINE "B50" "L08" GROUP "Dummy Beam" LINE "B43" "L15" GROUP "Dummy Beam" LINE "B23" "L15" GROUP "Dummy Beam" LINE "B24" "L15" GROUP "Dummy Beam" LINE "B29" "L15" GROUP "Dummy Beam" LINE "B30" "L15" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 196 GROUP "Dummy Beam" LINE "B100" "L08" GROUP "Dummy Beam" LINE "B103" "L08" GROUP "Dummy Beam" LINE "B34" "L08" GROUP "Dummy Beam" LINE "B114" "L08" GROUP "Dummy Beam" LINE "B115" "L08" GROUP "Dummy Beam" LINE "B37" "L08" GROUP "Dummy Beam" LINE "B38" "L08" GROUP "Dummy Beam" LINE "B39" "L08" GROUP "Dummy Beam" LINE "B40" "L08" GROUP "Dummy Beam" LINE "B41" "L08" GROUP "Dummy Beam" LINE "B43" "L14" GROUP "Dummy Beam" LINE "B23" "L14" GROUP "Dummy Beam" LINE "B24" "L14" GROUP "Dummy Beam" LINE "B49" "L14" GROUP "Dummy Beam" LINE "B28" "L14" GROUP "Dummy Beam" LINE "B50" "L14" GROUP "Dummy Beam" LINE "B100" "L14" GROUP "Dummy Beam" LINE "B103" "L14" GROUP "Dummy Beam" LINE "B34" "L14" GROUP "Dummy Beam" LINE "B114" "L14" GROUP "Dummy Beam" LINE "B115" "L14" GROUP "Dummy Beam" LINE "B37" "L14" GROUP "Dummy Beam" LINE "B38" "L14" GROUP "Dummy Beam" LINE "B39" "L14" GROUP "Dummy Beam" LINE "B40" "L14" GROUP "Dummy Beam" LINE "B41" "L14" GROUP "Dummy Beam" LINE "B43" "L13" GROUP "Dummy Beam" LINE "B23" "L13" GROUP "Dummy Beam" LINE "B24" "L13" GROUP "Dummy Beam" LINE "B49" "L13" GROUP "Dummy Beam" LINE "B28" "L13" GROUP "Dummy Beam" LINE "B50" "L13" GROUP "Dummy Beam" LINE "B100" "L13" GROUP "Dummy Beam" LINE "B103" "L13" GROUP "Dummy Beam" LINE "B34" "L13" GROUP "Dummy Beam" LINE "B114" "L13" GROUP "Dummy Beam" LINE "B115" "L13" GROUP "Dummy Beam" LINE "B37" "L13" GROUP "Dummy Beam" LINE "B38" "L13" GROUP "Dummy Beam" LINE "B39" "L13" GROUP "Dummy Beam" LINE "B40" "L13" GROUP "Dummy Beam" LINE "B41" "L13" GROUP "Dummy Beam" LINE "B43" "L12" GROUP "Dummy Beam" LINE "B23" "L12" GROUP "Dummy Beam" LINE "B24" "L12" GROUP "Dummy Beam" LINE "B49" "L12" GROUP "Dummy Beam" LINE "B28" "L12" GROUP "Dummy Beam" LINE "B50" "L12" GROUP "Dummy Beam" LINE "B100" "L12" GROUP "Dummy Beam" LINE "B103" "L12" GROUP "Dummy Beam" LINE "B34" "L12" GROUP "Dummy Beam" LINE "B114" "L12" GROUP "Dummy Beam" LINE "B115" "L12" GROUP "Dummy Beam" LINE "B37" "L12" GROUP "Dummy Beam" LINE "B38" "L12" GROUP "Dummy Beam" LINE "B39" "L12" GROUP "Dummy Beam" LINE "B40" "L12" GROUP "Dummy Beam" LINE "B41" "L12" GROUP "Dummy Beam" LINE "B43" "L11" GROUP "Dummy Beam" LINE "B23" "L11" GROUP "Dummy Beam" LINE "B24" "L11" GROUP "Dummy Beam" LINE "B49" "L11" GROUP "Dummy Beam" LINE "B28" "L11" GROUP "Dummy Beam" LINE "B50" "L11" GROUP "Dummy Beam" LINE "B100" "L11" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 197 GROUP "Dummy Beam" LINE "B103" "L11" GROUP "Dummy Beam" LINE "B34" "L11" GROUP "Dummy Beam" LINE "B114" "L11" GROUP "Dummy Beam" LINE "B115" "L11" GROUP "Dummy Beam" LINE "B37" "L11" GROUP "Dummy Beam" LINE "B38" "L11" GROUP "Dummy Beam" LINE "B39" "L11" GROUP "Dummy Beam" LINE "B40" "L11" GROUP "Dummy Beam" LINE "B41" "L11" GROUP "Dummy Beam" LINE "B43" "L10" GROUP "Dummy Beam" LINE "B23" "L10" GROUP "Dummy Beam" LINE "B24" "L10" GROUP "Dummy Beam" LINE "B49" "L10" GROUP "Dummy Beam" LINE "B28" "L10" GROUP "Dummy Beam" LINE "B50" "L10" GROUP "Dummy Beam" LINE "B100" "L10" GROUP "Dummy Beam" LINE "B103" "L10" GROUP "Dummy Beam" LINE "B34" "L10" GROUP "Dummy Beam" LINE "B114" "L10" GROUP "Dummy Beam" LINE "B115" "L10" GROUP "Dummy Beam" LINE "B37" "L10" GROUP "Dummy Beam" LINE "B38" "L10" GROUP "Dummy Beam" LINE "B39" "L10" GROUP "Dummy Beam" LINE "B40" "L10" GROUP "Dummy Beam" LINE "B41" "L10" GROUP "Dummy Beam" LINE "B43" "L09" GROUP "Dummy Beam" LINE "B23" "L09" GROUP "Dummy Beam" LINE "B24" "L09" GROUP "Dummy Beam" LINE "B49" "L09" GROUP "Dummy Beam" LINE "B28" "L09" GROUP "Dummy Beam" LINE "B50" "L09" GROUP "Dummy Beam" LINE "B100" "L09" GROUP "Dummy Beam" LINE "B103" "L09" GROUP "Dummy Beam" LINE "B34" "L09" GROUP "Dummy Beam" LINE "B114" "L09" GROUP "Dummy Beam" LINE "B115" "L09" GROUP "Dummy Beam" LINE "B37" "L09" GROUP "Dummy Beam" LINE "B38" "L09" GROUP "Dummy Beam" LINE "B39" "L09" GROUP "Dummy Beam" LINE "B40" "L09" GROUP "Dummy Beam" LINE "B41" "L09" GROUP "Dummy Beam" LINE "B39" "L15" GROUP "Dummy Beam" LINE "B100" "L15" GROUP "Dummy Beam" LINE "B103" "L15" GROUP "Dummy Beam" LINE "B34" "L15" GROUP "Dummy Beam" LINE "B114" "L15" GROUP "Dummy Beam" LINE "B11" "L15" GROUP "Dummy Beam" LINE "B193" "L06+" GROUP "Dummy Beam" LINE "B14" "L08" GROUP "Dummy Beam" LINE "B47" "L08" GROUP "Dummy Beam" LINE "B48" "L08" GROUP "Dummy Beam" LINE "B14" "L09" GROUP "Dummy Beam" LINE "B47" "L09" GROUP "Dummy Beam" LINE "B48" "L09" GROUP "Dummy Beam" LINE "B14" "L10" GROUP "Dummy Beam" LINE "B47" "L10" GROUP "Dummy Beam" LINE "B48" "L10" GROUP "Dummy Beam" LINE "B14" "L11" GROUP "Dummy Beam" LINE "B47" "L11" GROUP "Dummy Beam" LINE "B48" "L11" GROUP "Dummy Beam" LINE "B14" "L12" GROUP "Dummy Beam" LINE "B47" "L12" GROUP "Dummy Beam" LINE "B48" "L12" GROUP "Dummy Beam" LINE "B14" "L13" GROUP "Dummy Beam" LINE "B47" "L13" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 198 GROUP "Dummy Beam" LINE "B48" "L13" GROUP "Dummy Beam" LINE "B14" "L14" GROUP "Dummy Beam" LINE "B47" "L14" GROUP "Dummy Beam" LINE "B48" "L14" GROUP "Dummy Beam" LINE "B14" "L15" GROUP "Dummy Beam" LINE "B47" "L15" GROUP "Dummy Beam" LINE "B48" "L15" GROUP "Dummy Beam" LINE "B31" "L13" GROUP "Dummy Beam" LINE "B31" "L14" GROUP "Dummy Beam" LINE "B61" "ROOF" GROUP "Dummy Beam" LINE "B56" "ROOF" GROUP "Dummy Beam" LINE "B57" "ROOF" GROUP "Dummy Beam" LINE "B58" "ROOF" GROUP "Dummy Beam" LINE "B59" "ROOF" GROUP "Dummy Beam" LINE "B54" "ROOF" GROUP "Dummy Beam" LINE "B99" "ROOF" GROUP "Dummy Beam" LINE "B104" "ROOF" GROUP "Dummy Beam" LINE "B195" "ROOF" GROUP "Dummy Beam" LINE "B65" "ROOF" GROUP "Dummy Beam" LINE "B31" "L12" GROUP "Dummy Beam" LINE "B31" "L11" GROUP "Dummy Beam" LINE "B31" "L10" GROUP "Dummy Beam" LINE "B31" "L09" GROUP "Dummy Beam" LINE "B31" "L08" GROUP "Dummy Beam" LINE "B7" "L02" GROUP "Dummy Beam" LINE "B67" "L02" GROUP "Dummy Beam" LINE "B93" "L02" GROUP "Dummy Beam" LINE "B62" "L07" GROUP "Dummy Beam" LINE "B31" "L07" GROUP "Dummy Beam" LINE "B70" "L07" GROUP "Dummy Beam" LINE "B71" "L07" GROUP "Dummy Beam" LINE "B82" "L07" GROUP "Dummy Beam" LINE "B83" "L07" GROUP "Dummy Beam" LINE "B84" "L07" GROUP "Dummy Beam" LINE "B21" "L15" GROUP "Dummy Beam" LINE "B17" "L02" GROUP "Dummy Beam" LINE "B19" "L15" GROUP "Dummy Beam" LINE "B122" "L07" GROUP "Dummy Beam" LINE "B123" "L07" GROUP "Dummy Beam" LINE "B124" "L07" GROUP "Dummy Beam" LINE "B125" "L07" GROUP "Dummy Beam" LINE "B126" "L07" GROUP "Dummy Beam" LINE "B127" "L07" GROUP "Dummy Beam" LINE "B128" "L07" GROUP "Dummy Beam" LINE "B129" "L07" GROUP "Dummy Beam" LINE "B130" "L07" GROUP "Dummy Beam" LINE "B131" "L07" GROUP "Dummy Beam" LINE "B132" "L07" GROUP "Dummy Beam" LINE "B133" "L07" GROUP "Dummy Beam" LINE "B134" "L07" GROUP "Dummy Beam" LINE "B135" "L07" GROUP "Dummy Beam" LINE "B136" "L07" GROUP "Dummy Beam" LINE "B137" "L07" GROUP "Dummy Beam" LINE "B138" "L07" GROUP "Dummy Beam" LINE "B139" "L07" GROUP "Dummy Beam" LINE "B140" "L07" GROUP "Dummy Beam" LINE "B141" "L07" GROUP "Dummy Beam" LINE "B142" "L07" GROUP "Dummy Beam" LINE "B143" "L07" GROUP "Dummy Beam" LINE "B144" "L07" GROUP "Dummy Beam" LINE "B145" "L07" GROUP "Dummy Beam" LINE "B197" "L07" GROUP "Dummy Beam" LINE "B147" "L07" GROUP "Dummy Beam" LINE "B148" "L07" GROUP "Dummy Beam" LINE "B149" "L07" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 199 GROUP "Dummy Beam" LINE "B150" "L07" GROUP "Dummy Beam" LINE "B151" "L07" GROUP "Dummy Beam" LINE "B152" "L07" GROUP "Dummy Beam" LINE "B153" "L07" GROUP "Dummy Beam" LINE "B154" "L07" GROUP "Dummy Beam" LINE "B155" "L07" GROUP "Dummy Beam" LINE "B156" "L07" GROUP "Dummy Beam" LINE "B157" "L07" GROUP "Dummy Beam" LINE "B158" "L07" GROUP "Dummy Beam" LINE "B160" "L07" GROUP "Dummy Beam" LINE "B159" "L06+" GROUP "Dummy Beam" LINE "B161" "L06+" GROUP "Dummy Beam" LINE "B162" "L06+" GROUP "Dummy Beam" LINE "B163" "L06+" GROUP "Dummy Beam" LINE "B170" "L06+" GROUP "Dummy Beam" LINE "B165" "L06+" GROUP "Dummy Beam" LINE "B119" "L06+" GROUP "Dummy Beam" LINE "B44" "L06+" GROUP "Dummy Beam" LINE "B180" "L06+" GROUP "Dummy Beam" LINE "B180" "L05" GROUP "Dummy Beam" LINE "B172" "L03" GROUP "Dummy Beam" LINE "B173" "L03" GROUP "Dummy Beam" LINE "B180" "L04" GROUP "Dummy Beam" LINE "B172" "L02" GROUP "Dummy Beam" LINE "B173" "L02" GROUP "Dummy Beam" LINE "B1" "L01" GROUP "Dummy Beam" LINE "B13" "L01" GROUP "Dummy Beam" LINE "B176" "L01" GROUP "Dummy Beam" LINE "B177" "L01" GROUP "Dummy Beam" LINE "B178" "L01" GROUP "Dummy Beam" LINE "B4" "L03" GROUP "Dummy Beam" LINE "B179" "L03" GROUP "Dummy Beam" LINE "B4" "L02" GROUP "Dummy Beam" LINE "B179" "L02" GROUP "Dummy Beam" LINE "B4" "L04" GROUP "Dummy Beam" LINE "B179" "L04" GROUP "Dummy Beam" LINE "B4" "L05" GROUP "Dummy Beam" LINE "B179" "L05" GROUP "Dummy Beam" LINE "B4" "L06+" GROUP "Dummy Beam" LINE "B181" "L06+" GROUP "Dummy Beam" LINE "B98" "L07" GROUP "Dummy Beam" LINE "B175" "L03" GROUP "Dummy Beam" LINE "B175" "L04" GROUP "Dummy Beam" LINE "B175" "L05" GROUP "Dummy Beam" LINE "B182" "L06" GROUP "Dummy Beam" LINE "B175" "L06" GROUP "Dummy Beam" LINE "B183" "L03" GROUP "Dummy Beam" LINE "B184" "L03" GROUP "Dummy Beam" LINE "B183" "L04" GROUP "Dummy Beam" LINE "B184" "L04" GROUP "Dummy Beam" LINE "B183" "L05" GROUP "Dummy Beam" LINE "B184" "L05" GROUP "Dummy Beam" LINE "B183" "L02" GROUP "Dummy Beam" LINE "B185" "L02" GROUP "Dummy Beam" LINE "B186" "L02" GROUP "Dummy Beam" LINE "B187" "L02" GROUP "Dummy Beam" LINE "B186" "L03" GROUP "Dummy Beam" LINE "B187" "L03" GROUP "Dummy Beam" LINE "B186" "L04" GROUP "Dummy Beam" LINE "B187" "L04" GROUP "Dummy Beam" LINE "B186" "L05" GROUP "Dummy Beam" LINE "B187" "L05" GROUP "Dummy Beam" LINE "B186" "L06+" GROUP "Dummy Beam" LINE "B187" "L06+" GROUP "Dummy Beam" LINE "B18" "L07" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 200 GROUP "Dummy Beam" LINE "B25" "L07" GROUP "Dummy Beam" LINE "B51" "L07" GROUP "Dummy Beam" LINE "B88" "L07" GROUP "Dummy Beam" LINE "B89" "L07" GROUP "Dummy Beam" LINE "B90" "L07" GROUP "SAFE_PointLoad" GROUP "SAFE_PointLoad" POINT "19" "Base" GROUP "SAFE_PointLoad" POINT "20" "Base" GROUP "SAFE_PointLoad" POINT "70" "Base" GROUP "SAFE_PointLoad" POINT "73" "Base" GROUP "SAFE_PointLoad" POINT "108" "Base" GROUP "SAFE_PointLoad" POINT "127" "Base" GROUP "SAFE_PointLoad" POINT "135" "Base" GROUP "SAFE_PointLoad" POINT "139" "Base" GROUP "SAFE_PointLoad" POINT "102" "Base" GROUP "SAFE_PointLoad" POINT "103" "Base" GROUP "SAFE_PointLoad" POINT "104" "Base" GROUP "SAFE_PointLoad" POINT "6" "Base" GROUP "SAFE_PointLoad" POINT "13" "Base" GROUP "SAFE_PointLoad" POINT "15" "Base" GROUP "SAFE_PointLoad" POINT "14" "Base" GROUP "SAFE_PointLoad" POINT "17" "Base" GROUP "SAFE_PointLoad" POINT "21" "Base" GROUP "SAFE_PointLoad" POINT "22" "Base" GROUP "SAFE_PointLoad" POINT "77" "Base" GROUP "SAFE_PointLoad" POINT "78" "Base" GROUP "SAFE_PointLoad" POINT "79" "Base" GROUP "SAFE_PointLoad" POINT "82" "Base" GROUP "SAFE_PointLoad" POINT "83" "Base" GROUP "SAFE_PointLoad" POINT "84" "Base" GROUP "SAFE_PointLoad" POINT "89" "Base" GROUP "SAFE_PointLoad" POINT "90" "Base" GROUP "SAFE_PointLoad" POINT "91" "Base" GROUP "SAFE_PointLoad" POINT "92" "Base" GROUP "SAFE_PointLoad" POINT "93" "Base" GROUP "SAFE_PointLoad" POINT "94" "Base" GROUP "SAFE_PointLoad" POINT "95" "Base" GROUP "SAFE_PointLoad" POINT "96" "Base" GROUP "SAFE_PointLoad" POINT "97" "Base" GROUP "SAFE_PointLoad" POINT "98" "Base" GROUP "SAFE_PointLoad" POINT "105" "Base" GROUP "SAFE_PointLoad" POINT "106" "Base" GROUP "SAFE_PointLoad" POINT "107" "Base" GROUP "SAFE_PointLoad" POINT "109" "Base" GROUP "SAFE_PointLoad" POINT "111" "Base" GROUP "SAFE_PointLoad" POINT "112" "Base" GROUP "SAFE_PointLoad" POINT "113" "Base" GROUP "SAFE_PointLoad" POINT "114" "Base" GROUP "SAFE_PointLoad" POINT "115" "Base" GROUP "SAFE_PointLoad" POINT "116" "Base" GROUP "SAFE_PointLoad" POINT "118" "Base" GROUP "SAFE_PointLoad" POINT "119" "Base" GROUP "SAFE_PointLoad" POINT "120" "Base" GROUP "SAFE_PointLoad" POINT "121" "Base" GROUP "SAFE_PointLoad" POINT "122" "Base" GROUP "SAFE_PointLoad" POINT "123" "Base" GROUP "SAFE_PointLoad" POINT "124" "Base" GROUP "SAFE_PointLoad" POINT "125" "Base" GROUP "SAFE_PointLoad" POINT "126" "Base" GROUP "SAFE_PointLoad" POINT "128" "Base" GROUP "SAFE_PointLoad" POINT "130" "Base" GROUP "SAFE_PointLoad" POINT "131" "Base" GROUP "SAFE_PointLoad" POINT "132" "Base" GROUP "SAFE_PointLoad" POINT "133" "Base" GROUP "SAFE_PointLoad" POINT "134" "Base" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 201 GROUP "SAFE_PointLoad" POINT "136" "Base" GROUP "SAFE_PointLoad" POINT "137" "Base" GROUP "SAFE_PointLoad" POINT "138" "Base" GROUP "SAFE_PointLoad" POINT "140" "Base" GROUP "SAFE_PointLoad" POINT "141" "Base" GROUP "SAFE_PointLoad" POINT "142" "Base" GROUP "SAFE_PointLoad" POINT "87" "Base" $ POINT ASSIGNS POINTASSIGN "19" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "19" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "20" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "20" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "70" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "73" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "108" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "108" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "127" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "127" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "135" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "139" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "139" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "135" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "70" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "19" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "19" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "19" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "19" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "19" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "20" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "20" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "20" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "20" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "20" "L06" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 202 POINTASSIGN "108" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "139" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "20" "L06+" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "104" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "103" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "104" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "102" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "104" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "104" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "104" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "104" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "104" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "254" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "253" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "400" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "398" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "416" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "420" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "195" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "235" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "515" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "514" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "47" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "370" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "607" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "443" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "436" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "392" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "438" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "102" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "13" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "14" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "14" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "17" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "17" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "21" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "21" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "22" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "77" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "78" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "Base" RESTRAINT "UX UY UZ" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 203 POINTASSIGN "79" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "79" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "82" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "82" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "83" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "83" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "84" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "84" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "89" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "90" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "90" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "91" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "92" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "93" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "94" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "95" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "93" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "94" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "95" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "96" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "97" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "98" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "96" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "97" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "98" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "105" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "106" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "107" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "107" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "109" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "109" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "111" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "112" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "112" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "113" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "113" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "114" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "114" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "115" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "115" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "116" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "116" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "118" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "118" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "119" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "119" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "120" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "120" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "121" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "121" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "122" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "122" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "123" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "123" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "124" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "124" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "125" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "125" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "126" "L01" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 204 POINTASSIGN "126" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "128" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "128" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "130" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "130" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "131" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "132" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "133" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "134" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "136" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "137" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "138" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "140" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "141" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "142" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "142" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "6" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L13" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 205 POINTASSIGN "89" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L07" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 206 POINTASSIGN "137" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "124" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "124" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "124" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "124" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "125" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "125" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "125" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "125" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L10" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 207 POINTASSIGN "136" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "L12" 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POINTASSIGN "97" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "96" "L15" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 208 POINTASSIGN "97" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "96" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "97" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "96" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "97" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "96" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "97" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "96" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "97" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "98" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "98" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "98" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "98" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "98" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "93" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "93" "L03" 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INCLUDEINANALYSISMESH "Yes" POINTASSIGN "112" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "112" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "112" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "112" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "112" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "112" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L05" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 209 POINTASSIGN "92" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L14" 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POINTASSIGN "78" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L12" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L05" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 210 POINTASSIGN "15" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L14" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "L13" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "L12" 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POINTASSIGN "120" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "115" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "115" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "115" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "115" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "116" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "116" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "116" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "116" "L05" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 211 POINTASSIGN "116" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "113" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "113" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "113" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "113" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "114" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "114" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "114" "L04" INCLUDEINANALYSISMESH "Yes" 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INCLUDEINANALYSISMESH "Yes" POINTASSIGN "82" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "82" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "17" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "17" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "17" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "17" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "17" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "107" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "124" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "125" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "122" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "123" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "176" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "25" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "30" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "115" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "113" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "118" "L06+" 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Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 212 POINTASSIGN "25" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "66" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "30" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "64" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "9" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "5" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "56" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "86" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "85" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "81" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "80" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "76" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "75" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "74" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "72" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "71" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "69" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "55" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "54" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "52" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "49" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "45" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "34" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "32" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "31" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "10" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "4" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "3" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "2" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "1" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "19" "L06+" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "121" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "106" "L15" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "77" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "89" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "91" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "111" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "131" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "133" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "102" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "103" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "96" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "97" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "93" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "94" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "112" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "90" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "78" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "14" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "15" "ROOF" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "629" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "307" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "631" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "630" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "345" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "357" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "404" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "200" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "8" "Base" RESTRAINT "UX UY UZ" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 213 POINTASSIGN "478" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "243" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "593" "L06+" USERJOINT "Yes" POINTASSIGN "597" "L06+" USERJOINT "Yes" POINTASSIGN "495" "L06+" USERJOINT "Yes" POINTASSIGN "11" "L06+" USERJOINT "Yes" POINTASSIGN "16" "L06+" USERJOINT "Yes" POINTASSIGN "23" "L06+" USERJOINT "Yes" POINTASSIGN "36" "L06+" USERJOINT "Yes" POINTASSIGN "40" "L06+" USERJOINT "Yes" POINTASSIGN "58" "L06+" USERJOINT "Yes" POINTASSIGN "61" "L06+" USERJOINT "Yes" POINTASSIGN "149" "L06+" USERJOINT "Yes" POINTASSIGN "193" "L06+" USERJOINT "Yes" POINTASSIGN "113" "L07" USERJOINT "Yes" POINTASSIGN "115" "L07" USERJOINT "Yes" $ LINE ASSIGNS LINEASSIGN "B20" "L08" SECTION "LB_28x42_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B86" "L08" SECTION "LB_28x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX3" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B85" "L08" SECTION "LB_28x42_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B20" "L09" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B86" "L09" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX3" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B85" "L09" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B20" "L14" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B86" "L14" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX3" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B85" "L14" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B20" "L13" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B86" "L13" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX3" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B85" "L13" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B20" "L12" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B86" "L12" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX3" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B85" "L12" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B20" "L11" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B86" "L11" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX3" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B85" "L11" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B20" "L10" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B86" "L10" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX3" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B85" "L10" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B87" "UPPER ROOF" SECTION "LB_28x66_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B46" "UPPER ROOF" SECTION "LB_28x66_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 214 LINEASSIGN "B76" "UPPER ROOF" SECTION "LB_28x66_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX3" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B6" "L03" SECTION "LB_20x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L03" SECTION "LB_20x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX4" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B27" "L03" SECTION "LB_20x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B6" "L06" SECTION "LB_20x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L06" SECTION "LB_20x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX4" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B27" "L06" SECTION "LB_20x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B6" "L05" SECTION "LB_20x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L05" SECTION "LB_20x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX4" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B27" "L05" SECTION "LB_20x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B6" "L04" SECTION "LB_20x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L04" SECTION "LB_20x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX4" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B27" "L04" SECTION "LB_20x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B33" "L01" SECTION "LB_24x48_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B75" "L01" SECTION "LB_24x48_8ksi_Emb" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L08" SECTION "LB_28x42_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L08" SECTION "LB_28x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L08" SECTION "LB_28x42_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L09" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L09" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L09" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L14" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L14" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L14" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L13" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L13" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L13" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L12" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L12" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L12" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L11" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L11" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 215 LINEASSIGN "B113" "L11" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L10" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L10" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L10" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L15" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L15" SECTION "LB_28x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L15" SECTION "LB_28x30_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B22" "UPPER ROOF" SECTION "LB_28x66_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B80" "UPPER ROOF" SECTION "LB_28x66_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B94" "UPPER ROOF" SECTION "LB_28x66_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B32" "L01" SECTION "LB_20x48_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B52" "L01" SECTION "LB_24x48_8ksi_Emb" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B53" "L01" SECTION "LB_24x48_8ksi_Emb" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B106" "L04" SECTION "LB_28x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B108" "L04" SECTION "LB_28x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B107" "L04" SECTION "LB_28x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B106" "L06" SECTION "LB_28x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B108" "L06" SECTION "LB_28x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B107" "L06" SECTION "LB_28x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B108" "L05" SECTION "LB_28x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B107" "L05" SECTION "LB_28x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L06+" SECTION "LB_28x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L06+" SECTION "LB_28x36_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L06+" SECTION "LB_28x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B111" "L07" SECTION "LB_28x42_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B112" "L07" SECTION "LB_28x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B113" "L07" SECTION "LB_28x42_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B106" "L05" SECTION "LB_28x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B97" "L01" SECTION "LB_24x48_8ksi_Emb" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 216 LINEASSIGN "C58" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C65" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C69" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C70" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C79" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C80" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C81" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C82" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L01" SECTION "C_24x36_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L01" SECTION "C_24x36_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C110" "L01" SECTION "C_22x48_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L01" SECTION "C_24x36_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L01" SECTION "C_24x36_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C113" "L01" SECTION "C_22x48_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L01" SECTION "C_24x36_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L01" SECTION "C_24x36_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C119" "L01" SECTION "C_22x48_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C124" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 217 LINEASSIGN "C126" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C128" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C129" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C130" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C131" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C132" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C134" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C135" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C136" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C137" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C138" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C139" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C140" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C141" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C142" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C143" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C145" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C156" "L01" SECTION "C_20x30_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C157" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 218 LINEASSIGN "C45" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 219 LINEASSIGN "C121" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C139" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C139" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C140" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C140" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L03" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L03" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L02" SECTION "C_24x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L02" SECTION "C_24x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L08" SECTION "C_20x36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L08" SECTION "C_20x36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C119" "L03" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C119" "L02" SECTION "C_24x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L03" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L03" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L02" SECTION "C_24x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L02" SECTION "C_24x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L08" SECTION "C_20x36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L08" SECTION "C_20x36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C113" "L03" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C113" "L02" SECTION "C_24x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L03" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 220 LINEASSIGN "C109" "L03" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L02" SECTION "C_24x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L02" SECTION "C_24x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L08" SECTION "C_20x36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L08" SECTION "C_20x36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C110" "L03" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C110" "L02" SECTION "C_24x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L03" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L02" SECTION "C_24x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L08" SECTION "C_20x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 221 LINEASSIGN "C71" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C137" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C137" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C138" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C138" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C134" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C134" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C136" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C136" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C132" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C132" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C135" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C135" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C130" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C130" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C131" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C131" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C128" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C128" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C129" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C129" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C81" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C81" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C82" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C82" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C79" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C79" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C80" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C80" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 222 LINEASSIGN "C65" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C65" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C69" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C69" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C70" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C70" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L08" SECTION "C_24x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L08" SECTION "C_24x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L08" SECTION "C_24x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L08" SECTION "C_24x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L08" SECTION "C_20x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C141" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C142" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L03" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C141" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C142" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C1" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B2" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B2" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 223 LINEASSIGN "B5" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B2" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B2" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B66" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B10" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B15" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B12" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B2" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B15" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B16" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B55" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B73" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B49" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L15" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L15" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L15" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B29" "L15" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B30" "L15" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B100" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B103" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 224 LINEASSIGN "B34" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B114" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B115" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B37" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B38" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B40" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B41" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L14" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L14" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L14" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B49" "L14" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L14" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B100" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B103" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B114" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B115" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B37" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B38" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B40" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B41" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L13" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L13" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L13" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B49" "L13" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L13" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B100" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B103" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 225 LINEASSIGN "B34" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B114" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B115" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B37" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B38" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B40" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B41" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L12" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L12" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L12" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B49" "L12" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L12" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B100" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B103" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B114" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B115" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B37" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B38" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B40" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B41" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B49" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B100" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B103" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 226 LINEASSIGN "B34" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B114" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B115" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B37" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B38" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B40" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B41" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B49" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B100" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B103" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B114" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B115" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B37" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B38" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B40" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B41" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B49" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B100" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B103" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 227 LINEASSIGN "B34" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B114" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B115" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B37" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B38" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B40" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B41" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B100" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B103" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B114" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B11" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B193" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B14" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B47" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B48" "L08" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B14" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B47" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B48" "L09" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B14" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B47" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B48" "L10" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B14" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B47" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B48" "L11" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B14" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B47" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B48" "L12" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B14" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B47" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 228 LINEASSIGN "B48" "L13" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B14" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B47" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B48" "L14" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B14" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B47" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B48" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L13" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L14" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B61" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B56" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B57" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B58" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B59" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B54" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B99" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B104" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B195" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B65" "ROOF" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L12" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B67" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 229 LINEASSIGN "C148" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C139" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C140" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L04" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L04" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C119" "L04" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L04" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L04" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C113" "L04" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L04" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L04" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C110" "L04" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L04" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C137" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 230 LINEASSIGN "C138" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C134" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C136" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C132" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C135" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C130" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C131" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C128" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C129" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C81" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C82" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C79" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C80" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C65" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C69" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C70" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C141" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C142" "L04" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L04" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 231 LINEASSIGN "C120" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C139" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C140" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L05" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L05" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C119" "L05" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L05" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L05" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C113" "L05" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L05" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L05" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C110" "L05" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L05" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C137" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C138" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C134" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C136" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C132" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 232 LINEASSIGN "C135" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C130" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C131" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C128" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C129" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C81" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C82" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C79" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C80" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C65" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C69" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C70" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C141" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C142" "L05" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L05" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C139" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C140" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 233 LINEASSIGN "C151" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L06" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L06" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C119" "L06" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L06" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L06" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C113" "L06" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L06" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L06" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C110" "L06" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L06" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C137" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C138" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C134" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C136" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C132" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C135" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C130" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C131" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C128" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 234 LINEASSIGN "C129" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C81" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C82" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C79" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C80" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C65" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C69" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C70" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C141" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C142" "L06" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L06" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C139" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C140" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L06+" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 235 LINEASSIGN "C118" "L06+" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C119" "L06+" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L06+" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L06+" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C113" "L06+" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L06+" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L06+" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C110" "L06+" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L06+" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C137" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C138" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C134" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C136" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C132" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C135" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C130" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C131" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C128" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C129" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C81" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C82" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C79" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 236 LINEASSIGN "C80" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C65" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C69" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C70" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C141" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C142" "L06+" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L06+" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C139" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C140" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L07" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L07" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C119" "L07" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L07" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L07" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 237 LINEASSIGN "C113" "L07" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L07" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L07" SECTION "C_20x36_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C110" "L07" SECTION "C_20x48_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L07" SECTION "C_20x30_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C137" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C138" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C134" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C136" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C141" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C142" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L07" SECTION "C_20x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 238 LINEASSIGN "C150" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L10" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L10" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L10" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L10" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L10" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L10" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L10" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L10" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L10" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L10" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L10" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 239 LINEASSIGN "C106" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L14" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L14" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L14" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L14" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L14" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L14" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L14" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L14" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L14" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L14" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 240 LINEASSIGN "C155" "L14" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L13" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L13" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L13" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L13" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L13" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L13" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L13" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 241 LINEASSIGN "C75" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L13" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L13" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L13" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L13" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L12" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L12" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L12" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L12" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L12" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L12" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 242 LINEASSIGN "C58" "L12" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L12" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L12" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L12" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L12" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L11" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L11" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L11" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L11" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C108" "L11" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L11" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 243 LINEASSIGN "C84" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L11" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L11" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L11" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L11" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L11" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L15" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L15" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L15" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L15" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 244 LINEASSIGN "C108" "L15" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L15" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L15" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L15" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L15" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L15" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L15" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "ROOF" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "ROOF" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "ROOF" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "ROOF" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 245 LINEASSIGN "C108" "ROOF" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "ROOF" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "ROOF" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "ROOF" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C45" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C77" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C83" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C106" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C126" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C146" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C148" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C150" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C152" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C153" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C120" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C121" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C151" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C149" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C147" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C117" "L09" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C118" "L09" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C111" "L09" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C112" "L09" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 246 LINEASSIGN "C108" "L09" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C109" "L09" SECTION "C_18X36_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C127" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C107" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C84" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C78" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "L09" SECTION "C_18x30_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C75" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C122" "L09" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C123" "L09" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C154" "L09" SECTION "C_18x24_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C155" "L09" SECTION "C_24x18_6ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B93" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B62" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B70" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B71" "L07" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B82" "L07" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B83" "L07" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B84" "L07" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B21" "L15" SECTION "Balcony_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B17" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B19" "L15" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B122" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B123" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B124" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B125" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 247 LINEASSIGN "B126" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B127" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B128" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B129" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B130" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B131" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B132" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B133" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B134" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B135" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B136" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B137" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B138" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B139" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B140" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B141" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B142" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B143" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B144" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B145" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B197" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B147" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B148" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B149" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B150" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B151" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B152" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B153" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B154" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B155" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B156" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B157" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 248 LINEASSIGN "B158" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B160" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B159" "L06+" SECTION "PoolWall_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B161" "L06+" SECTION "PoolWall_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B162" "L06+" SECTION "PoolWall_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B163" "L06+" SECTION "PoolWall_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B170" "L06+" SECTION "PoolWall_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B165" "L06+" SECTION "PoolWall_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B119" "L06+" SECTION "PoolWall_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B44" "L06+" SECTION "PoolWall_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B180" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B180" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B172" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B173" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B180" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B172" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B173" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B1" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B13" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B176" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B177" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B178" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B4" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B179" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B4" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B179" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B4" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B179" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B4" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B179" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B4" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B181" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 249 LINEASSIGN "B98" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B175" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B175" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B175" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B182" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B175" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B183" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B184" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B183" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B184" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B183" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B184" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B183" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B185" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B186" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B187" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B186" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B187" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B186" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B187" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B186" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B187" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B186" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B187" "L06+" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C132" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C135" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C81" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C82" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B198" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B25" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B51" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 250 LINEASSIGN "B88" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B89" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B90" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B60" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B63" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B68" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B69" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B72" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B78" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B81" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B102" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B105" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B101" "L06+" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B91" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B146" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B171" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B199" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B200" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B201" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B202" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B203" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B204" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B205" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B206" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B207" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B220" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B209" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B210" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B221" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B212" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B213" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 251 LINEASSIGN "B214" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B215" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B216" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B217" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B218" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B219" "L15" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B42" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B45" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B92" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B109" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B110" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B116" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B189" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B227" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B228" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B229" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B231" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B232" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B190" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B64" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B191" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B188" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B95" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C130" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C128" "L07" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B230" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B233" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B118" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B96" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B226" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B74" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B77" "L07" SECTION "PlanterLineLoad_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 252 $ AREA ASSIGNS AREAASSIGN "W210" "L13" SECTION "W_20""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W210" "L12" SECTION "W_20""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W210" "L11" SECTION "W_20""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W210" "L10" SECTION "W_20""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W210" "L09" SECTION "W_20""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W210" "L08" SECTION "W_20""_8ksi" PIER "Y08" OBJMESHTYPE 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TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W159" "L07" SECTION "W_24""_8ksi" PIER "Y07" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 253 AREAASSIGN "W121" "L06+" SECTION "W_28""_8ksi" PIER "X07A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W121" "L09" SECTION "W_28""_8ksi" PIER "X08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W121" "L08" SECTION "W_28""_8ksi" PIER "X08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W121" "L10" SECTION "W_28""_8ksi" PIER "X08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W121" "L14" SECTION "W_28""_8ksi" PIER "X08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W121" "L13" SECTION "W_28""_8ksi" PIER "X08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W121" "L12" SECTION "W_28""_8ksi" PIER "X08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W121" "L11" SECTION "W_28""_8ksi" PIER "X08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W139" "L10" SECTION "W_28""_8ksi" PIER "X07" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W139" "L09" SECTION "W_28""_8ksi" PIER "X07" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W139" "L08" SECTION "W_28""_8ksi" PIER "X07" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W139" "L06+" SECTION "W_28""_8ksi" PIER "X07A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W99" "L06" SECTION "W_28""_8ksi" PIER "X07A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W99" "L05" SECTION "W_28""_8ksi" PIER "X07A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W99" "L04" SECTION "W_28""_8ksi" PIER "X07A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W99" "L03" SECTION "W_28""_8ksi" PIER "X07A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W139" "L14" SECTION "W_28""_8ksi" PIER "X07" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W139" "L13" SECTION "W_28""_8ksi" PIER "X07" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W139" "L12" SECTION "W_28""_8ksi" PIER "X07" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W139" "L11" SECTION "W_28""_8ksi" PIER "X07" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W141" "L06+" SECTION "W_28""_8ksi" PIER "X07A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W227" "L06" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W227" "L05" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W227" "L04" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W227" "L03" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W224" "L06" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W224" "L05" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W224" "L04" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W224" "L03" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W192" "L02" SECTION "W_24""_8ksi" PIER "Y08B" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W191" "L02" SECTION "W_24""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W228" "ROOF" SECTION "W_20""_8ksi" PIER "Y08A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 254 AREAASSIGN "W230" "ROOF" SECTION "W_20""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "ROOF" SECTION "W_20""_8ksi" PIER "Y08B" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "ROOF" SECTION "W_20""_8ksi" PIER "Y08" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W90" "L08" SECTION "W_20""_8ksi" PIER "Y07" OBJMESHTYPE 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"UPPER ROOF" SECTION "W_20""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W271" "L07" SECTION "W_24""_8ksi" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W271" "L06+" SECTION "W_24""_8ksi" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W39" "L09" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L09" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W39" "L08" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L08" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W46" "UPPER ROOF" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W39" "L15" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W39" "L14" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L14" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W39" "L13" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 257 AREAASSIGN "W41" "L13" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W39" "L12" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L12" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W39" "L11" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L11" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W39" "L10" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L10" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT 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TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 258 AREAASSIGN "W161" "L02" SECTION "W_28""_8ksi" PIER "X03A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W168" "L01" SECTION "W_28""_8ksi" PROPMODM 0 PIER "X03A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W131" "L01" SECTION "W_24""_8ksi" PROPMODM 0 PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W127" "L01" SECTION "W_24""_8ksi" PROPMODM 0 PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W281" "L04" SECTION "W_24""_8ksi" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W245" "L04" SECTION 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"L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 260 AREAASSIGN "F46" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F52" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F54" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F55" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F57" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F58" "L01" SECTION 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"L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F66" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F67" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F68" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F69" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F70" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F71" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F72" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F73" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F74" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F75" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F76" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F259" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F5" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F7" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F8" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F9" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F10" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A12" "L02" OPENING "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 261 AREAASSIGN "A13" "L01" OPENING "Yes" AREAASSIGN "A10" "L02" OPENING "Yes" AREAASSIGN "F53" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F22" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F24" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F26" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F40" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F42" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F103" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F104" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F17" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F244" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F121" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F122" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F78" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" 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"F130" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F132" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F90" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F134" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F135" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F136" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F32" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F138" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F139" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F140" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 262 AREAASSIGN "F35" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F142" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F5" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F144" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" 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DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F121" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F126" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F124" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F100" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F144" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F102" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F147" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F105" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F142" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F109" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F138" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F110" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F134" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 263 AREAASSIGN "F111" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F130" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F112" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F149" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F78" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F123" "L03" SECTION "S_8_5.75ksi_PT" DIAPH 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SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F119" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F34" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F143" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F38" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F17" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F42" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F146" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F103" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F151" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F30" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F26" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F27" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F24" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F22" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 264 AREAASSIGN "F153" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F259" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F278" "L03" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F295" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F42" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F34" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F143" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F135" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F137" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F137" "L04" 3 INPLANE AREAEDGERELEASE "F137" "L04" 3 DIRECT AREAEDGERELEASE "F137" "L04" 3 OUTOFPLANE AREAEDGERELEASE "F137" "L04" 3 MOMENT AREAEDGERELEASE "F137" "L04" 3 TWISTING AREAASSIGN "F131" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F90" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F133" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F133" "L04" 3 INPLANE AREAEDGERELEASE "F133" "L04" 3 DIRECT AREAEDGERELEASE "F133" "L04" 3 OUTOFPLANE AREAEDGERELEASE "F133" "L04" 3 MOMENT AREAEDGERELEASE "F133" "L04" 3 TWISTING AREAASSIGN "F29" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F127" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F86" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F129" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F129" "L04" 3 INPLANE AREAEDGERELEASE "F129" "L04" 3 DIRECT AREAEDGERELEASE "F129" "L04" 3 OUTOFPLANE AREAEDGERELEASE "F129" "L04" 3 MOMENT AREAEDGERELEASE "F129" "L04" 3 TWISTING AREAASSIGN "F26" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F24" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F22" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F153" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F103" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F38" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F40" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 265 AREAASSIGN "F119" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F139" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F141" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F141" "L04" 3 INPLANE AREAEDGERELEASE "F141" "L04" 3 DIRECT AREAEDGERELEASE "F141" "L04" 3 OUTOFPLANE AREAEDGERELEASE "F141" "L04" 3 MOMENT AREAEDGERELEASE "F141" "L04" 3 TWISTING AREAASSIGN "F98" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F99" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F114" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F117" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F152" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F154" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F155" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F156" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F5" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F109" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F138" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F110" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F134" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F111" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F130" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F126" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F159" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F124" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F160" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F149" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F121" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F105" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F142" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F100" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 266 AREAASSIGN "F144" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F102" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F147" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F249" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F259" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F278" "L04" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F295" "L04" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A12" "L04" OPENING "Yes" AREAASSIGN "A14" "L04" OPENING "Yes" AREAASSIGN "F42" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F34" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F143" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F135" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F137" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F137" "L05" 3 INPLANE AREAEDGERELEASE "F137" "L05" 3 DIRECT AREAEDGERELEASE "F137" "L05" 3 OUTOFPLANE AREAEDGERELEASE "F137" "L05" 3 MOMENT AREAEDGERELEASE "F137" "L05" 3 TWISTING AREAASSIGN "F131" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F90" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F133" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F133" "L05" 3 INPLANE AREAEDGERELEASE "F133" "L05" 3 DIRECT AREAEDGERELEASE "F133" "L05" 3 OUTOFPLANE AREAEDGERELEASE "F133" "L05" 3 MOMENT AREAEDGERELEASE "F133" "L05" 3 TWISTING AREAASSIGN "F29" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F127" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F86" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F129" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F129" "L05" 3 INPLANE AREAEDGERELEASE "F129" "L05" 3 DIRECT AREAEDGERELEASE "F129" "L05" 3 OUTOFPLANE AREAEDGERELEASE "F129" "L05" 3 MOMENT AREAEDGERELEASE "F129" "L05" 3 TWISTING AREAASSIGN "F26" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F24" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F22" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F153" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 267 AREAASSIGN "F12" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F103" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F38" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F40" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F119" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F139" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F141" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F141" "L05" 3 INPLANE AREAEDGERELEASE "F141" "L05" 3 DIRECT AREAEDGERELEASE "F141" "L05" 3 OUTOFPLANE AREAEDGERELEASE "F141" "L05" 3 MOMENT AREAEDGERELEASE "F141" "L05" 3 TWISTING AREAASSIGN "F98" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F99" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F114" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F117" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F152" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F154" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F155" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F156" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F5" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F109" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F138" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F110" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F134" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F111" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F130" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F126" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F159" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F124" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F160" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 268 AREAASSIGN "F149" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F121" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F105" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F142" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F100" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F144" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F102" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F147" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F249" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F259" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F278" "L05" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F295" "L05" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A12" "L05" OPENING "Yes" AREAASSIGN "A14" "L05" OPENING "Yes" AREAASSIGN "A12" "L06" OPENING "Yes" AREAASSIGN "F144" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F147" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F40" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F19" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F16" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F5" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F14" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F101" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F95" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F103" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F112" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F149" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F244" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F121" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 269 AREAASSIGN "F35" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F26" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F258" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F90" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F133" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F86" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F129" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "L06+" OPENING "Yes" AREAASSIGN "F93" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F224" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F135" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F139" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "L07" OPENING "Yes" AREAASSIGN "A12" "L07" OPENING "Yes" AREAASSIGN "F149" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F285" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F286" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F287" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F288" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F289" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F290" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F291" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F292" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F293" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L07" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L07" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L07" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L07" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F278" "L07" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 270 AREAASSIGN "F182" "L07" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F165" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F169" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F172" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F189" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F190" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F193" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F194" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F195" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F197" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F199" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F200" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F201" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F202" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F203" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F204" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F205" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F206" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F207" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F208" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F209" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F210" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F211" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F212" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F213" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 271 AREAASSIGN "F214" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F215" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F216" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F217" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F218" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F219" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F220" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F221" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F222" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F223" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F162" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F166" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F170" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F171" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F169" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F172" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F189" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F190" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F278" "L15" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F226" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F115" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F200" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F201" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F202" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F203" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F204" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 272 AREAASSIGN "F205" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F208" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F209" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F210" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F211" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F246" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F220" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F221" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F222" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F223" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F212" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F213" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F206" "L15" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F207" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "ROOF" OPENING "Yes" AREAASSIGN "A16" "ROOF" OPENING "Yes" AREAASSIGN "A14" "L15" OPENING "Yes" AREAASSIGN "A16" "L15" OPENING "Yes" AREAASSIGN "A14" "L08" OPENING "Yes" AREAASSIGN "A12" "L08" OPENING "Yes" AREAASSIGN "F307" "UPPER ROOF" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F310" "UPPER ROOF" SECTION "S_12_5.75ksi" DIAPH "D3-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F48" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F56" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F259" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F278" "L02" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F295" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F53" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F226" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F42" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F146" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F34" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F143" "L06" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 273 AREAASSIGN "F43" "L06+" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F79" "L06+" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F320" "L06+" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F92" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F81" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F297" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F96" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F225" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F240" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F247" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F308" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F229" "L06+" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F230" "L06+" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F314" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F318" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F267" "L06+" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F235" "L06+" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F236" "L06+" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F125" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F167" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F173" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 274 AREAASSIGN "F242" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F243" "L07" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F278" "L08" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F166" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F162" "L08" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F125" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F167" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F173" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F242" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F122" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F163" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L08" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F165" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F169" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F172" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F189" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 275 AREAASSIGN "F190" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F193" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F194" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F195" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F197" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F199" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F200" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F201" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F202" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F203" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F204" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F205" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F206" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F207" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F208" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F209" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F210" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F211" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F212" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F213" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F214" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F215" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F216" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F217" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F218" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F219" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F220" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F221" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F222" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 276 AREAASSIGN "F223" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "L14" OPENING "Yes" AREAASSIGN "A16" "L14" OPENING "Yes" AREAASSIGN "F278" "L14" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F166" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F162" "L14" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F125" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F167" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F173" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F242" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F122" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F163" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L14" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F165" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F169" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F172" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F189" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 277 AREAASSIGN "F190" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F193" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F194" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F195" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F197" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F199" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F200" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F201" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F202" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F203" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F204" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F205" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F206" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F207" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F208" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F209" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F210" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F211" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F212" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F213" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F214" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F215" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F216" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F217" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F218" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F219" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F220" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F221" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F222" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 278 AREAASSIGN "F223" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "L13" OPENING "Yes" AREAASSIGN "A16" "L13" OPENING "Yes" AREAASSIGN "F278" "L13" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F166" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F162" "L13" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F125" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F167" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F173" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F242" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F122" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F163" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L13" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F165" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F169" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F172" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F189" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 279 AREAASSIGN "F190" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F193" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F194" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F195" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F197" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F199" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F200" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F201" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F202" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F203" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F204" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F205" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F206" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F207" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F208" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F209" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F210" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F211" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F212" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F213" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F214" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F215" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F216" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F217" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F218" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F219" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F220" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F221" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F222" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 280 AREAASSIGN "F223" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "L12" OPENING "Yes" AREAASSIGN "A16" "L12" OPENING "Yes" AREAASSIGN "F278" "L12" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F166" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F162" "L12" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F125" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F167" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F173" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F242" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F122" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F163" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L12" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F165" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F169" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F172" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F189" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 281 AREAASSIGN "F190" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F193" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F194" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F195" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F197" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F199" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F200" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F201" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F202" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F203" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F204" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F205" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F206" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F207" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F208" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F209" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F210" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F211" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F212" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F213" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F214" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F215" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F216" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F217" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F218" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F219" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F220" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F221" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F222" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 282 AREAASSIGN "F223" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "L11" OPENING "Yes" AREAASSIGN "A16" "L11" OPENING "Yes" AREAASSIGN "F278" "L11" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F166" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F162" "L11" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F125" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F167" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F173" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F242" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F122" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F163" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L11" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F165" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F169" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F172" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F189" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 283 AREAASSIGN "F190" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F193" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F194" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F195" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F197" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F199" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F200" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F201" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F202" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F203" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F204" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F205" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F206" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F207" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F208" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F209" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F210" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F211" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F212" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F213" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F214" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F215" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F216" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F217" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F218" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F219" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F220" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F221" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F222" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 284 AREAASSIGN "F223" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "L10" OPENING "Yes" AREAASSIGN "A16" "L10" OPENING "Yes" AREAASSIGN "F278" "L10" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F166" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F162" "L10" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F125" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F167" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F173" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F242" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F122" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F163" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L10" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F165" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F181" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F169" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F178" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F172" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F179" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F189" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F180" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 285 AREAASSIGN "F190" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F193" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F194" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F195" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F197" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F145" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F199" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F200" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" 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AREAASSIGN "F208" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F209" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F210" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F211" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F212" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F213" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F214" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F215" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F216" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F217" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F218" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F219" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F220" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F221" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F222" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 286 AREAASSIGN "F223" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A14" "L09" OPENING "Yes" AREAASSIGN "A16" "L09" OPENING "Yes" AREAASSIGN "F278" "L09" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F166" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F162" "L09" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F125" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F167" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F173" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F242" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F122" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F163" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "L09" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F242" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F243" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F158" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F164" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F113" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 287 AREAASSIGN "F125" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F157" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F174" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F227" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F268" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F23" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F175" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F253" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F278" "ROOF" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F339" "ROOF" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F264" "ROOF" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F92" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F263" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W1" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW2" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W3" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW2" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W4" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW2" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W5" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW2" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W6" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW2" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W7" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW3" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W9" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW4" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W10" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W11" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W14" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W16" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W24" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W25" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W26" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W27" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW5" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W50" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 288 AREAASSIGN "W51" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W52" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W53" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W54" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W55" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W56" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W57" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W59" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W60" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W61" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W62" "L01" SECTION "W_16""_5ksi (FND)" PIER "BW1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A17" "L05" OPENING "Yes" AREAASSIGN "A17" "L04" OPENING "Yes" AREAASSIGN "A18" "L03" OPENING "Yes" AREAASSIGN "A18" "L02" OPENING "Yes" AREAASSIGN "A17" "L15" OPENING "Yes" AREAASSIGN "A17" "L14" OPENING "Yes" AREAASSIGN "A17" "L13" OPENING "Yes" AREAASSIGN "A17" "L12" OPENING "Yes" AREAASSIGN "A17" "L11" OPENING "Yes" AREAASSIGN "A17" "L10" OPENING "Yes" AREAASSIGN "A17" "L09" OPENING "Yes" AREAASSIGN "A17" "L08" OPENING "Yes" AREAASSIGN "A17" "L07" OPENING "Yes" AREAASSIGN "A17" "L06+" OPENING "Yes" AREAASSIGN "A17" "ROOF" OPENING "Yes" AREAASSIGN "F2" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F271" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F116" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F362" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F265" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F4" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F234" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F266" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F272" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F273" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F283" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F275" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F282" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F176" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 289 AREAASSIGN "F372" "L01" SECTION "S_12_5.75ksi" PROPMODM 0 DIAPH "D1 -Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F238" "L02" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F373" "L02" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F374" "L06" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F375" "L06" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F193" "L07" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F194" "L07" SECTION "S_7_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT 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DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F239" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F241" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F161" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F188" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F374" "L03" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F375" "L03" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F374" "L04" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F375" "L04" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F374" "L05" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F375" "L05" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 290 AREAASSIGN "F374" "L07" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F375" "L07" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F374" "L08" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F375" "L08" SECTION "S_8_5.75ksi" DIAPH 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TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F377" "L11" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F376" "L11" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F377" "L10" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F376" "L10" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F377" "L09" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F376" "L09" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F378" "L15" SECTION "S_8_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L02" 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CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F257" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F301" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F302" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F84" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 291 AREAASSIGN "F304" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F276" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F299" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F306" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F309" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F315" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F316" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F335" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F340" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F345" "L06+" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" 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"L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F380" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F381" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F25" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F191" "L15" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F262" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F294" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F321" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 292 AREAASSIGN "F323" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F354" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F371" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F365" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F251" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F277" "L15" SECTION "S_12_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 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"L03" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W315" "L03" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W316" "L03" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W317" "L03" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W318" "L03" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W319" "L03" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W305" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W320" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 296 AREAASSIGN "W264" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W195" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W265" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W196" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W107" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W197" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W128" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W135" "L03" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W136" "L05" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W198" "L05" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W199" "L05" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W200" "L05" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W321" "L02" SECTION "W_20""_8ksi" PIER "X05B" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W322" "L02" SECTION "W_20""_8ksi" PIER "X05B" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W323" "L02" SECTION "W_20""_8ksi" PIER "X05C" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W324" "L02" SECTION "W_20""_8ksi" PIER "X05C" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W325" "L02" SECTION "W_20""_8ksi" PIER "X05A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W326" "L02" SECTION "W_20""_8ksi" PIER "X05A" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F245" "L07" SECTION "S_16_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F303" "L07" SECTION "S_16_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F305" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F184" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F187" "L07" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F21" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F50" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F51" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F196" "L06+" SECTION "S_10_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A11" "L14" OPENING "Yes" AREAASSIGN "A11" "ROOF" OPENING "Yes" AREAASSIGN "A11" "L15" OPENING "Yes" AREAASSIGN "A11" "L13" OPENING "Yes" AREAASSIGN "A11" "L12" OPENING "Yes" AREAASSIGN "A11" "L11" OPENING "Yes" AREAASSIGN "A11" "L10" OPENING "Yes" AREAASSIGN "A11" "L09" OPENING "Yes" AREAASSIGN "A11" "L08" OPENING "Yes" AREAASSIGN "A11" "L07" OPENING "Yes" AREAASSIGN "A11" "L06" OPENING "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 297 AREAASSIGN "A11" "L05" OPENING "Yes" AREAASSIGN "A11" "L04" OPENING "Yes" AREAASSIGN "A11" "L03" OPENING "Yes" AREAASSIGN "A11" "L02" OPENING "Yes" AREAASSIGN "A11" "L01" OPENING "Yes" AREAASSIGN "F252" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F252" "L03" 1 INPLANE AREAEDGERELEASE "F252" "L03" 1 DIRECT AREAEDGERELEASE "F252" "L03" 1 OUTOFPLANE AREAEDGERELEASE "F252" "L03" 1 MOMENT AREAEDGERELEASE "F252" "L03" 1 TWISTING AREAASSIGN "F319" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F324" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F324" "L03" 1 INPLANE AREAEDGERELEASE "F324" "L03" 1 DIRECT AREAEDGERELEASE "F324" "L03" 1 OUTOFPLANE AREAEDGERELEASE "F324" "L03" 1 MOMENT AREAEDGERELEASE "F324" "L03" 1 TWISTING AREAASSIGN "F326" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F327" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F327" "L03" 1 INPLANE AREAEDGERELEASE "F327" "L03" 1 DIRECT AREAEDGERELEASE "F327" "L03" 1 OUTOFPLANE AREAEDGERELEASE "F327" "L03" 1 MOMENT AREAEDGERELEASE "F327" "L03" 1 TWISTING AREAASSIGN "F329" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F330" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAEDGERELEASE "F330" "L03" 1 INPLANE AREAEDGERELEASE "F330" "L03" 1 DIRECT AREAEDGERELEASE "F330" "L03" 1 OUTOFPLANE AREAEDGERELEASE "F330" "L03" 1 MOMENT AREAEDGERELEASE "F330" "L03" 1 TWISTING AREAASSIGN "F331" "L03" SECTION "S_8_5.75ksi_PT" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W140" "L06" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W8" "L06+" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W131" "L06+" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W127" "L06+" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W8" "L07" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W131" "L07" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W127" "L07" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W298" "L06" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W217" "L06" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W299" "L06" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W300" "L06" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W199" "L06" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 298 AREAASSIGN "W200" "L06" SECTION "W_28""_8ksi" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W2" "L05" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W283" "L05" SECTION "W_20""_8ksi" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W301" "L06" SECTION "W_24""_8ksi" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W302" "L06" SECTION "W_24""_8ksi" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W136" "L06" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W198" "L06" SECTION "W_28""_8ksi" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W35" "L02" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W140" "L02" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W217" "L02" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W37" "L02" SECTION "W_24""_8ksi" PIER "Y05B" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L02" SECTION "W_24""_8ksi" PIER "Y05B" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W218" "L02" SECTION "W_24""_8ksi" PIER "Y05B" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W297" "L06" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L06" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W218" "L06" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W296" "L05" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W197" "L05" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W135" "L05" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W17" "L05" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W30" "L05" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W19" "L05" SECTION "W_24""_8ksi" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F192" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F232" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F248" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F198" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F237" "L06+" SECTION "S_16_5.75ksi" DIAPH "D1-Semi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F88" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F228" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F357" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F360" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F28" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 299 AREAASSIGN "F367" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F61" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F313" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F332" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F83" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F337" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F41" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F343" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F64" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F80" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F89" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F91" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F120" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F108" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F183" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F359" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F186" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F231" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F260" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F296" "L07" SECTION "S_10_5.75ksi" ADDRESTRAINT "No" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" $ LOAD PATTERNS LOADPATTERN "Dead" TYPE "Dead" SELFWEIGHT 1 LOADPATTERN "SDL" TYPE "Super Dead" SELFWEIGHT 0 LOADPATTERN "LL_red" TYPE "Reducible Live" SELFWEIGHT 0 LOADPATTERN "LL_unred" TYPE "Live" SELFWEIGHT 0 LOADPATTERN "LL_roof" TYPE "Reducible Live" SELFWEIGHT 0 LOADPATTERN "ELFX" TYPE "Seismic" SELFWEIGHT 0 LOADPATTERN "ELFY" TYPE "Seismic" SELFWEIGHT 0 LOADPATTERN "ELFX_Drift" TYPE "Seismic (Drift)" SELFWEIGHT 0 LOADPATTERN "ELFY_Drift" TYPE "Seismic (Drift)" SELFWEIGHT 0 LOADPATTERN "ASCE7 Wind" TYPE "Wind" SELFWEIGHT 0 LOADPATTERN "ASCE7 Wind_10yr" TYPE "Wind" SELFWEIGHT 0 LOADPATTERN "Mass" TYPE "Super Dead" SELFWEIGHT 0 SEISMIC "ELFX" "ASCE 7-16" DIR "X X+ECC X-ECC" ECC 0.05 TOPSTORY "UPPER ROOF" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 SEISMIC "ELFX" ECCOVERWRITE "ROOF" "D1-Semi" 44.0004 SEISMIC "ELFX" ECCOVERWRITE "L15" "D1-Semi" 53.3496 SEISMIC "ELFX" ECCOVERWRITE "L14" "D1-Semi" 53.3496 SEISMIC "ELFX" ECCOVERWRITE "L13" "D1-Semi" 53.3496 SEISMIC "ELFX" ECCOVERWRITE "L12" "D1-Semi" 53.3496 SEISMIC "ELFX" ECCOVERWRITE "L11" "D1-Semi" 53.3496 SEISMIC "ELFX" ECCOVERWRITE "L10" "D1-Semi" 53.3496 SEISMIC "ELFX" ECCOVERWRITE "L09" "D1-Semi" 74.85 SEISMIC "ELFX" ECCOVERWRITE "L08" "D1-Semi" 74.85 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 300 SEISMIC "ELFX" ECCOVERWRITE "L07" "D1-Semi" 74.85 SEISMIC "ELFX" ECCOVERWRITE "L06" "D1-Semi" 74.85 SEISMIC "ELFX" ECCOVERWRITE "L05" "D1-Semi" 74.85 SEISMIC "ELFX" ECCOVERWRITE "L04" "D1-Semi" 74.85 SEISMIC "ELFX" ECCOVERWRITE "L03" "D1-Semi" 74.85 SEISMIC "ELFX" ECCOVERWRITE "L02" "D1-Semi" 74.85 SEISMIC "ELFX" ECCOVERWRITE "L01" "D1-Semi" 95.3832 SEISMIC "ELFY" "ASCE 7-16" DIR "Y Y+ECC Y-ECC" ECC 0.05 TOPSTORY "UPPER ROOF" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 SEISMIC "ELFX_Drift" "ASCE 7-16" DIR "X X+ECC X-ECC" ECC 0.05 TOPSTORY "UPPER ROOF" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 SEISMIC "ELFY_Drift" "ASCE 7-16" DIR "Y Y+ECC Y-ECC" ECC 0.05 TOPSTORY "UPPER ROOF" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 WIND "ASCE7 Wind" "ASCE 7-16" EXPOSUREFROM "DIAPHRAGMS" USERCP "No" TOPSTORY "ROOF" BOTTOMSTORY "L02" PARAPETHEIGHT 128.0016 SPEED 96 EXPOSURE "C" KE 1 KZT 1 GUSTFACTOR 1 KD 0.85 CASE ALL E1 0.15 E2 0.15 WINDEXPOSURE "ASCE7 Wind" "SET" "1" ANGLE 0 WIND "ASCE7 Wind_10yr" "ASCE 7-16" EXPOSUREFROM "DIAPHRAGMS" USERCP "No" TOPSTORY "ROOF" BOTTOMSTORY "L02" PARAPETHEIGHT 128.0016 SPEED 66 EXPOSURE "C" KE 1 KZT 1 GUSTFACTOR 1 KD 0.85 CASE ALL E1 0.15 E2 0.15 WINDEXPOSURE "ASCE7 Wind_10yr" "SET" "1" ANGLE 0 $ POINT OBJECT LOADS $ FRAME OBJECT LOADS LINELOAD "B2" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 34.16667 LINELOAD "B2" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 34.16667 LINELOAD "B3" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 28.33333 LINELOAD "B3" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 28.33333 LINELOAD "B5" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B5" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B2" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 41.66667 LINELOAD "B2" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 41.66667 LINELOAD "B3" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B3" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B5" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B5" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B2" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B2" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B3" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B3" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B5" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B5" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B2" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B2" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B3" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B3" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B5" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B5" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B66" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B66" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B66" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 52.08333 LINELOAD "B66" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 52.08333 LINELOAD "B8" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B8" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B5" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B5" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B10" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B10" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B15" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B15" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B12" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 45 LINELOAD "B12" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 45 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 301 LINELOAD "B2" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B2" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B3" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B3" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B15" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B15" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B16" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B16" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B55" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B55" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B73" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B73" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B43" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B23" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B23" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B24" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B28" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B28" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B50" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B50" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B43" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B43" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B23" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B23" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B29" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B29" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B30" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B30" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B100" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B100" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B103" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B103" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B34" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B34" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B114" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B114" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B115" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B115" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B37" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B37" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B38" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B38" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B39" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B39" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B40" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B40" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B41" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B41" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B43" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B43" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B23" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B23" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B28" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B28" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B50" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 302 LINELOAD "B50" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B100" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B100" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B103" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B103" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B34" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B34" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B114" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B114" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B115" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B115" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B37" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B37" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B38" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B38" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B39" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B39" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B40" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B40" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B41" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B41" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B43" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B43" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B23" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B23" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B28" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B28" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B50" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B50" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B100" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B100" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B103" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B103" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B34" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B34" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B114" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B114" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B115" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B115" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B37" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B37" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B38" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B38" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B39" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B39" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B40" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B40" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B41" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B41" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B43" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B43" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B23" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B23" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B28" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B28" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B50" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B50" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 303 LINELOAD "B100" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B100" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B103" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B103" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B34" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B34" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B114" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B114" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B115" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B115" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B37" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B37" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B38" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B38" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B39" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B39" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B40" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B40" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B41" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B41" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B43" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B43" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B23" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B23" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B28" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B28" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B50" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B50" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B100" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B100" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B103" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B103" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B34" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B34" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B114" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B114" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B115" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B115" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B37" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B37" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B38" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B38" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B39" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B39" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B40" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B40" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B41" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B41" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B43" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B43" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B23" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B23" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B28" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B28" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B50" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B50" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B100" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 304 LINELOAD "B100" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B103" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B103" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B34" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B34" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B114" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B114" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B115" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B115" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B37" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B37" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B38" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B38" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B39" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B39" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B40" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B40" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B41" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B41" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B43" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B43" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B23" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B23" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B24" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B49" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B28" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B28" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B50" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B50" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B100" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B100" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B103" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B103" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B34" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B34" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B114" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B114" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B115" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B115" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B37" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B37" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B38" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B38" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B39" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B39" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B40" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B40" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B41" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B41" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B39" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B39" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B100" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B100" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B103" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B103" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B34" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B34" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B114" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B114" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B11" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B11" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B193" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B193" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 305 LINELOAD "B193" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 52.08333 LINELOAD "B193" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 52.08333 LINELOAD "B14" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B14" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B47" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B47" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B48" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B48" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B14" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B14" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B47" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B47" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B48" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B48" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B14" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B14" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B47" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B47" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B48" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B48" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B14" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B14" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B47" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B47" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B48" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B48" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B14" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B14" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B47" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B47" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B48" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B48" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B14" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B14" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B47" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B47" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B48" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B48" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B14" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B14" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B47" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B47" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B48" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B48" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B14" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B14" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B47" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B47" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B48" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B48" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B31" "L13" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B31" "L13" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B31" "L14" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B31" "L14" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B61" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B61" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B56" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B56" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B57" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B57" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B58" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B58" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B59" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B59" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B54" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 306 LINELOAD "B54" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B99" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B99" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B104" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B104" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B195" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B195" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B65" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B65" "ROOF" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B31" "L12" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B31" "L12" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B31" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B31" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B31" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B31" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B31" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B31" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B31" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B31" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B7" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B7" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B67" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B67" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B93" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B93" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B62" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B62" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B31" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B31" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B70" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 22.5 LINELOAD "B70" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 22.5 LINELOAD "B71" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B82" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B82" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B83" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B83" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B84" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B84" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 6.666667 LINELOAD "B21" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 6.666667 LINELOAD "B17" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B17" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B19" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 17.5 LINELOAD "B19" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 17.5 LINELOAD "B122" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B122" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B123" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B123" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B124" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B124" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B125" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B125" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B126" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B126" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B127" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B127" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B128" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B128" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B129" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B129" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B130" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B130" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B131" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B131" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B132" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B132" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 307 LINELOAD "B133" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B133" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B134" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B134" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B135" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B135" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B136" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B136" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B137" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B137" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B138" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B138" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B139" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B139" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B140" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B140" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B141" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B141" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B142" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B142" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B143" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B143" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B144" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B144" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B145" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B145" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B197" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B197" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B147" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B147" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B148" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B148" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B149" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B149" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B150" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B150" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B151" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B151" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B152" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B152" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B153" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B153" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B154" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B154" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B155" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B155" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B156" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B156" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B157" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B157" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B158" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B158" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B160" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B160" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B159" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B159" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B161" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B161" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B162" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B162" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B163" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B163" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B170" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B170" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B165" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 308 LINELOAD "B165" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B119" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B119" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B44" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B44" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B180" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B180" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B180" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B180" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B172" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 25.83333 LINELOAD "B172" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 25.83333 LINELOAD "B173" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 25.83333 LINELOAD "B173" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 25.83333 LINELOAD "B180" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B180" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B172" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 34.16667 LINELOAD "B172" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 34.16667 LINELOAD "B173" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 34.16667 LINELOAD "B173" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 34.16667 LINELOAD "B1" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 11.66667 LINELOAD "B1" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 11.66667 LINELOAD "B13" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 11.66667 LINELOAD "B13" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 11.66667 LINELOAD "B176" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 11.66667 LINELOAD "B176" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 11.66667 LINELOAD "B177" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 11.66667 LINELOAD "B177" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 11.66667 LINELOAD "B178" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 11.66667 LINELOAD "B178" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 11.66667 LINELOAD "B4" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 41.66667 LINELOAD "B4" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 41.66667 LINELOAD "B179" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B179" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B4" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 34.16667 LINELOAD "B4" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 34.16667 LINELOAD "B179" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B179" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B4" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B4" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B179" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B179" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B4" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B4" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B179" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B179" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B4" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B4" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B181" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 46.66667 LINELOAD "B181" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 46.66667 LINELOAD "B98" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 25.83333 LINELOAD "B98" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 25.83333 LINELOAD "B175" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B175" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B175" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B175" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B175" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B175" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B182" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B182" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B175" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B175" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B183" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B183" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B184" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B184" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 309 LINELOAD "B183" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B183" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B184" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B184" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B183" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B183" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B184" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B184" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B183" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 41.66667 LINELOAD "B183" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 41.66667 LINELOAD "B185" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B185" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B186" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 30 LINELOAD "B186" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 30 LINELOAD "B187" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 34.16667 LINELOAD "B187" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 34.16667 LINELOAD "B186" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 25.83333 LINELOAD "B186" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 25.83333 LINELOAD "B187" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 41.66667 LINELOAD "B187" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 41.66667 LINELOAD "B186" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B186" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B187" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B187" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B186" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B186" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B187" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B187" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B186" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20.83333 LINELOAD "B186" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20.83333 LINELOAD "B187" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 33.33333 LINELOAD "B187" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 33.33333 LINELOAD "B198" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 22.5 LINELOAD "B198" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 22.5 LINELOAD "B18" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B18" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B25" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B25" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B51" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B51" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B88" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B88" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B89" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B89" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B90" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B90" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B26" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B26" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B60" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B60" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B63" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B63" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B68" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B68" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B69" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B69" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B72" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B72" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B78" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B78" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B81" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B81" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B102" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B102" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B105" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 310 LINELOAD "B105" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B101" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B101" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B200" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B200" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B201" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B201" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B202" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B202" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B203" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B203" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B204" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B204" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B205" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B205" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B206" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B206" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B207" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B207" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B220" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B220" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B209" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B209" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B210" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B210" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B221" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B221" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B212" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B212" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B213" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B213" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B214" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B214" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B215" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B215" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B216" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B216" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B217" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B217" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B218" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B218" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B219" "L15" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B219" "L15" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B42" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B42" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B45" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B45" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B92" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B92" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B109" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B109" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B110" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B110" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B116" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B116" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B189" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B189" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B227" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B227" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B228" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B228" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B229" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B229" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B231" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B231" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 311 LINELOAD "B232" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B232" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B190" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B190" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B64" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B64" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B191" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B191" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B188" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B188" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B95" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 50 LINELOAD "B95" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 50 LINELOAD "B230" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B230" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B233" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B233" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B118" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B118" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B96" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B96" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B226" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B226" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B74" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B74" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 LINELOAD "B77" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 143.75 LINELOAD "B77" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 143.75 $ SHELL UNIFORM LOAD SETS SHELLUNIFORMLOADSET "12 Roof" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "12 Roof" LOADPAT "Mass" VALUE 0.1736111 SHELLUNIFORMLOADSET "12 Roof" LOADPAT "SDL" VALUE 0.1388889 SHELLUNIFORMLOADSET "13 Roof MEP" LOADPAT "SDL" VALUE 0.1388889 SHELLUNIFORMLOADSET "13 Roof MEP" LOADPAT "LL_unred" VALUE 0.8680556 SHELLUNIFORMLOADSET "13 Roof MEP" LOADPAT "Mass" VALUE 0.6111111 SHELLUNIFORMLOADSET "11 Storage" LOADPAT "SDL" VALUE 0.1215278 SHELLUNIFORMLOADSET "11 Storage" LOADPAT "LL_unred" VALUE 0.8680556 SHELLUNIFORMLOADSET "11 Storage" LOADPAT "Mass" VALUE 0.3385417 SHELLUNIFORMLOADSET "16 Kitchen/Dining" LOADPAT "SDL" VALUE 0.08333334 SHELLUNIFORMLOADSET "16 Kitchen/Dining" LOADPAT "LL_unred" VALUE 1.041667 SHELLUNIFORMLOADSET "16 Kitchen/Dining" LOADPAT "Mass" VALUE 0.08333334 SHELLUNIFORMLOADSET "14 Pool" LOADPAT "SDL" VALUE 2.847222 SHELLUNIFORMLOADSET "14 Pool" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "14 Pool" LOADPAT "Mass" VALUE 2.847222 SHELLUNIFORMLOADSET "10 Outdoor Amenity" LOADPAT "SDL" VALUE 0.7291667 SHELLUNIFORMLOADSET "10 Outdoor Amenity" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "10 Outdoor Amenity" LOADPAT "Mass" VALUE 0.7291667 SHELLUNIFORMLOADSET "2 Balcony (Stacked)" LOADPAT "SDL" VALUE 0.06944445 SHELLUNIFORMLOADSET "2 Balcony (Stacked)" LOADPAT "LL_red" VALUE 0.4166667 SHELLUNIFORMLOADSET "2 Balcony (Stacked)" LOADPAT "Mass" VALUE 0.06944445 SHELLUNIFORMLOADSET "15 Office" LOADPAT "SDL" VALUE 0.2222222 SHELLUNIFORMLOADSET "15 Office" LOADPAT "LL_red" VALUE 0.3472222 SHELLUNIFORMLOADSET "15 Office" LOADPAT "Mass" VALUE 0.1527778 SHELLUNIFORMLOADSET "4 Parking" LOADPAT "SDL" VALUE 0.03472222 SHELLUNIFORMLOADSET "4 Parking" LOADPAT "LL_unred" VALUE 0.2777778 SHELLUNIFORMLOADSET "4 Parking" LOADPAT "Mass" VALUE 0.03472222 SHELLUNIFORMLOADSET "3 MEP" LOADPAT "SDL" VALUE 0.03472222 SHELLUNIFORMLOADSET "3 MEP" LOADPAT "LL_unred" VALUE 0.8680556 SHELLUNIFORMLOADSET "3 MEP" LOADPAT "Mass" VALUE 0.2517361 SHELLUNIFORMLOADSET "9 Water Tank" LOADPAT "SDL" VALUE 3.680556 SHELLUNIFORMLOADSET "9 Water Tank" LOADPAT "LL_unred" VALUE 0.2777778 SHELLUNIFORMLOADSET "9 Water Tank" LOADPAT "Mass" VALUE 3.680556 SHELLUNIFORMLOADSET "7 Lobby/Corridor" LOADPAT "SDL" VALUE 0.08333334 SHELLUNIFORMLOADSET "7 Lobby/Corridor" LOADPAT "LL_red" VALUE 0.6944444 SHELLUNIFORMLOADSET "7 Lobby/Corridor" LOADPAT "Mass" VALUE 0.08333334 SHELLUNIFORMLOADSET "8 GF/Retail/Lobbies" LOADPAT "SDL" VALUE 0.4375 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 312 SHELLUNIFORMLOADSET "8 GF/Retail/Lobbies" LOADPAT "LL_red" VALUE 0.6944444 SHELLUNIFORMLOADSET "8 GF/Retail/Lobbies" LOADPAT "Mass" VALUE 0.3680556 SHELLUNIFORMLOADSET "1 Hotel/Resi" LOADPAT "SDL" VALUE 0.2222222 SHELLUNIFORMLOADSET "1 Hotel/Resi" LOADPAT "LL_red" VALUE 0.2777778 SHELLUNIFORMLOADSET "1 Hotel/Resi" LOADPAT "Mass" VALUE 0.1527778 SHELLUNIFORMLOADSET "5 Ramp" LOADPAT "SDL" VALUE 0.03472222 SHELLUNIFORMLOADSET "5 Ramp" LOADPAT "LL_unred" VALUE 0.2777778 SHELLUNIFORMLOADSET "5 Ramp" LOADPAT "Mass" VALUE 0.03472222 SHELLUNIFORMLOADSET "17 Roadway/Landscape" LOADPAT "SDL" VALUE 1.493056 SHELLUNIFORMLOADSET "17 Roadway/Landscape" LOADPAT "LL_unred" VALUE 1.736111 SHELLUNIFORMLOADSET "17 Roadway/Landscape" LOADPAT "Mass" VALUE 1.493056 SHELLUNIFORMLOADSET "6 Indoor Amenity" LOADPAT "SDL" VALUE 0.2951389 SHELLUNIFORMLOADSET "6 Indoor Amenity" LOADPAT "Mass" VALUE 0.2256944 SHELLUNIFORMLOADSET "6 Indoor Amenity" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "18 Green roof" LOADPAT "SDL" VALUE 0.7291667 SHELLUNIFORMLOADSET "18 Green roof" LOADPAT "Mass" VALUE 0.7291667 SHELLUNIFORMLOADSET "18 Green roof" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "19 Planter (3'-0"")" LOADPAT "SDL" VALUE 2.673611 SHELLUNIFORMLOADSET "19 Planter (3'-0"")" LOADPAT "Mass" VALUE 2.673611 SHELLUNIFORMLOADSET "19 Planter (3'-0"")" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "7A Access Ramp" LOADPAT "SDL" VALUE 0.4166667 SHELLUNIFORMLOADSET "7A Access Ramp" LOADPAT "Mass" VALUE 0.4166667 SHELLUNIFORMLOADSET "7A Access Ramp" LOADPAT "LL_red" VALUE 0.6944444 SHELLUNIFORMLOADSET "19.1 Planter/Trees" LOADPAT "SDL" VALUE 4.513889 SHELLUNIFORMLOADSET "19.1 Planter/Trees" LOADPAT "Mass" VALUE 4.513889 SHELLUNIFORMLOADSET "19.1 Planter/Trees" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "20 Planter (4'-0"")" LOADPAT "SDL" VALUE 3.4375 SHELLUNIFORMLOADSET "20 Planter (4'-0"")" LOADPAT "Mass" VALUE 3.4375 SHELLUNIFORMLOADSET "20 Planter (4'-0"")" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "21 Medium Tree Planter" LOADPAT "SDL" VALUE 5.569445 SHELLUNIFORMLOADSET "21 Medium Tree Planter" LOADPAT "Mass" VALUE 5.569445 SHELLUNIFORMLOADSET "21 Medium Tree Planter" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "22 Heavy Tree Planter" LOADPAT "SDL" VALUE 4.354167 SHELLUNIFORMLOADSET "22 Heavy Tree Planter" LOADPAT "Mass" VALUE 4.354167 SHELLUNIFORMLOADSET "22 Heavy Tree Planter" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "15A Office with buildup slab" LOADPAT "SDL" VALUE 0.5 SHELLUNIFORMLOADSET "15A Office with buildup slab" LOADPAT "Mass" VALUE 0.4305556 SHELLUNIFORMLOADSET "15A Office with buildup slab" LOADPAT "LL_red" VALUE 0.3472222 SHELLUNIFORMLOADSET "21 + 3: Medium Planter + MEP+Foam+Topping" LOADPAT "SDL" VALUE 5.416667 SHELLUNIFORMLOADSET "21 + 3: Medium Planter + MEP+Foam+Topping" LOADPAT "Mass" VALUE 5.63368 SHELLUNIFORMLOADSET "21 + 3: Medium Planter + MEP+Foam+Topping" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "21 + 3: Medium Planter + MEP+Foam+Topping" LOADPAT "LL_unred" VALUE 0.8680556 SHELLUNIFORMLOADSET "21+11:Medium Planter + Storage+Foam+Topping" LOADPAT "SDL" VALUE 5.503472 SHELLUNIFORMLOADSET "21+11:Medium Planter + Storage+Foam+Topping" LOADPAT "Mass" VALUE 5.720486 SHELLUNIFORMLOADSET "21+11:Medium Planter + Storage+Foam+Topping" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "21+11:Medium Planter + Storage+Foam+Topping" LOADPAT "LL_unred" VALUE 0.8680556 SHELLUNIFORMLOADSET "10+3:Outdoor Amenity + MEP" LOADPAT "SDL" VALUE 0.7638889 SHELLUNIFORMLOADSET "10+3:Outdoor Amenity + MEP" LOADPAT "LL_unred" VALUE 1.5625 SHELLUNIFORMLOADSET "10+3:Outdoor Amenity + MEP" LOADPAT "Mass" VALUE 0.9809028 SHELLUNIFORMLOADSET "10+7: Outdoor Amenity + Lobby" LOADPAT "SDL" VALUE 0.8125 SHELLUNIFORMLOADSET "10+7: Outdoor Amenity + Lobby" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "10+7: Outdoor Amenity + Lobby" LOADPAT "Mass" VALUE 0.8125 SHELLUNIFORMLOADSET "10+7: Outdoor Amenity + Lobby" LOADPAT "LL_red" VALUE 0.6944444 SHELLUNIFORMLOADSET "10: Outdoor Amenity + Foam + Topping" LOADPAT "SDL" VALUE 1.770833 SHELLUNIFORMLOADSET "10: Outdoor Amenity + Foam + Topping" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "10: Outdoor Amenity + Foam + Topping" LOADPAT "Mass" VALUE 1.770833 $ SHELL OBJECT LOADS AREALOAD "F20" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F24" "L01" TYPE "UNIFLOADSET" "7A Access Ramp" AREALOAD "F26" "L01" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F27" "L01" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F29" "L01" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F30" "L01" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F31" "L01" TYPE "UNIFLOADSET" "11 Storage" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 313 AREALOAD "F32" "L01" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F33" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F34" "L01" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F35" "L01" TYPE "UNIFLOADSET" "7A Access Ramp" AREALOAD "F36" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F37" "L01" TYPE "UNIFLOADSET" "7A Access Ramp" AREALOAD "F38" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F40" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F42" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F44" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F46" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F52" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F54" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F55" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F57" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F58" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F59" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F60" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F49" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F62" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F63" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F85" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F65" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F66" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F67" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F68" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F69" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F70" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F71" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F72" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F73" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F74" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F75" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F76" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F259" "L01" TYPE "UNIFLOADSET" "7A Access Ramp" AREALOAD "F5" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F6" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F7" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F8" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F9" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F10" "L01" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F1" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F53" "L02" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F22" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F24" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F26" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F40" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F42" "L02" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F103" "L02" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F104" "L02" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F17" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F244" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F121" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F122" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F77" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F78" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F11" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F12" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F123" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F124" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F126" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F128" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F86" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F130" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F132" "L02" TYPE "UNIFLOADSET" "5 Ramp" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 314 AREALOAD "F90" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F134" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F135" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F136" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F32" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F138" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F139" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F140" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F35" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F142" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F5" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F144" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F145" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F147" "L02" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F101" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F148" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F149" "L02" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F150" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F106" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F107" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F13" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F14" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F15" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F16" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F6" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F82" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F95" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F121" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F126" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F124" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F100" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F144" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F102" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F147" "L03" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F105" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F142" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F109" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F138" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F110" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F134" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F111" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F130" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F112" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F149" "L03" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F77" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F78" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F12" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F123" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F104" "L03" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F115" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F106" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F107" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F249" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F40" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F118" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F37" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F119" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F34" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F143" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F38" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F17" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F42" "L03" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F146" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F103" "L03" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F151" "L03" TYPE "UNIFLOADSET" "4 Parking" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 315 AREALOAD "F29" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F30" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F26" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F27" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F24" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F22" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F153" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F259" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F278" "L03" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F295" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F42" "L04" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F34" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F143" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F135" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F137" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F131" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F90" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F133" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F29" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F127" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F86" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F129" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F26" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F24" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F22" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F153" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F12" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F103" "L04" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F38" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F40" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F37" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F119" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F139" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F141" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F98" "L04" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F99" "L04" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F114" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F117" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F152" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F154" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F155" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F156" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F5" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F6" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F145" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F82" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F109" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F138" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F110" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F134" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F111" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F130" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F126" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F159" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F124" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F160" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F149" "L04" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F121" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F105" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F142" "L04" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F100" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F144" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F102" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F147" "L04" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F249" "L04" TYPE "UNIFLOADSET" "4 Parking" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 316 AREALOAD "F1" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F259" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F278" "L04" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F295" "L04" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F42" "L05" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F34" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F143" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F135" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F137" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F131" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F90" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F133" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F29" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F127" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F86" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F129" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F26" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F24" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F22" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F153" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F12" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F103" "L05" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F38" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F40" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F37" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F119" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F139" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F141" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F98" "L05" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F99" "L05" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F114" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F117" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F152" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F154" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F155" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F156" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F5" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F6" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F145" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F82" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F109" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F138" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F110" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F134" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F111" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F130" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F126" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F159" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F124" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F160" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F149" "L05" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F121" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F105" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F142" "L05" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F100" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F144" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F102" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F147" "L05" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F249" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F1" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F259" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F278" "L05" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F295" "L05" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F144" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F147" "L06" TYPE "UNIFLOADSET" "3 MEP" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 317 AREALOAD "F37" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F40" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F19" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F82" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F16" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F5" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F6" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F14" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F101" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F95" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F103" "L06" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F112" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F149" "L06" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F244" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F121" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F1" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F35" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F29" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F26" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F258" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F90" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F133" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F86" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F129" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F93" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F224" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F135" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F139" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F149" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F285" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F286" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F287" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F288" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F289" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F290" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F291" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F292" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F293" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F178" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F179" "L07" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F180" "L07" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F181" "L07" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F6" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F145" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F82" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F278" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F12" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F182" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F165" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F181" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F169" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F178" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F172" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F179" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F189" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F180" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F190" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F193" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F194" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F195" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F6" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F197" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F145" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F82" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F199" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 318 AREALOAD "F200" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F201" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F202" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F203" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F204" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F205" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F206" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F207" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F208" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F209" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F210" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F211" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F212" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F213" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F214" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F215" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F216" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F217" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F218" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F219" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F220" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F221" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F222" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F223" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F77" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F162" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F12" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F166" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F170" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F171" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F181" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F169" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F178" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F172" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F179" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F189" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F180" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F190" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F278" "L15" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F226" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F115" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F200" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F201" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F202" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F203" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F204" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F205" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F208" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F209" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F210" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F211" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F246" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F220" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F221" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F222" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F223" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F212" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F213" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F206" "L15" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F207" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F307" "UPPER ROOF" TYPE "UNIFLOADSET" "12 Roof" AREALOAD "F310" "UPPER ROOF" TYPE "UNIFLOADSET" "12 Roof" AREALOAD "F48" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F56" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F145" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 319 AREALOAD "F82" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F259" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F278" "L02" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F295" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F53" "L03" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F226" "L03" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F42" "L06" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F146" "L06" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F34" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F143" "L06" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F43" "L06+" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F79" "L06+" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F320" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F92" "L06+" TYPE "UNIFLOADSET" "15 Office" AREALOAD "F81" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F297" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F96" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F225" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F240" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F247" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F308" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F229" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F230" "L06+" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F314" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.2659722 AREALOAD "F314" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.2659722 AREALOAD "F314" "L06+" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F318" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.2659722 AREALOAD "F318" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.2659722 AREALOAD "F318" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F267" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F235" "L06+" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F236" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F113" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F158" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F167" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F173" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F174" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F227" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F242" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F243" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F278" "L08" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F166" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F162" "L08" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F158" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L08" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L08" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F113" "L08" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L08" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F174" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L08" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F167" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F173" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F227" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L08" TYPE "UNIFLOADSET" "7 Lobby/Corridor" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 320 AREALOAD "F242" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F122" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F77" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F163" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F12" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F165" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F181" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F169" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F178" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F172" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F179" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F189" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F180" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F190" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F193" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F194" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F195" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F6" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F197" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F145" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F82" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F199" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F200" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F201" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F202" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F203" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F204" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F205" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F206" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F207" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F208" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F209" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F210" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F211" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F212" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F213" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F214" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F215" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F216" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F217" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F218" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F219" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F220" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F221" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F222" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F223" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F278" "L14" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F166" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F162" "L14" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F158" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L14" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L14" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F113" "L14" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L14" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F174" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L14" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F167" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F173" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F227" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L14" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F242" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F122" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 321 AREALOAD "F77" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F163" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F12" "L14" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F165" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F181" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F169" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F178" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F172" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F179" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F189" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F180" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F190" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F193" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F194" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F195" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F6" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F197" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F145" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F82" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F199" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F200" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F201" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F202" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F203" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F204" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F205" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F206" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F207" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F208" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F209" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F210" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F211" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F212" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F213" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F214" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F215" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F216" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F217" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F218" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F219" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F220" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F221" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F222" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F223" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F278" "L13" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F166" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F162" "L13" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F158" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L13" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L13" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F113" "L13" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L13" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F174" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L13" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F167" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F173" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F227" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L13" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F242" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F122" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F77" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F163" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 322 AREALOAD "F12" "L13" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F165" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F181" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F169" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F178" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F172" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F179" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F189" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F180" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F190" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F193" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F194" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F195" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F6" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F197" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F145" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F82" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F199" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F200" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F201" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F202" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F203" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F204" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F205" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F206" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F207" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F208" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F209" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F210" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F211" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F212" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F213" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F214" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F215" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F216" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F217" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F218" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F219" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F220" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F221" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F222" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F223" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F278" "L12" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F166" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F162" "L12" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F158" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L12" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L12" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F113" "L12" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L12" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F174" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L12" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F167" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F173" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F227" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L12" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F242" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F122" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F77" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F163" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F12" "L12" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F165" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 323 AREALOAD "F181" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F169" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F178" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F172" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F179" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F189" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F180" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F190" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F193" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F194" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F195" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F6" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F197" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F145" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F82" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F199" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F200" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F201" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F202" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F203" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F204" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F205" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F206" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F207" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F208" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F209" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F210" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F211" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F212" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F213" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F214" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F215" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F216" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F217" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F218" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F219" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F220" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F221" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F222" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F223" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F278" "L11" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F166" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F162" "L11" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F158" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L11" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L11" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F113" "L11" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L11" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F174" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L11" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F167" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F173" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F227" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L11" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F242" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F122" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F77" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F163" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F12" "L11" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F165" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F181" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F169" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 324 AREALOAD "F178" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F172" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F179" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F189" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F180" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F190" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F193" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F194" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F195" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F6" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F197" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F145" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F82" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F199" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F200" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F201" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F202" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F203" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F204" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F205" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F206" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F207" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F208" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F209" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F210" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F211" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F212" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F213" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F214" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F215" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F216" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F217" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F218" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F219" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F220" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F221" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F222" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F223" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F278" "L10" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F166" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F162" "L10" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F158" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L10" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L10" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F113" "L10" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L10" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F174" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L10" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F167" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F173" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F227" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L10" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F242" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F122" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F77" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F163" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F12" "L10" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F165" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F181" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F169" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F178" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F172" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 325 AREALOAD "F179" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F189" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F180" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F190" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F193" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F194" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F195" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F6" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F197" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F145" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F82" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F199" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F200" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F201" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F202" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F203" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F204" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F205" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F206" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F207" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F208" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F209" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F210" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F211" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F212" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F213" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F214" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F215" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F216" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F217" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F218" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F219" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F220" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F221" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F222" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F223" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F278" "L09" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F166" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F162" "L09" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F158" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L09" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L09" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F113" "L09" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L09" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F174" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L09" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F167" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F173" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F227" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L09" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F242" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F122" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F77" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F163" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F12" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F242" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F243" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F158" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F164" "L15" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F87" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F94" "L15" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F97" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 326 AREALOAD "F113" "L15" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F125" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F157" "L15" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F174" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F227" "L15" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F268" "L15" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F23" "L15" TYPE "UNIFLOADSET" "15A Office with buildup slab" AREALOAD "F175" "L15" TYPE "UNIFLOADSET" "15A Office with buildup slab" AREALOAD "F253" "L15" TYPE "UNIFLOADSET" "15A Office with buildup slab" AREALOAD "F278" "ROOF" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F339" "ROOF" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F264" "ROOF" TYPE "UNIFLOADSET" "12 Roof" AREALOAD "F92" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F263" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F2" "L01" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F271" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F116" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F362" "L01" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F265" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F4" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F234" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F266" "L01" TYPE "UNIFLOADSET" "8 GF/Retail/Lobbies" AREALOAD "F272" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F273" "L01" TYPE "UNIFLOADSET" "15 Office" AREALOAD "F283" "L01" TYPE "UNIFLOADSET" "15 Office" AREALOAD "F275" "L01" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F282" "L01" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F176" "L01" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F372" "L01" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F238" "L02" TYPE "UNIFLOADSET" "4 Parking" AREALOAD "F373" "L02" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F374" "L06" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F375" "L06" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F193" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F194" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F202" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F206" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F208" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F210" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F212" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F214" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F215" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F216" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F218" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F220" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F222" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F341" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F269" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F274" "L07" TYPE "UNIFLOADSET" "20 Planter (4'-0"")" AREALOAD "F342" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F239" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F241" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F161" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F188" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F374" "L03" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F375" "L03" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F374" "L04" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F375" "L04" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F374" "L05" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F375" "L05" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F374" "L07" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F375" "L07" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F374" "L08" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F375" "L08" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F376" "L15" TYPE "UNIFLOADSET" "7 Lobby/Corridor" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 327 AREALOAD "F377" "L14" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F376" "L14" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F377" "L13" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F376" "L13" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F377" "L12" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F376" "L12" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F377" "L11" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F376" "L11" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F377" "L10" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F376" "L10" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F377" "L09" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F376" "L09" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F378" "L15" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F29" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F254" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F261" "L02" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F255" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F256" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F257" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F301" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F302" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F84" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F304" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F276" "L06+" TYPE "UNIFLOADSET" "20 Planter (4'-0"")" AREALOAD "F299" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F306" "L06+" TYPE "UNIFLOADSET" "22 Heavy Tree Planter" AREALOAD "F309" "L06+" TYPE "UNIFLOADSET" "20 Planter (4'-0"")" AREALOAD "F315" "L06+" TYPE "UNIFLOADSET" "22 Heavy Tree Planter" AREALOAD "F316" "L06+" TYPE "UNIFLOADSET" "17 Roadway/Landscape" AREALOAD "F335" "L06+" TYPE "UNIFLOADSET" "19 Planter (3'-0"")" AREALOAD "F340" "L06+" TYPE "UNIFLOADSET" "19 Planter (3'-0"")" AREALOAD "F345" "L06+" TYPE "UNIFLOADSET" "22 Heavy Tree Planter" AREALOAD "F346" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F39" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F233" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 1.041667 AREALOAD "F233" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 1.041667 AREALOAD "F233" "L06+" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F379" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.2659722 AREALOAD "F379" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.2659722 AREALOAD "F379" "L06+" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F279" "L07" TYPE "UNIFLOADSET" "20 Planter (4'-0"")" AREALOAD "F280" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F311" "L07" TYPE "UNIFLOADSET" "20 Planter (4'-0"")" AREALOAD "F312" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F344" "L07" TYPE "UNIFLOADSET" "19 Planter (3'-0"")" AREALOAD "F347" "L07" TYPE "UNIFLOADSET" "19 Planter (3'-0"")" AREALOAD "F348" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F349" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F350" "L07" TYPE "UNIFLOADSET" "19 Planter (3'-0"")" AREALOAD "F336" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F351" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F380" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F381" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F25" "L15" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F191" "L15" TYPE "UNIFLOADSET" "7A Access Ramp" AREALOAD "F262" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F294" "L15" TYPE "UNIFLOADSET" "22 Heavy Tree Planter" AREALOAD "F321" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F323" "L15" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F354" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F371" "L15" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F365" "L15" TYPE "UNIFLOADSET" "22 Heavy Tree Planter" AREALOAD "F251" "L15" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F277" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F317" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 328 AREALOAD "F322" "L15" TYPE "UNIFLOADSET" "20 Planter (4'-0"")" AREALOAD "F325" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F328" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F353" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F355" "L15" TYPE "UNIFLOADSET" "20 Planter (4'-0"")" AREALOAD "F363" "L15" TYPE "UNIFLOADSET" "20 Planter (4'-0"")" AREALOAD "F369" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F368" "L15" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F298" "L15" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F177" "L15" TYPE "UNIFLOADSET" "15A Office with buildup slab" AREALOAD "F168" "L02" TYPE "UNIFLOADSET" "7 Lobby/Corridor" AREALOAD "F382" "L07" TYPE "UNIFLOADSET" "2 Balcony (Stacked)" AREALOAD "F3" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F18" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.2256944 AREALOAD "F18" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.2256944 AREALOAD "F18" "L06+" TYPE "UNIFLOADSET" "14 Pool" AREALOAD "F224" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F225" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F240" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F247" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F185" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F245" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F303" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F305" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F184" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F187" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F21" "L06+" TYPE "UNIFLOADSET" "3 MEP" AREALOAD "F50" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F51" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F196" "L06+" TYPE "UNIFLOADSET" "6 Indoor Amenity" AREALOAD "F252" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F319" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F324" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F326" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F327" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F329" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F330" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F331" "L03" TYPE "UNIFLOADSET" "5 Ramp" AREALOAD "F192" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F232" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.2256944 AREALOAD "F232" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.2256944 AREALOAD "F232" "L06+" TYPE "UNIFLOADSET" "14 Pool" AREALOAD "F248" "L06+" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.2256944 AREALOAD "F248" "L06+" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.2256944 AREALOAD "F248" "L06+" TYPE "UNIFLOADSET" "14 Pool" AREALOAD "F198" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F237" "L06+" TYPE "UNIFLOADSET" "11 Storage" AREALOAD "F88" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F228" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F357" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F360" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F28" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F367" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F61" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F313" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F332" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F83" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F337" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F41" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F343" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F64" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F80" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F89" "L07" TYPE "UNIFLOADSET" "21 Medium Tree Planter" AREALOAD "F91" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F120" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 329 AREALOAD "F108" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F183" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F359" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F186" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F231" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F260" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" AREALOAD "F296" "L07" TYPE "UNIFLOADSET" "10 Outdoor Amenity" $ ANALYSIS OPTIONS ACTIVEDOF "UX UY UZ RX RY RZ" MODELHINGESINLINKS "Yes" HINGEDAMPINGOPTION "KT" PDELTA METHOD "ITERATIVE" TOL 0.0001 PDELTA LOAD "Dead" FACTOR 1.2 PDELTA LOAD "SDL" FACTOR 1.2 PDELTA LOAD "LL_red" FACTOR 1 PDELTA LOAD "LL_unred" FACTOR 1 PDELTA LOAD "LL_roof" FACTOR 1 AUTOMESHOPTIONS MESHTYPE "RECTANGULAR" LOCALIZEDFLOORMESHING "Yes" FLOORMESHMERGEJOINTS "Yes" FLOORMESHMAXSIZE 48 WALLMESHMAXSIZE 60 $ MASS SOURCE MASSSOURCE "MsSrc1" INCLUDEELEMENTS "Yes" INCLUDEADDEDMASS "No" INCLUDELOADS "Yes" INCLUDEMOVE "No" INCLUDELATERALMASS "Yes" INCLUDEVERTICALMASS "No" LUMPATSTORIES "Yes" ISDEFAULT "Yes" MASSSOURCELOAD "MsSrc1" "Mass" 1 $ FUNCTIONS FUNCTION "RampTH" FUNCTYPE "HISTORY" HISTTYPE "USER" FUNCTION "RampTH" TIMEVAL "0 0 1 1 4 1" FUNCTION "UnifTH" FUNCTYPE "HISTORY" HISTTYPE "USER" FUNCTION "UnifTH" TIMEVAL "0 1 1 1" FUNCTION "3B-Prelim Geotech" FUNCTYPE "SPECTRUM" DAMPRATIO 0.05 SPECTYPE "USER" FUNCTION "3B-Prelim Geotech" TIMEVAL "0.01 0.501 0.02 0.502 0.03 0.52 0.05 0.595 0.075 0.714 0.1 0.837 0.15 1.023 0.2 1.163" FUNCTION "3B-Prelim Geotech" TIMEVAL "0.25 1.277 0.3 1.307 0.4 1.258 0.5 1.177 0.75 0.931 1 0.73 1.5 0.491 2 0.358" FUNCTION "3B-Prelim Geotech" TIMEVAL "3 0.227 4 0.161 5 0.123 7.5 0.082 10 0.049" FUNCTION "DBE-RS" FUNCTYPE "SPECTRUM" DAMPRATIO 0.05 SPECTYPE "USER" FUNCTION "DBE-RS" TIMEVAL "0 0.4708 0.1251 1.177 0.6253 1.177 0.8 0.92 1 0.736 1.2 0.6133 1.4 0.5257 1.6 0.46" FUNCTION "DBE-RS" TIMEVAL "1.8 0.4089 2 0.368 2.5 0.2944 3 0.2453 3.5 0.2103 4 0.184 4.5 0.1636 5 0.1472" FUNCTION "DBE-RS" TIMEVAL "5.5 0.1338 6 0.1227 6.5 0.1132 7 0.1051 7.5 0.0981 8 0.092 8.5 0.0815 9 0.0727" FUNCTION "DBE-RS" TIMEVAL "9.5 0.0652 10 0.0589" $ GENERALIZED DISPLACEMENTS $ LOAD CASES LOADCASE "Modal-Ritz" TYPE "Modal - Ritz" INITCOND "PRESET" LOADCASE "Modal-Ritz" ACCEL "UX" LOADCASE "Modal-Ritz" ACCEL "UY" LOADCASE "Modal-Ritz" ACCEL "RZ" LOADCASE "Modal-Ritz" MAXMODES 30 MINMODES 1 LOADCASE "Modal-Eigen" TYPE "Modal - Eigen" INITCOND "PRESET" LOADCASE "Modal-Eigen" MAXMODES 40 MINMODES 1 EIGENSHIFTFREQ 0 EIGENCUTOFF 0 EIGENTOL 1E-09 LOADCASE "Dead" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "Dead" LOADPAT "Dead" SF 1 LOADCASE "SDL" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "SDL" LOADPAT "SDL" SF 1 LOADCASE "LL_red" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "LL_red" LOADPAT "LL_red" SF 1 LOADCASE "LL_unred" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "LL_unred" LOADPAT "LL_unred" SF 1 LOADCASE "LL_roof" TYPE "Linear Static" INITCOND "PRESET" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 330 LOADCASE "LL_roof" LOADPAT "LL_roof" SF 1 LOADCASE "ELFX" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFX" LOADPAT "ELFX" SF 1 LOADCASE "ELFY" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFY" LOADPAT "ELFY" SF 1 LOADCASE "RSX" TYPE "Response Spectrum" MODALCASE "Modal-Ritz" LOADCASE "RSX" ACCEL "U1" FUNC "DBE-RS" SF 187.337 LOADCASE "RSX" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSX" ECCENRATIOTYPICAL 0.055 LOADCASE "RSY" TYPE "Response Spectrum" MODALCASE "Modal-Ritz" LOADCASE "RSY" ACCEL "U2" FUNC "DBE-RS" SF 161.241 LOADCASE "RSY" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSY" ECCENRATIOTYPICAL 0.063 LOADCASE "ELFX_Drift" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFX_Drift" LOADPAT "ELFX_Drift" SF 1 LOADCASE "ELFY_Drift" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFY_Drift" LOADPAT "ELFY_Drift" SF 1 LOADCASE "W10yr" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "W10yr" LOADPAT "ASCE7 Wind_10yr" SF 1 LOADCASE "W700yr" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "W700yr" LOADPAT "ASCE7 Wind" SF 1 LOADCASE "Mass" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "Mass" LOADPAT "Mass" SF 1 LOADCASE "RSX_Drift" TYPE "Response Spectrum" MODALCASE "Modal -Ritz" LOADCASE "RSX_Drift" ACCEL "U1" FUNC "DBE-RS" SF 77.28 LOADCASE "RSX_Drift" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSX_Drift" ECCENRATIOTYPICAL 0.051 LOADCASE "RSY_Drift" TYPE "Response Spectrum" MODALCASE "Modal -Ritz" LOADCASE "RSY_Drift" ACCEL "U2" FUNC "DBE-RS" SF 77.28 LOADCASE "RSY_Drift" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSY_Drift" ECCENRATIOTYPICAL 0.066 LOADCASE "RSX-3b" TYPE "Response Spectrum" MODALCASE "Modal-Ritz" LOADCASE "RSX-3b" ACCEL "U1" FUNC "3B-Prelim Geotech" SF 112.07 LOADCASE "RSX-3b" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSX-3b" ECCENRATIOTYPICAL 0.05 LOADCASE "RSY-3b" TYPE "Response Spectrum" MODALCASE "Modal-Ritz" LOADCASE "RSY-3b" ACCEL "U2" FUNC "3B-Prelim Geotech" SF 86.244 LOADCASE "RSY-3b" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSY-3b" ECCENRATIOTYPICAL 0.05 LOADCASE "RSY-3b" ECCENOVERWRITE 85.56 ECCENSTORY "L02" ECCENDIAPH "D1-Semi" LOADCASE "RSY-3b" ECCENOVERWRITE 73.2 ECCENSTORY "L03" ECCENDIAPH "D1-Semi" LOADCASE "RSX_3b_Drift" TYPE "Response Spectrum" MODALCASE "Modal -Ritz" LOADCASE "RSX_3b_Drift" ACCEL "U1" FUNC "3B-Prelim Geotech" SF 386.089 LOADCASE "RSX_3b_Drift" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSX_3b_Drift" ECCENRATIOTYPICAL 0.051 LOADCASE "RSY_3b_Drift" TYPE "Response Spectrum" MODALCASE "Modal -Ritz" LOADCASE "RSY_3b_Drift" ACCEL "U2" FUNC "3B-Prelim Geotech" SF 386.089 LOADCASE "RSY_3b_Drift" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSY_3b_Drift" ECCENRATIOTYPICAL 0.066 LOADCASE "LL" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "LL" LOADPAT "LL_red" SF 1 LOADCASE "LL" LOADPAT "LL_roof" SF 1 LOADCASE "LL" LOADPAT "LL_unred" SF 1 $ LOAD COMBINATIONS COMBO "AltASD1: 1.0D+1.0L" TYPE "Linear Add" COMBO "AltASD1: 1.0D+1.0L" DESIGN "Concrete" COMBOTYPE "Strength" COMBO "AltASD1: 1.0D+1.0L" LOADCASE "Dead" SF 1 COMBO "AltASD1: 1.0D+1.0L" LOADCASE "SDL" SF 1 COMBO "AltASD1: 1.0D+1.0L" LOADCASE "LL_red" SF 0.4 COMBO "AltASD1: 1.0D+1.0L" LOADCASE "LL_unred" SF 1 COMBO "Env LRFD" TYPE "Envelope" COMBO "Env LRFD" LOADCOMBO "LRFD1: 1.4D" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD2: 1.2D+1.6L+0.5Lr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" SF 1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 331 COMBO "Env LRFD" LOADCOMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD6.1: 0.9D+1.0W700yr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD6.2: 0.9D-1.0W700yr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" SF 1 COMBO "LRFD1: 1.4D" TYPE "Linear Add" COMBO "LRFD1: 1.4D" DESIGN "Concrete" COMBOTYPE "Strength" COMBO "LRFD1: 1.4D" LOADCASE "Dead" SF 1.4 COMBO "LRFD1: 1.4D" LOADCASE "SDL" SF 1.4 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" TYPE "Linear Add" COMBO "LRFD2: 1.2D+1.6L+0.5Lr" DESIGN "Concrete" COMBOTYPE "Strength" COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "Dead" SF 1.2 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "SDL" SF 1.2 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "LL_red" SF 1.6 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "LL_unred" SF 1.6 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "LL_roof" SF 0.5 COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" TYPE "Linear Add" COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" LOADCASE "Dead" SF 1.2 COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" LOADCASE "SDL" SF 1.2 COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" LOADCASE "LL_roof" SF 1.6 COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" LOADCASE "W700yr" SF -0.5 COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" TYPE "Linear Add" COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" LOADCASE "Dead" SF 1.2 COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" LOADCASE "SDL" SF 1.2 COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" LOADCASE "LL_roof" SF 1.6 COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" LOADCASE "W700yr" SF 0.5 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" TYPE "Linear Add" COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "Dead" SF 1.2 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "SDL" SF 1.2 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "W700yr" SF -1 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_red" SF 1 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_unred" SF 1 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_roof" SF 0.5 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" TYPE "Linear Add" COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "Dead" SF 1.2 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "SDL" SF 1.2 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "W700yr" SF 1 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_red" SF 1 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_unred" SF 1 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_roof" SF 0.5 COMBO "LRFD6.1: 0.9D+1.0W700yr" TYPE "Linear Add" COMBO "LRFD6.1: 0.9D+1.0W700yr" LOADCASE "Dead" SF 0.9 COMBO "LRFD6.1: 0.9D+1.0W700yr" LOADCASE "SDL" SF 0.9 COMBO "LRFD6.1: 0.9D+1.0W700yr" LOADCASE "W700yr" SF 1 COMBO "LRFD6.2: 0.9D-1.0W700yr" TYPE "Linear Add" COMBO "LRFD6.2: 0.9D-1.0W700yr" LOADCASE "Dead" SF 0.9 COMBO "LRFD6.2: 0.9D-1.0W700yr" LOADCASE "SDL" SF 0.9 COMBO "LRFD6.2: 0.9D-1.0W700yr" LOADCASE "W700yr" SF -1 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "ELFX" SF 1 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "ELFY" SF 0.3 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "ELFX" SF 1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 332 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "ELFY" SF -0.3 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "ELFX" SF -1 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "ELFY" SF 0.3 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "ELFX" SF -1 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "ELFY" SF -0.3 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" TYPE "Linear Add" COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "ELFY" SF 1 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "ELFX" SF 0.3 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" TYPE "Linear Add" COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "ELFY" SF 1 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "ELFX" SF -0.3 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" TYPE "Linear Add" COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "ELFY" SF -1 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "ELFX" SF 0.3 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" TYPE "Linear Add" COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "ELFY" SF -1 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "ELFX" SF -0.3 COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" TYPE "Linear Add" COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" LOADCASE "ELFX" SF 1 COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" LOADCASE "ELFY" SF 0.3 COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" TYPE "Linear Add" COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" LOADCASE "ELFX" SF 1 COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" LOADCASE "ELFY" SF -0.3 COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" TYPE "Linear Add" COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" LOADCASE "ELFX" SF -1 COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" LOADCASE "ELFY" SF 0.3 COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" TYPE "Linear Add" COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" LOADCASE "ELFX" SF -1 COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" LOADCASE "ELFY" SF -0.3 COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" TYPE "Linear Add" COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" LOADCASE "Dead" SF 0.6646 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 333 COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" LOADCASE "ELFY" SF 1 COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" LOADCASE "ELFX" SF 0.3 COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" TYPE "Linear Add" COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" LOADCASE "ELFY" SF 1 COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" LOADCASE "ELFX" SF -0.3 COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" TYPE "Linear Add" COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" LOADCASE "ELFY" SF -1 COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" LOADCASE "ELFX" SF 0.3 COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" TYPE "Linear Add" COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" LOADCASE "ELFY" SF -1 COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" LOADCASE "ELFX" SF -0.3 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "ELFX" SF 0.7143 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "ELFY" SF 0.2143 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "ELFX" SF 0.7143 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "ELFY" SF -0.2143 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "ELFX" SF -0.7143 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "ELFY" SF 0.2143 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "ELFX" SF -0.7143 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "ELFY" SF -0.2143 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "ELFY" SF 0.7143 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "ELFX" SF 0.2143 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "ELFY" SF 0.7143 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "ELFX" SF -0.2143 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "LL_unred" SF 1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 334 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "ELFY" SF -0.7143 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "ELFX" SF 0.2143 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "ELFY" SF -0.7143 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "ELFX" SF -0.2143 COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" LOADCASE "ELFX" SF 0.7143 COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" LOADCASE "ELFY" SF 0.2143 COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" LOADCASE "ELFX" SF 0.7143 COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" LOADCASE "ELFY" SF -0.2143 COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" LOADCASE "ELFX" SF -0.7143 COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" LOADCASE "ELFY" SF 0.2143 COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" LOADCASE "ELFX" SF -0.7143 COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" LOADCASE "ELFY" SF -0.2143 COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" LOADCASE "ELFY" SF 0.7143 COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" LOADCASE "ELFX" SF 0.2143 COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" LOADCASE "ELFY" SF 0.7143 COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" LOADCASE "ELFX" SF -0.2143 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" LOADCASE "ELFY" SF -0.7143 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" LOADCASE "ELFX" SF 0.2143 COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" LOADCASE "ELFY" SF -0.7143 COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" LOADCASE "ELFX" SF -0.2143 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "RSX -3b" SF 1 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "RSY -3b" SF 0.3 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "RSX-3b" SF 0.3 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "RSY-3b" SF 1 COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" TYPE "Linear Add" COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" LOADCASE "Dead" SF 0.6646 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 335 COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" LOADCASE "RSX-3b" SF 1 COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" LOADCASE "RSY-3b" SF 0.3 COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" TYPE "Linear Add" COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" LOADCASE "RSX-3b" SF 0.3 COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" LOADCASE "RSY-3b" SF 1 COMBO "ENV_seismic" TYPE "Envelope" COMBO "ENV_seismic" LOADCOMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" SF 1 COMBO "ENV_seismic" LOADCOMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" SF 1 COMBO "ENV_seismic" LOADCOMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" SF 1 COMBO "ENV_seismic" LOADCOMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" SF 1 COMBO "LRFD5.11: 1.2D+Cd(RSX+0.3RSY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.11: 1.2D+Cd(RSX+0.3RSY)+1.0L" LOADCASE "Dead" SF 1.2 COMBO "LRFD5.11: 1.2D+Cd(RSX+0.3RSY)+1.0L" LOADCASE "SDL" SF 1.2 COMBO "LRFD5.11: 1.2D+Cd(RSX+0.3RSY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.11: 1.2D+Cd(RSX+0.3RSY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.11: 1.2D+Cd(RSX+0.3RSY)+1.0L" LOADCASE "RSX-3b" SF 5 COMBO "LRFD5.11: 1.2D+Cd(RSX+0.3RSY)+1.0L" LOADCASE "RSY-3b" SF 1.5 COMBO "LRFD5.12: 1.2D+Cd(0.3RSX+RSY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.12: 1.2D+Cd(0.3RSX+RSY)+1.0L" LOADCASE "Dead" SF 1.2 COMBO "LRFD5.12: 1.2D+Cd(0.3RSX+RSY)+1.0L" LOADCASE "SDL" SF 1.2 COMBO "LRFD5.12: 1.2D+Cd(0.3RSX+RSY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.12: 1.2D+Cd(0.3RSX+RSY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.12: 1.2D+Cd(0.3RSX+RSY)+1.0L" LOADCASE "RSX-3b" SF 1.5 COMBO "LRFD5.12: 1.2D+Cd(0.3RSX+RSY)+1.0L" LOADCASE "RSY-3b" SF 5 COMBO "LRFD7.12: 0.9D+Cd(RSX+0.3RSY)" TYPE "Linear Add" COMBO "LRFD7.12: 0.9D+Cd(RSX+0.3RSY)" LOADCASE "Dead" SF 0.9 COMBO "LRFD7.12: 0.9D+Cd(RSX+0.3RSY)" LOADCASE "SDL" SF 0.9 COMBO "LRFD7.12: 0.9D+Cd(RSX+0.3RSY)" LOADCASE "RSX-3b" SF 5 COMBO "LRFD7.12: 0.9D+Cd(RSX+0.3RSY)" LOADCASE "RSY-3b" SF 1.5 COMBO "LRFD7.11: 0.9D+Cd(RSY+0.3RSX)" TYPE "Linear Add" COMBO "LRFD7.11: 0.9D+Cd(RSY+0.3RSX)" LOADCASE "Dead" SF 0.9 COMBO "LRFD7.11: 0.9D+Cd(RSY+0.3RSX)" LOADCASE "SDL" SF 0.9 COMBO "LRFD7.11: 0.9D+Cd(RSY+0.3RSX)" LOADCASE "RSX-3b" SF 1.5 COMBO "LRFD7.11: 0.9D+Cd(RSY+0.3RSX)" LOADCASE "RSY-3b" SF 5 COMBO "1.0DL" TYPE "Linear Add" COMBO "1.0DL" LOADCASE "Dead" SF 1 COMBO "1.0DL" LOADCASE "SDL" SF 1 COMBO "1.0LL" TYPE "Linear Add" COMBO "1.0LL" LOADCASE "LL_red" SF 1 COMBO "1.0LL" LOADCASE "LL_unred" SF 1 COMBO "1.0LL" LOADCASE "LL_roof" SF 1 $ STEEL DESIGN PREFERENCES STEELPREFERENCE CODE "AISC 360-16" THDESIGN "EVERYSTEP-ALL" FRAMETYPE "SMF" STEELPREFERENCE SDC "D" IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 0.5 STEELPREFERENCE SYSTEMR 8 OMEGA0 3 SYSTEMCD 5.5 STEELPREFERENCE PROVISION "LRFD" ANALYSISMETHOD "DIRECT ANALYSIS" SECONDORDERMETHOD "GENERAL 2ND ORDER" STIFFNESSREDUCTIONMETHOD "TAU-B FIXED" AANOTIONALTOLATERALCOMBOS "NO" BETA 1.3 BETAOMEGA 1.6 STEELPREFERENCE PHIBAISC05 0.9 PHICAISC05 0.9 PHITYAISC05 0.9 PHITFAISC05 0.75 STEELPREFERENCE PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 STEELPREFERENCE IGNORESEISMICCODE "NO" IGNORESPECIALSEISMICLOAD "NO" ISDOUBLERPLATEPLUGWELDED "YES" STEELPREFERENCE HSSWELDINGTYPE "ERW" REDUCEHSSTHICKNESS "NO" STEELPREFERENCE CONSIDERDEFLECTION "YES" STEELPREFERENCE DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 STEELPREFERENCE PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 $ CONCRETE DESIGN PREFERENCES CONCRETEPREFERENCE CODE "ACI 318-14" THDESIGN "EVERYSTEP-ALL" CONSIDERMINECCENTRICITY "YES" DESIGNFORBCCR "YES" CONCRETEPREFERENCE IGNOREBENEFICIALPUINBEAMDESIGN "NO" CONCRETEPREFERENCE NUMINTERCURVES 24 NUMINTERPOINTS 11 PATTERNLLF 0.75 UFLIMIT 1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 336 CONCRETEPREFERENCE SDC "D" OMEGA0 2 RHO 1 SDS 0.5 CONSIDERICC_ESR2017 "NO" CONCRETEPREFERENCE PHITENSIONCTRL 0.9 PHICOMPRESSIONCTRLTIED 0.65 PHICOMPRESSIONCTRLSPIRAL 0.75 CONCRETEPREFERENCE PHISHEARTORSION 0.75 PHISHEARSEISMIC 0.6 PHISHEARJOINT 0.85 CONCRETEPREFERENCE USERSTRESS "NO" INITCONCRAT 0.8 LLFRACTION 0.5 $ COMPOSITE DESIGN PREFERENCES COMPOSITEPREFERENCE CODE "AISC 360-16" COMPOSITEPREFERENCE PHI-B 0.9 PHI-BCNE 0.9 PHI-BCNP 0.9 PHI-BCPP 0.9 PHI-V 0.9 PHI-C 0.9 PHI-T 0.9 COMPOSITEPREFERENCE SHORED "NO" WITHAXIALFORCE "NO" %MIDDLERANGE 70 PATTERNLLF 0.75 SRLIMIT 1 COMPOSITEPREFERENCE MIN%COMPOSITE 25 MAX%COMPOSITE 100 SINGLESEGMENT "NO" COMPOSITEPREFERENCE MINLONGSPACING 4.5 MAXLONGSPACING 36 MINTRANSSPACING 3 MAXSTUDSPERROW 3 COMPOSITEPREFERENCE DLLIMIT 0 SLLIMIT 240 LLLIMIT 360 TLLIMIT 240 CREEPFACTOR 1 COMPOSITEPREFERENCE CALCULATECAMBER "YES" %DLCAMBER 80 MINDEPTHFORCAMBER 13.5 MINWEBTHICKFORCAMBER 0.25 MINSPANFORCAMBER 288 COMPOSITEPREFERENCE CAMBERIGNORE 0.75 CAMBERELMIN 900 CAMBERABSMAX 6 CAMBERRELMAX 180 CAMBERINTERVAL 0.25 CAMBERROUNDDOWN "YES" COMPOSITEPREFERENCE %VIBLL 25 CONSIDERFREQ "NO" MINFREQ 8 CONSIDERDAMP "NO" %INHERENTDAMP 4 COMPOSITEPREFERENCE VIBRATIONCRITERION "WALKING" OCCUPANCYCATEGORY "PAPEROFFICE" DAMPINGRATIO 0.025 WALKINGACCELERATIONLIMIT 0.005 COMPOSITEPREFERENCE RHYTHMICACTIVITY "AEROBICS" AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE" COMPOSITEPREFERENCE RHYTHMICACCELERATIONLIMIT 0.005 UPPERSTEPFREQUENCY 2.75 LOWERSTEPFREQUENCY 2 NUMBERFREQUENCIES 16 COMPOSITEPREFERENCE EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM" VIBVELOCITYLIMIT 8000 WALKINGSPEED "VERYSLOW" COMPOSITEPREFERENCE SENSITIVIBFSTEP 1.25 SENSVIBFL 6 SENSVIBFU 8 SENSVIBGAMMA 0.1 COMPOSITEPREFERENCE OPTIMIZEPRICE "YES" STEELPRICE 1 CONNECTORPRICE 2 CAMBERPRICE 0.1 $ COMPOSITE COLUMN DESIGN PREFERENCES COMPOSITECOLUMNPREFERENCE CODE "AISC 360-10" THDESIGN "EVERYSTEP-ALL" COMPOSITECOLUMNPREFERENCE PROVISION "LRFD" ANALYSISMETHOD "DIRECT ANALYSIS" SECONDORDERMETHOD "GENERAL 2ND ORDER" STIFFNESSREDUCTIONMETHOD "TAU-B FIXED" COMPOSITECOLUMNPREFERENCE PHIBAISC05 0.9 PHICAISC05 0.75 PHITYAISC05 0.9 PHITFAISC05 0.75 COMPOSITECOLUMNPREFERENCE PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 COMPOSITECOLUMNPREFERENCE IGNORESEISMICCODE "NO" IGNORESPECIALSEISMICLOAD "NO" ISDOUBLERPLATEPLUGWELDED "YES" COMPOSITECOLUMNPREFERENCE HSSWELDINGTYPE "ERW" REDUCEHSSTHICKNESS "NO" COMPOSITECOLUMNPREFERENCE PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 $ WALL DESIGN PREFERENCES WALLPREFERENCE CODE "ACI 318-14" THDESIGN "EVERYSTEP-ALL" WALLPREFERENCE REBARMATERIAL "A615Gr60" REBARSHEARMATERIAL "A615Gr60" WALLPREFERENCE RHO 1 SDS 1.02 I 1 CD 5 PHI-TCTRL 0.9 PHI-CCTRL 0.65 PHI-SHEAR 0.75 PHI-SHEARSEIS 0.6 PMAXFACTOR 0.8 WALLPREFERENCE NUMCURVES 24 NUMPOINTS 11 WALLPREFERENCE PTMAX 0.06 PCMAX 0.04 IPMAX 0.04 IPMIN 0.0025 WALLPREFERENCE UFLIMIT 0.95 $ CONCRETE SLAB DESIGN PREFERENCES CONCRETESLABPREFERENCE CODE "ACI 318-14" PHITENACI 0.9 PHICOMPACI 0.65 PHISHEARACI 0.75 CONCRETESLABPREFERENCE IGNOREBENEFICIALPUINSLABDESIGN "YES" PATTERNLLF 0.75 CONCRETESLABPREFERENCE COVERTOP 0.75 COVERBOT 0.75 BARSIZE "#6" INNERLAYER "B" PTCGSTOP 1 PTCGSBOTEXT 1.75 PTCGSBOTINT 1 SLABTYPE "Two Way" CONCRETESLABPREFERENCE USERSTRESS "No" INITCONCRAT 0.8 LLFRACTION 0.5 $ SECTION CUTS SECTIONCUT "L2_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 138 SECTIONCUT "L2_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 150 SECTIONCUT "L2_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 150 SECTIONCUT "L2_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 138 SECTIONCUT "L2_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 138 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 337 SECTIONCUT "L2_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 150 SECTIONCUT "L2_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 150 SECTIONCUT "L2_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 138 SECTIONCUT "L2_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 138 SECTIONCUT "L2_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 150 SECTIONCUT "L2_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 150 SECTIONCUT "L2_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 138 SECTIONCUT "L2_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 138 SECTIONCUT "L2_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 150 SECTIONCUT "L2_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 150 SECTIONCUT "L2_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 138 SECTIONCUT "L2_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 138 SECTIONCUT "L2_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 150 SECTIONCUT "L2_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 150 SECTIONCUT "L2_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 138 SECTIONCUT "L2_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 138 SECTIONCUT "L2_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 150 SECTIONCUT "L2_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 150 SECTIONCUT "L2_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 138 SECTIONCUT "L2_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 138 SECTIONCUT "L2_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 150 SECTIONCUT "L2_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 150 SECTIONCUT "L2_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 138 SECTIONCUT "L2_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 138 SECTIONCUT "L2_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 150 SECTIONCUT "L2_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 150 SECTIONCUT "L2_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 138 SECTIONCUT "L2_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 138 SECTIONCUT "L2_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 150 SECTIONCUT "L2_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 150 SECTIONCUT "L2_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 138 SECTIONCUT "L2_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 138 SECTIONCUT "L2_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 150 SECTIONCUT "L2_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 150 SECTIONCUT "L2_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 138 SECTIONCUT "L2_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 138 SECTIONCUT "L2_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 150 SECTIONCUT "L2_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 150 SECTIONCUT "L2_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 138 SECTIONCUT "L2_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 807.7512 Y 1289.399 Z 144 ROTABOUTZ 3.19 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_12" QUADPOINT 1 QUADX 824.0424 QUADY 997.4172 QUADZ 138 SECTIONCUT "L2_SCut_12" QUADPOINT 2 QUADX 824.0424 QUADY 997.4172 QUADZ 150 SECTIONCUT "L2_SCut_12" QUADPOINT 3 QUADX 791.46 QUADY 1581.382 QUADZ 150 SECTIONCUT "L2_SCut_12" QUADPOINT 4 QUADX 791.46 QUADY 1581.382 QUADZ 138 SECTIONCUT "L2_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 338 SECTIONCUT "L2_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 138 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 339 SECTIONCUT "L2_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 144 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 138 SECTIONCUT "L2_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 150 SECTIONCUT "L2_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 150 SECTIONCUT "L2_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 138 SECTIONCUT "L2_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 144 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 138 SECTIONCUT "L2_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 150 SECTIONCUT "L2_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 150 SECTIONCUT "L2_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 138 SECTIONCUT "L2_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 144 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 138 SECTIONCUT "L2_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 150 SECTIONCUT "L2_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 150 SECTIONCUT "L2_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 138 SECTIONCUT "L2_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 144 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 138 SECTIONCUT "L2_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 150 SECTIONCUT "L2_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 150 SECTIONCUT "L2_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 138 SECTIONCUT "L3_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 254.0004 SECTIONCUT "L3_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 266.0004 SECTIONCUT "L3_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 266.0004 SECTIONCUT "L3_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 254.0004 SECTIONCUT "L3_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 254.0004 SECTIONCUT "L3_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 266.0004 SECTIONCUT "L3_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 266.0004 SECTIONCUT "L3_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 254.0004 SECTIONCUT "L3_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 254.0004 SECTIONCUT "L3_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 266.0004 SECTIONCUT "L3_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 266.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 340 SECTIONCUT "L3_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 254.0004 SECTIONCUT "L3_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 254.0004 SECTIONCUT "L3_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 266.0004 SECTIONCUT "L3_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 266.0004 SECTIONCUT "L3_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 254.0004 SECTIONCUT "L3_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 254.0004 SECTIONCUT "L3_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 266.0004 SECTIONCUT "L3_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 266.0004 SECTIONCUT "L3_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 254.0004 SECTIONCUT "L3_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 254.0004 SECTIONCUT "L3_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 266.0004 SECTIONCUT "L3_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 266.0004 SECTIONCUT "L3_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 254.0004 SECTIONCUT "L3_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 254.0004 SECTIONCUT "L3_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 266.0004 SECTIONCUT "L3_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 266.0004 SECTIONCUT "L3_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 254.0004 SECTIONCUT "L3_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 254.0004 SECTIONCUT "L3_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 266.0004 SECTIONCUT "L3_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 266.0004 SECTIONCUT "L3_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 254.0004 SECTIONCUT "L3_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 254.0004 SECTIONCUT "L3_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 266.0004 SECTIONCUT "L3_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 266.0004 SECTIONCUT "L3_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 254.0004 SECTIONCUT "L3_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 254.0004 SECTIONCUT "L3_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 266.0004 SECTIONCUT "L3_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 266.0004 SECTIONCUT "L3_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 254.0004 SECTIONCUT "L3_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 583.0518 Y 1123.457 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_11" QUADPOINT 1 QUADX 322.5012 QUADY 1342.085 QUADZ 254.0004 SECTIONCUT "L3_SCut_11" QUADPOINT 2 QUADX 322.5012 QUADY 1342.085 QUADZ 266.0004 SECTIONCUT "L3_SCut_11" QUADPOINT 3 QUADX 843.6024 QUADY 904.8288 QUADZ 266.0004 SECTIONCUT "L3_SCut_11" QUADPOINT 4 QUADX 843.6024 QUADY 904.8288 QUADZ 254.0004 SECTIONCUT "L3_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 697.2744 Y 1131.038 Z 260.0004 ROTABOUTZ 43.5 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_12" QUADPOINT 1 QUADX 570.5064 QUADY 1264.66 QUADZ 254.0004 SECTIONCUT "L3_SCut_12" QUADPOINT 2 QUADX 570.5064 QUADY 1264.66 QUADZ 266.0004 SECTIONCUT "L3_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 266.0004 SECTIONCUT "L3_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 254.0004 SECTIONCUT "L3_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 828.5388 Y 1195.726 Z 260.0004 ROTABOUTZ 9.03 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_13" QUADPOINT 1 QUADX 791.46 QUADY 1428.922 QUADZ 254.0004 SECTIONCUT "L3_SCut_13" QUADPOINT 2 QUADX 791.46 QUADY 1428.922 QUADZ 266.0004 SECTIONCUT "L3_SCut_13" QUADPOINT 3 QUADX 865.6176 QUADY 962.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_13" QUADPOINT 4 QUADX 865.6176 QUADY 962.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_14" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_14" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 266.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 341 SECTIONCUT "L3_SCut_14" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_14" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_15" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_15" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_15" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_15" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_16" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_16" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_16" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_16" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_17" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_17" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_17" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_17" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_18" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_18" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_18" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_18" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_19" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_19" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_19" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_19" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_20" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_20" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_20" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_20" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_21" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_21" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_21" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_21" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_22" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_22" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_22" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_22" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_23" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_23" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_23" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_23" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_24" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_24" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_24" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_24" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_25" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 254.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 342 SECTIONCUT "L3_SCut_25" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_25" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_25" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_26" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_26" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_26" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_26" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_27" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_27" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_27" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_27" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_28" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_28" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_28" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_28" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_28" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 260.0004 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 254.0004 SECTIONCUT "L3_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 266.0004 SECTIONCUT "L3_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 254.0004 SECTIONCUT "L3_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 260.0004 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 254.0004 SECTIONCUT "L3_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 254.0004 SECTIONCUT "L3_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 260.0004 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 254.0004 SECTIONCUT "L3_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 266.0004 SECTIONCUT "L3_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 254.0004 SECTIONCUT "L3_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 260.0004 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 254.0004 SECTIONCUT "L3_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 254.0004 SECTIONCUT "L4_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 369.9996 SECTIONCUT "L4_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 381.9996 SECTIONCUT "L4_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 381.9996 SECTIONCUT "L4_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 369.9996 SECTIONCUT "L4_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 369.9996 SECTIONCUT "L4_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 381.9996 SECTIONCUT "L4_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 381.9996 SECTIONCUT "L4_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 369.9996 SECTIONCUT "L4_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 369.9996 SECTIONCUT "L4_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 381.9996 SECTIONCUT "L4_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 381.9996 SECTIONCUT "L4_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 369.9996 SECTIONCUT "L4_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 343 SECTIONCUT "L4_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 369.9996 SECTIONCUT "L4_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 381.9996 SECTIONCUT "L4_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 381.9996 SECTIONCUT "L4_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 369.9996 SECTIONCUT "L4_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 369.9996 SECTIONCUT "L4_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 381.9996 SECTIONCUT "L4_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 381.9996 SECTIONCUT "L4_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 369.9996 SECTIONCUT "L4_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 369.9996 SECTIONCUT "L4_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 381.9996 SECTIONCUT "L4_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 381.9996 SECTIONCUT "L4_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 369.9996 SECTIONCUT "L4_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 369.9996 SECTIONCUT "L4_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 381.9996 SECTIONCUT "L4_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 381.9996 SECTIONCUT "L4_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 369.9996 SECTIONCUT "L4_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 369.9996 SECTIONCUT "L4_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 381.9996 SECTIONCUT "L4_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 381.9996 SECTIONCUT "L4_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 369.9996 SECTIONCUT "L4_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 369.9996 SECTIONCUT "L4_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 381.9996 SECTIONCUT "L4_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 381.9996 SECTIONCUT "L4_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 369.9996 SECTIONCUT "L4_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 369.9996 SECTIONCUT "L4_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 381.9996 SECTIONCUT "L4_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 381.9996 SECTIONCUT "L4_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 369.9996 SECTIONCUT "L4_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 369.9996 SECTIONCUT "L4_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 381.9996 SECTIONCUT "L4_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 381.9996 SECTIONCUT "L4_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 369.9996 SECTIONCUT "L4_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 745.884 Y 1268.275 Z 375.9996 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_12" QUADPOINT 1 QUADX 667.7256 QUADY 1539.133 QUADZ 369.9996 SECTIONCUT "L4_SCut_12" QUADPOINT 2 QUADX 667.7256 QUADY 1539.133 QUADZ 381.9996 SECTIONCUT "L4_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 381.9996 SECTIONCUT "L4_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 369.9996 SECTIONCUT "L4_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 369.9996 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 344 SECTIONCUT "L4_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 381.9996 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 345 SECTIONCUT "L4_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 375.9996 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 369.9996 SECTIONCUT "L4_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 381.9996 SECTIONCUT "L4_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 375.9996 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 375.9996 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 369.9996 SECTIONCUT "L4_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 381.9996 SECTIONCUT "L4_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 375.9996 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 369.9996 SECTIONCUT "L5_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 486 SECTIONCUT "L5_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 498 SECTIONCUT "L5_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 498 SECTIONCUT "L5_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 486 SECTIONCUT "L5_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 486 SECTIONCUT "L5_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 498 SECTIONCUT "L5_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 498 SECTIONCUT "L5_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 486 SECTIONCUT "L5_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 486 SECTIONCUT "L5_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 498 SECTIONCUT "L5_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 498 SECTIONCUT "L5_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 486 SECTIONCUT "L5_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 486 SECTIONCUT "L5_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 498 SECTIONCUT "L5_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 498 SECTIONCUT "L5_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 486 SECTIONCUT "L5_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 486 SECTIONCUT "L5_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 498 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 346 SECTIONCUT "L5_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 498 SECTIONCUT "L5_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 486 SECTIONCUT "L5_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 486 SECTIONCUT "L5_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 498 SECTIONCUT "L5_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 498 SECTIONCUT "L5_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 486 SECTIONCUT "L5_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 486 SECTIONCUT "L5_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 498 SECTIONCUT "L5_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 498 SECTIONCUT "L5_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 486 SECTIONCUT "L5_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 486 SECTIONCUT "L5_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 498 SECTIONCUT "L5_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 498 SECTIONCUT "L5_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 486 SECTIONCUT "L5_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 486 SECTIONCUT "L5_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 498 SECTIONCUT "L5_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 498 SECTIONCUT "L5_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 486 SECTIONCUT "L5_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 486 SECTIONCUT "L5_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 498 SECTIONCUT "L5_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 498 SECTIONCUT "L5_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 486 SECTIONCUT "L5_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 486 SECTIONCUT "L5_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 498 SECTIONCUT "L5_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 498 SECTIONCUT "L5_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 486 SECTIONCUT "L5_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 744.7392 Y 1269.236 Z 492 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_12" QUADPOINT 1 QUADX 665.436 QUADY 1541.054 QUADZ 486 SECTIONCUT "L5_SCut_12" QUADPOINT 2 QUADX 665.436 QUADY 1541.054 QUADZ 498 SECTIONCUT "L5_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 498 SECTIONCUT "L5_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 486 SECTIONCUT "L5_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 486 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 347 SECTIONCUT "L5_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 348 SECTIONCUT "L5_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 492 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 486 SECTIONCUT "L5_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 498 SECTIONCUT "L5_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 498 SECTIONCUT "L5_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 486 SECTIONCUT "L5_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 492 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 486 SECTIONCUT "L5_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 498 SECTIONCUT "L5_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 498 SECTIONCUT "L5_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 486 SECTIONCUT "L5_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 492 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 486 SECTIONCUT "L5_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 498 SECTIONCUT "L5_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 498 SECTIONCUT "L5_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 486 SECTIONCUT "L5_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 492 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 486 SECTIONCUT "L5_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 498 SECTIONCUT "L5_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 498 SECTIONCUT "L5_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 486 SECTIONCUT "L6_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 602.0004 SECTIONCUT "L6_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 614.0004 SECTIONCUT "L6_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 614.0004 SECTIONCUT "L6_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 602.0004 SECTIONCUT "L6_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 602.0004 SECTIONCUT "L6_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 614.0004 SECTIONCUT "L6_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 614.0004 SECTIONCUT "L6_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 602.0004 SECTIONCUT "L6_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 602.0004 SECTIONCUT "L6_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 614.0004 SECTIONCUT "L6_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 614.0004 SECTIONCUT "L6_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 602.0004 SECTIONCUT "L6_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 602.0004 SECTIONCUT "L6_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 614.0004 SECTIONCUT "L6_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 614.0004 SECTIONCUT "L6_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 602.0004 SECTIONCUT "L6_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 602.0004 SECTIONCUT "L6_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 614.0004 SECTIONCUT "L6_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 614.0004 SECTIONCUT "L6_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 602.0004 SECTIONCUT "L6_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 602.0004 SECTIONCUT "L6_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 614.0004 SECTIONCUT "L6_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 614.0004 SECTIONCUT "L6_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 602.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 349 SECTIONCUT "L6_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 602.0004 SECTIONCUT "L6_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 614.0004 SECTIONCUT "L6_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 614.0004 SECTIONCUT "L6_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 602.0004 SECTIONCUT "L6_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 602.0004 SECTIONCUT "L6_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 614.0004 SECTIONCUT "L6_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 614.0004 SECTIONCUT "L6_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 602.0004 SECTIONCUT "L6_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 602.0004 SECTIONCUT "L6_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 614.0004 SECTIONCUT "L6_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 614.0004 SECTIONCUT "L6_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 602.0004 SECTIONCUT "L6_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 602.0004 SECTIONCUT "L6_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 614.0004 SECTIONCUT "L6_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 614.0004 SECTIONCUT "L6_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 602.0004 SECTIONCUT "L6_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 602.0004 SECTIONCUT "L6_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 614.0004 SECTIONCUT "L6_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 614.0004 SECTIONCUT "L6_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 602.0004 SECTIONCUT "L6_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 744.7392 Y 1269.236 Z 608.0004 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_12" QUADPOINT 1 QUADX 665.436 QUADY 1541.054 QUADZ 602.0004 SECTIONCUT "L6_SCut_12" QUADPOINT 2 QUADX 665.436 QUADY 1541.054 QUADZ 614.0004 SECTIONCUT "L6_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 614.0004 SECTIONCUT "L6_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 602.0004 SECTIONCUT "L6_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 614.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 350 SECTIONCUT "L6_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 608.0004 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 602.0004 SECTIONCUT "L6_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 614.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 351 SECTIONCUT "L6_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 608.0004 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 608.0004 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 602.0004 SECTIONCUT "L6_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 614.0004 SECTIONCUT "L6_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 608.0004 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 602.0004 SECTIONCUT "L7_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 717.9996 SECTIONCUT "L7_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 729.9996 SECTIONCUT "L7_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 729.9996 SECTIONCUT "L7_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 717.9996 SECTIONCUT "L7_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 717.9996 SECTIONCUT "L7_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 729.9996 SECTIONCUT "L7_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 729.9996 SECTIONCUT "L7_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 717.9996 SECTIONCUT "L7_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 717.9996 SECTIONCUT "L7_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 729.9996 SECTIONCUT "L7_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 729.9996 SECTIONCUT "L7_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 717.9996 SECTIONCUT "L7_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 717.9996 SECTIONCUT "L7_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 729.9996 SECTIONCUT "L7_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 729.9996 SECTIONCUT "L7_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 717.9996 SECTIONCUT "L7_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 717.9996 SECTIONCUT "L7_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 729.9996 SECTIONCUT "L7_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 729.9996 SECTIONCUT "L7_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 717.9996 SECTIONCUT "L7_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 717.9996 SECTIONCUT "L7_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 729.9996 SECTIONCUT "L7_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 729.9996 SECTIONCUT "L7_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 717.9996 SECTIONCUT "L7_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 717.9996 SECTIONCUT "L7_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 729.9996 SECTIONCUT "L7_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 729.9996 SECTIONCUT "L7_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 717.9996 SECTIONCUT "L7_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 717.9996 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 352 SECTIONCUT "L7_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 729.9996 SECTIONCUT "L7_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 729.9996 SECTIONCUT "L7_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 717.9996 SECTIONCUT "L7_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 717.9996 SECTIONCUT "L7_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 729.9996 SECTIONCUT "L7_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 729.9996 SECTIONCUT "L7_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 717.9996 SECTIONCUT "L7_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 717.9996 SECTIONCUT "L7_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 729.9996 SECTIONCUT "L7_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 729.9996 SECTIONCUT "L7_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 717.9996 SECTIONCUT "L7_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 717.9996 SECTIONCUT "L7_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 729.9996 SECTIONCUT "L7_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 729.9996 SECTIONCUT "L7_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 717.9996 SECTIONCUT "L7_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 745.884 Y 1268.275 Z 723.9996 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_12" QUADPOINT 1 QUADX 667.7256 QUADY 1539.133 QUADZ 717.9996 SECTIONCUT "L7_SCut_12" QUADPOINT 2 QUADX 667.7256 QUADY 1539.133 QUADZ 729.9996 SECTIONCUT "L7_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 729.9996 SECTIONCUT "L7_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 717.9996 SECTIONCUT "L7_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 353 SECTIONCUT "L7_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 723.9996 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 717.9996 SECTIONCUT "L7_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 729.9996 SECTIONCUT "L7_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 723.9996 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 717.9996 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 354 SECTIONCUT "L7_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 723.9996 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 717.9996 SECTIONCUT "L7_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 729.9996 SECTIONCUT "L7_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 723.9996 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 717.9996 SECTIONCUT "Roof_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 834 SECTIONCUT "Roof_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 846 SECTIONCUT "Roof_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 846 SECTIONCUT "Roof_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 834 SECTIONCUT "Roof_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 834 SECTIONCUT "Roof_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 846 SECTIONCUT "Roof_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 846 SECTIONCUT "Roof_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 834 SECTIONCUT "Roof_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 834 SECTIONCUT "Roof_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 846 SECTIONCUT "Roof_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 846 SECTIONCUT "Roof_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 834 SECTIONCUT "Roof_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 834 SECTIONCUT "Roof_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 846 SECTIONCUT "Roof_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 846 SECTIONCUT "Roof_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 834 SECTIONCUT "Roof_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 834 SECTIONCUT "Roof_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 846 SECTIONCUT "Roof_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 846 SECTIONCUT "Roof_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 834 SECTIONCUT "Roof_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 834 SECTIONCUT "Roof_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 846 SECTIONCUT "Roof_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 846 SECTIONCUT "Roof_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 834 SECTIONCUT "Roof_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 834 SECTIONCUT "Roof_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 846 SECTIONCUT "Roof_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 846 SECTIONCUT "Roof_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 834 SECTIONCUT "Roof_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 834 SECTIONCUT "Roof_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 846 SECTIONCUT "Roof_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 846 SECTIONCUT "Roof_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 834 SECTIONCUT "Roof_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 834 SECTIONCUT "Roof_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 846 SECTIONCUT "Roof_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 846 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 355 SECTIONCUT "Roof_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 834 SECTIONCUT "Roof_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 834 SECTIONCUT "Roof_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 846 SECTIONCUT "Roof_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 846 SECTIONCUT "Roof_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 834 SECTIONCUT "Roof_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 834 SECTIONCUT "Roof_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 846 SECTIONCUT "Roof_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 846 SECTIONCUT "Roof_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 834 SECTIONCUT "Roof_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 745.884 Y 1268.275 Z 840 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_12" QUADPOINT 1 QUADX 667.7256 QUADY 1539.133 QUADZ 834 SECTIONCUT "Roof_SCut_12" QUADPOINT 2 QUADX 667.7256 QUADY 1539.133 QUADZ 846 SECTIONCUT "Roof_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 846 SECTIONCUT "Roof_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 834 SECTIONCUT "Roof_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 846 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 356 SECTIONCUT "Roof_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 840 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 834 SECTIONCUT "Roof_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 846 SECTIONCUT "Roof_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 846 SECTIONCUT "Roof_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 834 SECTIONCUT "Roof_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 840 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 834 SECTIONCUT "Roof_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 846 SECTIONCUT "Roof_SCut_XN2" QUADPOINT 3 QUADX 2223.586 QUADY 1253.156 QUADZ 846 SECTIONCUT "Roof_SCut_XN2" QUADPOINT 4 QUADX 2223.586 QUADY 1253.156 QUADZ 834 SECTIONCUT "Roof_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 840 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 834 SECTIONCUT "Roof_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 846 SECTIONCUT "Roof_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 846 SECTIONCUT "Roof_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 834 SECTIONCUT "Roof_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 840 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 834 SECTIONCUT "Roof_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 846 SECTIONCUT "Roof_SCut_XS2" QUADPOINT 3 QUADX 2223.586 QUADY 1229.156 QUADZ 846 SECTIONCUT "Roof_SCut_XS2" QUADPOINT 4 QUADX 2223.586 QUADY 1229.156 QUADZ 834 $ DIMENSION LINES DIMLINE DEFAULTSYSTEM G1 $ DEVELOPED ELEVATIONS ELEVATION "CW1" PTCOORDS "470 909 470 510" ELEVATION "CW3" PTCOORDS "808 909 808 510" ELEVATION "CW5" PTCOORDS "1999 909 1999 510.0149" ELEVATION "CW7" PTCOORDS "2337 510.0149 2337 909" $ TABLE SETS $ DATABASE TABLE NAMED SETS DBTABLESET "DB_SeismicCoefficient" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 357 "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_SeismicCoefficient" "Load Pattern Definitions - Auto Seismic - ASCE 7-16" DBTABLESETTABLEKEY "DB_SeismicCoefficient" "Mass Summary by Story" DBTABLESETTABLEKEY "DB_SeismicCoefficient" "Modal Participating Mass Ratios" DBTABLESETTABLEKEY "DB_SeismicCoefficient" "Story Forces" DBTABLESETLOADPATTERN "DB_SeismicCoefficient" "ELFX" DBTABLESETLOADPATTERN "DB_SeismicCoefficient" "ELFY" DBTABLESETLOADCASE "DB_SeismicCoefficient" "ELFX" DBTABLESETLOADCASE "DB_SeismicCoefficient" "ELFY" DBTABLESETLOADCASE "DB_SeismicCoefficient" "RSX-3b" DBTABLESETLOADCASE "DB_SeismicCoefficient" "RSY-3b" DBTABLESET "DB_LBForces" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOA DCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_LBForces" "Spandrel Section Properties" DBTABLESETTABLEKEY "DB_LBForces" "Spandrel Forces" DBTABLESETLOADPATTERN "DB_LBForces" "ELFX" DBTABLESETLOADPATTERN "DB_LBForces" "ELFY" DBTABLESETCOMBO "DB_LBForces" "Env LRFD" DBTABLESET "DB_WallShearForces" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_WallShearForces" "Pier Section Properties" DBTABLESETTABLEKEY "DB_WallShearForces" "Pier Forces" DBTABLESETLOADPATTERN "DB_WallShearForces" "ELFX" DBTABLESETLOADPATTERN "DB_WallShearForces" "ELFY" DBTABLESETCOMBO "DB_WallShearForces" "Env LRFD" DBTABLESET "DB_WallShearDesign" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_WallShearDesign" "Pier Section Properties" DBTABLESETTABLEKEY "DB_WallShearDesign" "Pier Forces" DBTABLESETLOADPATTERN "DB_WallShearDesign" "ELFX" DBTABLESETLOADPATTERN "DB_WallShearDesign" "ELFY" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD1: 1.4D" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD2: 1.2D+1.6L+0.5Lr" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD6.1: 0.9D+1.0W700yr" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD6.2: 0.9D-1.0W700yr" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" DBTABLESETCOMBO "DB_WallShearDesign" "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" DBTABLESET "DB_Torsion" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_Torsion" "Joint Displacements" DBTABLESETLOADPATTERN "DB_Torsion" "ELFX" DBTABLESETLOADPATTERN "DB_Torsion" "ELFY" DBTABLESETLOADCASE "DB_Torsion" "ELFX" DBTABLESETLOADCASE "DB_Torsion" "ELFY" DBTABLESETLOADCASE "DB_Torsion" "RSX-3b" DBTABLESETLOADCASE "DB_Torsion" "RSY-3b" DBTABLESET "DB_Drift" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCO MBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 358 DBTABLESETTABLEKEY "DB_Drift" "Joint Displacements" DBTABLESETLOADPATTERN "DB_Drift" "ELFX" DBTABLESETLOADPATTERN "DB_Drift" "ELFY" DBTABLESETLOADCASE "DB_Drift" "ELFX_Drift" DBTABLESETLOADCASE "DB_Drift" "ELFY_Drift" DBTABLESETLOADCASE "DB_Drift" "RSX_3b_Drift" DBTABLESETLOADCASE "DB_Drift" "RSY_3b_Drift" DBTABLESET "DB_LBDesign" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOA DCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_LBDesign" "Spandrel Section Properties" DBTABLESETTABLEKEY "DB_LBDesign" "Spandrel Forces" DBTABLESETLOADPATTERN "DB_LBDesign" "ELFX" DBTABLESETLOADPATTERN "DB_LBDesign" "ELFY" DBTABLESETCOMBO "DB_LBDesign" "LRFD1: 1.4D" DBTABLESETCOMBO "DB_LBDesign" "LRFD2: 1.2D+1.6L+0.5Lr" DBTABLESETCOMBO "DB_LBDesign" "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" DBTABLESETCOMBO "DB_LBDesign" "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" DBTABLESETCOMBO "DB_LBDesign" "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" DBTABLESETCOMBO "DB_LBDesign" "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" DBTABLESETCOMBO "DB_LBDesign" "LRFD6.1: 0.9D+1.0W700yr" DBTABLESETCOMBO "DB_LBDesign" "LRFD6.2: 0.9D-1.0W700yr" DBTABLESETCOMBO "DB_LBDesign" "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" DBTABLESETCOMBO "DB_LBDesign" "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" DBTABLESETCOMBO "DB_LBDesign" "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" DBTABLESETCOMBO "DB_LBDesign" "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" DBTABLESET "DB_SAFE_GravityPointLoad" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_SAFE_GravityPointLoad" "Point Object Connectivity" DBTABLESETTABLEKEY "DB_SAFE_GravityPointLoad" "Joint Reactions" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "Dead" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "SDL" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "LL_red" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "LL_unred" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "LL_roof" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "ELFX" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "ELFY" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "ELFX_Drift" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "ELFY_Drift" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "ASCE7 Wind" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "ASCE7 Wind_10yr" DBTABLESETLOADPATTERN "DB_SAFE_GravityPointLoad" "Mass" DBTABLESETLOADCASE "DB_SAFE_GravityPointLoad" "Dead" DBTABLESETLOADCASE "DB_SAFE_GravityPointLoad" "SDL" DBTABLESETLOADCASE "DB_SAFE_GravityPointLoad" "LL_red" DBTABLESETLOADCASE "DB_SAFE_GravityPointLoad" "LL_unred" DBTABLESETLOADCASE "DB_SAFE_GravityPointLoad" "LL_roof" DBTABLESET "DB_PierForcesGravity" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_PierForcesGravity" "Pier Section Properties" DBTABLESETTABLEKEY "DB_PierForcesGravity" "Pier Forces" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "Dead" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "SDL" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "LL_red" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "LL_unred" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "LL_roof" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "ELFX" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "ELFY" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "ELFX_Drift" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "ELFY_Drift" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 359 DBTABLESETLOADPATTERN "DB_PierForcesGravity" "ASCE7 Wind" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "ASCE7 Wind_10yr" DBTABLESETLOADPATTERN "DB_PierForcesGravity" "Mass" DBTABLESETLOADCASE "DB_PierForcesGravity" "Dead" DBTABLESETLOADCASE "DB_PierForcesGravity" "SDL" DBTABLESETLOADCASE "DB_PierForcesGravity" "LL_red" DBTABLESETLOADCASE "DB_PierForcesGravity" "LL_unred" DBTABLESETLOADCASE "DB_PierForcesGravity" "LL_roof" DBTABLESET "DB_PierForcesSeismic" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_PierForcesSeismic" "Pier Section Properties" DBTABLESETTABLEKEY "DB_PierForcesSeismic" "Pier Forces" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "Dead" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "SDL" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "LL_red" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "LL_unred" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "LL_roof" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "ELFX" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "ELFY" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "ELFX_Drift" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "ELFY_Drift" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "ASCE7 Wind" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "ASCE7 Wind_10yr" DBTABLESETLOADPATTERN "DB_PierForcesSeismic" "Mass" DBTABLESETLOADCASE "DB_PierForcesSeismic" "ELFX" DBTABLESETLOADCASE "DB_PierForcesSeismic" "ELFY" DBTABLESETLOADCASE "DB_PierForcesSeismic" "RSX-3b" DBTABLESETLOADCASE "DB_PierForcesSeismic" "RSY-3b" DBTABLESET "DB_SAFESeismicPointLoad" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_SAFESeismicPointLoad" "Point Object Connectivity" DBTABLESETTABLEKEY "DB_SAFESeismicPointLoad" "Joint Reactions" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "Dead" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "SDL" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "LL_red" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "LL_unred" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "LL_roof" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "ELFX" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "ELFY" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "ELFX_Drift" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "ELFY_Drift" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "ASCE7 Wind" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "ASCE7 Wind_10yr" DBTABLESETLOADPATTERN "DB_SAFESeismicPointLoad" "Mass" DBTABLESETLOADCASE "DB_SAFESeismicPointLoad" "ELFX" DBTABLESETLOADCASE "DB_SAFESeismicPointLoad" "ELFY" DBTABLESETLOADCASE "DB_SAFESeismicPointLoad" "RSX-3b" DBTABLESETLOADCASE "DB_SAFESeismicPointLoad" "RSY-3b" DBTABLESET "DB_StoryForces" ISUSERBASEREAC "No" ISALLMODES "No" STARTMODE 1 ENDMODE 12 ISALLBUCKLINGMODES "No" STARTBUCKLINGMODE 1 ENDBUCKLINGMODE 6 MULTISTEP "Stepped" NLSTATIC "Envelopes" MODALHIST "Envelopes" DIRECTHIST "Envelopes" LOADCOMBO "Envelopes" UNFORMATTED "No" EXPOSEALL "No" DBTABLESETTABLEKEY "DB_StoryForces" "Story Forces" DBTABLESETLOADPATTERN "DB_StoryForces" "ELFX" DBTABLESETLOADPATTERN "DB_StoryForces" "ELFY" DBTABLESETLOADPATTERN "DB_StoryForces" "ASCE7 Wind" DBTABLESETLOADPATTERN "DB_StoryForces" "ASCE7 Wind_10yr" DBTABLESETLOADCASE "DB_StoryForces" "ELFX" DBTABLESETLOADCASE "DB_StoryForces" "ELFY" DBTABLESETLOADCASE "DB_StoryForces" "W10yr" DBTABLESETLOADCASE "DB_StoryForces" "W700yr" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 360 DBTABLESETLOADCASE "DB_StoryForces" "RSX-3b" DBTABLESETLOADCASE "DB_StoryForces" "RSY-3b" $ PROJECT INFORMATION PROJECTINFO COMPANYNAME "Thornton Tomasetti, Inc." MODELNAME "UCI VERANO 8_BUILDING D_STRUC - Structural Plan - D - LEVEL 03" 6.1.2 ETABS INPUT FILE (HOTEL) A printout of the linear elastic ETABS input file for the Hotel is included for reference. $ PROGRAM INFORMATION PROGRAM "ETABS" VERSION "18.1.2" $ CONTROLS UNITS "LB" "IN" "F" TITLE1 "Thornton Tomasetti, Inc." TITLE2 "3rd Broadway " PREFERENCE MERGETOL 0.1 RLLF METHOD "NONE" $ STORIES - IN SEQUENCE FROM TOP STORY "ROOF" HEIGHT 144 MASTERSTORY "Yes" STORY "L16" HEIGHT 138 MASTERSTORY "Yes" STORY "L15" HEIGHT 138 MASTERSTORY "Yes" STORY "L14" HEIGHT 138 MASTERSTORY "Yes" STORY "L13" HEIGHT 138 MASTERSTORY "Yes" STORY "L12" HEIGHT 138 MASTERSTORY "Yes" STORY "L11" HEIGHT 204 STORY "L10" HEIGHT 138 STORY "L09" HEIGHT 138 STORY "L08" HEIGHT 138 STORY "L07" HEIGHT 138 STORY "L06" HEIGHT 138 STORY "L05" HEIGHT 138 STORY "L04" HEIGHT 138 STORY "L03" HEIGHT 138 STORY "L02" HEIGHT 240 STORY "L01" HEIGHT 132 STORY "Base" ELEV -132 $ GRIDS GRIDSYSTEM "G1" TYPE "CARTESIAN" BUBBLESIZE 60 GRID "G1" LABEL "R17" DIR "X" COORD 0 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R16" DIR "X" COORD 282 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R15" DIR "X" COORD 534 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R14" DIR "X" COORD 872.0004 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R13" DIR "X" COORD 1210 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R12" DIR "X" COORD 1548 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R11" DIR "X" COORD 1886 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R10" DIR "X" COORD 2224 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R9" DIR "X" COORD 2484 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R8" DIR "X" COORD 2822 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "R7" DIR "X" COORD 3160 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "L" DIR "Y" COORD 0 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "K" DIR "Y" COORD 210 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "J" DIR "Y" COORD 552 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "H" DIR "Y" COORD 912 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "G" DIR "Y" COORD 1272 VISIBLE "Yes" BUBBLELOC "Both" GRID "G1" LABEL "F" DIR "Y" COORD 1432 VISIBLE "Yes" BUBBLELOC "Start" GENGRID "G1" LABEL "A" X1 3360 Y1 1432 X2 5418 Y2 1432 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "B" X1 3360 Y1 1242.499 X2 5418 Y2 1242.499 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "C" X1 3360 Y1 890.4996 X2 5418 Y2 890.4996 VISIBLE "Yes" BUBBLELOC "End" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 361 GENGRID "G1" LABEL "D" X1 3360 Y1 538.5 X2 5418 Y2 538.5 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "F" X1 3360 Y1 -3 X2 5418 Y2 -3 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "H01" X1 4962 Y1 0 X2 4962 Y2 1432 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "H02" X1 4578 Y1 0 X2 4578 Y2 1432 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "H03" X1 4209 Y1 0 X2 4209 Y2 1432 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "H04" X1 3942 Y1 0 X2 3942 Y2 1432 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "H05" X1 3666 Y1 0 X2 3666 Y2 1432 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "H06" X1 3498 Y1 0 X2 3498 Y2 1432 VISIBLE "Yes" BUBBLELOC "End" GENGRID "G1" LABEL "E" X1 3360 Y1 186.4992 X2 5418 Y2 186.4992 VISIBLE "Yes" BUBBLELOC "End" REFERENCEPOINT "G1" X 4188.5 Y -3 VISIBLE "Yes" REFERENCEPOINT "G1" X 4209 Y -3 VISIBLE "Yes" $ DIAPHRAGM NAMES DIAPHRAGM "D1" TYPE SEMIRIGID DIAPHRAGM "D2-Semi" TYPE SEMIRIGID $ MATERIAL PROPERTIES MATERIAL "A992Fy50" TYPE "Steel" GRADE "Grade 50" WEIGHTPERVOLUME 0.2835648 MATERIAL "A992Fy50" SYMTYPE "Isotropic" E 2.9E+07 U 0.3 A 6.49999992674566E-06 MATERIAL "A992Fy50" FY 50000 FU 65000 FYE 55000 FUE 71500 MATERIAL "A992Fy50" HYSTYPE "Kinematic" SSTYPE "Simple" STRAINATHARDENING 0.015 STRAINATMAXSTRESS 0.11 STRAINATRUPTURE 0.17 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 MATERIAL "5000Psi" TYPE "Concrete" GRADE "f'c 4000 psi" WEIGHTPERVOLUME 0.08680555 MATERIAL "5000Psi" SYMTYPE "Isotropic" E 4030509 U 0.2 A 5.50000004295725E -06 MATERIAL "5000Psi" FC 4000 MATERIAL "5000Psi" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "5000Psi" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Mander" STRAINATFC 0.00221914 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 MATERIAL "A615Gr60" TYPE "Rebar" GRADE "Grade 60" WEIGHTPERVOLUME 0.2835648 MATERIAL "A615Gr60" SYMTYPE "Uniaxial" E 2.9E+07 A 6.49999992674566E-06 MATERIAL "A615Gr60" FY 60000 FU 90000 FYE 66000 FUE 99000 MATERIAL "A615Gr60" HYSTYPE "Kinematic" SSTYPE "Simple" STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 MATERIAL "A416Gr270" TYPE "Tendon" GRADE "Grade 270" WEIGHTPERVOLUME 0.2835648 MATERIAL "A416Gr270" SYMTYPE "Uniaxial" E 2.85E+07 A 6.49999992674566E-06 MATERIAL "A416Gr270" FY 245100 FU 270000 MATERIAL "A416Gr270" HYSTYPE "Kinematic" SSTYPE "270ksi" FINALSLOPE -0.1 IOTENSION 0.015 LSTENSION 0.023 CPTENSION 0.03 IOCOMPRESSION 0.015 LSCOMPRESSION 0.023 CPCOMPRESSION 0.03 MATERIAL "5750Psi" TYPE "Concrete" GRADE "f'c 5500 psi" WEIGHTPERVOLUME 0.08680555 MATERIAL "5750Psi" SYMTYPE "Isotropic" E 4322239 U 0.2 A 5.50000004295725E -06 MATERIAL "5750Psi" FC 5500 MATERIAL "5750Psi" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "5750Psi" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Mander" STRAINATFC 0.00271788 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 MATERIAL "5500psi_ZeroMatSW" TYPE "Concrete" GRADE "f'c 5500 psi" WEIGHTPERVOLUME 0 MATERIAL "5500psi_ZeroMatSW" SYMTYPE "Isotropic" E 4227233 U 0.2 A 5.50000004295725E-06 MATERIAL "5500psi_ZeroMatSW" FC 5500 MATERIAL "5500psi_ZeroMatSW" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "5500psi_ZeroMatSW" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Mander" STRAINATFC 0.00271788 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 MATERIAL "8000Psi" TYPE "Concrete" GRADE "f'c 8000 psi" WEIGHTPERVOLUME 0.08680555 MATERIAL "8000Psi" SYMTYPE "Isotropic" E 5098234 U 0.2 A 5.50000004295725E -06 MATERIAL "8000Psi" FC 8000 MATERIAL "8000Psi" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "8000Psi" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Mander" STRAINATFC 0.00271788 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 $ REBAR DEFINITIONS REBARDEFINITION "#2" AREA 0.05 DIA 0.25 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 362 REBARDEFINITION "#3" AREA 0.11 DIA 0.375 REBARDEFINITION "#4" AREA 0.2 DIA 0.5 REBARDEFINITION "#5" AREA 0.31 DIA 0.625 REBARDEFINITION "#6" AREA 0.44 DIA 0.75 REBARDEFINITION "#7" AREA 0.6 DIA 0.875 REBARDEFINITION "#8" AREA 0.79 DIA 1 REBARDEFINITION "#9" AREA 1 DIA 1.128 REBARDEFINITION "#10" AREA 1.27 DIA 1.27 REBARDEFINITION "#11" AREA 1.56 DIA 1.41 REBARDEFINITION "#14" AREA 2.25 DIA 1.693 REBARDEFINITION "#18" AREA 4 DIA 2.257 $ FRAME SECTIONS FRAMESECTION "C_24x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 24 FRAMESECTION "Facade_NoMass" MATERIAL "5500psi_ZeroMatSW" SHAPE "Concrete Rectangular" D 1 B 1 FRAMESECTION "LB_24x30_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 30 B 24 FRAMESECTION "NF" MATERIAL "5500psi_ZeroMatSW" SHAPE "Concrete Rectangular" D 1 B 1 FRAMESECTION "C_20x20_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 20 B 20 FRAMESECTION "C_14x14_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 14 B 14 FRAMESECTION "C_24X64_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 64 B 24 FRAMESECTION "C_16x30_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 30 B 16 FRAMESECTION "C_16x20_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 20 B 16 FRAMESECTION "C_24x28_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 28 B 24 FRAMESECTION "C_24x24_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 24 B 24 FRAMESECTION "C_16x24_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 24 B 16 FRAMESECTION "LB_20x30_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 30 B 20 FRAMESECTION "C_20x24_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 24 B 20 FRAMESECTION "LB_24x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 24 FRAMESECTION "LB_20x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 20 FRAMESECTION "LB_20x42_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 42 B 20 FRAMESECTION "LB_24x42_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 42 B 24 FRAMESECTION "C_20x36_8ksi" MATERIAL "8000Psi" SHAPE "Concrete Rectangular" D 36 B 20 FRAMESECTION "C_24x36_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "Facade_NoMass" AMOD 0.1 A2MOD 0.1 A3MOD 0.1 JMOD 0.1 I2MOD 0.1 I3MOD 0.1 MMOD 0 WMOD 0 FRAMESECTION "LB_24x30_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "NF" AMOD 0.1 A2MOD 0.1 A3MOD 0.1 JMOD 0.1 I2MOD 0.1 I3MOD 0.1 MMOD 0 WMOD 0 FRAMESECTION "C_20x20_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_14x14_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_24X64_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_16x30_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_16x20_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_24x28_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_24x24_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "C_16x24_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "LB_20x30_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "C_20x24_8ksi" I2MOD 0.7 I3MOD 0.7 FRAMESECTION "LB_24x36_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_20x36_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_20x42_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "LB_24x42_8ksi" I2MOD 0.35 I3MOD 0.35 FRAMESECTION "C_20x36_8ksi" I2MOD 0.7 I3MOD 0.7 $ CONCRETE SECTIONS CONCRETESECTION "C_24x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "Facade_NoMass" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Beam" COVERTOP 2.5 COVERBOTTOM 2.5 ATI 0 ABI 0 ATJ 0 ABJ 0 CONCRETESECTION "LB_24x30_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "NF" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Beam" COVERTOP 2.5 COVERBOTTOM 2.5 ATI 0 ABI 0 ATJ 0 ABJ 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 363 CONCRETESECTION "C_20x20_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_14x14_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_24X64_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_16x30_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_16x20_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_24x28_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_24x24_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_16x24_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_20x30_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_20x24_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_24x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_20x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_20x42_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "LB_24x42_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 CONCRETESECTION "C_20x36_8ksi" LONGBARMATERIAL "A615Gr60" CONFINEBARMATERIAL "A615Gr60" TYPE "Column" PATTERN "R-5-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 $ TENDON SECTIONS TENDONSECTION "Tendon1" MATERIAL "A416Gr270" STRANDAREA 0.153 $ SLAB PROPERTIES SHELLPROP "S_8_5.75ksi_PT_Resi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 8 SHELLPROP "S_8_5.75ksi_PT_Resi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_10_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 10 SHELLPROP "S_10_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_14_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 14 SHELLPROP "S_14_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_12_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 12 SHELLPROP "S_12_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_10_5.75ksi_PT_Resi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 10 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 364 SHELLPROP "S_10_5.75ksi_PT_Resi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_22_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 22 SHELLPROP "S_22_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "S_24_5.75ksi" PROPTYPE "Slab" MATERIAL "5750Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 24 SHELLPROP "S_24_5.75ksi" F11MOD 0.25 F22MOD 0.25 F12MOD 0.25 M11MOD 0.25 M22MOD 0.25 M12MOD 0.25 SHELLPROP "Slab2.8""" PROPTYPE "Slab" MATERIAL "5000Psi" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 2.8 $ DECK PROPERTIES SHELLPROP "Deck1" PROPTYPE "Deck" DECKTYPE "Filled" CONCMATERIAL "5000Psi" DECKMATERIAL "A992Fy50" DECKSLABDEPTH 3.5 DECKRIBDEPTH 3 DECKRIBWIDTHTOP 7 DECKRIBWIDTHBOTTOM 5 DECKRIBSPACING 12 DECKSHEARTHICKNESS 0.035 DECKUNITWEIGHT 0.01597222 SHEARSTUDDIAM 0.75 SHEARSTUDHEIGHT 6 SHEARSTUDFU 65000 SHELLPROP "1.5""Deck+2""concrete" PROPTYPE "Deck" DECKTYPE "Filled" CONCMATERIAL "5000Psi" DECKMATERIAL "A992Fy50" DECKSLABDEPTH 2 DECKRIBDEPTH 3 DECKRIBWIDTHTOP 7 DECKRIBWIDTHBOTTOM 5 DECKRIBSPACING 12 DECKSHEARTHICKNESS 0.035 DECKUNITWEIGHT 0.01597222 SHEARSTUDDIAM 0.75 SHEARSTUDHEIGHT 6 SHEARSTUDFU 65000 $ WALL PROPERTIES SHELLPROP "W_20""_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 20 SHELLPROP "W_20""_8ksi" F11MOD 0.7 F22MOD 0.7 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_24""_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 24 SHELLPROP "W_24""_8ksi" F11MOD 0.7 F22MOD 0.7 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_16""_5ksi (FND)" PROPTYPE "Wall" MATERIAL "5000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 16 SHELLPROP "W_16""_5ksi (FND)" M11MOD 0.8 M22MOD 0.8 SHELLPROP "W_18""_8ksi" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 18 SHELLPROP "W_18""_8ksi" F11MOD 0.7 F22MOD 0.7 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_20""_8ksi_cracked" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 20 SHELLPROP "W_20""_8ksi_cracked" F11MOD 0.35 F22MOD 0.35 F12MOD 0.2 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_20""_8ksi_uncracked" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 20 SHELLPROP "W_20""_8ksi_uncracked" F11MOD 0.7 F22MOD 0.7 F12MOD 0.2 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_18""_8ksi_cracked" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 18 SHELLPROP "W_18""_8ksi_cracked" F11MOD 0.35 F22MOD 0.35 F12MOD 0.2 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_24""_8ksi_cracked" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 24 SHELLPROP "W_24""_8ksi_cracked" F11MOD 0.35 F22MOD 0.35 F12MOD 0.2 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_18""_8ksi_uncracked" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 18 SHELLPROP "W_18""_8ksi_uncracked" F11MOD 0.7 F22MOD 0.7 F12MOD 0.2 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_24""_8ksi_uncracked" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 24 SHELLPROP "W_24""_8ksi_uncracked" F11MOD 0.7 F22MOD 0.7 F12MOD 0.2 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 SHELLPROP "W_30""_8ksi_cracked" PROPTYPE "Wall" MATERIAL "8000Psi" MODELINGTYPE "ShellThin" WALLTHICKNESS 30 SHELLPROP "W_30""_8ksi_cracked" F11MOD 0.35 F22MOD 0.35 F12MOD 0.2 M11MOD 0.1 M22MOD 0.1 M12MOD 0.1 $ LINK PROPERTIES LINKPROP "Link1" TYPE "LINEAR" LINKPROP "Link1" DOF "U1" LINKPROP "Link1" U1STIFF 1 $ PANEL ZONE PROPERTIES PANELZONE "PZone1" PZENDOFFSETSRIGID "No" PZACTIVEDIRECTIONS "Both" PZTYPE "From Column" PANELZONE "PZone1" PZDOUBLER 0 $ PIER/SPANDREL NAMES 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 365 PIERNAME "P1" PIERNAME "X01" PIERNAME "X02" PIERNAME "Y01" PIERNAME "Y02" PIERNAME "Y03" PIERNAME "X03" PIERNAME "X04" PIERNAME "Y04" PIERNAME "Y05" PIERNAME "X04-1" PIERNAME "X04-2" PIERNAME "Y02-1" PIERNAME "X02-1" SPANDRELNAME "S1" SPANDRELNAME "SX1" SPANDRELNAME "SX2" SPANDRELNAME "SX3" SPANDRELNAME "SY1" SPANDRELNAME "SY2" $ POINT COORDINATES POINT "1" 3666 186.4992 POINT "2" 3666 538.5 POINT "3" 3666 890.4996 POINT "4" 3666 1242.499 POINT "5" 3666 1432 POINT "45" 3942 186.4992 POINT "66" 3942 1432 POINT "67" 3942 1242.499 POINT "68" 3942 890.4996 POINT "69" 3942 538.5 POINT "105" 3942 -23.99976 POINT "108" 4997 1456 POINT "113" 3942 1456 POINT "6" 4962 186.4992 POINT "8" 4962 890.4996 POINT "9" 4962 1242.499 POINT "10" 4962 1432 POINT "13" 3666 1456 POINT "16" 4037 890.4996 POINT "29" 5154 1242.499 POINT "30" 5154 1182.499 POINT "31" 5154 186.4992 POINT "32" 4962 1182.499 POINT "48" 3666 -19.9996 POINT "51" 4962 -19.99976 POINT "54" 5154 -19.99976 POINT "55" 4650 1456 POINT "56" 4650 -23.9996 POINT "73" 3870 1456 POINT "74" 3870 1242.499 POINT "75" 3870 -23.99976 POINT "76" 3870 890.4996 POINT "100" 4443 -23.99976 POINT "101" 4443 1456 POINT "117" 4653 1456 POINT "120" 4443 309.4992 POINT "130" 4653 890.4988 POINT "33" 4997 -23.9992 POINT "36" 3666 -23.9992 POINT "43" 4653 -23.99976 POINT "57" 4962 -3 POINT "58" 3666 -3 POINT "59" 5154 -3 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 366 POINT "42" 3942 994.4996 POINT "20" 4294 -3 POINT "21" 4444 -3 POINT "19" 4209 186.4992 POINT "22" 4209 890.4996 POINT "34" 4209 1242.499 POINT "63" 4209 1432 POINT "64" 4209 538.5 POINT "65" 4209 -3 POINT "129" 4209 1456 POINT "132" 4209 -23.99976 POINT "134" 4578 186.4992 POINT "135" 4578 538.5 POINT "136" 4578 890.4996 POINT "137" 4578 1242.499 POINT "138" 4578 1432 POINT "139" 4578 -3 POINT "140" 4578 -23.99976 POINT "141" 4578 1456 POINT "35" 4578 309.4992 POINT "38" 4209 309.4992 POINT "46" 4080 994.4996 POINT "49" 4080 890.4996 POINT "53" 4101 890.4996 POINT "61" 4171 890.4996 POINT "62" 4209 1044.5 POINT "84" 4209 1108.5 POINT "85" 4209 1156.5 POINT "88" 4209 1210.5 POINT "89" 4066 1242.499 POINT "91" 3942 1069.499 POINT "104" 4066 1069.499 POINT "107" 4209 960.4996 POINT "109" 4017 890.4996 POINT "12" 4461 1432 POINT "14" 4461 787.4996 POINT "15" 4461 890.4996 POINT "23" 4209 787.4996 POINT "24" 4578 787.4996 POINT "25" 5154 -23.9992 POINT "28" 4962 494.5 POINT "47" 5154 494.5 POINT "60" 4997 494.5 POINT "87" 4303 538.5 POINT "90" 4451 313.4992 POINT "95" 4451 186.4992 POINT "96" 4451 538.5 POINT "97" 4451 -23.99976 POINT "98" 4209 313.4992 POINT "111" 4303 1456 POINT "112" 4303 313.4992 POINT "27" 4578 313.4992 POINT "70" 4303 890.4996 POINT "79" 4578 714.4998 POINT "82" 4209 714.4998 POINT "93" 3870 714.4998 POINT "94" 4303 714.4998 POINT "115" 4650 714.4998 POINT "116" 4650 890.4996 POINT "118" 4578 1066.499 POINT "121" 4303 1066.499 POINT "122" 4650 1066.499 POINT "71" 3942 120 POINT "72" 4209 120 POINT "80" 4578 -19.9997 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 367 POINT "124" 4209 -19.99966 POINT "52" 3942 -3 POINT "92" 4962 650.4996 POINT "102" 4662 1432 POINT "146" 4662 186.4992 POINT "157" 3666 1144.499 POINT "158" 3870 1144.499 POINT "159" 3666 964.4992 POINT "160" 3870 964.4992 POINT "161" 3704 964.4992 POINT "162" 3704 1144.499 POINT "163" 3818 1144.499 POINT "164" 3818 964.4992 POINT "7" 4080 708.4996 POINT "11" 4209 708.4996 POINT "39" 4080 714.4998 POINT "41" 3816 1456 POINT "44" 3816 1242.499 POINT "126" 4188.5 -3 POINT "127" 4140.5 -3 POINT "142" 4650 1432 POINT "149" 4962 1640 POINT "150" 5154 1640 POINT "151" 4650 1640 POINT "40" 4209 1044.5 144 POINT "50" 4209 1156.5 144 POINT "154" 4209 1108.5 108 POINT "155" 4209 1156.5 108 POINT "166" 4209 890.4996 108 POINT "172" 4101 890.4996 108 POINT "173" 4171 890.4996 108 POINT "174" 4037 890.4996 108 POINT "175" 3942 890.4996 108 POINT "26" 4209 1210.5 96 POINT "37" 4209 1156.5 96 POINT "178" 4209 1108.5 96 POINT "179" 4209 1242.499 96 POINT "180" 4209 1044.5 96 POINT "181" 4209 890.4996 96 POINT "18" 4101 890.4996 144 POINT "81" 4171 890.4996 144 POINT "99" 4037 890.4996 144 POINT "106" 3942 890.4996 144 POINT "153" 4209 890.4996 144 POINT "119" 4224 -3 POINT "86" 4303 186.4992 POINT "128" 4303 -23.99976 POINT "131" 3870 313.4992 POINT "133" 4080 313.4992 POINT "147" 4997 890.4996 POINT "165" 4653 787.4996 POINT "167" 4443 787.4996 POINT "168" 4997 787.4996 POINT "176" 4653 1108.5 POINT "177" 4578 1108.5 POINT "182" 4997 1108.5 POINT "183" 4443 1108.5 POINT "148" 4209 1156.5 132 POINT "169" 4209 1210.5 132 POINT "170" 4209 1108.5 132 POINT "171" 4209 1044.5 132 POINT "184" 4209 1242.499 132 POINT "185" 4209 890.4996 132 $ LINE CONNECTIVITIES 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 368 LINE "C27" COLUMN "1" "1" 1 LINE "C28" COLUMN "2" "2" 1 LINE "C29" COLUMN "3" "3" 1 LINE "C30" COLUMN "4" "4" 1 LINE "C31" COLUMN "5" "5" 1 LINE "C33" COLUMN "45" "45" 1 LINE "C34" COLUMN "66" "66" 1 LINE "C35" COLUMN "69" "69" 1 LINE "C1" COLUMN "6" "6" 1 LINE "C4" COLUMN "9" "9" 1 LINE "C6" COLUMN "10" "10" 1 LINE "C22" COLUMN "57" "57" 1 LINE "C23" COLUMN "58" "58" 1 LINE "C5" COLUMN "19" "19" 1 LINE "C7" COLUMN "63" "63" 1 LINE "C24" COLUMN "64" "64" 1 LINE "C25" COLUMN "65" "65" 1 LINE "C26" COLUMN "134" "134" 1 LINE "C32" COLUMN "135" "135" 1 LINE "C36" COLUMN "136" "136" 1 LINE "C40" COLUMN "137" "137" 1 LINE "C46" COLUMN "138" "138" 1 LINE "C47" COLUMN "139" "139" 1 LINE "B24" BEAM "32" "30" 0 LINE "B40" BEAM "48" "54" 0 LINE "B43" BEAM "56" "55" 0 LINE "B53" BEAM "73" "55" 0 LINE "B54" BEAM "75" "73" 0 LINE "B55" BEAM "75" "56" 0 LINE "B56" BEAM "76" "73" 0 LINE "B10" BEAM "33" "108" 0 LINE "B19" BEAM "132" "22" 0 LINE "B21" BEAM "132" "56" 0 LINE "B8" BEAM "53" "61" 0 LINE "B26" BEAM "62" "84" 0 LINE "B28" BEAM "88" "34" 0 LINE "B31" BEAM "107" "62" 0 LINE "B34" BEAM "109" "53" 0 LINE "B2" BEAM "54" "47" 0 LINE "B6" BEAM "28" "47" 0 LINE "B3" BEAM "84" "85" 0 LINE "B7" BEAM "85" "88" 0 LINE "B9" BEAM "61" "22" 0 LINE "B14" BEAM "48" "5" 0 LINE "B17" BEAM "92" "32" 0 LINE "B22" BEAM "28" "92" 0 LINE "B15" BEAM "113" "108" 0 LINE "B29" BEAM "44" "41" 0 LINE "B32" BEAM "44" "74" 0 LINE "B18" BEAM "91" "104" 0 LINE "B33" BEAM "67" "113" 0 LINE "B38" BEAM "30" "150" 0 LINE "B41" BEAM "5" "142" 0 LINE "B44" BEAM "151" "150" 0 LINE "B13" BEAM "142" "151" 0 LINE "B16" BEAM "71" "68" 0 LINE "B23" BEAM "36" "56" 0 LINE "B30" BEAM "56" "33" 0 LINE "B36" BEAM "43" "33" 0 LINE "B37" BEAM "75" "132" 0 LINE "B5" BEAM "41" "129" 0 LINE "B11" BEAM "129" "55" 0 LINE "B39" BEAM "13" "73" 0 LINE "B42" BEAM "73" "108" 0 LINE "B45" BEAM "132" "43" 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 369 LINE "B46" BEAM "52" "65" 0 LINE "B48" BEAM "52" "71" 0 LINE "B49" BEAM "132" "65" 0 LINE "B50" BEAM "75" "76" 0 LINE "B51" BEAM "76" "74" 0 LINE "B52" BEAM "74" "73" 0 LINE "B57" BEAM "76" "22" 0 LINE "B58" BEAM "36" "3" 0 LINE "B59" BEAM "3" "13" 0 LINE "B60" BEAM "73" "129" 0 $ AREA CONNECTIVITIES AREA "W23" PANEL 4 "68" "67" "67" "68" 1 1 0 0 AREA "W34" PANEL 4 "29" "30" "30" "29" 1 1 0 0 AREA "W37" PANEL 4 "30" "32" "32" "30" 1 1 0 0 AREA "W38" PANEL 4 "8" "32" "32" "8" 1 1 0 0 AREA "W7" PANEL 4 "59" "31" "31" "59" 1 1 0 0 AREA "W8" PANEL 4 "57" "59" "59" "57" 1 1 0 0 AREA "W20" PANEL 4 "20" "21" "21" "20" 1 1 0 0 AREA "W29" PANEL 4 "21" "139" "139" "21" 1 1 0 0 AREA "W30" PANEL 4 "139" "57" "57" "139" 1 1 0 0 AREA "W12" PANEL 4 "68" "16" "16" "68" 1 1 0 0 AREA "W13" PANEL 4 "16" "53" "53" "16" 1 1 0 0 AREA "W15" PANEL 4 "61" "22" "22" "61" 1 1 0 0 AREA "W18" PANEL 4 "22" "62" "62" "22" 1 1 0 0 AREA "W33" PANEL 4 "84" "85" "85" "84" 1 1 0 0 AREA "W41" PANEL 4 "88" "34" "34" "88" 1 1 0 0 AREA "W42" PANEL 4 "67" "34" "34" "67" 1 1 0 0 AREA "W6" PANEL 4 "28" "47" "47" "28" 1 1 0 0 AREA "W9" PANEL 4 "31" "47" "47" "31" 1 1 0 0 AREA "W14" PANEL 4 "63" "138" "138" "63" 1 1 0 0 AREA "W16" PANEL 4 "66" "63" "63" "66" 1 1 0 0 AREA "W17" PANEL 4 "5" "66" "66" "5" 1 1 0 0 AREA "W21" PANEL 4 "58" "52" "52" "58" 1 1 0 0 AREA "W25" PANEL 4 "92" "8" "8" "92" 1 1 0 0 AREA "W26" PANEL 4 "8" "92" "92" "8" 1 1 0 0 AREA "W28" PANEL 4 "28" "92" "92" "28" 1 1 0 0 AREA "W4" PANEL 4 "52" "127" "127" "52" 1 1 0 0 AREA "W5" PANEL 4 "127" "126" "126" "127" 1 1 0 0 AREA "W2" PANEL 4 "138" "142" "142" "138" 1 1 0 0 AREA "W40" PANEL 4 "149" "150" "150" "149" 1 1 0 0 AREA "W44" PANEL 4 "151" "149" "149" "151" 1 1 0 0 AREA "W45" PANEL 4 "29" "150" "150" "29" 1 1 0 0 AREA "W51" PANEL 4 "142" "151" "151" "142" 1 1 0 0 AREA "W65" PANEL 4 "172" "173" "61" "53" 0 0 0 0 AREA "W66" PANEL 4 "16" "53" "172" "174" 1 1 0 0 AREA "W67" PANEL 4 "174" "172" "53" "16" 0 0 0 0 AREA "W68" PANEL 4 "61" "22" "166" "173" 1 1 0 0 AREA "W69" PANEL 4 "173" "166" "22" "61" 0 0 0 0 AREA "W70" PANEL 4 "68" "16" "174" "175" 1 1 0 0 AREA "W71" PANEL 4 "175" "174" "16" "68" 0 0 0 0 AREA "W72" PANEL 4 "37" "26" "88" "85" 0 0 0 0 AREA "W78" PANEL 4 "178" "37" "85" "84" 0 0 0 0 AREA "W79" PANEL 4 "26" "179" "34" "88" 0 0 0 0 AREA "W80" PANEL 4 "84" "85" "37" "178" 1 1 0 0 AREA "W81" PANEL 4 "88" "34" "179" "26" 1 1 0 0 AREA "W82" PANEL 4 "180" "178" "84" "62" 0 0 0 0 AREA "W83" PANEL 4 "22" "62" "180" "181" 1 1 0 0 AREA "W84" PANEL 4 "181" "180" "62" "22" 0 0 0 0 AREA "W50" PANEL 4 "18" "81" "61" "53" 0 0 0 0 AREA "W52" PANEL 4 "16" "53" "18" "99" 1 1 0 0 AREA "W53" PANEL 4 "99" "18" "53" "16" 0 0 0 0 AREA "W56" PANEL 4 "68" "16" "99" "106" 1 1 0 0 AREA "W57" PANEL 4 "106" "99" "16" "68" 0 0 0 0 AREA "W1" PANEL 4 "61" "22" "153" "81" 1 1 0 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 370 AREA "W10" PANEL 4 "81" "153" "22" "61" 0 0 0 0 AREA "W11" PANEL 4 "126" "119" "119" "126" 1 1 0 0 AREA "W22" PANEL 4 "52" "119" "119" "52" 1 1 0 0 AREA "W24" PANEL 4 "119" "20" "20" "119" 1 1 0 0 AREA "W3" PANEL 4 "148" "169" "88" "85" 0 0 0 0 AREA "W19" PANEL 4 "84" "85" "148" "170" 1 1 0 0 AREA "W31" PANEL 4 "170" "148" "85" "84" 0 0 0 0 AREA "W43" PANEL 4 "171" "170" "84" "62" 0 0 0 0 AREA "W46" PANEL 4 "88" "34" "184" "169" 1 1 0 0 AREA "W54" PANEL 4 "169" "184" "34" "88" 0 0 0 0 AREA "W55" PANEL 4 "22" "62" "171" "185" 1 1 0 0 AREA "W58" PANEL 4 "185" "171" "62" "22" 0 0 0 0 AREA "F2" FLOOR 4 "3" "68" "67" "4" 0 0 0 0 AREA "F37" FLOOR 4 "76" "68" "67" "74" 0 0 0 0 AREA "F30" FLOOR 4 "56" "33" "108" "55" 0 0 0 0 AREA "F41" FLOOR 4 "3" "36" "75" "76" 0 0 0 0 AREA "F42" FLOOR 4 "76" "75" "105" "68" 0 0 0 0 AREA "F45" FLOOR 4 "67" "113" "73" "74" 0 0 0 0 AREA "F46" FLOOR 4 "74" "73" "13" "4" 0 0 0 0 AREA "F1" FLOOR 4 "68" "22" "34" "67" 0 0 0 0 AREA "F15" FLOOR 4 "113" "67" "34" "129" 0 0 0 0 AREA "F19" FLOOR 4 "132" "22" "68" "105" 0 0 0 0 AREA "F31" FLOOR 4 "140" "141" "129" "132" 0 0 0 0 AREA "F33" FLOOR 4 "141" "140" "56" "55" 0 0 0 0 AREA "F5" FLOOR 4 "35" "120" "100" "140" 0 0 0 0 AREA "F7" FLOOR 4 "120" "38" "132" "100" 0 0 0 0 AREA "F23" FLOOR 4 "14" "15" "22" "23" 0 0 0 0 AREA "F28" FLOOR 4 "15" "14" "24" "136" 0 0 0 0 AREA "F34" FLOOR 4 "69" "68" "3" "2" 0 0 0 0 AREA "F35" FLOOR 4 "68" "69" "64" "22" 0 0 0 0 AREA "F38" FLOOR 4 "51" "54" "47" "28" 0 0 0 0 AREA "F49" FLOOR 4 "96" "95" "134" "135" 0 0 0 0 AREA "F50" FLOOR 4 "97" "95" "19" "132" 0 0 0 0 AREA "F51" FLOOR 4 "95" "97" "140" "134" 0 0 0 0 AREA "F53" FLOOR 4 "90" "98" "19" "95" 0 0 0 0 AREA "F54" FLOOR 4 "87" "111" "129" "64" 0 0 0 0 AREA "F55" FLOOR 4 "111" "87" "135" "141" 0 0 0 0 AREA "F58" FLOOR 4 "112" "87" "64" "98" 0 0 0 0 AREA "F59" FLOOR 4 "87" "112" "90" "96" 0 0 0 0 AREA "F60" FLOOR 4 "47" "60" "33" "25" 0 0 0 0 AREA "F27" FLOOR 4 "95" "90" "98" "19" 0 0 0 0 AREA "F29" FLOOR 4 "90" "95" "134" "27" 0 0 0 0 AREA "F39" FLOOR 4 "87" "112" "27" "135" 0 0 0 0 AREA "F48" FLOOR 4 "70" "111" "129" "22" 0 0 0 0 AREA "F62" FLOOR 4 "87" "94" "82" "64" 0 0 0 0 AREA "F63" FLOOR 4 "94" "70" "22" "82" 0 0 0 0 AREA "F64" FLOOR 4 "70" "94" "79" "136" 0 0 0 0 AREA "F67" FLOOR 4 "115" "79" "140" "56" 0 0 0 0 AREA "F69" FLOOR 4 "116" "136" "79" "115" 0 0 0 0 AREA "F70" FLOOR 4 "111" "121" "118" "141" 0 0 0 0 AREA "F71" FLOOR 4 "121" "70" "136" "118" 0 0 0 0 AREA "F72" FLOOR 4 "136" "116" "122" "118" 0 0 0 0 AREA "F73" FLOOR 4 "118" "122" "55" "141" 0 0 0 0 AREA "F47" FLOOR 4 "64" "2" "48" "124" 0 0 0 0 AREA "F32" FLOOR 4 "67" "66" "5" "4" 0 0 0 0 AREA "F52" FLOOR 4 "66" "67" "34" "63" 0 0 0 0 AREA "F57" FLOOR 4 "15" "12" "63" "22" 0 0 0 0 AREA "F66" FLOOR 4 "12" "15" "136" "138" 0 0 0 0 AREA "F68" FLOOR 4 "19" "134" "24" "23" 0 0 0 0 AREA "F74" FLOOR 4 "134" "19" "124" "80" 0 0 0 0 AREA "F76" FLOOR 4 "6" "134" "80" "51" 0 0 0 0 AREA "F77" FLOOR 4 "102" "138" "134" "146" 0 0 0 0 AREA "F79" FLOOR 4 "157" "158" "74" "4" 0 0 0 0 AREA "F81" FLOOR 4 "160" "159" "3" "76" 0 0 0 0 AREA "F82" FLOOR 4 "157" "159" "161" "162" 0 0 0 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 371 AREA "F83" FLOOR 4 "160" "158" "163" "164" 0 0 0 0 AREA "F84" FLOOR 4 "164" "163" "162" "161" 0 0 0 0 AREA "F3" FLOOR 4 "67" "34" "129" "113" 0 0 0 0 AREA "F8" FLOOR 4 "49" "7" "11" "22" 0 0 0 0 AREA "F16" FLOOR 6 "7" "49" "76" "75" "132" "11" 0 0 0 0 0 0 AREA "F22" FLOOR 4 "82" "22" "49" "39" 0 0 0 0 AREA "F24" FLOOR 4 "76" "93" "39" "49" 0 0 0 0 AREA "F44" FLOOR 4 "87" "135" "79" "94" 0 0 0 0 AREA "F4" FLOOR 4 "72" "22" "68" "71" 0 0 0 0 AREA "F6" FLOOR 4 "67" "113" "41" "44" 0 0 0 0 AREA "F65" FLOOR 4 "10" "102" "146" "6" 0 0 0 0 AREA "F75" FLOOR 4 "32" "30" "150" "149" 0 0 0 0 AREA "F80" FLOOR 4 "142" "10" "149" "151" 0 0 0 0 AREA "F9" FLOOR 4 "98" "112" "87" "64" 0 0 0 0 AREA "F10" FLOOR 4 "112" "27" "135" "87" 0 0 0 0 AREA "F11" FLOOR 4 "27" "112" "86" "134" 0 0 0 0 AREA "F13" FLOOR 4 "112" "98" "19" "86" 0 0 0 0 AREA "F20" FLOOR 4 "134" "86" "128" "140" 0 0 0 0 AREA "F26" FLOOR 4 "86" "19" "132" "128" 0 0 0 0 AREA "F61" FLOOR 4 "132" "98" "131" "75" 0 0 0 0 AREA "F85" FLOOR 4 "98" "82" "39" "133" 0 0 0 0 AREA "F86" FLOOR 4 "133" "39" "93" "131" 0 0 0 0 AREA "F40" FLOOR 4 "130" "136" "24" "165" 0 0 0 0 AREA "F43" FLOOR 4 "165" "24" "140" "43" 0 0 0 0 AREA "F56" FLOOR 4 "120" "35" "24" "167" 0 0 0 0 AREA "F87" FLOOR 4 "38" "120" "167" "23" 0 0 0 0 AREA "F89" FLOOR 4 "147" "130" "165" "168" 0 0 0 0 AREA "F90" FLOOR 4 "168" "165" "43" "33" 0 0 0 0 AREA "F91" FLOOR 4 "136" "130" "176" "177" 0 0 0 0 AREA "F92" FLOOR 4 "177" "176" "117" "141" 0 0 0 0 AREA "F93" FLOOR 4 "130" "147" "182" "176" 0 0 0 0 AREA "F94" FLOOR 4 "176" "182" "108" "117" 0 0 0 0 AREA "F95" FLOOR 4 "167" "24" "177" "183" 0 0 0 0 AREA "F96" FLOOR 4 "183" "177" "141" "101" 0 0 0 0 AREA "F97" FLOOR 4 "23" "167" "183" "84" 0 0 0 0 AREA "F98" FLOOR 4 "84" "183" "101" "129" 0 0 0 0 AREA "A2" AREA 4 "91" "104" "89" "67" 0 0 0 0 AREA "A4" AREA 4 "68" "49" "46" "42" 0 0 0 0 $ GROUPS GROUP "Torsional Check" GROUP "Torsional Check" POINT "139" "Base" GROUP "Torsional Check" POINT "139" "L01" GROUP "Torsional Check" POINT "139" "L02" GROUP "Torsional Check" POINT "139" "L03" GROUP "Torsional Check" POINT "139" "L08" GROUP "Torsional Check" POINT "139" "L09" GROUP "Torsional Check" POINT "139" "L07" GROUP "Torsional Check" POINT "139" "L06" GROUP "Torsional Check" POINT "139" "L05" GROUP "Torsional Check" POINT "139" "L04" GROUP "Torsional Check" POINT "139" "L10" GROUP "Torsional Check" POINT "57" "Base" GROUP "Torsional Check" POINT "57" "L01" GROUP "Torsional Check" POINT "57" "L02" GROUP "Torsional Check" POINT "57" "L03" GROUP "Torsional Check" POINT "139" "L11" GROUP "Torsional Check" POINT "138" "Base" GROUP "Torsional Check" POINT "138" "L01" GROUP "Torsional Check" POINT "138" "L02" GROUP "Torsional Check" POINT "138" "L03" GROUP "Torsional Check" POINT "138" "L08" GROUP "Torsional Check" POINT "138" "L09" GROUP "Torsional Check" POINT "138" "L07" GROUP "Torsional Check" POINT "138" "L06" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 372 GROUP "Torsional Check" POINT "138" "L05" GROUP "Torsional Check" POINT "138" "L04" GROUP "Torsional Check" POINT "138" "L10" GROUP "Torsional Check" POINT "138" "L11" GROUP "Torsional Check" POINT "10" "Base" GROUP "Torsional Check" POINT "10" "L01" GROUP "Torsional Check" POINT "10" "L02" GROUP "Torsional Check" POINT "10" "L03" GROUP "Torsional Check" POINT "5" "L01" GROUP "Torsional Check" POINT "5" "Base" GROUP "Torsional Check" POINT "66" "L01" GROUP "Torsional Check" POINT "66" "Base" GROUP "Torsional Check" POINT "5" "L02" GROUP "Torsional Check" POINT "5" "L03" GROUP "Torsional Check" POINT "66" "L02" GROUP "Torsional Check" POINT "66" "L03" GROUP "Torsional Check" POINT "66" "L08" GROUP "Torsional Check" POINT "66" "L09" GROUP "Torsional Check" POINT "66" "L07" GROUP "Torsional Check" POINT "66" "L06" GROUP "Torsional Check" POINT "66" "L05" GROUP "Torsional Check" POINT "66" "L04" GROUP "Torsional Check" POINT "66" "L10" GROUP "Torsional Check" POINT "66" "L11" GROUP "Torsional Check" POINT "52" "Base" GROUP "Torsional Check" POINT "52" "L01" GROUP "Torsional Check" POINT "52" "L02" GROUP "Torsional Check" POINT "52" "L03" GROUP "Torsional Check" POINT "52" "L08" GROUP "Torsional Check" POINT "52" "L09" GROUP "Torsional Check" POINT "52" "L07" GROUP "Torsional Check" POINT "52" "L05" GROUP "Torsional Check" POINT "52" "L04" GROUP "Torsional Check" POINT "52" "L10" GROUP "Torsional Check" POINT "58" "Base" GROUP "Torsional Check" POINT "58" "L01" GROUP "Torsional Check" POINT "58" "L02" GROUP "Torsional Check" POINT "58" "L03" GROUP "Torsional Check" LINE "C31" "L01" GROUP "Torsional Check" LINE "C34" "L01" GROUP "Torsional Check" LINE "C46" "L01" GROUP "Torsional Check" LINE "C6" "L01" GROUP "Torsional Check" LINE "C31" "L03" GROUP "Torsional Check" LINE "C34" "L03" GROUP "Torsional Check" LINE "C46" "L03" GROUP "Torsional Check" LINE "C6" "L03" GROUP "Torsional Check" LINE "C31" "L02" GROUP "Torsional Check" LINE "C34" "L02" GROUP "Torsional Check" LINE "C46" "L02" GROUP "Torsional Check" LINE "C6" "L02" GROUP "Torsional Check" LINE "C34" "L09" GROUP "Torsional Check" LINE "C46" "L09" GROUP "Torsional Check" LINE "C34" "L08" GROUP "Torsional Check" LINE "C46" "L08" GROUP "Torsional Check" LINE "C34" "L07" GROUP "Torsional Check" LINE "C46" "L07" GROUP "Torsional Check" LINE "C34" "L06" GROUP "Torsional Check" LINE "C46" "L06" GROUP "Torsional Check" LINE "C34" "L05" GROUP "Torsional Check" LINE "C46" "L05" GROUP "Torsional Check" LINE "C34" "L04" GROUP "Torsional Check" LINE "C46" "L04" GROUP "Torsional Check" LINE "C34" "L10" GROUP "Torsional Check" LINE "C46" "L10" GROUP "Torsional Check" LINE "C34" "L11" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 373 GROUP "Torsional Check" LINE "C46" "L11" GROUP "Torsional Check" LINE "C47" "L01" GROUP "Torsional Check" LINE "C47" "L03" GROUP "Torsional Check" LINE "C47" "L02" GROUP "Torsional Check" LINE "C47" "L09" GROUP "Torsional Check" LINE "C47" "L08" GROUP "Torsional Check" LINE "C47" "L07" GROUP "Torsional Check" LINE "C47" "L06" GROUP "Torsional Check" LINE "C47" "L05" GROUP "Torsional Check" LINE "C47" "L04" GROUP "Torsional Check" LINE "C47" "L10" GROUP "Torsional Check" LINE "C22" "L01" GROUP "Torsional Check" LINE "C22" "L03" GROUP "Torsional Check" LINE "C22" "L02" GROUP "Torsional Check" LINE "C23" "L01" GROUP "Torsional Check" LINE "C23" "L03" GROUP "Torsional Check" LINE "C23" "L02" GROUP "Torsional Check" LINE "C25" "L11" GROUP "Torsional Check" LINE "C47" "L11" GROUP "CRACKING TOOL_Cracked" GROUP "CRACKING TOOL_Cracked" AREA "W23" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W23" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W23" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W23" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W23" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W23" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W23" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W25" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L09" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L09" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L09" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L08" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L08" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L08" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W12" "L10" GROUP "CRACKING TOOL_Cracked" AREA "W13" "L10" GROUP "CRACKING TOOL_Cracked" AREA "W15" "L10" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L09" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L08" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W18" "L10" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L01" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 374 GROUP "CRACKING TOOL_Cracked" AREA "W42" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L09" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L08" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L10" GROUP "CRACKING TOOL_Cracked" AREA "W42" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W22" "L10" GROUP "CRACKING TOOL_Cracked" AREA "W22" "L08" GROUP "CRACKING TOOL_Cracked" AREA "W22" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W22" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W22" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W22" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W26" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W26" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L09" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L08" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W33" "L10" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L09" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L08" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L07" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L06" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L05" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L04" GROUP "CRACKING TOOL_Cracked" AREA "W41" "L10" GROUP "CRACKING TOOL_Cracked" AREA "W4" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W5" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W11" "L03" GROUP "CRACKING TOOL_Cracked" AREA "W4" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W5" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W11" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W4" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W5" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W11" "L01" GROUP "CRACKING TOOL_Cracked" AREA "W55" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W58" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W31" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W54" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W19" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W46" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W83" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W80" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W81" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W52" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W56" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W53" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W57" "L02" GROUP "CRACKING TOOL_Cracked" AREA "W66" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W70" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W68" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W67" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W69" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W71" "L11" GROUP "CRACKING TOOL_Cracked" AREA "W1" "L02" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 375 GROUP "CRACKING TOOL_Cracked" AREA "W10" "L02" GROUP "CRACKING TOOL_Uncracked" GROUP "CRACKING TOOL_Uncracked" AREA "W23" "L09" GROUP "CRACKING TOOL_Uncracked" AREA "W23" "L08" GROUP "CRACKING TOOL_Uncracked" AREA "W23" "L10" GROUP "CRACKING TOOL_Uncracked" AREA "W23" "L11" GROUP "CRACKING TOOL_Uncracked" AREA "W12" "L09" GROUP "CRACKING TOOL_Uncracked" AREA "W12" "L08" GROUP "CRACKING TOOL_Uncracked" AREA "W12" "L07" GROUP "CRACKING TOOL_Uncracked" AREA "W12" "L10" GROUP "CRACKING TOOL_Uncracked" AREA "W22" "L09" GROUP "CRACKING TOOL_Uncracked" AREA "W84" "L11" GROUP "CRACKING TOOL_Uncracked" AREA "W78" "L11" GROUP "CRACKING TOOL_Uncracked" AREA "W79" "L11" GROUP "CRACKING TOOL_Uncracked" AREA "W67" "L11" GROUP "CRACKING TOOL_Cracked" STEELDESIGN GROUP "CRACKING TOOL_Uncracked" STEELDESIGN GROUP "CRACKING TOOL_Cracked" CONCRETEDESIGN GROUP "CRACKING TOOL_Uncracked" CONCRETEDESIGN $ POINT ASSIGNS POINTASSIGN "1" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "1" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "2" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "2" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "3" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "3" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "4" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "4" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "5" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "5" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "48" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "124" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "1" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "1" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "2" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "2" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "3" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "3" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "4" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "4" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "5" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "5" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L03" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 376 POINTASSIGN "69" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "45" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "66" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "34" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "68" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "67" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "22" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "108" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "33" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "13" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "108" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "33" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "36" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "105" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "56" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "74" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L04" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 377 POINTASSIGN "75" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "76" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "56" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "75" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "76" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "74" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "56" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "75" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "76" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "74" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "56" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "75" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "76" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "74" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "56" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "75" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "76" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "74" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "56" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "75" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "76" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "74" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "56" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "75" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "76" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "74" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "56" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "73" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "74" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "55" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L02" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 378 POINTASSIGN "136" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "135" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "136" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "137" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "138" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "76" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "63" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "69" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "69" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "64" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "64" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "69" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "64" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "64" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "69" "L08" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 379 POINTASSIGN "69" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "64" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "64" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "69" "L07" INCLUDEINANALYSISMESH "Yes" 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INCLUDEINANALYSISMESH "Yes" POINTASSIGN "8" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "9" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "9" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "10" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "10" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "6" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "92" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "8" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "8" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "9" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "9" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "10" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "10" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "57" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "57" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "57" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "57" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "129" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "58" "Base" RESTRAINT "UX UY UZ" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "58" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "58" "L02" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "58" "L03" INCLUDEINANALYSISMESH "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 380 POINTASSIGN "140" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "L03" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "L04" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "L10" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "L09" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "L08" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "L07" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "L06" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "140" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "141" "L05" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "132" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "64" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "65" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "134" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "139" "L11" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "16" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "53" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "59" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "31" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "29" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "30" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "32" "L01" INCLUDEINANALYSISMESH "Yes" POINTASSIGN "32" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "21" "Base" RESTRAINT "UX UY UZ" POINTASSIGN "20" "Base" RESTRAINT "UX UY 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UZ" POINTASSIGN "23" "L02" USERJOINT "Yes" POINTASSIGN "148" "L02" USERJOINT "Yes" $ LINE ASSIGNS LINEASSIGN "C27" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 180 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C28" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 180 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C29" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 180 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 381 LINEASSIGN "C30" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 180 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C33" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C5" "L01" SECTION "C_20x36_8ksi" PROPMODM 0 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C26" "L01" SECTION "C_20x36_8ksi" PROPMODM 0 MINNUMSTA 3 AUTOMESH "YES" 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AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C7" "L03" SECTION "C_24x36_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L03" SECTION "C_24x36_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C6" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C35" "L03" SECTION "C_24x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L03" SECTION "C_24x36_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C27" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 382 LINEASSIGN "C28" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C29" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C30" "L02" SECTION 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SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C40" "L09" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C34" "L09" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C7" "L09" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L09" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C35" "L09" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L09" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C33" "L08" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C5" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C26" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C32" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C36" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C40" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C34" "L08" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C7" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C35" "L08" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C33" "L07" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C5" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C26" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C32" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C36" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C40" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C34" "L07" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C7" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C35" "L07" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C33" "L06" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C5" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C26" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C32" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C36" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C40" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C34" "L06" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 383 LINEASSIGN "C7" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C35" "L06" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C33" "L05" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C5" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C26" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C32" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C36" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C40" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C34" "L05" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C7" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C35" "L05" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C33" "L04" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C5" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C26" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C32" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C36" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C40" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C34" "L04" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C7" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C35" "L04" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C33" "L10" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C5" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C26" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C32" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C36" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C40" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C34" "L10" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C7" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C35" "L10" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C32" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C36" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C40" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C34" "L11" SECTION "C_16x24_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C7" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C46" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B10" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B10" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B53" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B55" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B55" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B55" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 384 LINEASSIGN "B55" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B55" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B55" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B43" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B19" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B21" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L01" SECTION "C_20x36_8ksi" PROPMODM 0 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L03" SECTION "C_24x36_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L02" SECTION "C_24x36_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L09" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L08" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L07" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L06" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L05" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L04" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L10" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C22" "L01" SECTION "C_20x20_8ksi" PROPMODM 0 ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C22" "L03" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C22" "L02" SECTION "C_20x20_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C23" "L01" SECTION "C_20x24_8ksi" PROPMODM 0 ANG 180 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C23" "L03" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C23" "L02" SECTION "C_24x24_8ksi" ANG 90 MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C5" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C24" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C25" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C26" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C47" "L11" SECTION "C_16x30_8ksi" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B57" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B24" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B38" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B2" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B17" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B15" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B54" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L01" SECTION "LB_24x36_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L01" SECTION "LB_24x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 385 LINEASSIGN "B31" "L10" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L10" SECTION "LB_24x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L09" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L09" SECTION "LB_24x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L08" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L08" SECTION "LB_24x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L07" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L07" SECTION "LB_24x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L06" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L06" SECTION "LB_24x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L05" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L05" SECTION "LB_24x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L04" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L04" SECTION "LB_24x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B31" "L03" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B26" "L03" SECTION "LB_24x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L01" SECTION "LB_20x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L10" SECTION "LB_20x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L09" SECTION "LB_20x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L08" SECTION "LB_20x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L07" SECTION "LB_20x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L06" SECTION "LB_20x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L05" SECTION "LB_20x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L04" SECTION "LB_20x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B8" "L03" SECTION "LB_20x42_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SX1" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L01" SECTION "LB_24x36_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L10" SECTION "LB_24x30_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L09" SECTION "LB_24x30_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L08" SECTION "LB_24x30_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L07" SECTION "LB_24x30_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L06" SECTION "LB_24x30_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L05" SECTION "LB_24x30_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 386 LINEASSIGN "B28" "L04" SECTION "LB_24x30_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B28" "L03" SECTION "LB_24x30_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L05" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L10" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L09" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L08" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L07" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L06" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L04" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L03" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B18" "L02" SECTION "NF" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L01" SECTION "LB_20x36_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L10" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L09" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L08" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L07" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L06" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L05" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L04" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B34" "L03" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B22" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B6" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L01" SECTION "LB_24x36_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L01" SECTION "LB_24x36_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L10" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L10" SECTION "LB_24x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L09" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L09" SECTION "LB_24x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L08" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L08" SECTION "LB_24x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L07" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L07" SECTION "LB_24x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L06" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L06" SECTION "LB_24x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L05" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L05" SECTION "LB_24x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L04" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 387 LINEASSIGN "B7" "L04" SECTION "LB_24x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B3" "L03" SECTION "LB_24x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B7" "L03" SECTION "LB_24x30_8ksi" CARDINALPT 8 MAXSTASPC 24 SPANDREL "SY2" AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L10" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L09" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L08" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L07" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L06" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L05" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L04" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L03" SECTION "LB_20x42_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B9" "L01" SECTION "LB_20x36_8ksi" PROPMODM 0 CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B33" "L02" SECTION "Facade_NoMass" MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B29" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B32" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B29" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B32" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B29" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B32" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B29" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B32" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B29" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B32" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B29" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B32" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B41" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B44" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B13" "L01" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B16" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B23" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B30" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B36" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 388 LINEASSIGN "B37" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B21" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B11" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B11" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B11" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B11" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B11" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B39" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B42" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B46" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B45" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B48" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B49" "L02" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B51" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B51" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B52" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B51" "L09" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B51" "L08" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B51" "L07" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B51" "L06" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B50" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B51" "L05" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 389 LINEASSIGN "B50" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B56" "L04" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B58" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B59" "L03" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B5" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B11" "L10" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B60" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B11" "L11" SECTION "Facade_NoMass" CARDINALPT 8 MAXSTASPC 24 AUTOMESH "YES" MESHATINTERSECTIONS "YES" $ AREA ASSIGNS AREAASSIGN "F1" "L01" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F2" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L03" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F19" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F30" "L03" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L04" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L01" SECTION "W_20""_8ksi_cracked" PROPMODM 0 PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L09" SECTION "W_20""_8ksi_uncracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L08" SECTION "W_20""_8ksi_uncracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L07" SECTION "W_20""_8ksi_cracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L06" SECTION "W_20""_8ksi_cracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L05" SECTION "W_20""_8ksi_cracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L04" SECTION "W_20""_8ksi_cracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L03" SECTION "W_20""_8ksi_cracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L02" SECTION "W_20""_8ksi_cracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L10" SECTION "W_20""_8ksi_uncracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W23" "L11" SECTION "W_20""_8ksi_uncracked" PIER "Y01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L10" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L09" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L08" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L07" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L06" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L05" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 390 AREAASSIGN "F1" "L11" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L11" SECTION "Slab2.8""" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F1" "L02" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F33" "L03" SECTION "S_24_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F33" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F33" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F33" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F33" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F33" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F33" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F31" "L11" SECTION "Slab2.8""" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F33" "L11" SECTION "Slab2.8""" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W21" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W29" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W30" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W7" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W9" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W25" "L01" SECTION "W_18""_8ksi_cracked" PROPMODM 0 PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W45" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W14" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W16" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W17" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L01" SECTION "W_20""_8ksi_cracked" PROPMODM 0 PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L01" SECTION "W_20""_8ksi_cracked" PROPMODM 0 PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 391 AREAASSIGN "W15" "L01" SECTION "W_20""_8ksi_cracked" PROPMODM 0 PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L03" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L03" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L03" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L09" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L09" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L09" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L08" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L08" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L08" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L07" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L07" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L07" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L06" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L06" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L06" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L05" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L05" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L05" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L04" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L04" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L04" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W12" "L10" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W13" "L10" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W15" "L10" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "L01" SECTION "W_24""_8ksi_cracked" PROPMODM 0 PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "L03" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "L09" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "L08" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "L07" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "L06" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "L05" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 392 AREAASSIGN "W18" "L04" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W18" "L10" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L01" SECTION "W_20""_8ksi_cracked" PROPMODM 0 PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L03" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L02" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L09" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L08" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L07" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L06" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L05" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L04" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L10" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W42" "L11" SECTION "W_20""_8ksi_cracked" PIER "X01" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W8" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W6" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W40" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W34" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W37" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W38" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F75" "L01" SECTION "S_14_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F38" "L01" SECTION "S_14_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F60" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F5" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F7" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F37" "L03" SECTION "S_22_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F41" "L03" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F42" "L03" SECTION "S_22_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L03" SECTION "S_22_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F46" "L03" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A2" "L10" OPENING "Yes" AREAASSIGN "A4" "L10" OPENING "Yes" AREAASSIGN "A4" "L11" OPENING "Yes" AREAASSIGN "A2" "L09" OPENING "Yes" AREAASSIGN "A4" "L09" OPENING "Yes" AREAASSIGN "A2" "L08" OPENING "Yes" AREAASSIGN "A4" "L08" OPENING "Yes" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 393 AREAASSIGN "A2" "L07" OPENING "Yes" AREAASSIGN "A4" "L07" OPENING "Yes" AREAASSIGN "A2" "L06" OPENING "Yes" AREAASSIGN "A4" "L06" OPENING "Yes" AREAASSIGN "A2" "L05" OPENING "Yes" AREAASSIGN "A4" "L05" OPENING "Yes" AREAASSIGN "A2" "L04" OPENING "Yes" AREAASSIGN "A4" "L04" OPENING "Yes" AREAASSIGN "A2" "L03" OPENING "Yes" AREAASSIGN "A4" "L03" OPENING "Yes" AREAASSIGN "A4" "L01" OPENING "Yes" AREAASSIGN "W22" "L10" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W22" "L09" SECTION "W_18""_8ksi_uncracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W22" "L08" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W22" "L07" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W22" "L06" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W22" "L05" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W22" "L04" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W20" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W24" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W26" "L03" SECTION "W_18""_8ksi_cracked" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W26" "L02" SECTION "W_18""_8ksi_cracked" PIER "Y05" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L01" SECTION "W_24""_8ksi_cracked" PROPMODM 0 PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L03" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L09" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L08" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L07" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L06" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L05" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L04" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W33" "L10" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L01" SECTION "W_24""_8ksi_cracked" PROPMODM 0 PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L03" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L09" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L08" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L07" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L06" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L05" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 394 AREAASSIGN "W41" "L04" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W41" "L10" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F32" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F52" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F57" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F66" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" MASS 0.001388889 CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F23" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F28" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" MASS 0.001388889 CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F47" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F34" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F35" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W28" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F49" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F50" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F51" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F53" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F54" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F55" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F58" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F59" "L03" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F27" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F50" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F51" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F54" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F55" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F58" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F39" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F27" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F50" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F51" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 395 AREAASSIGN "F54" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F55" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F58" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F39" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F54" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F55" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F54" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F55" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F54" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F55" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F58" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F39" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F58" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F39" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F58" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F39" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F54" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F55" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F58" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F39" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F27" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F27" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F27" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F50" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F51" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F50" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F51" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F50" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F51" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 396 AREAASSIGN "F27" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F29" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F50" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F51" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F48" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F62" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F63" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F64" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F67" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F69" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F70" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F71" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F72" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F73" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F68" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" MASS 0.001388889 CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F74" "L01" SECTION "S_12_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F76" "L01" SECTION "S_14_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F77" "L01" SECTION "S_14_5.75ksi" DIAPH "D2-Semi" MASS 0.001388889 CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F79" "L03" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F81" "L03" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F82" "L03" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F83" "L03" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F84" "L03" SECTION "S_10_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F3" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F16" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F8" "L04" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 397 AREAASSIGN "F15" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F45" "L11" SECTION "Slab2.8""" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "L11" SECTION "Slab2.8""" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F16" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F8" "L09" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F16" "L08" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F16" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F8" "L07" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F16" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F8" "L06" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F16" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F8" "L05" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F22" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F24" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F44" "L10" SECTION "S_10_5.75ksi_PT_Resi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F4" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2 -Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F8" "L08" SECTION "S_8_5.75ksi_PT_Resi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L09" SECTION "S_8_5.75ksi_PT_Resi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L08" SECTION "S_8_5.75ksi_PT_Resi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L07" SECTION "S_8_5.75ksi_PT_Resi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L06" SECTION "S_8_5.75ksi_PT_Resi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "L05" SECTION "S_8_5.75ksi_PT_Resi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "A2" "L02" OPENING "Yes" AREAASSIGN "A4" "L02" OPENING "Yes" AREAASSIGN "W4" "L03" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W5" "L03" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W11" "L03" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W4" "L02" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W5" "L02" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W11" "L02" SECTION "W_18""_8ksi_cracked" PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W4" "L01" SECTION "W_18""_8ksi_cracked" PROPMODM 0 PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 398 AREAASSIGN "W5" "L01" SECTION "W_18""_8ksi_cracked" PROPMODM 0 PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W11" "L01" SECTION "W_18""_8ksi_cracked" PROPMODM 0 PIER "X04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W2" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W44" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W51" "L01" SECTION "W_16""_5ksi (FND)" PROPMODM 0 OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F80" "L01" SECTION "S_14_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F65" "L01" SECTION "S_14_5.75ksi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W43" "L02" SECTION "W_24""_8ksi" PIER "Y02-1" SPANDREL "SY1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W3" "L02" SECTION "W_24""_8ksi" PIER "Y02-1" SPANDREL "SY2" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W55" "L02" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W58" "L02" SECTION "W_24""_8ksi_cracked" PIER "Y02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W19" "L02" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W31" "L02" SECTION "W_24""_8ksi_cracked" PIER "Y02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W46" "L02" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W54" "L02" SECTION "W_24""_8ksi_cracked" PIER "Y02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W82" "L11" SECTION "W_24""_8ksi" PIER "Y02-1" SPANDREL "SY1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W72" "L11" SECTION "W_24""_8ksi" PIER "Y02-1" SPANDREL "SY2" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W83" "L11" SECTION "W_24""_8ksi_cracked" PIER "Y02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W84" "L11" SECTION "W_24""_8ksi_uncracked" PIER "Y02 -1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W80" "L11" SECTION "W_24""_8ksi_cracked" PIER "Y03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W78" "L11" SECTION "W_24""_8ksi_uncracked" PIER "Y02 -1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W81" "L11" SECTION "W_24""_8ksi_cracked" PIER "Y04" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W79" "L11" SECTION "W_24""_8ksi_uncracked" PIER "Y02 -1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W50" "L02" SECTION "W_20""_8ksi" PIER "X02-1" SPANDREL "SX1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W52" "L02" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W53" "L02" SECTION "W_20""_8ksi_cracked" PIER "X02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W56" "L02" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W57" "L02" SECTION "W_20""_8ksi_cracked" PIER "X02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W65" "L11" SECTION "W_20""_8ksi" PIER "X02-1" SPANDREL "SX1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W66" "L11" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W67" "L11" SECTION "W_20""_8ksi_cracked" PIER "X02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W68" "L11" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 399 AREAASSIGN "W69" "L11" SECTION "W_20""_8ksi_cracked" PIER "X02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W70" "L11" SECTION "W_20""_8ksi_cracked" PIER "X02" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W71" "L11" SECTION "W_20""_8ksi_cracked" PIER "X02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W1" "L02" SECTION "W_20""_8ksi_cracked" PIER "X03" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "W10" "L02" SECTION "W_20""_8ksi_cracked" PIER "X02-1" OBJMESHTYPE "AUTOMESH" ADDRESTRAINT "Yes" CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F9" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F10" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F11" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F13" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F20" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F26" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F61" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F85" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F86" "L10" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F40" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F43" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F56" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F87" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F89" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F90" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F91" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F92" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F93" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F94" "L02" SECTION "S_10_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F95" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F96" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F97" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F98" "L02" SECTION "S_8_5.75ksi_PT_Resi" DIAPH "D2-Semi" CARDINALPOINT "TOP" TRANSFORMSTIFFNESSFOROFFSETS "No" $ LOAD PATTERNS LOADPATTERN "Dead" TYPE "Dead" SELFWEIGHT 1 LOADPATTERN "SDL" TYPE "Super Dead" SELFWEIGHT 0 LOADPATTERN "LL_red" TYPE "Reducible Live" SELFWEIGHT 0 LOADPATTERN "LL_unred" TYPE "Live" SELFWEIGHT 0 LOADPATTERN "LL_roof" TYPE "Reducible Live" SELFWEIGHT 0 LOADPATTERN "ELFX" TYPE "Seismic" SELFWEIGHT 0 LOADPATTERN "ELFY" TYPE "Seismic" SELFWEIGHT 0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 400 LOADPATTERN "ELFX_Drift" TYPE "Seismic (Drift)" SELFWEIGHT 0 LOADPATTERN "ELFY_Drift" TYPE "Seismic (Drift)" SELFWEIGHT 0 LOADPATTERN "ASCE7 Wind" TYPE "Wind" SELFWEIGHT 0 LOADPATTERN "ASCE7 Wind_10yr" TYPE "Wind" SELFWEIGHT 0 LOADPATTERN "Mass" TYPE "Super Dead" SELFWEIGHT 0 LOADPATTERN "ELFX_2" TYPE "Seismic" SELFWEIGHT 0 LOADPATTERN "ELFY_2" TYPE "Seismic" SELFWEIGHT 0 SEISMIC "ELFX" "ASCE 7-16" DIR "X X+ECC X-ECC" ECC 0.05 TOPSTORY "L11" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 SEISMIC "ELFY" "ASCE 7-16" DIR "Y Y+ECC Y-ECC" ECC 0.05 TOPSTORY "L11" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 SEISMIC "ELFX_Drift" "ASCE 7-16" DIR "X X+ECC X-ECC" ECC 0.05 TOPSTORY "L11" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 SEISMIC "ELFY_Drift" "ASCE 7-16" DIR "Y Y+ECC Y-ECC" ECC 0.05 TOPSTORY "L11" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 SEISMIC "ELFX_2" "ASCE 7-16" DIR "X X+ECC X-ECC" ECC 0.05 TOPSTORY "L11" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 SEISMIC "ELFY_2" "ASCE 7-16" DIR "Y Y+ECC Y-ECC" ECC 0.05 TOPSTORY "L11" BOTTOMSTORY "L01" PERIODTYPE "PROGCALC" CTTYPE 3 R 5 OMEGA 2.5 CD 5 I 1 SITECLASS "D" Ss 1.7655 S1 0.6494 TL 8 WIND "ASCE7 Wind" "ASCE 7-16" EXPOSUREFROM "DIAPHRAGMS" USERCP "No" TOPSTORY "L11" BOTTOMSTORY "L01" PARAPETHEIGHT 72 SPEED 96 EXPOSURE "C" KE 1 KZT 1 GUSTFACTOR 1 KD 0.85 CASE ALL E1 0.15 E2 0.15 WINDEXPOSURE "ASCE7 Wind" "SET" "1" ANGLE 0 WIND "ASCE7 Wind_10yr" "ASCE 7-16" EXPOSUREFROM "DIAPHRAGMS" USERCP "No" TOPSTORY "L11" BOTTOMSTORY "L01" PARAPETHEIGHT 72 SPEED 66 EXPOSURE "C" KE 1 KZT 1 GUSTFACTOR 1 KD 0.85 CASE ALL E1 0.15 E2 0.15 WINDEXPOSURE "ASCE7 Wind_10yr" "SET" "1" ANGLE 0 $ POINT OBJECT LOADS $ FRAME OBJECT LOADS LINELOAD "B40" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B40" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B14" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B14" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B10" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B10" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B10" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B10" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B43" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B53" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B53" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B55" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B55" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B43" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B43" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B55" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B55" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B43" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B55" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B55" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B43" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B55" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B55" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B43" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B55" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B55" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B43" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 401 LINELOAD "B55" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B55" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B43" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B43" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B43" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B43" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B19" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B19" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B21" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 19.16667 LINELOAD "B21" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 19.16667 LINELOAD "B57" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 19.16667 LINELOAD "B57" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 19.16667 LINELOAD "B24" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B24" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B38" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B38" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B2" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B2" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B17" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B17" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B15" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B15" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B54" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B54" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B18" "L05" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B18" "L10" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B18" "L09" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B18" "L08" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B18" "L07" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B18" "L06" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B18" "L04" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B18" "L03" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B18" "L02" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B18" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B22" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B22" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B6" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B6" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B33" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B33" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B29" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B29" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B32" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B32" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B29" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B29" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B32" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B32" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B29" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B29" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B32" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B32" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B29" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B29" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B32" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B32" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B29" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 402 LINELOAD "B29" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B32" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B32" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B29" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B29" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B32" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B32" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B41" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B41" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B44" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B44" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B13" "L01" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B13" "L01" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B16" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B16" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B23" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B23" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B30" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B30" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B36" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B36" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B37" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 19.16667 LINELOAD "B37" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 19.16667 LINELOAD "B21" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B21" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B5" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B5" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B11" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B11" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B5" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B5" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B11" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B11" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B5" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B5" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B11" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B11" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B5" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B5" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B11" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B11" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B5" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B5" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B11" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B11" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B39" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B39" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B42" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B42" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B46" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B46" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B45" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B45" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B48" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 166.6667 LINELOAD "B48" "L02" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B48" "L02" TYPE "UNIFF" DIR "GRAV" LC "LL_red" FVAL 166.6667 LINELOAD "B48" "L02" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B50" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B50" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B51" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B51" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B51" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 19.16667 LINELOAD "B51" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 19.16667 LINELOAD "B52" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B52" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 403 LINELOAD "B50" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B50" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B51" "L09" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B51" "L09" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B50" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B50" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B51" "L08" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B51" "L08" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B50" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B50" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B51" "L07" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B51" "L07" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B50" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B50" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B51" "L06" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B51" "L06" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B50" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B50" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B51" "L05" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B51" "L05" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B50" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B50" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B56" "L04" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B56" "L04" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B58" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B58" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B59" "L03" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B59" "L03" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B5" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 38.33333 LINELOAD "B5" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 38.33333 LINELOAD "B11" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 20 LINELOAD "B11" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 20 LINELOAD "B60" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B60" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 LINELOAD "B11" "L11" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 10 LINELOAD "B11" "L11" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 10 $ SHELL UNIFORM LOAD SETS SHELLUNIFORMLOADSET "11 Roof" LOADPAT "LL_red" VALUE 0.1388889 SHELLUNIFORMLOADSET "11 Roof" LOADPAT "Mass" VALUE 0.1736111 SHELLUNIFORMLOADSET "11 Roof" LOADPAT "SDL" VALUE 0.1388889 SHELLUNIFORMLOADSET "12 Roof MEP" LOADPAT "SDL" VALUE 0.1388889 SHELLUNIFORMLOADSET "12 Roof MEP" LOADPAT "LL_unred" VALUE 1.736111 SHELLUNIFORMLOADSET "12 Roof MEP" LOADPAT "Mass" VALUE 0.6076389 SHELLUNIFORMLOADSET "13 Storage" LOADPAT "SDL" VALUE 0.1215278 SHELLUNIFORMLOADSET "13 Storage" LOADPAT "LL_unred" VALUE 0.8680556 SHELLUNIFORMLOADSET "13 Storage" LOADPAT "Mass" VALUE 0.1215278 SHELLUNIFORMLOADSET "14 BOH" LOADPAT "SDL" VALUE 0.06944445 SHELLUNIFORMLOADSET "14 BOH" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "14 BOH" LOADPAT "Mass" VALUE 0.06944445 SHELLUNIFORMLOADSET "15 Kitchen/Dining" LOADPAT "SDL" VALUE 0.08333334 SHELLUNIFORMLOADSET "15 Kitchen/Dining" LOADPAT "LL_unred" VALUE 1.041667 SHELLUNIFORMLOADSET "15 Kitchen/Dining" LOADPAT "Mass" VALUE 0.08333334 SHELLUNIFORMLOADSET "16 Pool" LOADPAT "SDL" VALUE 2.847222 SHELLUNIFORMLOADSET "16 Pool" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "16 Pool" LOADPAT "Mass" VALUE 1.041667 SHELLUNIFORMLOADSET "17 Outdoor Amenity" LOADPAT "SDL" VALUE 0.7291667 SHELLUNIFORMLOADSET "17 Outdoor Amenity" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "17 Outdoor Amenity" LOADPAT "Mass" VALUE 0.7291667 SHELLUNIFORMLOADSET "18 Outdoor Amenity w Soil" LOADPAT "SDL" VALUE 1.527778 SHELLUNIFORMLOADSET "18 Outdoor Amenity w Soil" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "18 Outdoor Amenity w Soil" LOADPAT "Mass" VALUE 1.527778 SHELLUNIFORMLOADSET "2A Balcony (Stacked)" LOADPAT "SDL" VALUE 0.2951389 SHELLUNIFORMLOADSET "2A Balcony (Stacked)" LOADPAT "LL_red" VALUE 0.4166667 SHELLUNIFORMLOADSET "2A Balcony (Stacked)" LOADPAT "Mass" VALUE 0.2986111 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 404 SHELLUNIFORMLOADSET "2B Balcony (Occupied)" LOADPAT "SDL" VALUE 0.2951389 SHELLUNIFORMLOADSET "2B Balcony (Occupied)" LOADPAT "LL_red" VALUE 0.4166667 SHELLUNIFORMLOADSET "2B Balcony (Occupied)" LOADPAT "Mass" VALUE 0.2986111 SHELLUNIFORMLOADSET "3 Office" LOADPAT "SDL" VALUE 0.2222222 SHELLUNIFORMLOADSET "3 Office" LOADPAT "LL_red" VALUE 0.3472222 SHELLUNIFORMLOADSET "3 Office" LOADPAT "Mass" VALUE 0.1527778 SHELLUNIFORMLOADSET "4 Fitness" LOADPAT "SDL" VALUE 0.5555556 SHELLUNIFORMLOADSET "4 Fitness" LOADPAT "LL_unred" VALUE 0.6944444 SHELLUNIFORMLOADSET "4 Fitness" LOADPAT "Mass" VALUE 0.4861111 SHELLUNIFORMLOADSET "5 MEP" LOADPAT "SDL" VALUE 0.03472222 SHELLUNIFORMLOADSET "5 MEP" LOADPAT "LL_unred" VALUE 0.8680556 SHELLUNIFORMLOADSET "5 MEP" LOADPAT "Mass" VALUE 0.03472222 SHELLUNIFORMLOADSET "6 Parking/Ramp" LOADPAT "SDL" VALUE 0.03472222 SHELLUNIFORMLOADSET "6 Parking/Ramp" LOADPAT "LL_unred" VALUE 0.2777778 SHELLUNIFORMLOADSET "6 Parking/Ramp" LOADPAT "Mass" VALUE 0.03472222 SHELLUNIFORMLOADSET "7 Loading Dock" LOADPAT "SDL" VALUE 0.03472222 SHELLUNIFORMLOADSET "7 Loading Dock" LOADPAT "LL_unred" VALUE 1.736111 SHELLUNIFORMLOADSET "7 Loading Dock" LOADPAT "Mass" VALUE 0.03472222 SHELLUNIFORMLOADSET "8 Lobby/Corridor" LOADPAT "SDL" VALUE 0.08333334 SHELLUNIFORMLOADSET "8 Lobby/Corridor" LOADPAT "LL_red" VALUE 0.6944444 SHELLUNIFORMLOADSET "8 Lobby/Corridor" LOADPAT "Mass" VALUE 0.08333334 SHELLUNIFORMLOADSET "9 GF" LOADPAT "SDL" VALUE 0.4375 SHELLUNIFORMLOADSET "9 GF" LOADPAT "LL_red" VALUE 0.6944444 SHELLUNIFORMLOADSET "9 GF" LOADPAT "Mass" VALUE 0.3680556 SHELLUNIFORMLOADSET "1 Hotel/Resi" LOADPAT "SDL" VALUE 0.2222222 SHELLUNIFORMLOADSET "1 Hotel/Resi" LOADPAT "LL_red" VALUE 0.2777778 SHELLUNIFORMLOADSET "1 Hotel/Resi" LOADPAT "Mass" VALUE 0.1527778 SHELLUNIFORMLOADSET "19 Stacker Paking" LOADPAT "SDL" VALUE 0.9375 SHELLUNIFORMLOADSET "19 Stacker Paking" LOADPAT "Mass" VALUE 0.9375 SHELLUNIFORMLOADSET "19 Stacker Paking" LOADPAT "LL_unred" VALUE 0.8333333 $ SHELL OBJECT LOADS AREALOAD "F1" "L01" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F2" "L01" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F1" "L03" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F19" "L03" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F30" "L03" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F1" "L04" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F1" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F1" "L10" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F1" "L09" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F1" "L08" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F1" "L07" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F1" "L06" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F1" "L05" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F1" "L11" TYPE "UNIFLOADSET" "12 Roof MEP" AREALOAD "F37" "L04" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F37" "L11" TYPE "UNIFLOADSET" "11 Roof" AREALOAD "F37" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F37" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F37" "L10" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F37" "L09" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F37" "L08" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F37" "L07" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F37" "L06" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F37" "L05" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F1" "L02" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F33" "L03" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F33" "L04" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F33" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F33" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F33" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F33" "L06" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F33" "L05" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F15" "L03" TYPE "UNIFLOADSET" "8 Lobby/Corridor" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 405 AREALOAD "F31" "L11" TYPE "UNIFLOADSET" "11 Roof" AREALOAD "F33" "L11" TYPE "UNIFLOADSET" "11 Roof" AREALOAD "F75" "L01" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F38" "L01" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F60" "L02" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F5" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F7" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F37" "L03" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F41" "L03" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F42" "L03" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F45" "L03" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F46" "L03" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F32" "L01" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F52" "L01" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F57" "L01" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F66" "L01" TYPE "UNIFLOADSET" "19 Stacker Paking" AREALOAD "F23" "L01" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F28" "L01" TYPE "UNIFLOADSET" "19 Stacker Paking" AREALOAD "F47" "L01" TYPE "UNIFLOADSET" "9 GF" AREALOAD "F34" "L01" TYPE "UNIFLOADSET" "9 GF" AREALOAD "F35" "L01" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F49" "L03" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F50" "L03" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F51" "L03" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F53" "L03" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F54" "L03" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F55" "L03" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F58" "L03" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F59" "L03" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F27" "L04" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F29" "L04" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F50" "L04" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F51" "L04" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F54" "L04" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F55" "L04" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F58" "L04" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F39" "L04" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F27" "L05" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F29" "L05" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F50" "L05" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F51" "L05" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F54" "L05" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F55" "L05" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F58" "L05" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F39" "L05" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F54" "L09" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F55" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F54" "L08" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F55" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F54" "L07" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F55" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F58" "L09" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F39" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F58" "L08" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F39" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F58" "L07" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F39" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F54" "L06" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F55" "L06" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F58" "L06" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F39" "L06" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F27" "L08" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F29" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F27" "L07" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F29" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 406 AREALOAD "F27" "L06" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F29" "L06" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F50" "L08" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F51" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F50" "L06" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F51" "L06" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F50" "L07" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F51" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F27" "L09" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F29" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F50" "L09" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F51" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F48" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F48" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F48" "L10" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F62" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F62" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F62" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F63" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F63" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F63" "L10" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F64" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F64" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F64" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F67" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F67" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F67" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F69" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F69" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F69" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F70" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F70" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F70" "L10" TYPE "UNIFLOADSET" "12 Roof MEP" AREALOAD "F71" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F71" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F71" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F72" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F72" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F72" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F73" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F73" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F73" "L10" TYPE "UNIFLOADSET" "12 Roof MEP" AREALOAD "F68" "L01" TYPE "UNIFLOADSET" "19 Stacker Paking" AREALOAD "F74" "L01" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F76" "L01" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F77" "L01" TYPE "UNIFLOADSET" "19 Stacker Paking" AREALOAD "F79" "L03" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F81" "L03" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F82" "L03" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F83" "L03" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F84" "L03" TYPE "UNIFLOADSET" "16 Pool" AREALOAD "F45" "L04" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F3" "L04" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F16" "L04" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F8" "L04" TYPE "UNIFLOADSET" "13 Storage" AREALOAD "F6" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F6" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F6" "L10" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F15" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F15" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F15" "L10" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F15" "L09" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F15" "L08" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F15" "L07" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F15" "L06" TYPE "UNIFLOADSET" "8 Lobby/Corridor" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 407 AREALOAD "F15" "L05" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F45" "L11" TYPE "UNIFLOADSET" "11 Roof" AREALOAD "F15" "L11" TYPE "UNIFLOADSET" "11 Roof" AREALOAD "F15" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F16" "L09" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F8" "L09" TYPE "UNIFLOADSET" "13 Storage" AREALOAD "F16" "L08" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F16" "L07" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F8" "L07" TYPE "UNIFLOADSET" "13 Storage" AREALOAD "F16" "L06" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F8" "L06" TYPE "UNIFLOADSET" "13 Storage" AREALOAD "F16" "L05" TYPE "UNIFLOADSET" "1 Hotel/Resi" AREALOAD "F8" "L05" TYPE "UNIFLOADSET" "13 Storage" AREALOAD "F22" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F22" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F22" "L10" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F24" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F24" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F24" "L10" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F44" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F44" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F44" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F4" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F8" "L08" TYPE "UNIFLOADSET" "13 Storage" AREALOAD "F6" "L09" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F6" "L08" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F6" "L07" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F6" "L06" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F6" "L05" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F80" "L01" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F65" "L01" TYPE "UNIFLOADSET" "5 MEP" AREALOAD "F9" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F9" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F9" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F10" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F10" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F10" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F11" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F11" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F11" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F13" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F13" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F13" "L10" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F20" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F20" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F20" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F26" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F26" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F26" "L10" TYPE "UNIFLOADSET" "8 Lobby/Corridor" AREALOAD "F61" "L10" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F85" "L10" TYPE "UNIFF" DIR "GRAV" LC "SDL" FVAL 0.3472222 AREALOAD "F85" "L10" TYPE "UNIFF" DIR "GRAV" LC "Mass" FVAL 0.3472222 AREALOAD "F85" "L10" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F86" "L10" TYPE "UNIFLOADSET" "17 Outdoor Amenity" AREALOAD "F40" "L02" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F43" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F56" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F87" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F89" "L02" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F90" "L02" TYPE "UNIFLOADSET" "13 Storage" AREALOAD "F91" "L02" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F92" "L02" TYPE "UNIFLOADSET" "14 BOH" AREALOAD "F93" "L02" TYPE "UNIFLOADSET" "15 Kitchen/Dining" AREALOAD "F94" "L02" TYPE "UNIFLOADSET" "14 BOH" AREALOAD "F95" "L02" TYPE "UNIFLOADSET" "3 Office" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 408 AREALOAD "F96" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F97" "L02" TYPE "UNIFLOADSET" "3 Office" AREALOAD "F98" "L02" TYPE "UNIFLOADSET" "3 Office" $ ANALYSIS OPTIONS ACTIVEDOF "UX UY UZ RX RY RZ" MODELHINGESINLINKS "Yes" HINGEDAMPINGOPTION "KT" PDELTA METHOD "ITERATIVE" TOL 0.0001 PDELTA LOAD "Dead" FACTOR 1.2 PDELTA LOAD "SDL" FACTOR 1.2 PDELTA LOAD "LL_red" FACTOR 1 PDELTA LOAD "LL_unred" FACTOR 1 PDELTA LOAD "LL_roof" FACTOR 1 AUTOMESHOPTIONS MESHTYPE "RECTANGULAR" LOCALIZEDFLOORMESHING "Yes" FLOORMESHMERGEJOINTS "Yes" FLOORMESHMAXSIZE 48 WALLMESHMAXSIZE 60 $ MASS SOURCE MASSSOURCE "MsSrc1" INCLUDEELEMENTS "Yes" INCLUDEADDEDMASS "No" INCLUDELOADS "Yes" INCLUDEMOVE "No" INCLUDELATERALMASS "Yes" INCLUDEVERTICALMASS "No" LUMPATSTORIES "Yes" ISDEFAULT "Yes" MASSSOURCELOAD "MsSrc1" "Mass" 1 $ FUNCTIONS FUNCTION "RampTH" FUNCTYPE "HISTORY" HISTTYPE "USER" FUNCTION "RampTH" TIMEVAL "0 0 1 1 4 1" FUNCTION "UnifTH" FUNCTYPE "HISTORY" HISTTYPE "USER" FUNCTION "UnifTH" TIMEVAL "0 1 1 1" FUNCTION "3B-Prelim Geotech" FUNCTYPE "SPECTRUM" DAMPRATIO 0.05 SPECTYPE "USER" FUNCTION "3B-Prelim Geotech" TIMEVAL "0.01 0.501 0.02 0.502 0.03 0.52 0.05 0.595 0.075 0.714 0.1 0.837 0.15 1.023 0.2 1.163" FUNCTION "3B-Prelim Geotech" TIMEVAL "0.25 1.277 0.3 1.307 0.4 1.258 0.5 1.177 0.75 0.931 1 0.73 1.5 0.491 2 0.358" FUNCTION "3B-Prelim Geotech" TIMEVAL "3 0.227 4 0.161 5 0.123 7.5 0.082 10 0.049" FUNCTION "DBE_RS" FUNCTYPE "SPECTRUM" DAMPRATIO 0.05 SPECTYPE "USER" FUNCTION "DBE_RS" TIMEVAL "0 0.4708 0.1251 1.177 0.6253 1.177 0.8 0.92 1 0.736 1.2 0.6133 1.4 0.5257 1.6 0.46" FUNCTION "DBE_RS" TIMEVAL "1.8 0.4089 2 0.368 2.5 0.2944 3 0.2453 3.5 0.2103 4 0.184 4.5 0.1636 5 0.1472" FUNCTION "DBE_RS" TIMEVAL "5.5 0.1338 6 0.1227 6.5 0.1132 7 0.1051 7.5 0.0981 8 0.092 8.5 0.0815 9 0.0727" FUNCTION "DBE_RS" TIMEVAL "9.5 0.0652 10 0.0589" $ GENERALIZED DISPLACEMENTS $ LOAD CASES LOADCASE "Modal-Ritz" TYPE "Modal - Ritz" INITCOND "PRESET" LOADCASE "Modal-Ritz" ACCEL "UX" LOADCASE "Modal-Ritz" ACCEL "UY" LOADCASE "Modal-Ritz" ACCEL "RZ" LOADCASE "Modal-Ritz" MAXMODES 30 MINMODES 1 LOADCASE "Modal-Eigen" TYPE "Modal - Eigen" INITCOND "PRESET" LOADCASE "Modal-Eigen" MAXMODES 40 MINMODES 1 EIGENSHIFTFREQ 0 EIGENCUTOFF 0 EIGENTOL 1E-09 LOADCASE "Dead" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "Dead" LOADPAT "Dead" SF 1 LOADCASE "SDL" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "SDL" LOADPAT "SDL" SF 1 LOADCASE "LL_red" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "LL_red" LOADPAT "LL_red" SF 1 LOADCASE "LL_unred" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "LL_unred" LOADPAT "LL_unred" SF 1 LOADCASE "LL_roof" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "LL_roof" LOADPAT "LL_roof" SF 1 LOADCASE "ELFX" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFX" LOADPAT "ELFX" SF 1 LOADCASE "ELFY" TYPE "Linear Static" INITCOND "PRESET" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 409 LOADCASE "ELFY" LOADPAT "ELFY" SF 1 LOADCASE "RSX" TYPE "Response Spectrum" MODALCASE "Modal-Ritz" LOADCASE "RSX" ACCEL "U1" FUNC "DBE_RS" SF 120.279 LOADCASE "RSX" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSX" ECCENRATIOTYPICAL 0.05 LOADCASE "RSY" TYPE "Response Spectrum" MODALCASE "Modal-Ritz" LOADCASE "RSY" ACCEL "U2" FUNC "DBE_RS" SF 123.508 LOADCASE "RSY" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSY" ECCENRATIOTYPICAL 0.05 LOADCASE "ELFX_Drift" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFX_Drift" LOADPAT "ELFX_Drift" SF 1 LOADCASE "ELFY_Drift" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFY_Drift" LOADPAT "ELFY_Drift" SF 1 LOADCASE "W10yr" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "W10yr" LOADPAT "ASCE7 Wind_10yr" SF 1 LOADCASE "W700yr" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "W700yr" LOADPAT "ASCE7 Wind" SF 1 LOADCASE "Mass" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "Mass" LOADPAT "Mass" SF 1 LOADCASE "RSX_Drift" TYPE "Response Spectrum" MODALCASE "Modal -Ritz" LOADCASE "RSX_Drift" ACCEL "U1" FUNC "DBE_RS" SF 77.28 LOADCASE "RSX_Drift" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSX_Drift" ECCENRATIOTYPICAL 0.1 LOADCASE "RSY_Drift" TYPE "Response Spectrum" MODALCASE "Modal -Ritz" LOADCASE "RSY_Drift" ACCEL "U2" FUNC "DBE_RS" SF 77.28 LOADCASE "RSY_Drift" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSY_Drift" ECCENRATIOTYPICAL 0.1 LOADCASE "ELFX_2" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFX_2" LOADPAT "ELFX_2" SF 1 LOADCASE "ELFY_2" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "ELFY_2" LOADPAT "ELFY_2" SF 1 LOADCASE "RSX-3b" TYPE "Response Spectrum" MODALCASE "Modal-Ritz" LOADCASE "RSX-3b" ACCEL "U1" FUNC "3B-Prelim Geotech" SF 114.7792 LOADCASE "RSX-3b" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSX-3b" ECCENRATIOTYPICAL 0.05 LOADCASE "RSY-3b" TYPE "Response Spectrum" MODALCASE "Modal-Ritz" LOADCASE "RSY-3b" ACCEL "U2" FUNC "3B-Prelim Geotech" SF 120.0709 LOADCASE "RSY-3b" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSY-3b" ECCENRATIOTYPICAL 0.05 LOADCASE "RSX_3b_Drift" TYPE "Response Spectrum" MODALCASE "Modal -Ritz" LOADCASE "RSX_3b_Drift" ACCEL "U1" FUNC "3B-Prelim Geotech" SF 77.28 LOADCASE "RSX_3b_Drift" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSX_3b_Drift" ECCENRATIOTYPICAL 0.05 LOADCASE "RSY_3b_Drift" TYPE "Response Spectrum" MODALCASE "Modal -Ritz" LOADCASE "RSY_3b_Drift" ACCEL "U2" FUNC "3B-Prelim Geotech" SF 77.28 LOADCASE "RSY_3b_Drift" MODALDAMPTYPE "Constant" CONSTDAMP 0.05 LOADCASE "RSY_3b_Drift" ECCENRATIOTYPICAL 0.05 $ LOAD COMBINATIONS COMBO "LRFD1: 1.4D" TYPE "Linear Add" COMBO "LRFD1: 1.4D" LOADCASE "Dead" SF 1.4 COMBO "LRFD1: 1.4D" LOADCASE "SDL" SF 1.4 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" TYPE "Linear Add" COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "Dead" SF 1.2 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "SDL" SF 1.2 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "LL_red" SF 1.6 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "LL_unred" SF 1.6 COMBO "LRFD2: 1.2D+1.6L+0.5Lr" LOADCASE "LL_roof" SF 0.5 COMBO "Env LRFD" TYPE "Envelope" COMBO "Env LRFD" LOADCOMBO "LRFD1: 1.4D" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD2: 1.2D+1.6L+0.5Lr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" SF 1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 410 COMBO "Env LRFD" LOADCOMBO "LRFD6.1: 0.9D+1.0W700yr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD6.2: 0.9D-1.0W700yr" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" SF 1 COMBO "Env LRFD" LOADCOMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" SF 1 COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" TYPE "Linear Add" COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" LOADCASE "Dead" SF 1.2 COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" LOADCASE "SDL" SF 1.2 COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" LOADCASE "LL_roof" SF 1.6 COMBO "LRFD3.1: 1.2D+1.6Lr+0.5W700yr" LOADCASE "W700yr" SF 0.5 COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" TYPE "Linear Add" COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" LOADCASE "Dead" SF 1.2 COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" LOADCASE "SDL" SF 1.2 COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" LOADCASE "LL_roof" SF 1.6 COMBO "LRFD3.2: 1.2D+1.6Lr-0.5W700yr" LOADCASE "W700yr" SF -0.5 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" TYPE "Linear Add" COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "Dead" SF 1.2 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "SDL" SF 1.2 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "W700yr" SF 1 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_red" SF 1 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_unred" SF 1 COMBO "LRFD4.1: 1.2D+1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_roof" SF 0.5 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" TYPE "Linear Add" COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "Dead" SF 1.2 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "SDL" SF 1.2 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "W700yr" SF -1 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_red" SF 1 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_unred" SF 1 COMBO "LRFD4.2: 1.2D-1.0W700yr+1.0L+0.5Lr" LOADCASE "LL_roof" SF 0.5 COMBO "LRFD6.1: 0.9D+1.0W700yr" TYPE "Linear Add" COMBO "LRFD6.1: 0.9D+1.0W700yr" LOADCASE "Dead" SF 0.9 COMBO "LRFD6.1: 0.9D+1.0W700yr" LOADCASE "SDL" SF 0.9 COMBO "LRFD6.1: 0.9D+1.0W700yr" LOADCASE "W700yr" SF 1 COMBO "LRFD6.2: 0.9D-1.0W700yr" TYPE "Linear Add" COMBO "LRFD6.2: 0.9D-1.0W700yr" LOADCASE "Dead" SF 0.9 COMBO "LRFD6.2: 0.9D-1.0W700yr" LOADCASE "SDL" SF 0.9 COMBO "LRFD6.2: 0.9D-1.0W700yr" LOADCASE "W700yr" SF -1 COMBO "AltASD1: 1.0D+1.0L" TYPE "Linear Add" COMBO "AltASD1: 1.0D+1.0L" LOADCASE "Dead" SF 1 COMBO "AltASD1: 1.0D+1.0L" LOADCASE "SDL" SF 1 COMBO "AltASD1: 1.0D+1.0L" LOADCASE "LL_red" SF 0.4 COMBO "AltASD1: 1.0D+1.0L" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "ELFX" SF 0.7143 COMBO "AltASD5.1: 1.0D+1.0L+(ELFX+0.3ELFY)/1.4" LOADCASE "ELFY" SF 0.2143 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "ELFX" SF 0.7143 COMBO "AltASD5.2: 1.0D+1.0L+(ELFX-0.3ELFY)/1.4" LOADCASE "ELFY" SF -0.2143 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "ELFX" SF -0.7143 COMBO "AltASD5.3: 1.0D+1.0L+(-ELFX+0.3ELFY)/1.4" LOADCASE "ELFY" SF 0.2143 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" TYPE "Linear Add" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 411 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "ELFX" SF -0.7143 COMBO "AltASD5.4: 1.0D+1.0L+(-ELFX-0.3ELFY)/1.4" LOADCASE "ELFY" SF -0.2143 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "ELFY" SF 0.7143 COMBO "AltASD5.5: 1.0D+1.0L+(ELFY+0.3ELFX)/1.4" LOADCASE "ELFX" SF 0.2143 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "ELFY" SF 0.7143 COMBO "AltASD5.6: 1.0D+1.0L+(ELFY-0.3ELFX)/1.4" LOADCASE "ELFX" SF -0.2143 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "ELFY" SF -0.7143 COMBO "AltASD5.7: 1.0D+1.0L+(-ELFY+0.3ELFX)/1.4" LOADCASE "ELFX" SF 0.2143 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "Dead" SF 1 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "SDL" SF 1 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "LL_red" SF 0.4 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "LL_unred" SF 1 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "ELFY" SF -0.7143 COMBO "AltASD5.8: 1.0D+1.0L+(-ELFY-0.3ELFX)/1.4" LOADCASE "ELFX" SF -0.2143 COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" LOADCASE "ELFX" SF 0.7143 COMBO "AltASD6.1: 0.9D+(ELFX+0.3ELFY)/1.4" LOADCASE "ELFY" SF 0.2143 COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" LOADCASE "ELFX" SF 0.7143 COMBO "AltASD6.2: 0.9D+(ELFX-0.3ELFY)/1.4" LOADCASE "ELFY" SF -0.2143 COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" LOADCASE "ELFX" SF -0.7143 COMBO "AltASD6.3: 0.9D+(-ELFX+0.3ELFY)/1.4" LOADCASE "ELFY" SF 0.2143 COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" TYPE "Linear Add" COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" LOADCASE "ELFX" SF -0.7143 COMBO "AltASD6.4: 0.9D+(-ELFX-0.3ELFY)/1.4" LOADCASE "ELFY" SF -0.2143 COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" LOADCASE "ELFY" SF 0.7143 COMBO "AltASD6.5: 0.9D+(ELFY+0.3ELFX)/1.4" LOADCASE "ELFX" SF 0.2143 COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" LOADCASE "ELFY" SF 0.7143 COMBO "AltASD6.6: 0.9D+(ELFY-0.3ELFX)/1.4" LOADCASE "ELFX" SF -0.2143 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" TYPE "Linear Add" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 412 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" LOADCASE "ELFY" SF -0.7143 COMBO "AltASD6.7: 0.9D+(-ELFY+0.3ELFX)/1.4" LOADCASE "ELFX" SF 0.2143 COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" TYPE "Linear Add" COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" LOADCASE "Dead" SF 0.9 COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" LOADCASE "SDL" SF 0.9 COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" LOADCASE "ELFY" SF -0.7143 COMBO "AltASD6.8: 0.9D+(-ELFY-0.3ELFX)/1.4" LOADCASE "ELFX" SF -0.2143 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "ELFX" SF 1 COMBO "LRFD5.1: (1.2+0.2SDS)D+1.0(ELFX+0.3ELFY)+1.0L" LOADCASE "ELFY" SF 0.3 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "ELFX" SF 1 COMBO "LRFD5.2: (1.2+0.2SDS)D+1.0(ELFX-0.3ELFY)+1.0L" LOADCASE "ELFY" SF -0.3 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "ELFX" SF -1 COMBO "LRFD5.3: (1.2+0.2SDS)D+1.0(-ELFX+0.3ELFY)+1.0L" LOADCASE "ELFY" SF 0.3 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "ELFX" SF -1 COMBO "LRFD5.4: (1.2+0.2SDS)D+1.0(-ELFX-0.3ELFY)+1.0L" LOADCASE "ELFY" SF -0.3 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" TYPE "Linear Add" COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "ELFY" SF 1 COMBO "LRFD5.5: (1.2+0.2SDS)D+1.0(ELFY+0.3ELFX)+1.0L" LOADCASE "ELFX" SF 0.3 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" TYPE "Linear Add" COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "ELFY" SF 1 COMBO "LRFD5.6: (1.2+0.2SDS)D+1.0(ELFY-0.3ELFX)+1.0L" LOADCASE "ELFX" SF -0.3 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" TYPE "Linear Add" COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "ELFY" SF -1 COMBO "LRFD5.7: (1.2+0.2SDS)D+1.0(-ELFY+0.3ELFX)+1.0L" LOADCASE "ELFX" SF 0.3 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" TYPE "Linear Add" COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "ELFY" SF -1 COMBO "LRFD5.8: (1.2+0.2SDS)D+1.0(-ELFY-0.3ELFX)+1.0L" LOADCASE "ELFX" SF -0.3 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 413 COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" TYPE "Linear Add" COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" LOADCASE "ELFX" SF 1 COMBO "LRFD7.1: (0.9-0.2SDS)D+1.0(ELFX+0.3ELFY)" LOADCASE "ELFY" SF 0.3 COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" TYPE "Linear Add" COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" LOADCASE "ELFX" SF 1 COMBO "LRFD7.2: (0.9-0.2SDS)D+1.0(ELFX-0.3ELFY)" LOADCASE "ELFY" SF -0.3 COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" TYPE "Linear Add" COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" LOADCASE "ELFX" SF -1 COMBO "LRFD7.3: (0.9-0.2SDS)D+1.0(-ELFX+0.3ELFY)" LOADCASE "ELFY" SF 0.3 COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" TYPE "Linear Add" COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" LOADCASE "ELFX" SF -1 COMBO "LRFD7.4: (0.9-0.2SDS)D+1.0(-ELFX-0.3ELFY)" LOADCASE "ELFY" SF -0.3 COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" TYPE "Linear Add" COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" LOADCASE "ELFY" SF 1 COMBO "LRFD7.5: (0.9-0.2SDS)D+1.0(ELFY+0.3ELFX)" LOADCASE "ELFX" SF 0.3 COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" TYPE "Linear Add" COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" LOADCASE "ELFY" SF 1 COMBO "LRFD7.6: (0.9-0.2SDS)D+1.0(ELFY-0.3ELFX)" LOADCASE "ELFX" SF -0.3 COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" TYPE "Linear Add" COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" LOADCASE "ELFY" SF -1 COMBO "LRFD7.7: (0.9-0.2SDS)D+1.0(-ELFY+0.3ELFX)" LOADCASE "ELFX" SF 0.3 COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" TYPE "Linear Add" COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" LOADCASE "ELFY" SF -1 COMBO "LRFD7.8: (0.9-0.2SDS)D+1.0(-ELFY-0.3ELFX)" LOADCASE "ELFX" SF -0.3 COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" TYPE "Linear Add" COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" DESIGN "Wall" COMBOTYPE "Strength" COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" LOADCASE "RSX-3b" SF 1 COMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" LOADCASE "RSY-3b" SF 0.3 COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" TYPE "Linear Add" COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" DESIGN "Wall" COMBOTYPE "Strength" COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" LOADCASE "Dead" SF 0.6646 COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" LOADCASE "SDL" SF 0.6646 COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" LOADCASE "RSX-3b" SF 0.3 COMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" LOADCASE "RSY-3b" SF 1 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" DESIGN "Wall" COMBOTYPE "Strength" COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "LL_red" SF 1 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "RSX -3b" SF 1 COMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" LOADCASE "RSY -3b" SF 0.3 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" TYPE "Linear Add" COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" DESIGN "Wall" COMBOTYPE "Strength" COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "Dead" SF 1.4354 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "SDL" SF 1.4354 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "LL_red" SF 1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 414 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "RSX-3b" SF 0.3 COMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" LOADCASE "RSY-3b" SF 1 COMBO "LRFD5.11: 1.2D+1.0L+Cd(RSX+0.3RSY)" TYPE "Linear Add" COMBO "LRFD5.11: 1.2D+1.0L+Cd(RSX+0.3RSY)" DESIGN "Wall" COMBOTYPE "Strength" COMBO "LRFD5.11: 1.2D+1.0L+Cd(RSX+0.3RSY)" LOADCASE "Dead" SF 1.2 COMBO "LRFD5.11: 1.2D+1.0L+Cd(RSX+0.3RSY)" LOADCASE "SDL" SF 1.2 COMBO "LRFD5.11: 1.2D+1.0L+Cd(RSX+0.3RSY)" LOADCASE "LL_red" SF 1 COMBO "LRFD5.11: 1.2D+1.0L+Cd(RSX+0.3RSY)" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.11: 1.2D+1.0L+Cd(RSX+0.3RSY)" LOADCASE "RSX-3b" SF 5 COMBO "LRFD5.11: 1.2D+1.0L+Cd(RSX+0.3RSY)" LOADCASE "RSY-3b" SF 1.5 COMBO "LRFD5.12: 1.2D+1.0L+Cd(0.3RSX+1.0RSY)" TYPE "Linear Add" COMBO "LRFD5.12: 1.2D+1.0L+Cd(0.3RSX+1.0RSY)" DESIGN "Wall" COMBOTYPE "Strength" COMBO "LRFD5.12: 1.2D+1.0L+Cd(0.3RSX+1.0RSY)" LOADCASE "Dead" SF 1.2 COMBO "LRFD5.12: 1.2D+1.0L+Cd(0.3RSX+1.0RSY)" LOADCASE "SDL" SF 1.2 COMBO "LRFD5.12: 1.2D+1.0L+Cd(0.3RSX+1.0RSY)" LOADCASE "LL_red" SF 1 COMBO "LRFD5.12: 1.2D+1.0L+Cd(0.3RSX+1.0RSY)" LOADCASE "LL_unred" SF 1 COMBO "LRFD5.12: 1.2D+1.0L+Cd(0.3RSX+1.0RSY)" LOADCASE "RSX-3b" SF 1.5 COMBO "LRFD5.12: 1.2D+1.0L+Cd(0.3RSX+1.0RSY)" LOADCASE "RSY-3b" SF 5 COMBO "LRFD7.11: 0.9D+Cd(RSX+0.3RSY)" TYPE "Linear Add" COMBO "LRFD7.11: 0.9D+Cd(RSX+0.3RSY)" DESIGN "Wall" COMBOTYPE "Strength" COMBO "LRFD7.11: 0.9D+Cd(RSX+0.3RSY)" LOADCASE "Dead" SF 0.9 COMBO "LRFD7.11: 0.9D+Cd(RSX+0.3RSY)" LOADCASE "SDL" SF 0.9 COMBO "LRFD7.11: 0.9D+Cd(RSX+0.3RSY)" LOADCASE "RSX-3b" SF 5 COMBO "LRFD7.11: 0.9D+Cd(RSX+0.3RSY)" LOADCASE "RSY-3b" SF 1.5 COMBO "LRFD7.12: 0.9D+Cd(RSY+0.3RSX)" TYPE "Linear Add" COMBO "LRFD7.12: 0.9D+Cd(RSY+0.3RSX)" DESIGN "Wall" COMBOTYPE "Strength" COMBO "LRFD7.12: 0.9D+Cd(RSY+0.3RSX)" LOADCASE "Dead" SF 0.9 COMBO "LRFD7.12: 0.9D+Cd(RSY+0.3RSX)" LOADCASE "SDL" SF 0.9 COMBO "LRFD7.12: 0.9D+Cd(RSY+0.3RSX)" LOADCASE "RSX-3b" SF 1.5 COMBO "LRFD7.12: 0.9D+Cd(RSY+0.3RSX)" LOADCASE "RSY-3b" SF 5 COMBO "ENV_Seismic" TYPE "Envelope" COMBO "ENV_Seismic" LOADCOMBO "LRFD7.9: (0.9-0.2SDS)D+1.0(RSX+0.3RSY)" SF 1 COMBO "ENV_Seismic" LOADCOMBO "LRFD7.10: (0.9-0.2SDS)D+1.0(RSY+0.3RSX)" SF 1 COMBO "ENV_Seismic" LOADCOMBO "LRFD5.9: (1.2+0.2SDS)D+1.0(RSX+0.3RSY)+1.0L" SF 1 COMBO "ENV_Seismic" LOADCOMBO "LRFD5.10: (1.2+0.2SDS)D+1.0(0.3RSX+RSY)+1.0L" SF 1 $ STEEL DESIGN PREFERENCES STEELPREFERENCE CODE "AISC 360-16" THDESIGN "EVERYSTEP-ALL" FRAMETYPE "SMF" STEELPREFERENCE SDC "D" IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 0.5 STEELPREFERENCE SYSTEMR 8 OMEGA0 3 SYSTEMCD 5.5 STEELPREFERENCE PROVISION "LRFD" ANALYSISMETHOD "DIRECT ANALYSIS" SECONDORDERMETHOD "GENERAL 2ND ORDER" STIFFNESSREDUCTIONMETHOD "TAU-B FIXED" AANOTIONALTOLATERALCOMBOS "NO" BETA 1.3 BETAOMEGA 1.6 STEELPREFERENCE PHIBAISC05 0.9 PHICAISC05 0.9 PHITYAISC05 0.9 PHITFAISC05 0.75 STEELPREFERENCE PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 STEELPREFERENCE IGNORESEISMICCODE "NO" IGNORESPECIALSEISMICLOAD "NO" ISDOUBLERPLATEPLUGWELDED "YES" STEELPREFERENCE HSSWELDINGTYPE "ERW" REDUCEHSSTHICKNESS "NO" STEELPREFERENCE CONSIDERDEFLECTION "YES" STEELPREFERENCE DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 STEELPREFERENCE PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 $ CONCRETE DESIGN PREFERENCES CONCRETEPREFERENCE CODE "ACI 318-14" THDESIGN "EVERYSTEP-ALL" CONSIDERMINECCENTRICITY "YES" DESIGNFORBCCR "YES" CONCRETEPREFERENCE IGNOREBENEFICIALPUINBEAMDESIGN "NO" CONCRETEPREFERENCE NUMINTERCURVES 24 NUMINTERPOINTS 11 PATTERNLLF 0.75 UFLIMIT 1 CONCRETEPREFERENCE SDC "D" OMEGA0 2 RHO 1 SDS 0.5 CONSIDERICC_ESR2017 "NO" CONCRETEPREFERENCE PHITENSIONCTRL 0.9 PHICOMPRESSIONCTRLTIED 0.65 PHICOMPRESSIONCTRLSPIRAL 0.75 CONCRETEPREFERENCE PHISHEARTORSION 0.75 PHISHEARSEISMIC 0.6 PHISHEARJOINT 0.85 CONCRETEPREFERENCE USERSTRESS "NO" INITCONCRAT 0.8 LLFRACTION 0.5 $ COMPOSITE DESIGN PREFERENCES COMPOSITEPREFERENCE CODE "AISC 360-16" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 415 COMPOSITEPREFERENCE PHI-B 0.9 PHI-BCNE 0.9 PHI-BCNP 0.9 PHI-BCPP 0.9 PHI-V 0.9 PHI-C 0.9 PHI-T 0.9 COMPOSITEPREFERENCE SHORED "NO" WITHAXIALFORCE "NO" %MIDDLERANGE 70 PATTERNLLF 0.75 SRLIMIT 1 COMPOSITEPREFERENCE MIN%COMPOSITE 25 MAX%COMPOSITE 100 SINGLESEGMENT "NO" COMPOSITEPREFERENCE MINLONGSPACING 4.5 MAXLONGSPACING 36 MINTRANSSPACING 3 MAXSTUDSPERROW 3 COMPOSITEPREFERENCE DLLIMIT 0 SLLIMIT 240 LLLIMIT 360 TLLIMIT 240 CREEPFACTOR 1 COMPOSITEPREFERENCE CALCULATECAMBER "YES" %DLCAMBER 80 MINDEPTHFORCAMBER 13.5 MINWEBTHICKFORCAMBER 0.25 MINSPANFORCAMBER 288 COMPOSITEPREFERENCE CAMBERIGNORE 0.75 CAMBERELMIN 900 CAMBERABSMAX 6 CAMBERRELMAX 180 CAMBERINTERVAL 0.25 CAMBERROUNDDOWN "YES" COMPOSITEPREFERENCE %VIBLL 25 CONSIDERFREQ "NO" MINFREQ 8 CONSIDERDAMP "NO" %INHERENTDAMP 4 COMPOSITEPREFERENCE VIBRATIONCRITERION "WALKING" OCCUPANCYCATEGORY "PAPEROFFICE" DAMPINGRATIO 0.025 WALKINGACCELERATIONLIMIT 0.005 COMPOSITEPREFERENCE RHYTHMICACTIVITY "AEROBICS" AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE" COMPOSITEPREFERENCE RHYTHMICACCELERATIONLIMIT 0.005 UPPERSTEPFREQUENCY 2.75 LOWERSTEPFREQUENCY 2 NUMBERFREQUENCIES 16 COMPOSITEPREFERENCE EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM" VIBVELOCITYLIMIT 8000 WALKINGSPEED "VERYSLOW" COMPOSITEPREFERENCE SENSITIVIBFSTEP 1.25 SENSVIBFL 6 SENSVIBFU 8 SENSVIBGAMMA 0.1 COMPOSITEPREFERENCE OPTIMIZEPRICE "YES" STEELPRICE 1 CONNECTORPRICE 2 CAMBERPRICE 0.1 $ COMPOSITE COLUMN DESIGN PREFERENCES COMPOSITECOLUMNPREFERENCE CODE "AISC 360-10" THDESIGN "EVERYSTEP-ALL" COMPOSITECOLUMNPREFERENCE PROVISION "LRFD" ANALYSISMETHOD "DIRECT ANALYSIS" SECONDORDERMETHOD "GENERAL 2ND ORDER" STIFFNESSREDUCTIONMETHOD "TAU-B FIXED" COMPOSITECOLUMNPREFERENCE PHIBAISC05 0.9 PHICAISC05 0.75 PHITYAISC05 0.9 PHITFAISC05 0.75 COMPOSITECOLUMNPREFERENCE PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 COMPOSITECOLUMNPREFERENCE IGNORESEISMICCODE "NO" IGNORESPECIALSEISMICLOAD "NO" ISDOUBLERPLATEPLUGWELDED "YES" COMPOSITECOLUMNPREFERENCE HSSWELDINGTYPE "ERW" REDUCEHSSTHICKNESS "NO" COMPOSITECOLUMNPREFERENCE PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 $ WALL DESIGN PREFERENCES WALLPREFERENCE CODE "ACI 318-14" THDESIGN "EVERYSTEP-ALL" WALLPREFERENCE REBARMATERIAL "A615Gr60" REBARSHEARMATERIAL "A615Gr60" WALLPREFERENCE RHO 1 SDS 1.177 I 1 CD 5 PHI-TCTRL 0.9 PHI-CCTRL 0.65 PHI-SHEAR 0.75 PHI- SHEARSEIS 0.6 PMAXFACTOR 0.8 WALLPREFERENCE NUMCURVES 24 NUMPOINTS 11 WALLPREFERENCE PTMAX 0.06 PCMAX 0.04 IPMAX 0.04 IPMIN 0.0025 WALLPREFERENCE UFLIMIT 0.95 $ CONCRETE SLAB DESIGN PREFERENCES CONCRETESLABPREFERENCE CODE "ACI 318-14" PHITENACI 0.9 PHICOMPACI 0.65 PHISHEARACI 0.75 CONCRETESLABPREFERENCE IGNOREBENEFICIALPUINSLABDESIGN "NO" CONCRETESLABPREFERENCE COVERTOP 0.75 COVERBOT 0.75 BARSIZE "#6" INNERLAYER "B" PTCGSTOP 1 PTCGSBOTEXT 1.75 PTCGSBOTINT 1 SLABTYPE "Two Way" CONCRETESLABPREFERENCE USERSTRESS "No" INITCONCRAT 0.8 LLFRACTION 0.5 $ SECTION CUTS SECTIONCUT "L2_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 138 SECTIONCUT "L2_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 150 SECTIONCUT "L2_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 150 SECTIONCUT "L2_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 138 SECTIONCUT "L2_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 138 SECTIONCUT "L2_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 150 SECTIONCUT "L2_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 150 SECTIONCUT "L2_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 138 SECTIONCUT "L2_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 138 SECTIONCUT "L2_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 150 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 416 SECTIONCUT "L2_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 150 SECTIONCUT "L2_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 138 SECTIONCUT "L2_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 138 SECTIONCUT "L2_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 150 SECTIONCUT "L2_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 150 SECTIONCUT "L2_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 138 SECTIONCUT "L2_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 138 SECTIONCUT "L2_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 150 SECTIONCUT "L2_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 150 SECTIONCUT "L2_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 138 SECTIONCUT "L2_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 138 SECTIONCUT "L2_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 150 SECTIONCUT "L2_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 150 SECTIONCUT "L2_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 138 SECTIONCUT "L2_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 138 SECTIONCUT "L2_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 150 SECTIONCUT "L2_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 150 SECTIONCUT "L2_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 138 SECTIONCUT "L2_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 138 SECTIONCUT "L2_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 150 SECTIONCUT "L2_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 150 SECTIONCUT "L2_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 138 SECTIONCUT "L2_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 138 SECTIONCUT "L2_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 150 SECTIONCUT "L2_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 150 SECTIONCUT "L2_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 138 SECTIONCUT "L2_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 138 SECTIONCUT "L2_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 150 SECTIONCUT "L2_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 150 SECTIONCUT "L2_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 138 SECTIONCUT "L2_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 144 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 138 SECTIONCUT "L2_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 150 SECTIONCUT "L2_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 150 SECTIONCUT "L2_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 138 SECTIONCUT "L2_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 807.7512 Y 1289.399 Z 144 ROTABOUTZ 3.19 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_12" QUADPOINT 1 QUADX 824.0424 QUADY 997.4172 QUADZ 138 SECTIONCUT "L2_SCut_12" QUADPOINT 2 QUADX 824.0424 QUADY 997.4172 QUADZ 150 SECTIONCUT "L2_SCut_12" QUADPOINT 3 QUADX 791.46 QUADY 1581.382 QUADZ 150 SECTIONCUT "L2_SCut_12" QUADPOINT 4 QUADX 791.46 QUADY 1581.382 QUADZ 138 SECTIONCUT "L2_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 138 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 417 SECTIONCUT "L2_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 418 SECTIONCUT "L2_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 144 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 138 SECTIONCUT "L2_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 150 SECTIONCUT "L2_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 150 SECTIONCUT "L2_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 138 SECTIONCUT "L2_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 144 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 138 SECTIONCUT "L2_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 150 SECTIONCUT "L2_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 150 SECTIONCUT "L2_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 138 SECTIONCUT "L2_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 144 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 138 SECTIONCUT "L2_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 150 SECTIONCUT "L2_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 150 SECTIONCUT "L2_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 138 SECTIONCUT "L2_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 144 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 138 SECTIONCUT "L2_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 150 SECTIONCUT "L2_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 150 SECTIONCUT "L2_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 138 SECTIONCUT "L2_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 144 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L2_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 138 SECTIONCUT "L2_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 150 SECTIONCUT "L2_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 150 SECTIONCUT "L2_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 138 SECTIONCUT "L3_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 254.0004 SECTIONCUT "L3_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 266.0004 SECTIONCUT "L3_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 266.0004 SECTIONCUT "L3_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 254.0004 SECTIONCUT "L3_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 254.0004 SECTIONCUT "L3_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 266.0004 SECTIONCUT "L3_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 266.0004 SECTIONCUT "L3_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 254.0004 SECTIONCUT "L3_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 254.0004 SECTIONCUT "L3_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 266.0004 SECTIONCUT "L3_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 266.0004 SECTIONCUT "L3_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 254.0004 SECTIONCUT "L3_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 254.0004 SECTIONCUT "L3_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 266.0004 SECTIONCUT "L3_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 266.0004 SECTIONCUT "L3_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 254.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 419 SECTIONCUT "L3_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 254.0004 SECTIONCUT "L3_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 266.0004 SECTIONCUT "L3_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 266.0004 SECTIONCUT "L3_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 254.0004 SECTIONCUT "L3_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 254.0004 SECTIONCUT "L3_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 266.0004 SECTIONCUT "L3_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 266.0004 SECTIONCUT "L3_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 254.0004 SECTIONCUT "L3_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 254.0004 SECTIONCUT "L3_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 266.0004 SECTIONCUT "L3_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 266.0004 SECTIONCUT "L3_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 254.0004 SECTIONCUT "L3_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 254.0004 SECTIONCUT "L3_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 266.0004 SECTIONCUT "L3_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 266.0004 SECTIONCUT "L3_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 254.0004 SECTIONCUT "L3_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 254.0004 SECTIONCUT "L3_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 266.0004 SECTIONCUT "L3_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 266.0004 SECTIONCUT "L3_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 254.0004 SECTIONCUT "L3_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 254.0004 SECTIONCUT "L3_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 266.0004 SECTIONCUT "L3_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 266.0004 SECTIONCUT "L3_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 254.0004 SECTIONCUT "L3_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 583.0518 Y 1123.457 Z 260.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_11" QUADPOINT 1 QUADX 322.5012 QUADY 1342.085 QUADZ 254.0004 SECTIONCUT "L3_SCut_11" QUADPOINT 2 QUADX 322.5012 QUADY 1342.085 QUADZ 266.0004 SECTIONCUT "L3_SCut_11" QUADPOINT 3 QUADX 843.6024 QUADY 904.8288 QUADZ 266.0004 SECTIONCUT "L3_SCut_11" QUADPOINT 4 QUADX 843.6024 QUADY 904.8288 QUADZ 254.0004 SECTIONCUT "L3_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 697.2744 Y 1131.038 Z 260.0004 ROTABOUTZ 43.5 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_12" QUADPOINT 1 QUADX 570.5064 QUADY 1264.66 QUADZ 254.0004 SECTIONCUT "L3_SCut_12" QUADPOINT 2 QUADX 570.5064 QUADY 1264.66 QUADZ 266.0004 SECTIONCUT "L3_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 266.0004 SECTIONCUT "L3_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 254.0004 SECTIONCUT "L3_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 828.5388 Y 1195.726 Z 260.0004 ROTABOUTZ 9.03 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_13" QUADPOINT 1 QUADX 791.46 QUADY 1428.922 QUADZ 254.0004 SECTIONCUT "L3_SCut_13" QUADPOINT 2 QUADX 791.46 QUADY 1428.922 QUADZ 266.0004 SECTIONCUT "L3_SCut_13" QUADPOINT 3 QUADX 865.6176 QUADY 962.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_13" QUADPOINT 4 QUADX 865.6176 QUADY 962.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_14" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_14" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_14" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_14" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_15" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_15" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_15" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 266.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 420 SECTIONCUT "L3_SCut_15" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_16" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_16" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_16" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_16" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_17" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_17" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_17" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_17" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_18" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_18" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_18" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_18" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_19" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_19" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_19" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_19" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_20" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_20" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_20" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_20" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_21" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_21" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_21" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_21" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_22" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_22" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_22" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_22" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_23" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_23" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_23" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_23" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_24" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_24" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_24" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_24" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_25" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_25" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_25" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_25" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_26" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_26" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 266.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 421 SECTIONCUT "L3_SCut_26" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_26" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_27" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_27" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_27" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_27" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_28" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 260.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_28" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 254.0004 SECTIONCUT "L3_SCut_28" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 266.0004 SECTIONCUT "L3_SCut_28" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 266.0004 SECTIONCUT "L3_SCut_28" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 254.0004 SECTIONCUT "L3_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 260.0004 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 254.0004 SECTIONCUT "L3_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 266.0004 SECTIONCUT "L3_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 254.0004 SECTIONCUT "L3_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 260.0004 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 254.0004 SECTIONCUT "L3_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 266.0004 SECTIONCUT "L3_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 254.0004 SECTIONCUT "L3_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 260.0004 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L3_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 254.0004 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"L4_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 381.9996 SECTIONCUT "L4_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 381.9996 SECTIONCUT "L4_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 369.9996 SECTIONCUT "L4_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 369.9996 SECTIONCUT "L4_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 381.9996 SECTIONCUT "L4_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 381.9996 SECTIONCUT "L4_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 369.9996 SECTIONCUT "L4_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 369.9996 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 422 SECTIONCUT "L4_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 381.9996 SECTIONCUT "L4_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 381.9996 SECTIONCUT "L4_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 369.9996 SECTIONCUT "L4_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 369.9996 SECTIONCUT "L4_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 381.9996 SECTIONCUT "L4_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 381.9996 SECTIONCUT "L4_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 369.9996 SECTIONCUT "L4_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 369.9996 SECTIONCUT "L4_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 381.9996 SECTIONCUT "L4_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 381.9996 SECTIONCUT "L4_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 369.9996 SECTIONCUT "L4_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 369.9996 SECTIONCUT "L4_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 381.9996 SECTIONCUT "L4_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 381.9996 SECTIONCUT "L4_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 369.9996 SECTIONCUT "L4_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 369.9996 SECTIONCUT "L4_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 381.9996 SECTIONCUT "L4_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 381.9996 SECTIONCUT "L4_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 369.9996 SECTIONCUT "L4_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 369.9996 SECTIONCUT "L4_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 381.9996 SECTIONCUT "L4_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 381.9996 SECTIONCUT "L4_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 369.9996 SECTIONCUT "L4_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 375.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 369.9996 SECTIONCUT "L4_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 381.9996 SECTIONCUT "L4_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 381.9996 SECTIONCUT "L4_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 369.9996 SECTIONCUT "L4_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 745.884 Y 1268.275 Z 375.9996 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_12" QUADPOINT 1 QUADX 667.7256 QUADY 1539.133 QUADZ 369.9996 SECTIONCUT "L4_SCut_12" QUADPOINT 2 QUADX 667.7256 QUADY 1539.133 QUADZ 381.9996 SECTIONCUT "L4_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 381.9996 SECTIONCUT "L4_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 369.9996 SECTIONCUT "L4_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 423 SECTIONCUT "L4_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 369.9996 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 424 SECTIONCUT "L4_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 375.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 369.9996 SECTIONCUT "L4_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 381.9996 SECTIONCUT "L4_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 381.9996 SECTIONCUT "L4_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 369.9996 SECTIONCUT "L4_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 375.9996 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 369.9996 SECTIONCUT "L4_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 381.9996 SECTIONCUT "L4_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 375.9996 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 375.9996 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 369.9996 SECTIONCUT "L4_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 381.9996 SECTIONCUT "L4_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 375.9996 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L4_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 369.9996 SECTIONCUT "L4_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 381.9996 SECTIONCUT "L4_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 369.9996 SECTIONCUT "L5_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 486 SECTIONCUT "L5_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 498 SECTIONCUT "L5_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 498 SECTIONCUT "L5_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 486 SECTIONCUT "L5_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 486 SECTIONCUT "L5_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 498 SECTIONCUT "L5_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 498 SECTIONCUT "L5_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 486 SECTIONCUT "L5_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 486 SECTIONCUT "L5_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 498 SECTIONCUT "L5_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 498 SECTIONCUT "L5_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 486 SECTIONCUT "L5_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 486 SECTIONCUT "L5_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 498 SECTIONCUT "L5_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 498 SECTIONCUT "L5_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 486 SECTIONCUT "L5_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 486 SECTIONCUT "L5_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 498 SECTIONCUT "L5_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 498 SECTIONCUT "L5_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 486 SECTIONCUT "L5_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 486 SECTIONCUT "L5_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 498 SECTIONCUT "L5_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 498 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 425 SECTIONCUT "L5_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 486 SECTIONCUT "L5_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 486 SECTIONCUT "L5_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 498 SECTIONCUT "L5_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 498 SECTIONCUT "L5_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 486 SECTIONCUT "L5_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 486 SECTIONCUT "L5_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 498 SECTIONCUT "L5_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 498 SECTIONCUT "L5_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 486 SECTIONCUT "L5_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 486 SECTIONCUT "L5_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 498 SECTIONCUT "L5_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 498 SECTIONCUT "L5_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 486 SECTIONCUT "L5_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 486 SECTIONCUT "L5_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 498 SECTIONCUT "L5_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 498 SECTIONCUT "L5_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 486 SECTIONCUT "L5_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 492 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 486 SECTIONCUT "L5_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 498 SECTIONCUT "L5_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 498 SECTIONCUT "L5_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 486 SECTIONCUT "L5_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 744.7392 Y 1269.236 Z 492 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_12" QUADPOINT 1 QUADX 665.436 QUADY 1541.054 QUADZ 486 SECTIONCUT "L5_SCut_12" QUADPOINT 2 QUADX 665.436 QUADY 1541.054 QUADZ 498 SECTIONCUT "L5_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 498 SECTIONCUT "L5_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 486 SECTIONCUT "L5_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 498 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 426 SECTIONCUT "L5_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 492 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 486 SECTIONCUT "L5_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 498 SECTIONCUT "L5_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 498 SECTIONCUT "L5_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 486 SECTIONCUT "L5_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 492 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 486 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 427 SECTIONCUT "L5_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 498 SECTIONCUT "L5_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 498 SECTIONCUT "L5_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 486 SECTIONCUT "L5_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 492 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 486 SECTIONCUT "L5_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 498 SECTIONCUT "L5_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 498 SECTIONCUT "L5_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 486 SECTIONCUT "L5_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 492 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 486 SECTIONCUT "L5_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 498 SECTIONCUT "L5_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 498 SECTIONCUT "L5_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 486 SECTIONCUT "L5_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 492 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L5_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 486 SECTIONCUT "L5_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 498 SECTIONCUT "L5_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 498 SECTIONCUT "L5_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 486 SECTIONCUT "L6_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 602.0004 SECTIONCUT "L6_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 614.0004 SECTIONCUT "L6_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 614.0004 SECTIONCUT "L6_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 602.0004 SECTIONCUT "L6_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 602.0004 SECTIONCUT "L6_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 614.0004 SECTIONCUT "L6_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 614.0004 SECTIONCUT "L6_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 602.0004 SECTIONCUT "L6_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 602.0004 SECTIONCUT "L6_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 614.0004 SECTIONCUT "L6_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 614.0004 SECTIONCUT "L6_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 602.0004 SECTIONCUT "L6_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 602.0004 SECTIONCUT "L6_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 614.0004 SECTIONCUT "L6_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 614.0004 SECTIONCUT "L6_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 602.0004 SECTIONCUT "L6_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 602.0004 SECTIONCUT "L6_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 614.0004 SECTIONCUT "L6_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 614.0004 SECTIONCUT "L6_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 602.0004 SECTIONCUT "L6_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 602.0004 SECTIONCUT "L6_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 614.0004 SECTIONCUT "L6_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 614.0004 SECTIONCUT "L6_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 602.0004 SECTIONCUT "L6_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 602.0004 SECTIONCUT "L6_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 614.0004 SECTIONCUT "L6_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 614.0004 SECTIONCUT "L6_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 602.0004 SECTIONCUT "L6_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 428 SECTIONCUT "L6_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 602.0004 SECTIONCUT "L6_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 614.0004 SECTIONCUT "L6_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 614.0004 SECTIONCUT "L6_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 602.0004 SECTIONCUT "L6_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 602.0004 SECTIONCUT "L6_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 614.0004 SECTIONCUT "L6_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 614.0004 SECTIONCUT "L6_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 602.0004 SECTIONCUT "L6_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 602.0004 SECTIONCUT "L6_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 614.0004 SECTIONCUT "L6_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 614.0004 SECTIONCUT "L6_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 602.0004 SECTIONCUT "L6_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 608.0004 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 602.0004 SECTIONCUT "L6_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 614.0004 SECTIONCUT "L6_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 614.0004 SECTIONCUT "L6_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 602.0004 SECTIONCUT "L6_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 744.7392 Y 1269.236 Z 608.0004 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_12" QUADPOINT 1 QUADX 665.436 QUADY 1541.054 QUADZ 602.0004 SECTIONCUT "L6_SCut_12" QUADPOINT 2 QUADX 665.436 QUADY 1541.054 QUADZ 614.0004 SECTIONCUT "L6_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 614.0004 SECTIONCUT "L6_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 602.0004 SECTIONCUT "L6_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 602.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 429 SECTIONCUT "L6_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 608.0004 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 602.0004 SECTIONCUT "L6_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 614.0004 SECTIONCUT "L6_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 614.0004 SECTIONCUT "L6_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 602.0004 SECTIONCUT "L6_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 608.0004 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 602.0004 SECTIONCUT "L6_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 614.0004 SECTIONCUT "L6_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 608.0004 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 614.0004 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 430 SECTIONCUT "L6_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 608.0004 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 602.0004 SECTIONCUT "L6_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 614.0004 SECTIONCUT "L6_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 608.0004 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L6_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 602.0004 SECTIONCUT "L6_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 614.0004 SECTIONCUT "L6_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 602.0004 SECTIONCUT "L7_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 717.9996 SECTIONCUT "L7_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 729.9996 SECTIONCUT "L7_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 729.9996 SECTIONCUT "L7_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 717.9996 SECTIONCUT "L7_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 717.9996 SECTIONCUT "L7_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 729.9996 SECTIONCUT "L7_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 729.9996 SECTIONCUT "L7_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 717.9996 SECTIONCUT "L7_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 717.9996 SECTIONCUT "L7_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 729.9996 SECTIONCUT "L7_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 729.9996 SECTIONCUT "L7_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 717.9996 SECTIONCUT "L7_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 717.9996 SECTIONCUT "L7_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 729.9996 SECTIONCUT "L7_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 729.9996 SECTIONCUT "L7_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 717.9996 SECTIONCUT "L7_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 717.9996 SECTIONCUT "L7_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 729.9996 SECTIONCUT "L7_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 729.9996 SECTIONCUT "L7_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 717.9996 SECTIONCUT "L7_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 717.9996 SECTIONCUT "L7_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 729.9996 SECTIONCUT "L7_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 729.9996 SECTIONCUT "L7_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 717.9996 SECTIONCUT "L7_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 717.9996 SECTIONCUT "L7_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 729.9996 SECTIONCUT "L7_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 729.9996 SECTIONCUT "L7_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 717.9996 SECTIONCUT "L7_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 717.9996 SECTIONCUT "L7_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 729.9996 SECTIONCUT "L7_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 729.9996 SECTIONCUT "L7_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 717.9996 SECTIONCUT "L7_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 717.9996 SECTIONCUT "L7_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 729.9996 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 431 SECTIONCUT "L7_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 729.9996 SECTIONCUT "L7_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 717.9996 SECTIONCUT "L7_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 717.9996 SECTIONCUT "L7_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 729.9996 SECTIONCUT "L7_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 729.9996 SECTIONCUT "L7_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 717.9996 SECTIONCUT "L7_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 723.9996 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 717.9996 SECTIONCUT "L7_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 729.9996 SECTIONCUT "L7_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 729.9996 SECTIONCUT "L7_SCut_11" QUADPOINT 4 QUADX 854.6748 QUADY 918.024 QUADZ 717.9996 SECTIONCUT "L7_SCut_12" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 745.884 Y 1268.275 Z 723.9996 ROTABOUTZ 16.1 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_12" QUADPOINT 1 QUADX 667.7256 QUADY 1539.133 QUADZ 717.9996 SECTIONCUT "L7_SCut_12" QUADPOINT 2 QUADX 667.7256 QUADY 1539.133 QUADZ 729.9996 SECTIONCUT "L7_SCut_12" QUADPOINT 3 QUADX 824.0424 QUADY 997.4172 QUADZ 729.9996 SECTIONCUT "L7_SCut_12" QUADPOINT 4 QUADX 824.0424 QUADY 997.4172 QUADZ 717.9996 SECTIONCUT "L7_SCut_13" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 949.14 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_13" QUADPOINT 1 QUADX 949.14 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_13" QUADPOINT 2 QUADX 949.14 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_13" QUADPOINT 3 QUADX 949.14 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_13" QUADPOINT 4 QUADX 949.14 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_14" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1050.96 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_14" QUADPOINT 1 QUADX 1050.96 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_14" QUADPOINT 2 QUADX 1050.96 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_14" QUADPOINT 3 QUADX 1050.96 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_14" QUADPOINT 4 QUADX 1050.96 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_15" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1080.96 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_15" QUADPOINT 1 QUADX 1080.96 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_15" QUADPOINT 2 QUADX 1080.96 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_15" QUADPOINT 3 QUADX 1080.96 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_15" QUADPOINT 4 QUADX 1080.96 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_16" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1195.853 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_16" QUADPOINT 1 QUADX 1195.853 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_16" QUADPOINT 2 QUADX 1195.853 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_16" QUADPOINT 3 QUADX 1195.853 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_16" QUADPOINT 4 QUADX 1195.853 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_17" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1266.335 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_17" QUADPOINT 1 QUADX 1266.335 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_17" QUADPOINT 2 QUADX 1266.335 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_17" QUADPOINT 3 QUADX 1266.335 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_17" QUADPOINT 4 QUADX 1266.335 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_18" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1383.612 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_18" QUADPOINT 1 QUADX 1383.612 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_18" QUADPOINT 2 QUADX 1383.612 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_18" QUADPOINT 3 QUADX 1383.612 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_18" QUADPOINT 4 QUADX 1383.612 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_19" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1538.483 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_19" QUADPOINT 1 QUADX 1538.483 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_19" QUADPOINT 2 QUADX 1538.483 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_19" QUADPOINT 3 QUADX 1538.483 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_19" QUADPOINT 4 QUADX 1538.483 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_20" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1706.483 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 717.9996 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 432 SECTIONCUT "L7_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_25" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2268.869 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_25" QUADPOINT 1 QUADX 2268.869 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_25" QUADPOINT 2 QUADX 2268.869 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_25" QUADPOINT 3 QUADX 2268.869 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_25" QUADPOINT 4 QUADX 2268.869 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_26" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2425.357 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_26" QUADPOINT 1 QUADX 2425.357 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_26" QUADPOINT 2 QUADX 2425.357 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_26" QUADPOINT 3 QUADX 2425.357 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_26" QUADPOINT 4 QUADX 2425.357 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_27" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2508.294 Y 1279.656 Z 723.9996 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_27" QUADPOINT 1 QUADX 2508.294 QUADY 944.5308 QUADZ 717.9996 SECTIONCUT "L7_SCut_27" QUADPOINT 2 QUADX 2508.294 QUADY 944.5308 QUADZ 729.9996 SECTIONCUT "L7_SCut_27" QUADPOINT 3 QUADX 2508.294 QUADY 1614.781 QUADZ 729.9996 SECTIONCUT "L7_SCut_27" QUADPOINT 4 QUADX 2508.294 QUADY 1614.781 QUADZ 717.9996 SECTIONCUT "L7_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 723.9996 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 717.9996 SECTIONCUT "L7_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 729.9996 SECTIONCUT "L7_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 723.9996 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XN2" QUADPOINT 3 QUADX 2583.586 QUADY 1253.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XN2" QUADPOINT 4 QUADX 2583.586 QUADY 1253.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 723.9996 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "L7_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 717.9996 SECTIONCUT "L7_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 729.9996 SECTIONCUT "L7_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 723.9996 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 433 SECTIONCUT "L7_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 717.9996 SECTIONCUT "L7_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XS2" QUADPOINT 3 QUADX 2583.586 QUADY 1229.156 QUADZ 729.9996 SECTIONCUT "L7_SCut_XS2" QUADPOINT 4 QUADX 2583.586 QUADY 1229.156 QUADZ 717.9996 SECTIONCUT "Roof_SCut_01" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -150.063 Y 249.7638 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_01" QUADPOINT 1 QUADX -410.6136 QUADY 468.3924 QUADZ 834 SECTIONCUT "Roof_SCut_01" QUADPOINT 2 QUADX -410.6136 QUADY 468.3924 QUADZ 846 SECTIONCUT "Roof_SCut_01" QUADPOINT 3 QUADX 110.4876 QUADY 31.1352 QUADZ 846 SECTIONCUT "Roof_SCut_01" QUADPOINT 4 QUADX 110.4876 QUADY 31.1352 QUADZ 834 SECTIONCUT "Roof_SCut_02" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X -62.751 Y 353.8188 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_02" QUADPOINT 1 QUADX -323.3016 QUADY 572.4468 QUADZ 834 SECTIONCUT "Roof_SCut_02" QUADPOINT 2 QUADX -323.3016 QUADY 572.4468 QUADZ 846 SECTIONCUT "Roof_SCut_02" QUADPOINT 3 QUADX 197.7996 QUADY 135.1908 QUADZ 846 SECTIONCUT "Roof_SCut_02" QUADPOINT 4 QUADX 197.7996 QUADY 135.1908 QUADZ 834 SECTIONCUT "Roof_SCut_03" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 33.4128 Y 468.4224 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_03" QUADPOINT 1 QUADX -227.1384 QUADY 687.0504 QUADZ 834 SECTIONCUT "Roof_SCut_03" QUADPOINT 2 QUADX -227.1384 QUADY 687.0504 QUADZ 846 SECTIONCUT "Roof_SCut_03" QUADPOINT 3 QUADX 293.964 QUADY 249.7944 QUADZ 846 SECTIONCUT "Roof_SCut_03" QUADPOINT 4 QUADX 293.964 QUADY 249.7944 QUADZ 834 SECTIONCUT "Roof_SCut_04" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 93.3456 Y 539.8476 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_04" QUADPOINT 1 QUADX -167.2056 QUADY 758.4756 QUADZ 834 SECTIONCUT "Roof_SCut_04" QUADPOINT 2 QUADX -167.2056 QUADY 758.4756 QUADZ 846 SECTIONCUT "Roof_SCut_04" QUADPOINT 3 QUADX 353.8968 QUADY 321.2196 QUADZ 846 SECTIONCUT "Roof_SCut_04" QUADPOINT 4 QUADX 353.8968 QUADY 321.2196 QUADZ 834 SECTIONCUT "Roof_SCut_05" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 115.0086 Y 565.6638 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_05" QUADPOINT 1 QUADX -145.542 QUADY 784.2924 QUADZ 834 SECTIONCUT "Roof_SCut_05" QUADPOINT 2 QUADX -145.542 QUADY 784.2924 QUADZ 846 SECTIONCUT "Roof_SCut_05" QUADPOINT 3 QUADX 375.5592 QUADY 347.0352 QUADZ 846 SECTIONCUT "Roof_SCut_05" QUADPOINT 4 QUADX 375.5592 QUADY 347.0352 QUADZ 834 SECTIONCUT "Roof_SCut_06" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 185.49 Y 649.6608 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_06" QUADPOINT 1 QUADX -75.0612 QUADY 868.2888 QUADZ 834 SECTIONCUT "Roof_SCut_06" QUADPOINT 2 QUADX -75.0612 QUADY 868.2888 QUADZ 846 SECTIONCUT "Roof_SCut_06" QUADPOINT 3 QUADX 446.0412 QUADY 431.0328 QUADZ 846 SECTIONCUT "Roof_SCut_06" QUADPOINT 4 QUADX 446.0412 QUADY 431.0328 QUADZ 834 SECTIONCUT "Roof_SCut_07" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 253.3512 Y 730.5348 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_07" QUADPOINT 1 QUADX -7.2 QUADY 949.1628 QUADZ 834 SECTIONCUT "Roof_SCut_07" QUADPOINT 2 QUADX -7.2 QUADY 949.1628 QUADZ 846 SECTIONCUT "Roof_SCut_07" QUADPOINT 3 QUADX 513.9024 QUADY 511.9068 QUADZ 846 SECTIONCUT "Roof_SCut_07" QUADPOINT 4 QUADX 513.9024 QUADY 511.9068 QUADZ 834 SECTIONCUT "Roof_SCut_08" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 351.7698 Y 847.8252 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_08" QUADPOINT 1 QUADX 91.2192 QUADY 1066.453 QUADZ 834 SECTIONCUT "Roof_SCut_08" QUADPOINT 2 QUADX 91.2192 QUADY 1066.453 QUADZ 846 SECTIONCUT "Roof_SCut_08" QUADPOINT 3 QUADX 612.3204 QUADY 629.1972 QUADZ 846 SECTIONCUT "Roof_SCut_08" QUADPOINT 4 QUADX 612.3204 QUADY 629.1972 QUADZ 834 SECTIONCUT "Roof_SCut_09" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 418.7424 Y 927.6396 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_09" QUADPOINT 1 QUADX 158.1912 QUADY 1146.268 QUADZ 834 SECTIONCUT "Roof_SCut_09" QUADPOINT 2 QUADX 158.1912 QUADY 1146.268 QUADZ 846 SECTIONCUT "Roof_SCut_09" QUADPOINT 3 QUADX 679.2936 QUADY 709.0116 QUADZ 846 SECTIONCUT "Roof_SCut_09" QUADPOINT 4 QUADX 679.2936 QUADY 709.0116 QUADZ 834 SECTIONCUT "Roof_SCut_10" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 486.855 Y 1008.813 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_10" QUADPOINT 1 QUADX 226.3044 QUADY 1227.442 QUADZ 834 SECTIONCUT "Roof_SCut_10" QUADPOINT 2 QUADX 226.3044 QUADY 1227.442 QUADZ 846 SECTIONCUT "Roof_SCut_10" QUADPOINT 3 QUADX 747.4056 QUADY 790.1844 QUADZ 846 SECTIONCUT "Roof_SCut_10" QUADPOINT 4 QUADX 747.4056 QUADY 790.1844 QUADZ 834 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 434 SECTIONCUT "Roof_SCut_11" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 594.1242 Y 1136.652 Z 840 ROTABOUTZ 50 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_11" QUADPOINT 1 QUADX 333.5736 QUADY 1355.28 QUADZ 834 SECTIONCUT "Roof_SCut_11" QUADPOINT 2 QUADX 333.5736 QUADY 1355.28 QUADZ 846 SECTIONCUT "Roof_SCut_11" QUADPOINT 3 QUADX 854.6748 QUADY 918.024 QUADZ 846 SECTIONCUT 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ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_20" QUADPOINT 1 QUADX 1706.483 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_20" QUADPOINT 2 QUADX 1706.483 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_20" QUADPOINT 3 QUADX 1706.483 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_20" QUADPOINT 4 QUADX 1706.483 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_21" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1874.483 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_21" QUADPOINT 1 QUADX 1874.483 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_21" QUADPOINT 2 QUADX 1874.483 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_21" QUADPOINT 3 QUADX 1874.483 QUADY 1614.781 QUADZ 846 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 435 SECTIONCUT "Roof_SCut_21" QUADPOINT 4 QUADX 1874.483 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_22" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 1992.11 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_22" QUADPOINT 1 QUADX 1992.11 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_22" QUADPOINT 2 QUADX 1992.11 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_22" QUADPOINT 3 QUADX 1992.11 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_22" QUADPOINT 4 QUADX 1992.11 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_23" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2022.736 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_23" QUADPOINT 1 QUADX 2022.736 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_23" QUADPOINT 2 QUADX 2022.736 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_23" QUADPOINT 3 QUADX 2022.736 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_23" QUADPOINT 4 QUADX 2022.736 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_24" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 2117.597 Y 1279.656 Z 840 ROTABOUTZ 0 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_24" QUADPOINT 1 QUADX 2117.597 QUADY 944.5308 QUADZ 834 SECTIONCUT "Roof_SCut_24" QUADPOINT 2 QUADX 2117.597 QUADY 944.5308 QUADZ 846 SECTIONCUT "Roof_SCut_24" QUADPOINT 3 QUADX 2117.597 QUADY 1614.781 QUADZ 846 SECTIONCUT "Roof_SCut_24" QUADPOINT 4 QUADX 2117.597 QUADY 1614.781 QUADZ 834 SECTIONCUT "Roof_SCut_XN1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 840 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_XN1" QUADPOINT 1 QUADX -214.2576 QUADY 132.1356 QUADZ 834 SECTIONCUT "Roof_SCut_XN1" QUADPOINT 2 QUADX -214.2576 QUADY 132.1356 QUADZ 846 SECTIONCUT "Roof_SCut_XN1" QUADPOINT 3 QUADX 726.39 QUADY 1253.156 QUADZ 846 SECTIONCUT "Roof_SCut_XN1" QUADPOINT 4 QUADX 726.39 QUADY 1253.156 QUADZ 834 SECTIONCUT "Roof_SCut_XN2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 726.39 Y 1253.156 Z 840 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_XN2" QUADPOINT 1 QUADX 726.39 QUADY 1253.156 QUADZ 834 SECTIONCUT "Roof_SCut_XN2" QUADPOINT 2 QUADX 726.39 QUADY 1253.156 QUADZ 846 SECTIONCUT "Roof_SCut_XN2" QUADPOINT 3 QUADX 2223.586 QUADY 1253.156 QUADZ 846 SECTIONCUT "Roof_SCut_XN2" QUADPOINT 4 QUADX 2223.586 QUADY 1253.156 QUADZ 834 SECTIONCUT "Roof_SCut_XS1" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 840 ROTABOUTZ 140 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_XS1" QUADPOINT 1 QUADX -195.816 QUADY 116.6616 QUADZ 834 SECTIONCUT "Roof_SCut_XS1" QUADPOINT 2 QUADX -195.816 QUADY 116.6616 QUADZ 846 SECTIONCUT "Roof_SCut_XS1" QUADPOINT 3 QUADX 737.6784 QUADY 1229.156 QUADZ 846 SECTIONCUT "Roof_SCut_XS1" QUADPOINT 4 QUADX 737.6784 QUADY 1229.156 QUADZ 834 SECTIONCUT "Roof_SCut_XS2" DEFINEDBY "Quads" GROUP "All" CUTFOR "Analysis" X 737.6784 Y 1229.156 Z 840 ROTABOUTZ 90 ROTABOUTYY 0 ROTABOUTXXX 0 CUTSIDE "Positive 3 Axis" SECTIONCUT "Roof_SCut_XS2" QUADPOINT 1 QUADX 737.6784 QUADY 1229.156 QUADZ 834 SECTIONCUT "Roof_SCut_XS2" QUADPOINT 2 QUADX 737.6784 QUADY 1229.156 QUADZ 846 SECTIONCUT "Roof_SCut_XS2" QUADPOINT 3 QUADX 2223.586 QUADY 1229.156 QUADZ 846 SECTIONCUT "Roof_SCut_XS2" QUADPOINT 4 QUADX 2223.586 QUADY 1229.156 QUADZ 834 $ DIMENSION LINES DIMLINE DEFAULTSYSTEM G1 DIMLINE GX1 3160 GY1 1432 GX2 3498 GY2 1432 PX1 3160 PY1 1480 PX2 3498 PY2 1480 DIMLINE GX1 3498 GY1 1432 GX2 3666 GY2 1432 PX1 3498 PY1 1480 PX2 3666 PY2 1480 DIMLINE GX1 3666 GY1 1432 GX2 3942 GY2 1432 PX1 3666 PY1 1480 PX2 3942 PY2 1480 DIMLINE GX1 3942 GY1 1432 GX2 4194 GY2 1432 PX1 3942 PY1 1480 PX2 4194 PY2 1480 DIMLINE GX1 4194 GY1 1432 GX2 4554 GY2 1432 PX1 4194 PY1 1480 PX2 4554 PY2 1480 DIMLINE GX1 4554 GY1 1432 GX2 4962 GY2 1432 PX1 4554 PY1 1480 PX2 4962 PY2 1480 DIMLINE GX1 4962 GY1 186.4992 GX2 4962 GY2 538.5 PX1 5160 PY1 186.4992 PX2 5160 PY2 538.5 DIMLINE GX1 4962 GY1 538.5 GX2 4962 GY2 890.4996 PX1 5160 PY1 538.5 PX2 5160 PY2 890.4996 DIMLINE GX1 4962 GY1 890.4996 GX2 4962 GY2 1242.499 PX1 5160 PY1 890.4996 PX2 5160 PY2 1242.499 DIMLINE GX1 4962 GY1 1242.499 GX2 4962 GY2 1432 PX1 5160 PY1 1242.499 PX2 5160 PY2 1432 DIMLINE GX1 4962 GY1 186.4992 GX2 4962 GY2 -3 PX1 5160 PY1 186.4992 PX2 5160 PY2 -3 DIMLINE GX1 3942 GY1 0 GX2 4209 GY2 0 PX1 3942 PY1 -60 PX2 4209 PY2 -60 DIMLINE GX1 3942 GY1 -3 GX2 4140.5 GY2 -3 PX1 3942 PY1 33 PX2 4140.5 PY2 33 DIMLINE GX1 4188.5 GY1 -3 GX2 4209 GY2 -3 PX1 4188.5 PY1 33 PX2 4209 PY2 33 $ DEVELOPED ELEVATIONS ELEVATION "G1 @ Y=-0.25 ft" PTCOORDS "0 -3 3160 -3" ELEVATION "G1 @ X=429.5 ft" PTCOORDS "5154 0 5154 1432" ELEVATION "G1 @ X=387.5 ft" PTCOORDS "4650 0 4650 1432" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 436 ELEVATION "Elev1" PTCOORDS "4650 -23.9996 4209 -23.99976" ELEVATION "Elev2" PTCOORDS "3870 1456 4650 1456" $ TABLE SETS $ PROJECT INFORMATION PROJECTINFO COMPANYNAME "Thornton Tomasetti, Inc. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 437 6.2 ANALYSIS OUTPUT - ETABS 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 438 6.2.1 RESIDENTIAL B E G I N A N A L Y S I S 2024/05/30 15:07:33 RUNNING ANALYSIS AS A SEPARATE PROCESS USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION) NUMBER OF JOINTS = 40158 WITH RESTRAINTS = 363 WITH MASS = 37562 NUMBER OF FRAME/TENDON ELEMENTS = 25096 NUMBER OF SHELL ELEMENTS = 36042 NUMBER OF LINK/SUPPORT ELEMENTS = 200 NUMBER OF CONSTRAINTS/WELDS = 90 NUMBER OF LOAD PATTERNS = 49 NUMBER OF ACCELERATION LOADS = 12 NUMBER OF LOAD CASES = 24 NUMBER OF MASS SOURCES = 1 UNITS (FORCE, LENGTH, TEMPERATURE, TIME) = lb, in, °F, sec GRAVITATIONAL ACCELERATION = 386.088583 ADDRESSABLE PHYSICAL MEMORY (RAM) = 31.730 GB PARALLELIZATION OF ANALYSIS OPERATIONS: (Env. variable SAPFIRE_NUM_THREADS not set) NUMBER OF THREADS: STATE (AUTOMATIC) = 8 NUMBER OF THREADS: STIFFNESS (AUTOMATIC) = 8 NUMBER OF THREADS: EVENT (AUTOMATIC) = 8 NUMBER OF THREADS: MOVE (AUTOMATIC) = 8 NUMBER OF THREADS: RESPONSE (AUTOMATIC) = 8 NUMBER OF THREADS: SOLVE (AUTOMATIC) = 8 NUMBER OF THREADS: FORM (AUTOMATIC) = 8 N O N L I N E A R S T A T I C A N A L Y S I S 15:07:33 CASE: ~P-DELTA STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = P-DELTA USE EVENT STEPPING = YES USE ITERATION = YES USE LINE SEARCH = NO EVENT LUMPING TOLERANCE = 0.010000 FORCE CONVERGENCE TOLERANCE (RELATIVE) = 0.000100 E L E M E N T F O R M A T I O N 15:07:33 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 708 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 483 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 210 CONSTRAINT MASTER DOF AFTER REDUCTION = 273 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 439 Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 50 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 11.966172 1.000000 .000000 .000000 0 0 1 Conv -2 0.446668 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 2.10 TIME FOR CONTROLLING ANALYSIS = 8.73 TIME FOR UPDATING LOADS AND STATE = 3.65 TIME FOR FORMING STIFFNESS MATRIX = 0.69 TIME FOR SOLVING STIFFNESS MATRIX = 7.83 TIME FOR CALCULATING DISPLACEMENTS = 1.60 TIME FOR DETERMINING EVENTS = 0.11 TIME FOR SAVING RESULTS = 0.21 ---------- TOTAL TIME FOR THIS ANALYSIS = 24.92 E L E M E N T F O R M A T I O N 15:07:59 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 708 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 483 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 210 CONSTRAINT MASTER DOF AFTER REDUCTION = 273 L I N E A R E Q U A T I O N S O L U T I O N 15:08:02 FORMING STIFFNESS AT THE END OF CASE: ~P-DELTA TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 239340 NUMBER OF NON-ZERO STIFFNESS TERMS = 6381681 --------------------------------- BASIC STABILITY CHECK FOR LINEAR LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY, SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION) NUMBER OF NEGATIVE EIGENVALUES = 0, OK. --------------------------------- L I N E A R S T A T I C C A S E S 15:08:11 USING STIFFNESS AT THE END OF CASE: ~P-DELTA TOTAL NUMBER OF CASES TO SOLVE = 8 NUMBER OF CASES TO SOLVE PER BLOCK = 8 LINEAR STATIC CASES TO BE SOLVED: 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 440 CASE: DEAD CASE: SDL CASE: LL_RED CASE: LL_UNRED CASE: LL_ROOF CASE: MASS CASE: LL CASE: ~LLRF M U L T I - S T E P L I N E A R S T A T I C A N A L Y S I S 15:08:20 CASE: ELFX USING STIFFNESS AT THE END OF CASE: ~P-DELTA NUMBER OF LOAD STEPS = 3 Solving load steps: 1 to 3 NUMBER OF OUTPUT STEPS SAVED = 3 M U L T I - S T E P L I N E A R S T A T I C A N A L Y S I S 15:08:24 CASE: ELFY USING STIFFNESS AT THE END OF CASE: ~P-DELTA NUMBER OF LOAD STEPS = 3 Solving load steps: 1 to 3 NUMBER OF OUTPUT STEPS SAVED = 3 M U L T I - S T E P L I N E A R S T A T I C A N A L Y S I S 15:08:29 CASE: ELFX_DRIFT USING STIFFNESS AT THE END OF CASE: ~P-DELTA NUMBER OF LOAD STEPS = 3 Solving load steps: 1 to 3 NUMBER OF OUTPUT STEPS SAVED = 3 M U L T I - S T E P L I N E A R S T A T I C A N A L Y S I S 15:08:33 CASE: ELFY_DRIFT USING STIFFNESS AT THE END OF CASE: ~P-DELTA NUMBER OF LOAD STEPS = 3 Solving load steps: 1 to 3 NUMBER OF OUTPUT STEPS SAVED = 3 M U L T I - S T E P L I N E A R S T A T I C A N A L Y S I S 15:08:37 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 441 CASE: W10YR USING STIFFNESS AT THE END OF CASE: ~P-DELTA NUMBER OF LOAD STEPS = 12 Solving load steps: 1 to 12 NUMBER OF OUTPUT STEPS SAVED = 12 M U L T I - S T E P L I N E A R S T A T I C A N A L Y S I S 15:08:50 CASE: W700YR USING STIFFNESS AT THE END OF CASE: ~P-DELTA NUMBER OF LOAD STEPS = 12 Solving load steps: 1 to 12 NUMBER OF OUTPUT STEPS SAVED = 12 R I T Z M O D A L A N A L Y S I S 15:09:03 CASE: MODAL-RITZ USING STIFFNESS AT THE END OF CASE: ~P-DELTA NUMBER OF STIFFNESS DEGREES OF FREEDOM = 239340 NUMBER OF MASS DEGREES OF FREEDOM = 75088 MAXIMUM NUMBER OF RITZ MODES SOUGHT = 30 MINIMUM NUMBER OF RITZ MODES SOUGHT = 1 NUMBER OF STARTING VECTORS = 3 VECTOR BLOCK SIZE = 6 FREQUENCY SHIFT (CENTER) (CYC/TIME) = .000000 NUMBER OF RITZ MODES FOUND = 30 NUMBER OF GENERATION CYCLES PERFORMED = 10 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:09:44 CASE: RSX TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:09:44 CASE: RSY TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:09:44 CASE: RSX_DRIFT 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 442 TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:09:44 CASE: RSY_DRIFT TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:09:44 CASE: RSX-3B TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:09:44 CASE: RSY-3B TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:09:44 CASE: RSX_3B_DRIFT TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:09:44 CASE: RSY_3B_DRIFT TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 A N A L Y S I S C O M P L E T E 2024/05/30 15:09:44 ETABS Ultimate 64-bit 21.2.0 Build 3353 (Analysis Build 9953/64) File: C:\Users\PDUONG\Downloa...S\3.8.4\ULS\S21043.00_SD.V3.8.4 WEST_VE_ULS.LOG 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 443 B E G I N A N A L Y S I S 2024/05/30 15:10:07 RUNNING ANALYSIS AS A SEPARATE PROCESS USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION) NUMBER OF JOINTS = 40158 WITH RESTRAINTS = 363 WITH MASS = 37562 NUMBER OF FRAME/TENDON ELEMENTS = 25096 NUMBER OF SHELL ELEMENTS = 36042 NUMBER OF LINK/SUPPORT ELEMENTS = 200 NUMBER OF CONSTRAINTS/WELDS = 90 NUMBER OF LOAD PATTERNS = 57 NUMBER OF ACCELERATION LOADS = 12 NUMBER OF LOAD CASES = 32 NUMBER OF MASS SOURCES = 1 UNITS (FORCE, LENGTH, TEMPERATURE, TIME) = lb, in, °F, sec GRAVITATIONAL ACCELERATION = 386.088583 ADDRESSABLE PHYSICAL MEMORY (RAM) = 31.730 GB PARALLELIZATION OF ANALYSIS OPERATIONS: (Env. variable SAPFIRE_NUM_THREADS not set) NUMBER OF THREADS: STATE (AUTOMATIC) = 8 NUMBER OF THREADS: STIFFNESS (AUTOMATIC) = 8 NUMBER OF THREADS: EVENT (AUTOMATIC) = 8 NUMBER OF THREADS: MOVE (AUTOMATIC) = 8 NUMBER OF THREADS: RESPONSE (AUTOMATIC) = 8 NUMBER OF THREADS: SOLVE (AUTOMATIC) = 8 NUMBER OF THREADS: FORM (AUTOMATIC) = 8 E L E M E N T F O R M A T I O N 15:10:09 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 708 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 483 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 210 CONSTRAINT MASTER DOF AFTER REDUCTION = 273 L I N E A R E Q U A T I O N S O L U T I O N 15:10:11 FORMING STIFFNESS AT THE END OF CASE: ~P-DELTA TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 239340 NUMBER OF NON-ZERO STIFFNESS TERMS = 6381681 --------------------------------- BASIC STABILITY CHECK FOR LINEAR LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY, SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION) NUMBER OF NEGATIVE EIGENVALUES = 0, OK. --------------------------------- L I N E A R S T A T I C C A S E S 15:10:20 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 444 USING STIFFNESS AT THE END OF CASE: ~P-DELTA TOTAL NUMBER OF CASES TO SOLVE = 8 NUMBER OF CASES TO SOLVE PER BLOCK = 8 LINEAR STATIC CASES TO BE SOLVED: CASE: ~TORSIONRSX CASE: ~TORSIONRSY CASE: ~TORSIONRSX_DRIFT CASE: ~TORSIONRSY_DRIFT CASE: ~TORSIONRSX-3B CASE: ~TORSIONRSY-3B CASE: ~TORSIONRSX_3B_DRIFT CASE: ~TORSIONRSY_3B_DRIFT R E S P O N S E - S P E C T R U M A N A L Y S I S 15:10:29 CASE: RSX TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:10:29 CASE: RSY TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:10:29 CASE: RSX_DRIFT TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:10:29 CASE: RSY_DRIFT TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:10:29 CASE: RSX-3B TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 445 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:10:29 CASE: RSY-3B TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:10:29 CASE: RSX_3B_DRIFT TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 R E S P O N S E - S P E C T R U M A N A L Y S I S 15:10:29 CASE: RSY_3B_DRIFT TYPE OF EXCITATION = STANDARD GROUND ACCELERATION USING MODES FROM CASE: MODAL-RITZ NUMBER OF DYNAMIC MODES TO BE USED = 30 A N A L Y S I S C O M P L E T E 2024/05/30 15:10:29 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 446 6.2.2 HOTEL 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 447 6.3 ANALYSIS INPUT - SAFE 6.3.1 SAFE INPUT FILE (RESIDENTIAL) TABLE: "PROGRAM CONTROL" ProgramName=SAFE Version=21.2.0 ProgLevel="Post Tensioning" LicenseNum=OWPqQmUE7ZQaRghPplWq CurrUnits="lb, in, F" CompBmCode="AISC 360-16" ConcFrmCode="ACI 318-14" ConcSlbCode="ACI 318-14" TABLE: "GRID DEFINITIONS - GENERAL" Name=GLOBAL Type=Cartesian Ux=0 Uy=0 Rz=0 "Datum Name"=Story1 "Story Name Below"=Base "Model Datum"=0 "Story Height Below"=144 "Bubble Size"=60 Color=10461087 GUID=20930daa-457d-400d-ace3-b3e1e5a98e46 TABLE: "GRID DEFINITIONS - GRID LINES" Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R17 Ordinate=0 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R15 Ordinate=470 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R14 Ordinate=808 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R13 Ordinate=1168 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R12 Ordinate=1506 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R11' Ordinate=1999 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R10 Ordinate=2337 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R9 Ordinate=2675 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R8 Ordinate=2839 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="X (Cartesian)" ID=R7 Ordinate=3118 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="Y (Cartesian)" ID=RL Ordinate=0 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="Y (Cartesian)" ID=RK Ordinate=156 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="Y (Cartesian)" ID=RJ Ordinate=516 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="Y (Cartesian)" ID=RH.1 Ordinate=696 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="Y (Cartesian)" ID=RH Ordinate=876 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="Y (Cartesian)" ID=CW2-CW6 Ordinate=909 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="Y (Cartesian)" ID=RG Ordinate=1236 "Bubble Location"=End Visible=Yes Name=GLOBAL "Grid Line Type"="Y (Cartesian)" ID=RF Ordinate=1420 "Bubble Location"=End Visible=Yes TABLE: "MATERIAL PROPERTIES - GENERAL" Material=4000Psi Type=Concrete SymType=Isotropic Grade=Unknown Color=Blue GUID=5fc7479d-d763-4222-a085- 0495eb231de8 Notes="Normalweight f'c = 4 ksi added 1/3/2024 1:11:53 PM" Material=5000Psi_50pcf Type=Concrete SymType=Isotropic Grade=Unknown Color=Blue GUID=0fa641ef -b09d-4081- b26a-a7044c144d84 Notes="Normalweight f'c = 4 ksi added 1/3/2024 1:11:53 PM" Material=A416Gr270 Type=Tendon SymType=Uniaxial Grade=Unknown Color=Magenta GUID=5def1f62-ddae-4145-b3e3- bd7ba073f532 Notes="ASTM A416 Grade 270 added 1/3/2024 1:11:53 PM" Material=A615Gr60 Type=Rebar SymType=Uniaxial Grade=Unknown Color=Cyan GUID=d8d24c88-66b4-406b-8e82- e0dc4dbf4ca3 Notes="ASTM A615 Grade 60 added 1/3/2024 1:11:53 PM" Material=A992Fy50 Type=Steel SymType=Isotropic Grade="Grade 50" Color=Gray8Dark GUID=8661d4d7-f6b8-49fe-9f30- f55e88306f3c Material=MAT1 Type=Concrete SymType=Isotropic Grade=Unknown Color=Blue GUID=5119305f-3e31-4018-b9ac- f8ebd924b1cc Notes="Normalweight f'c = 4 ksi added 1/3/2024 1:11:53 PM" Material=MAT2 Type=Concrete SymType=Isotropic Grade=Unknown Color=Blue GUID=1fe2851e-70fe-47e6-9807- ec047d998f9d Notes="Normalweight f'c = 4 ksi added 1/3/2024 1:11:53 PM" TABLE: "MATERIAL PROPERTIES - BASIC MECHANICAL PROPERTIES" Material=4000Psi DensityType=Mass UnitWeight=0.0868055555555556 UnitMass=0.000224833252148744 E1=3604996.53259195 G12=1502081.88857998 U12=0.2 A1=5.5E-06 Material=5000Psi_50pcf DensityType=Mass UnitWeight=0.0289343012004467 UnitMass=7.49421296296296E-05 E1=4030508 G12=1679378.33333333 U12=0.2 A1=5.5E-06 Material=A416Gr270 DensityType=Mass UnitWeight=0.283564814814815 UnitMass=0.000734455290352564 E1=28500000 A1=6.5E-06 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 448 Material=A615Gr60 DensityType=Mass UnitWeight=0.283564814814815 UnitMass=0.000734455290352564 E1=29000000 A1=6.5E-06 Material=A992Fy50 DensityType=Weight UnitWeight=0.283564814814815 UnitMass=0.000734455290352564 E1=29000000 G12=11153846.1538462 U12=0.3 A1=6.5E-06 Material=MAT1 DensityType=Mass UnitWeight=0 UnitMass=0.000224833252148744 E1=5098234 G12=2124264.16666667 U12=0.2 A1=5.5E-06 Material=MAT2 DensityType=Mass UnitWeight=0 UnitMass=0.000224833252148744 E1=4030509 G12=1679378.75 U12=0.2 A1=5.5E-06 TABLE: "MATERIAL PROPERTIES - STEEL DATA" Material=A992Fy50 Fy=50000 Fu=65000 Fye=55000 Fue=71500 SSCurveOpt=Simple SSHysType=Kinematic SHard=0.015 SMax=0.11 SRup=0.17 FinalSlope=-0.1 TABLE: "MATERIAL PROPERTIES - CONCRETE DATA" Material=4000Psi Fc=4000 LtWtConc=No IsUserFr=No SSCurveOpt=Simple SSHysType=Kinematic SFc=0.00221914221766202 SCap=0.005 FinalSlope=-0.1 FAngle=0 DAngle=0 Material=5000Psi_50pcf Fc=5000 LtWtConc=No IsUserFr=No SSCurveOpt=Simple SSHysType=Kinematic SFc=0.00221914221766202 SCap=0.005 FinalSlope=-0.1 FAngle=0 DAngle=0 Material=MAT1 Fc=8000 LtWtConc=No IsUserFr=No SSCurveOpt=Simple SSHysType=Kinematic SFc=0.00221914221766202 SCap=0.005 FinalSlope=-0.1 FAngle=0 DAngle=0 Material=MAT2 Fc=5000 LtWtConc=No IsUserFr=No SSCurveOpt=Simple SSHysType=Kinematic SFc=0.00221914221766202 SCap=0.005 FinalSlope=-0.1 FAngle=0 DAngle=0 TABLE: "MATERIAL PROPERTIES - REBAR DATA" Material=A615Gr60 Fy=60000 Fu=90000 Fye=66000 Fue=99000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0.01 SCap=0.09 FinalSlope=-0.1 TABLE: "MATERIAL PROPERTIES - TENDON DATA" Material=A416Gr270 Fy=245100 Fu=270000 SSCurveOpt="270 ksi" SSHysType=Kinematic FinalSlope=-0.1 TABLE: "FRAME SECTION PROPERTY DEFINITIONS - SUMMARY" Name=BEAM1 Material=4000Psi Shape="Concrete Rectangular" Color=Cyan Area=288 J=9500.62278156511 I33=13824 I22=3456 I23=7.27595761418343E-12 As2=239.999966400008 As3=239.999966400008 S33Pos=1152 S33Neg=1152 _ S22Pos=576 S22Neg=576 Z33=1728 Z22=864 R33=6.92820323027551 R22=3.46410161513775 "CG Offset 3"=- 8.88178419700125E-16 "CG Offset 2"=1.77635683940025E-15 "PNA Offset 3"=-8.88178419700125E-16 _ "PNA Offset 2"=1.77635683940025E-15 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I33 Modifier"=1 "I22 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Name=COL1 Material=4000Psi Shape="Concrete Rectangular" Color=Cyan Area=288 J=9500.62278156511 I33=13824 I22=3456 I23=7.27595761418343E-12 As2=239.999966400008 As3=239.999966400008 S33Pos=1152 S33Neg=1152 _ S22Pos=576 S22Neg=576 Z33=1728 Z22=864 R33=6.92820323027551 R22=3.46410161513775 "CG Offset 3"=- 8.88178419700125E-16 "CG Offset 2"=1.77635683940025E-15 "PNA Offset 3"=-8.88178419700125E-16 _ "PNA Offset 2"=1.77635683940025E-15 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I33 Modifier"=1 "I22 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Name=Dummy Material=5000Psi_50pcf Shape="Concrete Rectangular" Color=Cyan Area=1 J=0.140885387474423 I33=0.0833333333333334 I22=0.0833333333333334 I23=-2.77555756156289E-17 As2=0.833333216666684 As3=0.833333216666684 _ S33Pos=0.166666666666667 S33Neg=0.166666666666667 S22Pos=0.166666666666667 S22Neg=0.166666666666667 Z33=0.25 Z22=0.25 R33=0.288675134594813 R22=0.288675134594813 "CG Offset 3"=5.55111512312578E -17 _ "CG Offset 2"=-5.55111512312578E-17 "PNA Offset 3"=5.55111512312578E-17 "PNA Offset 2"=-5.55111512312578E-17 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I33 Modifier"=1 "I22 Modifier"=1 _ "Mass Modifier"=1 "Weight Modifier"=1 Name="W_16""_5ksi (FND)-W" Material=MAT2 Shape="Concrete Rectangular" Color=Blue Area=2112 J=166692.606475539 I33=3066624 I22=45056 I23=0 As2=1759.99975360007 As3=1759.99975360004 S33Pos=46464 S33Neg=46464 _ S22Pos=5632 S22Neg=5632 Z33=69696 Z22=8448 R33=38.1051177665153 R22=4.61880215351701 "CG Offset 3"=0 "CG Offset 2"=0 "PNA Offset 3"=0 "PNA Offset 2"=0 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 _ "J Modifier"=1 "I33 Modifier"=1 "I22 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 449 Name="W_20""_8ksi-W" Material=MAT1 Shape="Concrete Rectangular" Color=Blue Area=2640 J=318839.447637426 I33=3833280 I22=88000 I23=0 As2=2199.99969200009 As3=2199.99969200008 S33Pos=58080 S33Neg=58080 S22Pos=8800 _ S22Neg=8800 Z33=87120 Z22=13200 R33=38.1051177665153 R22=5.77350269189626 "CG Offset 3"=0 "CG Offset 2"=0 "PNA Offset 3"=0 "PNA Offset 2"=0 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 _ "I33 Modifier"=1 "I22 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Name="W_24""_8ksi-W" Material=MAT1 Shape="Concrete Rectangular" Color=Gray8Dark Area=3168 J=539327.691625681 I33=4599936 I22=152064 I23=0 As2=2639.99963040011 As3=2639.99963040009 S33Pos=69696 S33Neg=69696 _ S22Pos=12672 S22Neg=12672 Z33=104544 Z22=19008 R33=38.1051177665153 R22=6.92820323027551 "CG Offset 3"=0 "CG Offset 2"=0 "PNA Offset 3"=0 "PNA Offset 2"=0 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 _ "J Modifier"=1 "I33 Modifier"=1 "I22 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Name="W_28""_8ksi-W" Material=MAT1 Shape="Concrete Rectangular" Color=Green Area=3696 J=837941.632392495 I33=5366592 I22=241472 I23=0 As2=3079.99956880012 As3=3079.99956880006 S33Pos=81312 S33Neg=81312 _ S22Pos=17248 S22Neg=17248 Z33=121968 Z22=25872 R33=38.1051177665153 R22=8.08290376865476 "CG Offset 3"=0 "CG Offset 2"=0 "PNA Offset 3"=0 "PNA Offset 2"=0 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 _ "J Modifier"=1 "I33 Modifier"=1 "I22 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Name="W_30""_8ksi-W" Material=MAT1 Shape="Concrete Rectangular" Color=Blue Area=3960 J=1019354.84340452 I33=5749920 I22=297000 I23=0 As2=3299.99953800013 As3=3299.99953800008 S33Pos=87120 S33Neg=87120 _ S22Pos=19800 S22Neg=19800 Z33=130680 Z22=29700 R33=38.1051177665153 R22=8.66025403784439 "CG Offset 3"=0 "CG Offset 2"=0 "PNA Offset 3"=0 "PNA Offset 2"=0 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 _ "J Modifier"=1 "I33 Modifier"=1 "I22 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 TABLE: "FRAME SECTION PROPERTY DEFINITIONS - CONCRETE RECTANGULAR" Name=BEAM1 Material=4000Psi "From File?"=No Depth=24 Width=12 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.937 "Section Type"=Beam "Longitudinal Rebar Material"=A615Gr60 _ "Shear Rebar Material"=A615Gr60 "Flange Dimension Option"="Analysis Property" "Cover Top"=3 "Cover Bottom"=3 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I22 Modifier"=1 "I33 Modifier"=1 _ "Mass Modifier"=1 "Weight Modifier"=1 Color=Cyan GUID=a5fb0e6a-4f7f-4b39-a1df-d70b28d54ec3 Name=COL1 Material=4000Psi "From File?"=No Depth=24 Width=12 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.937 "Section Type"=Column "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 _ "J Modifier"=1 "I22 Modifier"=1 "I33 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Cyan GUID=e97cea5a- 329e-4d5a-9cb0-516919a7f93d Name=Dummy Material=5000Psi_50pcf "From File?"=No Depth=1 Width=1 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.937 "Section Type"=Beam "Longitudinal Rebar Material"=A615Gr60 _ "Shear Rebar Material"=A615Gr60 "Flange Dimension Option"="Analysis Property" "Cover Top"=13.2 "Cover Bottom"=13.2 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I22 Modifier"=1 _ "I33 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Cyan GUID=3aa46a47-a5b7-436a-86f8-9a62bc50f090 Name="W_16""_5ksi (FND)-W" Material=MAT2 "From File?"=No Depth=132 Width=16 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.937 "Section Type"=Beam "Longitudinal Rebar Material"=A615Gr60 _ "Shear Rebar Material"=A615Gr60 "Flange Dimension Option"="Analysis Property" "Cover Top"=13.2 "Cover Bottom"=13.2 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I22 Modifier"=1 _ "I33 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Blue GUID=3a677f21-5076-4e75-98d6-d3bda2e9f0c4 Name="W_20""_8ksi-W" Material=MAT1 "From File?"=No Depth=132 Width=20 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.937 "Section Type"=Beam "Longitudinal Rebar Material"=A615Gr60 _ "Shear Rebar Material"=A615Gr60 "Flange Dimension Option"="Analysis Property" "Cover Top"=13.2 "Cover Bottom"=13.2 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I22 Modifier"=1 _ "I33 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Blue GUID=69ad3477-725d-48d5-b2b7-dda1b57d36ff Name="W_24""_8ksi-W" Material=MAT1 "From File?"=No Depth=132 Width=24 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.937 "Section Type"=Beam "Longitudinal Rebar Material"=A615Gr60 _ "Shear Rebar Material"=A615Gr60 "Flange Dimension Option"="Analysis Property" "Cover Top"=13.2 "Cover Bottom"=13.2 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I22 Modifier"=1 _ "I33 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Gray8Dark GUID=cb3d3647-5284-4e3b-acf6- 241fbbf334e8 Name="W_28""_8ksi-W" Material=MAT1 "From File?"=No Depth=132 Width=28 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.937 "Section Type"=Beam "Longitudinal Rebar Material"=A615Gr60 _ 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 450 "Shear Rebar Material"=A615Gr60 "Flange Dimension Option"="Analysis Property" "Cover Top"=13.2 "Cover Bottom"=13.2 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I22 Modifier"=1 _ "I33 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Green GUID=8dc5b4cf-42d5-43d9-80d7-c7771683fce5 Name="W_30""_8ksi-W" Material=MAT1 "From File?"=No Depth=132 Width=30 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.937 "Section Type"=Beam "Longitudinal Rebar Material"=A615Gr60 _ "Shear Rebar Material"=A615Gr60 "Flange Dimension Option"="Analysis Property" "Cover Top"=13.2 "Cover Bottom"=13.2 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 "I22 Modifier"=1 _ "I33 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Blue GUID=d8ec5c00-342f-4c3f-a37c-4d395f1a7ed3 TABLE: "TENDON SECTION PROPERTIES" Name=Tendon1 Material=A416Gr270 StrandArea=0.153 Color=Yellow GUID=2091d84c-7b22-482b-bb8e-439a70e55d97 TABLE: "AREA SECTION PROPERTY DEFINITIONS - SUMMARY" Name=Mat_2.0FT_5ksi Type=Slab "Element Type"=Shell-Thick Material=5000Psi_50pcf "Total Thickness"=24 Name=Mat_3.0FT_5ksi Type=Slab "Element Type"=Shell-Thick Material=5000Psi_50pcf "Total Thickness"=36 Name=Mat_4.0FT_5ksi Type=Slab "Element Type"=Shell-Thick Material=5000Psi_50pcf "Total Thickness"=48 Name=Mat_4.5FT_5ksi Type=Slab "Element Type"=Shell-Thick Material=5000Psi_50pcf "Total Thickness"=54 Name=Mat_6.0FT_5ksi Type=Slab "Element Type"=Shell-Thick Material=5000Psi_50pcf "Total Thickness"=72 Name=Mat_7.5FT_5ksi Type=Slab "Element Type"=Shell-Thick Material=5000Psi_50pcf "Total Thickness"=90 Name=WALL1 Type=Wall "Element Type"=Shell-Thick Material=4000Psi "Total Thickness"=12 TABLE: "SLAB PROPERTY DEFINITIONS" Name=Mat_2.0FT_5ksi "Modeling Type"=Shell-Thick "Property Type"=Mat Material=5000Psi_50pcf "Slab Thickness"=24 "Notional Size Type"=User "Notional User Size"=3.937 "f11 Modifier"=1 "f22 Modifier"=1 "f12 Modifier"=1 _ "m11 Modifier"=1 "m22 Modifier"=1 "m12 Modifier"=1 "v13 Modifier"=1 "v23 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Yellow GUID=ab0062af-8d1b-48f9-b206-377b5ecac4d3 Notes="Added 8/4/2021 8:06:10 PM" Orthotropic?=No Name=Mat_3.0FT_5ksi "Modeling Type"=Shell-Thick "Property Type"=Mat Material=5000Psi_50pcf "Slab Thickness"=36 "Notional Size Type"=User "Notional User Size"=3.937 "f11 Modifier"=1 "f22 Modifier"=1 "f12 Modifier"=1 _ "m11 Modifier"=1 "m22 Modifier"=1 "m12 Modifier"=1 "v13 Modifier"=1 "v23 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=DarkCyan GUID=a3fc7c5b-782a-450f-a251-5b9ff3b4b157 Notes="Added 8/4/2021 8:06:10 PM" Orthotropic?=No Name=Mat_4.0FT_5ksi "Modeling Type"=Shell-Thick "Property Type"=Mat Material=5000Psi_50pcf "Slab Thickness"=48 "Notional Size Type"=User "Notional User Size"=3.937 "f11 Modifier"=1 "f22 Modifier"=1 "f12 Modifier"=1 _ "m11 Modifier"=1 "m22 Modifier"=1 "m12 Modifier"=1 "v13 Modifier"=1 "v23 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Gray8Dark GUID=0dd937af-a8e9-4f8b-b53e-8c872c91fa78 Notes="Added 8/4/2021 8:06:10 PM" Orthotropic?=No Name=Mat_4.5FT_5ksi "Modeling Type"=Shell-Thick "Property Type"=Mat Material=5000Psi_50pcf "Slab Thickness"=54 "Notional Size Type"=User "Notional User Size"=3.937 "f11 Modifier"=1 "f22 Modifier"=1 "f12 Modifier"=1 _ "m11 Modifier"=1 "m22 Modifier"=1 "m12 Modifier"=1 "v13 Modifier"=1 "v23 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=16744576 GUID=19d6bd66-5c7d-42c2-bbe4-9ee89efb0578 Notes="Added 8/4/2021 8:06:10 PM" Orthotropic?=No Name=Mat_6.0FT_5ksi "Modeling Type"=Shell-Thick "Property Type"=Mat Material=5000Psi_50pcf "Slab Thickness"=72 "Notional Size Type"=User "Notional User Size"=3.937 "f11 Modifier"=1 "f22 Modifier"=1 "f12 Modifier"=1 _ "m11 Modifier"=1 "m22 Modifier"=1 "m12 Modifier"=1 "v13 Modifier"=1 "v23 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Gray8Dark GUID=0b70d6bd-0d76-4392-997e-c2f65784fa4c Notes="Added 8/4/2021 8:06:10 PM" Orthotropic?=No Name=Mat_7.5FT_5ksi "Modeling Type"=Shell-Thick "Property Type"=Mat Material=5000Psi_50pcf "Slab Thickness"=90 "Notional Size Type"=User "Notional User Size"=3.937 "f11 Modifier"=1 "f22 Modifier"=1 "f12 Modifier"=1 _ "m11 Modifier"=1 "m22 Modifier"=1 "m12 Modifier"=1 "v13 Modifier"=1 "v23 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=4227327 GUID=f479ddf9-cc85-483a-989b-dc6207ded019 Notes="Added 8/4/2021 8:06:10 PM" Orthotropic?=No TABLE: "WALL PROPERTY DEFINITIONS - SPECIFIED" Name=WALL1 "Modeling Type"=Shell-Thick Material=4000Psi "Wall Thickness"=12 "Include Auto Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=3.93700787401575 "f11 Modifier"=1 "f22 Modifier"=1 _ 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 451 "f12 Modifier"=1 "m11 Modifier"=1 "m22 Modifier"=1 "m12 Modifier"=1 "v13 Modifier"=1 "v23 Modifier"=1 "Mass Modifier"=1 "Weight Modifier"=1 Color=Magenta GUID=a617ac02-11b4-40ba-87b2-5bef429307cc TABLE: "REINFORCING BAR SIZES" Name=#2 Diameter=0.25 Area=0.05 GUID=7c4619db-2b44-4d1d-b37b-692b0d140335 Name=#3 Diameter=0.375 Area=0.109999999403954 GUID=54e78365-ddff-4718-8bbc-563c473b6b34 Name=#4 Diameter=0.5 Area=0.200000002980232 GUID=da7e4c31-483a-404e-8314-4722398386ce Name=#5 Diameter=0.625 Area=0.310000002384186 GUID=27945374-07f8-47d0-877c-44debd2cd041 Name=#6 Diameter=0.75 Area=0.439999997615814 GUID=6709c808-328d-40a3-9397-d38f4eb634d5 Name=#7 Diameter=0.875 Area=0.600000023841858 GUID=ea94fb32-83ab-4be7-b1eb-57aba019550b Name=#8 Diameter=1 Area=0.790000021457672 GUID=f3265866-9355-4ffc-9b7d-31a977e6e409 Name=#9 Diameter=1.12800002098083 Area=1 GUID=8ad9ac5b-182a-464f-8918-513f4fa6e95c Name=#10 Diameter=1.26999998092651 Area=1.26999998092651 GUID=220ecb1c-637c-47c2-9da7-812cdda5b664 Name=#11 Diameter=1.4099999666214 Area=1.55999994277954 GUID=f6c4f91d-4f60-4de0-9c0d-1983717c8e50 Name=#14 Diameter=1.692999958992 Area=2.25 GUID=436ae436-a6be-4739-a2fd-6222ce157818 Name=#18 Diameter=2.25699996948242 Area=4 GUID=52248043-414d-48a8-b947-a95bb6b12465 TABLE: "SPRING PROPERTY DEFINITIONS - POINT SPRINGS" Name=PSPR1 "Stiffness UX"=0 "Stiffness UY"=0 "Stiffness UZ"=1 "Stiffness RX"=0 "Stiffness RY"=0 "Stiffness RZ"=0 "Nonlinear Option"="None (Linear)" Color=Blue GUID=c8b7c736-bdb9-4b64-90e1-68ce4548bcf7 TABLE: "SPRING PROPERTY DEFINITIONS - LINE SPRINGS" Name=LSPR1 "Vertical Stffness"=1 "Rotational Stffness"=1 "Nonlinear Option"="None (Linear)" Color=Yellow GUID=247bf8c0-3ad8-4148-a49f-0c45273bc308 TABLE: "SPRING PROPERTY DEFINITIONS - AREA SPRINGS" Name=100PCI "Subgrade Modulus"=100 "Nonlinear Option"="Compression Only" Color=Cyan GUID=4a92d962-49b0-4975- bc91-5756f881c7fd Name=30PCI "Subgrade Modulus"=30 "Nonlinear Option"="Compression Only" Color=Cyan GUID=7c61aacd-59f5-4bcb- 8348-ee83be8d1750 TABLE: "LOAD PATTERN DEFINITIONS" Name=~LLRF "Is Auto Load"=No Type=Other "Self Weight Multiplier"=0 GUID=413322bb-b0a7-41a1-b979-f2b6f5a29e68 Name=RSX-3b "Is Auto Load"=No Type=Seismic "Self Weight Multiplier"=0 "Auto Load"=None GUID=2531220d-c88e- 468b-92ad-894d01fe2968 Name=RSY-3b "Is Auto Load"=No Type=Seismic "Self Weight Multiplier"=0 "Auto Load"=None GUID=72fefb5f-e03d-4d7c- 8645-a788c19479f9 TABLE: "SHELL UNIFORM LOAD SETS" Name=04.PARKING(GARAGES) "Load Pattern"=SDL "Load Value"=0.0347222222222222 GUID=f4aa85a8-74e4-4983-9917- ed74abcb84f8 Name=04.PARKING(GARAGES) "Load Pattern"=LL_unred "Load Value"=0.277777777777778 TABLE: "GROUP DEFINITIONS" Name=ALL Color=Red "Steel Design?"=No "Concrete Design?"=No "Composite Design?"=No GUID=4a755319-291a-4c20- b34d-6729724d7980 Name=Points_Shear2way Color=Red "Steel Design?"=No "Concrete Design?"=No "Composite Design?"=No GUID=7d91d9b8-3967-4b52-858b-ab22e6f4dd71 Name="EAST PORTION" Color=Red "Steel Design?"=No "Concrete Design?"=No "Composite Design?"=No GUID=9593dc02-2e5f-43f7-948a-38e704e8f60d Name=Beam_shear2way Color=Blue "Steel Design?"=No "Concrete Design?"=No "Composite Design?"=No GUID=6e0d9ee1-1b21-447d-8325-66cc4f2b0509 Name=West_LineLoad Color=Blue "Steel Design?"=No "Concrete Design?"=No "Composite Design?"=No GUID=91a931b5-f2e4-4712-bd0f-26dfac21c59f TABLE: "GROUP ASSIGNMENTS" "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=80 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 452 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=81 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=82 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=83 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=84 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=85 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=86 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=87 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=193 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=194 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=195 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=196 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=197 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=198 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=199 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=200 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=201 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=202 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=203 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=204 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=205 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=206 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=207 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=208 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=209 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=210 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=211 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=213 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=215 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=217 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=219 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=221 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=223 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=224 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=225 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=228 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=229 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=230 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=232 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=234 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=235 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=236 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=237 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=239 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=240 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=241 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=242 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=244 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=449 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=450 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=451 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=452 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=454 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=455 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=456 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=457 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=458 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=459 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 453 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=460 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=461 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=462 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=463 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=464 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=465 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=466 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=467 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=468 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=469 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=470 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=471 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=472 "Group Name"=Points_Shear2way "Object Type"=Point "Object Unique Name"=473 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=115 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=117 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=118 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=119 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=120 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=121 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=122 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=123 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=125 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=140 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=155 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=156 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=159 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=160 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=161 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=162 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=163 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=164 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=165 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=166 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=167 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=168 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=169 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=170 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=171 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=172 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=173 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=174 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=175 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=176 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=177 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=178 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=179 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=180 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=181 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=182 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=183 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=184 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=185 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=186 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=187 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=188 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=189 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 454 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=190 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=191 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=192 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=212 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=214 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=216 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=218 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=220 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=222 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=227 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=231 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=246 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=247 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=248 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=249 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=250 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=251 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=252 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=253 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=254 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=255 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=256 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=257 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=258 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=259 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=260 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=261 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=262 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=263 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=264 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=265 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=266 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=269 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=270 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=271 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=272 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=273 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=274 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=275 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=276 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=277 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=278 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=279 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=280 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=281 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=282 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=283 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=284 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=285 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=286 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=287 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=288 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=289 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=290 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=291 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=292 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=293 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 455 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=294 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=295 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=296 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=297 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=298 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=299 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=300 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=301 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=302 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=303 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=304 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=305 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=306 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=307 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=308 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=309 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=310 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=311 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=312 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=313 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=314 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=315 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=316 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=317 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=318 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=319 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=320 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=321 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=322 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=323 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=324 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=325 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=326 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=327 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=328 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=329 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=330 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=331 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=332 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=333 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=334 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=335 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=336 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=337 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=338 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=339 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=340 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=341 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=342 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=356 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=357 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=358 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=359 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=360 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=361 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=362 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=363 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 456 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=364 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=365 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=366 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=367 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=368 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=369 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=370 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=371 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=372 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=373 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=374 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=375 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=376 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=377 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=378 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=379 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=380 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=381 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=382 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=383 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=384 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=385 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=386 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=387 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=388 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=389 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=390 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=391 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=392 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=393 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=394 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=395 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=396 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=397 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=398 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=399 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=400 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=401 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=402 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=403 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=404 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=405 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=406 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=407 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=408 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=409 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=410 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=411 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=412 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=413 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=414 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=415 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=416 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=417 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=418 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=419 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=420 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 457 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=425 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=426 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=427 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=428 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=429 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=430 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=431 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=432 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=433 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=434 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=435 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=436 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=437 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=438 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=439 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=440 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=441 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=442 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=449 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=450 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=451 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=452 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=454 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=455 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=456 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=457 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=458 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=459 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=460 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=461 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=462 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=463 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=464 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=465 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=466 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=467 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=468 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=469 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=470 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=471 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=472 "Group Name"="EAST PORTION" "Object Type"=Point "Object Unique Name"=473 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=1 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=2 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=3 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=4 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=5 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=6 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=7 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=8 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=9 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=10 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=11 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=12 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=13 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=14 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 458 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=32 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=33 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=34 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=35 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=36 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=37 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=38 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=39 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=40 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=41 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=42 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=43 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=44 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=45 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=46 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=77 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=78 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=81 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=79 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=80 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=188 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=189 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=190 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=191 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=192 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=198 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=199 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=200 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=201 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=202 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=203 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=204 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=205 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=206 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=207 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=208 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=209 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=210 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=211 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=212 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=213 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=214 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=215 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=216 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=217 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=218 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=219 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=220 "Group Name"="EAST PORTION" "Object Type"=Line "Object Unique Name"=221 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=7 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=10 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=16 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=26 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=27 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=28 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=29 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=30 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 459 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=31 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=32 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=33 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=34 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=35 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=36 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=37 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=38 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=39 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=40 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=41 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=42 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=43 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=44 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=45 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=46 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=47 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=48 "Group Name"="EAST PORTION" "Object Type"=Area "Object Unique Name"=49 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=91 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=92 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=93 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=94 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=95 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=96 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=97 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=98 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=99 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=100 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=101 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=102 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=103 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=104 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=105 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=106 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=107 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=108 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=109 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=110 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=111 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=112 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=113 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=114 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=115 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=116 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=117 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=118 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=119 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=120 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=121 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=122 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=123 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=124 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=125 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=126 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=127 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=128 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 460 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=129 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=130 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=131 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=132 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=133 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=134 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=135 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=136 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=137 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=138 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=198 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=199 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=200 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=201 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=202 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=203 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=204 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=205 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=206 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=207 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=208 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=209 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=210 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=211 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=212 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=213 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=214 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=215 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=216 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=217 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=218 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=219 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=220 "Group Name"=Beam_shear2way "Object Type"=Line "Object Unique Name"=221 "Group Name"=West_LineLoad "Object Type"=Line "Object Unique Name"=BW2 "Group Name"=West_LineLoad "Object Type"=Line "Object Unique Name"=BW3 "Group Name"=West_LineLoad "Object Type"=Line "Object Unique Name"=BW4 "Group Name"=West_LineLoad "Object Type"=Line "Object Unique Name"=BW5 "Group Name"=West_LineLoad "Object Type"=Line "Object Unique Name"=BW1 TABLE: "MASS SUMMARY BY GROUP" Group=ALL "Self Mass"=38355.7421370474 "Self Weight"=0 "Mass X"=38355.7421370474 "Mass Y"=38355.7421370474 "Mass Z"=38355.7421370474 Group=Points_Shear2way "Self Mass"=0 "Self Weight"=0 "Mass X"=0 "Mass Y"=0 "Mass Z"=0 Group="EAST PORTION" "Self Mass"=12461.2302712446 "Self Weight"=0 "Mass X"=12461.2302712446 "Mass Y"=12461.2302712446 "Mass Z"=12461.2302712446 Group=Beam_shear2way "Self Mass"=0.416228468055589 "Self Weight"=0 "Mass X"=0.416228468055589 "Mass Y"=0.416228468055589 "Mass Z"=0.416228468055589 Group=West_LineLoad "Self Mass"=3828.69766162481 "Self Weight"=0 "Mass X"=3828.69766162481 "Mass Y"=3828.69766162481 "Mass Z"=3828.69766162481 TABLE: "MASS SOURCE DEFINITION" Name=MsSrc1 "Is Default"=Yes "Include Lateral Mass?"=No "Include Vertical Mass?"=Yes "Lump Mass?"=Yes "Source Self Mass?"=Yes "Source Added Mass?"=Yes "Source Load Patterns?"=No "Move Mass Centroid?"=No GUID=e85ed16d - 666c-4f7a-9344-62a1ee86eded TABLE: "LOAD CASE DEFINITIONS - SUMMARY" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 461 Name=Dead Type="Linear Static" GUID=5c78eb8c-fd39-4d0b-9e5e-ff45ebd6babe Name=AltASD1 Type="Nonlinear Static" GUID=8b2e5e46-7be5-4a93-8e13-533ab1beedc7 Name=AltASD5-EQ-1 Type="Nonlinear Static" GUID=65ad2b6a-ec5b-4796-9d21-db231874ccee Name=AltASD5-EQ-2 Type="Nonlinear Static" GUID=29942b0a-37df-421f-9410-994270392cf1 Name=AltASD5-EQ-3 Type="Nonlinear Static" GUID=a685967d-6c85-449a-8720-e66e6e6e5db0 Name=AltASD5-EQ-4 Type="Nonlinear Static" GUID=743cf462-fa04-4bd8-903f-159caf552415 Name=AltASD5-EQ-5 Type="Nonlinear Static" GUID=17675c55-7f38-4d37-8ad1-301c9526b4a1 Name=AltASD5-EQ-6 Type="Nonlinear Static" GUID=3a6a20ca-23a3-4d62-8b76-0a2dcff88c6a Name=AltASD5-EQ-7 Type="Nonlinear Static" GUID=3b2674bb-b2de-41f6-bfc1-e2300fb25a3b Name=AltASD5-EQ-8 Type="Nonlinear Static" GUID=fd3ada22-9a0b-45c0-9eeb-1e855e267650 Name=AltASD6_EQ-1 Type="Nonlinear Static" GUID=615c1896-54cf-4dbd-bf67-9535a4536040 Name=AltASD6_EQ-2 Type="Nonlinear Static" GUID=49632c5c-115c-4455-9ffc-5d26d6955fd6 Name=AltASD6_EQ-3 Type="Nonlinear Static" GUID=3be75638-ddb7-40f5-a1f3-bc29b33f14ee Name=AltASD6_EQ-4 Type="Nonlinear Static" GUID=10363a1f-91cd-4341-849f-b09c3b6b5527 Name=AltASD6_EQ-5 Type="Nonlinear Static" GUID=68aa42e8-1b07-419a-aa75-9f759240cb0a Name=AltASD6_EQ-6 Type="Nonlinear Static" GUID=565186eb-d899-4a2f-a124-75356a94aef7 Name=AltASD6_EQ-7 Type="Nonlinear Static" GUID=ffcf4dbf-a1e7-43af-bb3a-0bd59c87d858 Name=AltASD6_EQ-8 Type="Nonlinear Static" GUID=0fdb3676-41eb-45b6-b80a-b777cc87e422 Name=D+L_Check Type="Nonlinear Static" GUID=ae4f23c1-00d0-4a5a-91e2-6450e8d9d3cd Name=LRFD1 Type="Nonlinear Static" GUID=1f34713e-bf73-421d-abf3-a82534434be5 Name=LRFD2 Type="Nonlinear Static" GUID=0b0d1797-180b-4494-99a7-04248b770e45 Name=LRFD5-EQ-1 Type="Nonlinear Static" GUID=46a76385-cd62-4eb8-8430-99ff288c0275 Name=LRFD5-EQ-2 Type="Nonlinear Static" GUID=9db9b2d8-3f5c-475d-a14b-6454129c6a1f Name=LRFD5-EQ-3 Type="Nonlinear Static" GUID=a9f6ee5f-ddd1-4ceb-84e0-6376746d8dfa Name=LRFD5-EQ-4 Type="Nonlinear Static" GUID=de0d730d-72d1-4d21-a6cd-51fe96d62054 Name=LRFD5-EQ-5 Type="Nonlinear Static" GUID=f1d8c11b-e7ce-41a5-ac01-cf6c412bd9d3 Name=LRFD5-EQ-6 Type="Nonlinear Static" GUID=504b8cf0-956f-48c9-8c28-ebc758e3918b Name=LRFD5-EQ-7 Type="Nonlinear Static" GUID=c51f9f03-03d4-4515-994d-2b6bb7aeb065 Name=LRFD5-EQ-8 Type="Nonlinear Static" GUID=3533f7d3-2f6b-41f5-861b-2c295d814216 Name=LRFD7-EQ-1 Type="Nonlinear Static" GUID=e8d6174d-8907-4860-9138-2b8e36c71493 Name=LRFD7-EQ-2 Type="Nonlinear Static" GUID=bc5b4afb-d043-4561-a1fb-88c74ff79c00 Name=LRFD7-EQ-3 Type="Nonlinear Static" GUID=2e59778d-09d5-465d-b444-01541967f79d Name=LRFD7-EQ-4 Type="Nonlinear Static" GUID=0dc89f3f-43de-459a-98c3-e3bf09e4b472 Name=LRFD7-EQ-5 Type="Nonlinear Static" GUID=8e6691fa-c9c4-4ee1-8ae5-d0fd513dfdf4 Name=LRFD7-EQ-6 Type="Nonlinear Static" GUID=35558ff6-c889-40bb-a7dd-4dcf63123006 Name=LRFD7-EQ-7 Type="Nonlinear Static" GUID=fbde3362-8c99-4de1-934c-e22a5cfd62e0 Name=LRFD7-EQ-8 Type="Nonlinear Static" GUID=74d0df6b-5b46-4b8a-96ae-6fd80767b097 Name=SDL Type="Linear Static" GUID=3cf7043b-7516-44b0-928d-47acfc983e7c Name=LL_red Type="Linear Static" GUID=70bf9aca-4858-45af-89bb-ae7336c2b413 Name=LL_unred Type="Linear Static" GUID=64744ca9-3007-49c2-a043-a1f752ae81c9 Name=LL_roof Type="Linear Static" GUID=4a83f00f-df55-423f-89c6-0b37dd27570c Name=RSX-3b Type="Linear Static" GUID=919147ac-155b-4d57-81b1-f51c0e1f4438 Name=RSY-3b Type="Linear Static" GUID=19bdc33d-9dbe-4442-81fd-7a7a0320c2a7 Name=SURCHARGE_LL Type="Linear Static" GUID=4b3840e2-0b95-4a4e-a658-2ee19d4996d6 Name=SURCHARGE Type="Linear Static" GUID=a7e60d5a-883f-42e6-a34c-d7c6b07699fd Name=S.W. Type="Linear Static" GUID=d7d5ab6e-8559-4acf-b779-ad1e8ada1833 TABLE: "LOAD CASE DEFINITIONS - LINEAR STATIC" Name=Dead "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Design Type"="Program Determined" GUID=5c78eb8c -fd39-4d0b-9e5e- ff45ebd6babe Name=LL_red "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=LL_red "Load SF"=1 "Design Type"="Program Determined" GUID=70bf9aca-4858-45af- 89bb-ae7336c2b413 Name=LL_roof "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=LL_roof "Load SF"=1 "Design Type"="Program Determined" GUID=4a83f00f -df55-423f-89c6- 0b37dd27570c 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 462 Name=LL_unred "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 "Design Type"="Program Determined" GUID=64744ca9-3007-49c2-a043-a1f752ae81c9 Name=RSX-3b "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=RSX-3b "Load SF"=1 "Design Type"="Program Determined" GUID=919147ac-155b-4d57- 81b1-f51c0e1f4438 Name=RSY-3b "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=RSY-3b "Load SF"=1 "Design Type"="Program Determined" GUID=19bdc33d-9dbe-4442- 81fd-7a7a0320c2a7 Name=S.W. "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=S.W. "Load SF"=1 "Design Type"="Program Determined" GUID=d7d5ab6e-8559-4acf-b779- ad1e8ada1833 Name=SDL "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=SDL "Load SF"=1 "Design Type"="Program Determined" GUID=3cf7043b-7516-44b0-928d- 47acfc983e7c Name=SURCHARGE "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1 "Design Type"="Program Determined" GUID=a7e60d5a-883f-42e6-a34c-d7c6b07699fd Name=SURCHARGE_LL "Exclude Group"=None "Mass Source"=MsSrc1 "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=1 "Design Type"="Program Determined" GUID=4b3840e2-0b95-4a4e-a658-2ee19d4996d6 TABLE: "LOAD CASE DEFINITIONS - NONLINEAR STATIC" Name=AltASD1 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" "Max Total Steps"=200 _ "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=8b2e5e46-7be5-4a93-8e13-533ab1beedc7 Name=AltASD1 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD1 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD1 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD1 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD1 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD5-EQ-1 "Mass Source"=Previous "Initial Condition"=Unstressed "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" "Max Total Steps"=200 "Max Null Steps"=25 _ "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=65ad2b6a-ec5b-4796-9d21-db231874ccee Name=AltASD5-EQ-1 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD5-EQ-1 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.7 Name=AltASD5-EQ-1 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.21 Name=AltASD5-EQ-1 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD5-EQ-1 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD5-EQ-1 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD5-EQ-1 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD5-EQ-2 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=29942b0a-37df-421f-9410-994270392cf1 Name=AltASD5-EQ-2 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD5-EQ-2 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.7 Name=AltASD5-EQ-2 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.21 Name=AltASD5-EQ-2 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD5-EQ-2 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD5-EQ-2 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD5-EQ-2 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD5-EQ-3 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" _ 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 463 "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=a685967d-6c85-449a-8720-e66e6e6e5db0 Name=AltASD5-EQ-3 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD5-EQ-3 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.714 Name=AltASD5-EQ-3 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.214 Name=AltASD5-EQ-3 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD5-EQ-3 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD5-EQ-3 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD5-EQ-3 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD5-EQ-4 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=743cf462-fa04-4bd8-903f-159caf552415 Name=AltASD5-EQ-4 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD5-EQ-4 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.714 Name=AltASD5-EQ-4 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.214 Name=AltASD5-EQ-4 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD5-EQ-4 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD5-EQ-4 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD5-EQ-4 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD5-EQ-5 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=17675c55-7f38-4d37-8ad1-301c9526b4a1 Name=AltASD5-EQ-5 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD5-EQ-5 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.214 Name=AltASD5-EQ-5 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.714 Name=AltASD5-EQ-5 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD5-EQ-5 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD5-EQ-5 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD5-EQ-5 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD5-EQ-6 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=3a6a20ca-23a3-4d62-8b76-0a2dcff88c6a Name=AltASD5-EQ-6 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD5-EQ-6 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.214 Name=AltASD5-EQ-6 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.714 Name=AltASD5-EQ-6 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD5-EQ-6 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD5-EQ-6 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD5-EQ-6 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD5-EQ-7 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=3b2674bb-b2de-41f6-bfc1-e2300fb25a3b Name=AltASD5-EQ-7 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD5-EQ-7 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.214 Name=AltASD5-EQ-7 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.714 Name=AltASD5-EQ-7 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD5-EQ-7 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD5-EQ-7 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD5-EQ-7 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD5-EQ-8 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=fd3ada22-9a0b-45c0-9eeb-1e855e267650 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 464 Name=AltASD5-EQ-8 "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=AltASD5-EQ-8 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.214 Name=AltASD5-EQ-8 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.714 Name=AltASD5-EQ-8 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=AltASD5-EQ-8 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=AltASD5-EQ-8 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=AltASD5-EQ-8 "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=AltASD6_EQ-1 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.9 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=615c1896-54cf-4dbd-bf67-9535a4536040 Name=AltASD6_EQ-1 "Load Type"=Load "Load Name"=SDL "Load SF"=0.9 Name=AltASD6_EQ-1 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.714 Name=AltASD6_EQ-1 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.214 Name=AltASD6_EQ-1 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.9 Name=AltASD6_EQ-2 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.9 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=49632c5c-115c-4455-9ffc-5d26d6955fd6 Name=AltASD6_EQ-2 "Load Type"=Load "Load Name"=SDL "Load SF"=0.9 Name=AltASD6_EQ-2 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.714 Name=AltASD6_EQ-2 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.214 Name=AltASD6_EQ-2 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.9 Name=AltASD6_EQ-3 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.9 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=3be75638-ddb7-40f5-a1f3-bc29b33f14ee Name=AltASD6_EQ-3 "Load Type"=Load "Load Name"=SDL "Load SF"=0.9 Name=AltASD6_EQ-3 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.714 Name=AltASD6_EQ-3 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.214 Name=AltASD6_EQ-3 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.9 Name=AltASD6_EQ-4 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.9 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=10363a1f-91cd-4341-849f-b09c3b6b5527 Name=AltASD6_EQ-4 "Load Type"=Load "Load Name"=SDL "Load SF"=0.9 Name=AltASD6_EQ-4 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.714 Name=AltASD6_EQ-4 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.214 Name=AltASD6_EQ-4 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.9 Name=AltASD6_EQ-5 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.9 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=68aa42e8-1b07-419a-aa75-9f759240cb0a Name=AltASD6_EQ-5 "Load Type"=Load "Load Name"=SDL "Load SF"=0.9 Name=AltASD6_EQ-5 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.214 Name=AltASD6_EQ-5 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.714 Name=AltASD6_EQ-5 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.9 Name=AltASD6_EQ-6 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.9 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=565186eb-d899-4a2f-a124-75356a94aef7 Name=AltASD6_EQ-6 "Load Type"=Load "Load Name"=SDL "Load SF"=0.9 Name=AltASD6_EQ-6 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.214 Name=AltASD6_EQ-6 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.714 Name=AltASD6_EQ-6 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.9 Name=AltASD6_EQ-7 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.9 "Geometric Nonlinearity"=None "Results Type"="Final State" _ 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 465 "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=ffcf4dbf-a1e7-43af-bb3a-0bd59c87d858 Name=AltASD6_EQ-7 "Load Type"=Load "Load Name"=SDL "Load SF"=0.9 Name=AltASD6_EQ-7 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.214 Name=AltASD6_EQ-7 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.714 Name=AltASD6_EQ-7 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.9 Name=AltASD6_EQ-8 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.9 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=0fdb3676-41eb-45b6-b80a-b777cc87e422 Name=AltASD6_EQ-8 "Load Type"=Load "Load Name"=SDL "Load SF"=0.9 Name=AltASD6_EQ-8 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.214 Name=AltASD6_EQ-8 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.714 Name=AltASD6_EQ-8 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.9 Name=D+L_Check "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=ae4f23c1-00d0-4a5a-91e2-6450e8d9d3cd Name=D+L_Check "Load Type"=Load "Load Name"=SDL "Load SF"=1 Name=D+L_Check "Load Type"=Load "Load Name"=LL_red "Load SF"=0.5 Name=D+L_Check "Load Type"=Load "Load Name"=LL_unred "Load SF"=1 Name=D+L_Check "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.5 Name=D+L_Check "Load Type"=Load "Load Name"=S.W. "Load SF"=1 Name=LRFD1 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4 "Geometric Nonlinearity"=None "Results Type"="Final State" "Max Total Steps"=200 _ "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=1f34713e-bf73-421d-abf3-a82534434be5 Name=LRFD1 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4 Name=LRFD1 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4 Name=LRFD1 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4 Name=LRFD2 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.2 "Geometric Nonlinearity"=None "Results Type"="Final State" "Max Total Steps"=200 _ "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=0b0d1797-180b-4494-99a7-04248b770e45 Name=LRFD2 "Load Type"=Load "Load Name"=SDL "Load SF"=1.2 Name=LRFD2 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.8 Name=LRFD2 "Load Type"=Load "Load Name"=LL_unred "Load SF"=1.6 Name=LRFD2 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.8 Name=LRFD2 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.2 Name=LRFD2 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.2 Name=LRFD2 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=1.6 Name=LRFD5-EQ-1 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4354 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=46a76385-cd62-4eb8-8430-99ff288c0275 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4354 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.25 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=LL_unred "Load SF"=0.5 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.25 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=1 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.3 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4354 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4354 Name=LRFD5-EQ-1 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=0.5 Name=LRFD5-EQ-2 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4354 "Geometric Nonlinearity"=None "Results Type"="Final State" _ 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 466 "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=9db9b2d8-3f5c-475d-a14b-6454129c6a1f Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4354 Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.25 Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=LL_unred "Load SF"=0.5 Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.25 Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=1 Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.3 Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4354 Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4354 Name=LRFD5-EQ-2 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=0.5 Name=LRFD5-EQ-3 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4354 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=a9f6ee5f-ddd1-4ceb-84e0-6376746d8dfa Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4354 Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=LL_red "Load SF"=1.4354 Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=LL_unred "Load SF"=0.5 Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.25 Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-1 Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.3 Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4354 Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4354 Name=LRFD5-EQ-3 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=0.5 Name=LRFD5-EQ-4 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4354 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=de0d730d-72d1-4d21-a6cd-51fe96d62054 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4354 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.25 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=LL_unred "Load SF"=0.5 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.25 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-1 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.3 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4354 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4354 Name=LRFD5-EQ-4 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=0.5 Name=LRFD5-EQ-5 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4354 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=f1d8c11b-e7ce-41a5-ac01-cf6c412bd9d3 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4354 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.25 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=LL_unred "Load SF"=0.5 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.25 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.3 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=1 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4354 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4354 Name=LRFD5-EQ-5 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=0.5 Name=LRFD5-EQ-6 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4354 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=504b8cf0-956f-48c9-8c28-ebc758e3918b Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4354 Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.25 Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=LL_unred "Load SF"=0.5 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 467 Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.25 Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.3 Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=1 Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4354 Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4354 Name=LRFD5-EQ-6 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=0.5 Name=LRFD5-EQ-7 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4354 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=c51f9f03-03d4-4515-994d-2b6bb7aeb065 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4354 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.25 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=LL_unred "Load SF"=0.5 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.25 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.3 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-1 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4354 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4354 Name=LRFD5-EQ-7 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=0.5 Name=LRFD5-EQ-8 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=1.4354 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=3533f7d3-2f6b-41f5-861b-2c295d814216 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=SDL "Load SF"=1.4354 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=LL_red "Load SF"=0.25 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=LL_unred "Load SF"=0.5 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=LL_roof "Load SF"=0.25 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.3 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-1 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=1.4354 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=S.W. "Load SF"=1.4354 Name=LRFD5-EQ-8 "Load Type"=Load "Load Name"=SURCHARGE_LL "Load SF"=0.5 Name=LRFD7-EQ-1 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.6646 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=e8d6174d-8907-4860-9138-2b8e36c71493 Name=LRFD7-EQ-1 "Load Type"=Load "Load Name"=SDL "Load SF"=0.6646 Name=LRFD7-EQ-1 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=1 Name=LRFD7-EQ-1 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.3 Name=LRFD7-EQ-1 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=0.6646 Name=LRFD7-EQ-1 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.6646 Name=LRFD7-EQ-2 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.6646 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=bc5b4afb-d043-4561-a1fb-88c74ff79c00 Name=LRFD7-EQ-2 "Load Type"=Load "Load Name"=SDL "Load SF"=0.6646 Name=LRFD7-EQ-2 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=1 Name=LRFD7-EQ-2 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.3 Name=LRFD7-EQ-2 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=0.6646 Name=LRFD7-EQ-2 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.6646 Name=LRFD7-EQ-3 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.6646 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=2e59778d-09d5-465d-b444-01541967f79d Name=LRFD7-EQ-3 "Load Type"=Load "Load Name"=SDL "Load SF"=0.6646 Name=LRFD7-EQ-3 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-1 Name=LRFD7-EQ-3 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=0.3 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 468 Name=LRFD7-EQ-3 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=0.6646 Name=LRFD7-EQ-3 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.6646 Name=LRFD7-EQ-4 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.6646 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=0dc89f3f-43de-459a-98c3-e3bf09e4b472 Name=LRFD7-EQ-4 "Load Type"=Load "Load Name"=SDL "Load SF"=0.6646 Name=LRFD7-EQ-4 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-1 Name=LRFD7-EQ-4 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-0.3 Name=LRFD7-EQ-4 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=0.6646 Name=LRFD7-EQ-4 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.6646 Name=LRFD7-EQ-5 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.6646 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=8e6691fa-c9c4-4ee1-8ae5-d0fd513dfdf4 Name=LRFD7-EQ-5 "Load Type"=Load "Load Name"=SDL "Load SF"=0.6646 Name=LRFD7-EQ-5 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.3 Name=LRFD7-EQ-5 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=1 Name=LRFD7-EQ-5 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=0.6646 Name=LRFD7-EQ-5 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.6646 Name=LRFD7-EQ-6 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.6646 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=35558ff6-c889-40bb-a7dd-4dcf63123006 Name=LRFD7-EQ-6 "Load Type"=Load "Load Name"=SDL "Load SF"=0.6646 Name=LRFD7-EQ-6 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.3 Name=LRFD7-EQ-6 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=1 Name=LRFD7-EQ-6 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=0.6646 Name=LRFD7-EQ-6 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.6646 Name=LRFD7-EQ-7 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.6646 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=fbde3362-8c99-4de1-934c-e22a5cfd62e0 Name=LRFD7-EQ-7 "Load Type"=Load "Load Name"=SDL "Load SF"=0.6646 Name=LRFD7-EQ-7 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=0.3 Name=LRFD7-EQ-7 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-1 Name=LRFD7-EQ-7 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=0.6646 Name=LRFD7-EQ-7 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.6646 Name=LRFD7-EQ-8 "Mass Source"=Previous "Initial Condition"="Nonlinear Case" "Nonlinear Case"=None "Load Type"=Load "Load Name"=DL "Load SF"=0.6646 "Geometric Nonlinearity"=None "Results Type"="Final State" _ "Max Total Steps"=200 "Max Null Steps"=25 "Max CS Iterations"=10 "Max NR Iterations"=40 "Iteration Tolerance"=1E-05 "Line Search?"=No "Design Type"="Program Determined" GUID=74d0df6b-5b46-4b8a-96ae-6fd80767b097 Name=LRFD7-EQ-8 "Load Type"=Load "Load Name"=SDL "Load SF"=0.6646 Name=LRFD7-EQ-8 "Load Type"=Load "Load Name"=RSX-3b "Load SF"=-0.3 Name=LRFD7-EQ-8 "Load Type"=Load "Load Name"=RSY-3b "Load SF"=-1 Name=LRFD7-EQ-8 "Load Type"=Load "Load Name"=SURCHARGE "Load SF"=0.6646 Name=LRFD7-EQ-8 "Load Type"=Load "Load Name"=S.W. "Load SF"=0.6646 TABLE: "LOAD COMBINATION DEFINITIONS" Name="AltASD5 ENV" Type=Envelope "Is Auto"=No "Load Name"=AltASD5-EQ-1 SF=1 GUID=935317cd-1038-43de- 8464-b737bfdbb516 Name="AltASD5 ENV" "Load Name"=AltASD5-EQ-2 SF=1 Name="AltASD5 ENV" "Load Name"=AltASD5-EQ-3 SF=1 Name="AltASD5 ENV" "Load Name"=AltASD5-EQ-4 SF=1 Name="AltASD5 ENV" "Load Name"=AltASD5-EQ-5 SF=1 Name="AltASD5 ENV" "Load Name"=AltASD5-EQ-6 SF=1 Name="AltASD5 ENV" "Load Name"=AltASD5-EQ-7 SF=1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 469 Name="AltASD5 ENV" "Load Name"=AltASD5-EQ-8 SF=1 Name="AltASD6 ENV" Type=Envelope "Is Auto"=No "Load Name"=AltASD6_EQ-1 SF=1 GUID=873daf10-c18b-44db-a574- af92555a12fb Name="AltASD6 ENV" "Load Name"=AltASD6_EQ-2 SF=1 Name="AltASD6 ENV" "Load Name"=AltASD6_EQ-3 SF=1 Name="AltASD6 ENV" "Load Name"=AltASD6_EQ-4 SF=1 Name="AltASD6 ENV" "Load Name"=AltASD6_EQ-5 SF=1 Name="AltASD6 ENV" "Load Name"=AltASD6_EQ-6 SF=1 Name="AltASD6 ENV" "Load Name"=AltASD6_EQ-7 SF=1 Name="AltASD6 ENV" "Load Name"=AltASD6_EQ-8 SF=1 Name=ASD1 Type="Linear Add" "Is Auto"=No GUID=edf13b5a-0bf2-4b22-90a9-27432f69984d Name=ASD_ENV Type=Envelope "Is Auto"=No "Load Name"=AltASD1 SF=1 GUID=b0d4ee63-c1df-4c06-8649- 0f1458e1a08f Name=ASD_ENV "Load Name"=AltASD5-EQ-1 SF=1 Name=ASD_ENV "Load Name"=AltASD5-EQ-2 SF=1 Name=ASD_ENV "Load Name"=AltASD5-EQ-3 SF=1 Name=ASD_ENV "Load Name"=AltASD5-EQ-4 SF=1 Name=ASD_ENV "Load Name"=AltASD5-EQ-5 SF=1 Name=ASD_ENV "Load Name"=AltASD5-EQ-6 SF=1 Name=ASD_ENV "Load Name"=AltASD5-EQ-7 SF=1 Name=ASD_ENV "Load Name"=AltASD5-EQ-8 SF=1 Name=ASD_ENV "Load Name"=AltASD6_EQ-1 SF=1 Name=ASD_ENV "Load Name"=AltASD6_EQ-2 SF=1 Name=ASD_ENV "Load Name"=AltASD6_EQ-3 SF=1 Name=ASD_ENV "Load Name"=AltASD6_EQ-4 SF=1 Name=ASD_ENV "Load Name"=AltASD6_EQ-5 SF=1 Name=ASD_ENV "Load Name"=AltASD6_EQ-6 SF=1 Name=ASD_ENV "Load Name"=AltASD6_EQ-7 SF=1 Name=ASD_ENV "Load Name"=AltASD6_EQ-8 SF=1 Name=ASD_GRAVITY Type=Envelope "Is Auto"=No "Load Name"=AltASD1 SF=1 GUID=45272347-2449-40ac-9ac2- 69164b371464 Name=DConS1 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=1.4 GUID=f8d52179-2c33-45f2-bd15- 0721d11e23f3 Notes="Dead [Strength]" Name=DConS1 "Load Name"=SDL SF=1.4 Name=DConS1 "Load Name"=SURCHARGE SF=1.4 Name=DConS1 "Load Name"=S.W. SF=1.4 Name=DConS2 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=1.2 GUID=fb0e0d1f-0a70-47b3-bf68- 5f4ababbd604 Notes="Dead + Live [Strength]" Name=DConS2 "Load Name"=SDL SF=1.2 Name=DConS2 "Load Name"=LL_red SF=1.6 Name=DConS2 "Load Name"=LL_unred SF=1.6 Name=DConS2 "Load Name"=LL_roof SF=1.6 Name=DConS2 "Load Name"=SURCHARGE_LL SF=1.6 Name=DConS2 "Load Name"=SURCHARGE SF=1.2 Name=DConS2 "Load Name"=S.W. SF=1.2 Name=DConS3 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=1.2 GUID=81014588-904e-4f46-80a2- c7361ac70b07 Notes="Dead + Live + Static Earthquake [Strength]" Name=DConS3 "Load Name"=SDL SF=1.2 Name=DConS3 "Load Name"=LL_red SF=1 Name=DConS3 "Load Name"=LL_unred SF=1 Name=DConS3 "Load Name"=LL_roof SF=1 Name=DConS3 "Load Name"=SURCHARGE_LL SF=1 Name=DConS3 "Load Name"=SURCHARGE SF=1.2 Name=DConS3 "Load Name"=S.W. SF=1.2 Name=DConS3 "Load Name"=RSX-3b SF=1 Name=DConS4 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=1.2 GUID=cc3218c0-dfe0-412c-a527- be135bdf0a6a Notes="Dead + Live - Static Earthquake [Strength]" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 470 Name=DConS4 "Load Name"=SDL SF=1.2 Name=DConS4 "Load Name"=LL_red SF=1 Name=DConS4 "Load Name"=LL_unred SF=1 Name=DConS4 "Load Name"=LL_roof SF=1 Name=DConS4 "Load Name"=SURCHARGE_LL SF=1 Name=DConS4 "Load Name"=SURCHARGE SF=1.2 Name=DConS4 "Load Name"=S.W. SF=1.2 Name=DConS4 "Load Name"=RSX-3b SF=-1 Name=DConS5 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=1.2 GUID=ebf86d69-41ca-423e-8fbb- f38b60d905fa Notes="Dead + Live + Static Earthquake [Strength]" Name=DConS5 "Load Name"=SDL SF=1.2 Name=DConS5 "Load Name"=LL_red SF=1 Name=DConS5 "Load Name"=LL_unred SF=1 Name=DConS5 "Load Name"=LL_roof SF=1 Name=DConS5 "Load Name"=SURCHARGE_LL SF=1 Name=DConS5 "Load Name"=SURCHARGE SF=1.2 Name=DConS5 "Load Name"=S.W. SF=1.2 Name=DConS5 "Load Name"=RSY-3b SF=1 Name=DConS6 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=1.2 GUID=72eb111e-bf52-4e41-b8ed- 7e93584557a9 Notes="Dead + Live - Static Earthquake [Strength]" Name=DConS6 "Load Name"=SDL SF=1.2 Name=DConS6 "Load Name"=LL_red SF=1 Name=DConS6 "Load Name"=LL_unred SF=1 Name=DConS6 "Load Name"=LL_roof SF=1 Name=DConS6 "Load Name"=SURCHARGE_LL SF=1 Name=DConS6 "Load Name"=SURCHARGE SF=1.2 Name=DConS6 "Load Name"=S.W. SF=1.2 Name=DConS6 "Load Name"=RSY-3b SF=-1 Name=DConS7 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=0.9 GUID=02f11fb8-f043-4917-b311- cc8ded15e8a0 Notes="Dead (min) + Static Earthquake [Strength]" Name=DConS7 "Load Name"=SDL SF=0.9 Name=DConS7 "Load Name"=SURCHARGE SF=0.9 Name=DConS7 "Load Name"=S.W. SF=0.9 Name=DConS7 "Load Name"=RSX-3b SF=1 Name=DConS8 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=0.9 GUID=a65de722-49ed-42c1-9fb5- e812db781bb2 Notes="Dead (min) - Static Earthquake [Strength]" Name=DConS8 "Load Name"=SDL SF=0.9 Name=DConS8 "Load Name"=SURCHARGE SF=0.9 Name=DConS8 "Load Name"=S.W. SF=0.9 Name=DConS8 "Load Name"=RSX-3b SF=-1 Name=DConS9 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=0.9 GUID=6c6d4559-e752-4957-9498- ed06bb13071b Notes="Dead (min) + Static Earthquake [Strength]" Name=DConS9 "Load Name"=SDL SF=0.9 Name=DConS9 "Load Name"=SURCHARGE SF=0.9 Name=DConS9 "Load Name"=S.W. SF=0.9 Name=DConS9 "Load Name"=RSY-3b SF=1 Name=DConS10 Type="Linear Add" "Is Auto"=Yes "Load Name"=Dead SF=0.9 GUID=70ec7bf8-50a9-4896-a46d- 77a3b5ee8ca8 Notes="Dead (min) - Static Earthquake [Strength]" Name=DConS10 "Load Name"=SDL SF=0.9 Name=DConS10 "Load Name"=SURCHARGE SF=0.9 Name=DConS10 "Load Name"=S.W. SF=0.9 Name=DConS10 "Load Name"=RSY-3b SF=-1 Name="DEAD ONLY" Type="Linear Add" "Is Auto"=No "Load Name"=Dead SF=1 GUID=2d30edbe-612c-4f1d-8e5b- 96092a2ef3d7 Name="DEAD ONLY" "Load Name"=SDL SF=1 Name="DEAD ONLY" "Load Name"=S.W. SF=1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 471 Name="LRFD1: 1.4D" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD1 SF=1 GUID=9c37bf44-846f-42ef-91f2- be88970b906b Name="LRFD2: 1.2D+1.6L" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD2 SF=1 GUID=2bbeec0b-0d73-41e0- 81d5-24a6d450cb7c Name="LRFD5-EQ-1: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD5-EQ-1 SF=1 GUID=728177ac- 4ba7-4406-ac77-8f1972f6073a Name="LRFD5-EQ-2: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD5-EQ-2 SF=1 GUID=491173d7- 23ec-414e-a440-ee4e78179f52 Name="LRFD5-EQ-3: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD5-EQ-3 SF=1 GUID=186e72de- 0c6c-45ce-9c64-5e9fab1c88ca Name="LRFD5-EQ-4: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD5-EQ-4 SF=1 GUID=24075c45- 6a5c-4cae-adea-24d8ca922849 Name="LRFD5-EQ-5: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD5-EQ-5 SF=1 GUID=9a844afa- 7c0a-4580-9a14-79e1041a25c0 Name="LRFD5-EQ-6: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD5-EQ-6 SF=1 GUID=a55b256a- a861-4005-b4ec-a3a6afd0a021 Name="LRFD5-EQ-7: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD5-EQ-7 SF=1 GUID=b6281e4c- e6a8-4d93-a5b3-9848155860e8 Name="LRFD5-EQ-8: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD5-EQ-8 SF=1 GUID=5b1e59a4- c9ea-4cd2-b8c1-b9b8969e851f Name="LRFD7-EQ-1: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD7-EQ-1 SF=1 GUID=f03f94d0- 2e38-41b5-a90d-25fa8fa9a180 Name="LRFD7-EQ-2: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD7-EQ-2 SF=1 GUID=409e8b6d- 4aee-4437-94f7-ba7bf843ee4f Name="LRFD7-EQ-3: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD7-EQ-3 SF=1 GUID=a47534ff- d018-4900-8451-87d38f45f117 Name="LRFD7-EQ-4: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD7-EQ-4 SF=1 GUID=8ef98540- 7e04-43e2-a705-6994670fc9d4 Name="LRFD7-EQ-5: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD7-EQ-5 SF=1 GUID=dc884fe2- 5549-4f5b-85e9-c544177733de Name="LRFD7-EQ-6: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD7-EQ-6 SF=1 GUID=ecf5083d- cfa6-490d-a27b-984170ad0728 Name="LRFD7-EQ-7: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD7-EQ-7 SF=1 GUID=9b7edcd5- 5c76-4cbe-9211-83116e8773e6 Name="LRFD7-EQ-8: NL COMBO" Type="Linear Add" "Is Auto"=No "Load Name"=LRFD7-EQ-8 SF=1 GUID=3478289e- 4e79-41ec-b7de-5760ad5d4611 Name=LRFD_ENV Type=Envelope "Is Auto"=No "Load Name"="LRFD1: 1.4D" SF=1 GUID=31050c49-34d7-47ec-95dc- f5f1ab230355 Name=LRFD_ENV "Load Name"="LRFD2: 1.2D+1.6L" SF=1 Name=LRFD_ENV "Load Name"="LRFD5-EQ-1: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD5-EQ-2: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD5-EQ-3: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD5-EQ-4: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD5-EQ-5: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD5-EQ-6: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD5-EQ-7: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD5-EQ-8: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD7-EQ-1: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD7-EQ-2: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD7-EQ-3: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD7-EQ-4: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD7-EQ-5: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD7-EQ-6: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD7-EQ-7: NL COMBO" SF=1 Name=LRFD_ENV "Load Name"="LRFD7-EQ-8: NL COMBO" SF=1 Name=LRFD_GRAVITY Type=Envelope "Is Auto"=No "Load Name"=LRFD1 SF=1 GUID=be20d6c9-bb1d-4fdc-bdd5- cbeaa4414292 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 472 Name=LRFD_GRAVITY "Load Name"=LRFD2 SF=1 TABLE: "POINT OBJECT CONNECTIVITY" UniqueName=1760 "Is Auto Point"=No IsSpecial=No X=2337 Y=909 Z=0 GUID=c07ff55c-9e17-493c-ad1c-79c32f83850d UniqueName=2050 "Is Auto Point"=No IsSpecial=No X=-78 Y=336 Z=0 GUID=ae646a78-19fe-4b0f-9cd6-1de3d8054517 UniqueName=3 "Is Auto Point"=No IsSpecial=No X=308.25 Y=1078.35 Z=0 GUID=8359cd59-365c-401a-8b25- f51d504af891 UniqueName=14 "Is Auto Point"=No IsSpecial=No X=308.25 Y=336 Z=0 GUID=e287f14e-552d-4b72-bc51-f1b68521d918 UniqueName=24 "Is Auto Point"=No IsSpecial=No X=-84 Y=336 Z=0 GUID=857aeb7a-5063-4326-8b1e-76f20b25248c UniqueName=38 "Is Auto Point"=No IsSpecial=No X=3236.24999999999 Y=336 Z=0 GUID=697ec092-d647-4e16-a2eb- 891108f8a1b5 UniqueName=39 "Is Auto Point"=No IsSpecial=Yes X=3236.24999999999 Y=-36 Z=0 GUID=68b1207b-89ea-43fa-9283- fb2cdbd4680d UniqueName=1 "Is Auto Point"=No IsSpecial=No X=2961 Y=336 Z=0 GUID=513379df-5d7c-4970-aeab-3c13a8654a54 UniqueName=27 "Is Auto Point"=No IsSpecial=No X=2961 Y=1448.4996834485 Z=0 GUID=249991ef-a2a4-418b-b84c- 3fedc7beaa13 UniqueName=30 "Is Auto Point"=No IsSpecial=Yes X=3236.24999999999 Y=1448.4996834485 Z=0 GUID=648664d2- 8ad3-4c48-ac98-e4e0f0b5a7d6 UniqueName=44 "Is Auto Point"=No IsSpecial=No X=1506 Y=1272 Z=0 GUID=ffb86d83-5e1b-465e-ab0b-943f7515e907 UniqueName=45 "Is Auto Point"=No IsSpecial=No X=1506 Y=1440.0012 Z=0 GUID=86584948-1b72-4bd3-991d- d2cb53e6e0ef UniqueName=26 "Is Auto Point"=No IsSpecial=No X=1506 Y=912 Z=0 GUID=2f4b3972-e695-4ac5-a33a-caaee81d85fb UniqueName=28 "Is Auto Point"=No IsSpecial=No X=1709.0004 Y=912 Z=0 GUID=f8b2e4eb-745f-4f4f-8663- 3e7d0877fb82 UniqueName=32 "Is Auto Point"=No IsSpecial=No X=1709.0004 Y=1272 Z=0 GUID=b79b88e9-6dfd-471d-a129- 13e48f9a4d6b UniqueName=54 "Is Auto Point"=No IsSpecial=No X=126 Y=-36 Z=0 GUID=09cc2396-8e82-43c6-86a8-c6bd6309bd93 UniqueName=47 "Is Auto Point"=No IsSpecial=No X=2961 Y=861 Z=0 GUID=605683cf-c817-4b9d-ae38-2ae1ba3b3059 UniqueName=48 "Is Auto Point"=No IsSpecial=No X=3236.24999999999 Y=861 Z=0 GUID=36ec2928-ce11-4fcb-ad24- bbcb2471eeea UniqueName=52 "Is Auto Point"=No IsSpecial=No X=3236.24999999999 Y=492 Z=0 GUID=fd13565c-0265-4ab6-8403- 1f0dcc99a6a5 UniqueName=57 "Is Auto Point"=No IsSpecial=No X=3236.24999999999 Y=288 Z=0 GUID=84d2e928-2f34-4725-9494- c2651deb3762 UniqueName=25 "Is Auto Point"=No IsSpecial=No X=2961 Y=453 Z=0 GUID=f00d79ed-7eee-4da9-8e62-1052eaba4970 UniqueName=89 "Is Auto Point"=No IsSpecial=No X=254.25 Y=1078.35 Z=0 GUID=339ffd8a-dace-4b83-ba77- 4adada9ebd86 UniqueName=90 "Is Auto Point"=No IsSpecial=No X=308.25 Y=1132.35 Z=0 GUID=de44625c-60ab-4a44-80de- 5a6fb82324f1 UniqueName=129 "Is Auto Point"=No IsSpecial=No X=2499 Y=1134 Z=0 GUID=2cbd1fca-f949-4b5a-bf60-abd45b913160 UniqueName=133 "Is Auto Point"=No IsSpecial=No X=308.290800880482 Y=300.000023121005 Z=0 GUID=7bf114d7- 701b-49a1-827d-e2b6ce977abc UniqueName=135 "Is Auto Point"=No IsSpecial=No X=2499 Y=300 Z=0 GUID=f9425bea-c833-424c-b62b-43aebd37dd3f UniqueName=68 "Is Auto Point"=No IsSpecial=No X=2553 Y=708 Z=0 GUID=779d3315-9758-4b80-9882-6f42c078068e UniqueName=88 "Is Auto Point"=No IsSpecial=No X=2337 Y=801 Z=0 GUID=9f1477f5-2ee5-40b5-927c-6ae208f226f2 UniqueName=126 "Is Auto Point"=No IsSpecial=No X=2229 Y=801 Z=0 GUID=4ee236e1-63aa-403f-9ce5-c119f97c146c UniqueName=131 "Is Auto Point"=No IsSpecial=No X=2229 Y=909 Z=0 GUID=274e62c2-24d6-4fe0-9acb-bbef587e845d UniqueName=15 "Is Auto Point"=No IsSpecial=No X=1.4210854715202E-14 Y=-72 Z=0 GUID=a938282c-7736-42c4- 96b9-73b9ceaf7d85 UniqueName=92 "Is Auto Point"=No IsSpecial=No X=0 Y=1461 Z=0 GUID=e5858967-e24e-4dea-a5c5-8eeb2388f79d UniqueName=93 "Is Auto Point"=No IsSpecial=No X=132 Y=-72 Z=0 GUID=800653a2-c963-416f-88d5-ac8a55db1abe UniqueName=94 "Is Auto Point"=No IsSpecial=No X=132 Y=1461 Z=0 GUID=03aaf755-15de-47ab-9b0e-8a8a1a944084 UniqueName=99 "Is Auto Point"=No IsSpecial=No X=1506 Y=-72 Z=0 GUID=8f64594d-4f53-41de-bd35-571363d966f0 UniqueName=100 "Is Auto Point"=No IsSpecial=No X=1506 Y=1461 Z=0 GUID=f38d0b01-645c-4edc-81f1-1f92f907dedf UniqueName=103 "Is Auto Point"=No IsSpecial=No X=2337 Y=-72 Z=0 GUID=e28c1488-1cb5-4546-983e-85a12e6153ab UniqueName=104 "Is Auto Point"=No IsSpecial=No X=2337 Y=1461 Z=0 GUID=d1322a8a-1966-4742-828f-01b3df18c78a 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 473 UniqueName=1637 "Is Auto Point"=No IsSpecial=No X=470.0004 Y=909 Z=0 GUID=79d6f48a-fed2-4ea3-9a9c- eac059bc0bdf UniqueName=1638 "Is Auto Point"=No IsSpecial=No X=807.9996 Y=909 Z=0 GUID=f03bd39e-5418-4ae0-b137- cbd68520c09e UniqueName=1777 "Is Auto Point"=No IsSpecial=No X=1998.9996 Y=909 Z=0 GUID=8c0ad274-5d72-44e3-9a29- 9d262dded776 UniqueName=267 "Is Auto Point"=No IsSpecial=No X=470.0004 Y=780 Z=0 GUID=c50eb8de-0d1e-4b33-914b- e52c2d37172c UniqueName=2 "Is Auto Point"=No IsSpecial=No X=969.9996 Y=336.75 Z=0 GUID=e1725e13-8eb6-4d37-acfb- 3564455e439c UniqueName=4 "Is Auto Point"=No IsSpecial=No X=969.9996 Y=1078.35 Z=0 GUID=ddc27446-9001-4cee-a683- 4b5b58fb4f1d UniqueName=31 "Is Auto Point"=No IsSpecial=No X=-84 Y=1448.5008 Z=0 GUID=afe7c343-5abd-438f-b006- 353c17dc24b1 UniqueName=53 "Is Auto Point"=No IsSpecial=No X=-84 Y=111.9996 Z=0 GUID=65e16ac8-5978-4161-9518- b3f0779e43cc UniqueName=56 "Is Auto Point"=No IsSpecial=No X=126 Y=111.9996 Z=0 GUID=9f19cf8e-2522-4d90-bdbd- 9095f3dfbba8 UniqueName=5 "Is Auto Point"=No IsSpecial=No X=807.9996 Y=1272 Z=0 GUID=a8932a6d-1050-4c29-8d55- 8c2e124d9d51 UniqueName=17 "Is Auto Point"=No IsSpecial=No X=807.9996 Y=1440.0012 Z=0 GUID=f2c3dfc0-268c-43ab-8601- 43f1c86c7c65 UniqueName=18 "Is Auto Point"=No IsSpecial=No X=1836.9996 Y=1272 Z=0 GUID=bb22ccad-0f39-4c91-a9f9- 2cae4075f0f0 UniqueName=19 "Is Auto Point"=No IsSpecial=No X=1836.9996 Y=1440.0012 Z=0 GUID=aadc3f5d-190f-44f6-8f07- 43a24dbe9797 UniqueName=21 "Is Auto Point"=No IsSpecial=No X=3002.0004 Y=1156.5 Z=0 GUID=b947837c-0d8e-46d4-bdc8- d152321ee794 UniqueName=22 "Is Auto Point"=No IsSpecial=No X=3063.9996 Y=1016.4996 Z=0 GUID=65128c3d-fd96-4486-8dd4- d34b445f7087 UniqueName=35 "Is Auto Point"=No IsSpecial=No X=3002.0004 Y=1016.4996 Z=0 GUID=1c690d46-8d23-416c-a539- 97409e980e13 UniqueName=36 "Is Auto Point"=No IsSpecial=No X=3063.9996 Y=1156.5 Z=0 GUID=1b3a4ffc-44df-4120-8454- eb7e5e96b288 UniqueName=43 "Is Auto Point"=No IsSpecial=No X=3236.25 Y=591.9996 Z=0 GUID=6c225c7e-466c-48bc-9039- f36b73eac762 UniqueName=46 "Is Auto Point"=No IsSpecial=No X=2961 Y=591.9996 Z=0 GUID=763849c6-9d69-4715-95be- 6e6bfa39547a UniqueName=51 "Is Auto Point"=No IsSpecial=No X=3117.9996 Y=492 Z=0 GUID=5f4b3acf-bcd9-4093-a521- 370acd94781f UniqueName=55 "Is Auto Point"=No IsSpecial=No X=3117.9996 Y=288 Z=0 GUID=ebccf869-5f06-4856-ad8f- c952c787b2bc UniqueName=20 "Is Auto Point"=No IsSpecial=No X=3071.0004 Y=336 Z=0 GUID=02e23b8d-304e-49be-b0c4- 6f8848fa8764 UniqueName=23 "Is Auto Point"=No IsSpecial=No X=3071.0004 Y=453 Z=0 GUID=b79830e3-8cdb-4fbf-a17d- 8837d730ba10 UniqueName=40 "Is Auto Point"=No IsSpecial=No X=-75.9996 Y=1438.002 Z=0 GUID=b0a37644-8525-4596-b60d- d25048fae881 UniqueName=41 "Is Auto Point"=No IsSpecial=No X=-75.9996 Y=1222.4988 Z=0 GUID=adceb995-017e-414a-ac0e- 64aab864ab63 UniqueName=42 "Is Auto Point"=No IsSpecial=No X=138 Y=1222.4988 Z=0 GUID=294ce2ef-bbff-4605-bd43- bee2802b932e UniqueName=49 "Is Auto Point"=No IsSpecial=No X=216 Y=1222.4988 Z=0 GUID=78f06d2a-12bd-4f57-aa2e- 3053efd7dcd5 UniqueName=50 "Is Auto Point"=No IsSpecial=No X=216 Y=1437.9984 Z=0 GUID=6b07d3fc-80ce-4e6d-a202- 2c67ebda4f82 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 474 UniqueName=91 "Is Auto Point"=No IsSpecial=No X=969.9996 Y=1132.35 Z=0 GUID=ab15650a-7f6a-4373-a13c- 3c916b2443a7 UniqueName=124 "Is Auto Point"=No IsSpecial=No X=1023.9996 Y=1078.35 Z=0 GUID=3b5f2352-6161-4c8e-a2cc- 6d5385c378c1 UniqueName=128 "Is Auto Point"=No IsSpecial=No X=1836.9996 Y=1134 Z=0 GUID=eff7d438-6512-4409-84c7- f0e0adbcc5cc UniqueName=132 "Is Auto Point"=No IsSpecial=No X=970.0404 Y=300.75 Z=0 GUID=e20c97e8-bb2e-4397-837f- c0b323943d15 UniqueName=136 "Is Auto Point"=No IsSpecial=No X=1836.9996 Y=300 Z=0 GUID=d325ead9-82ad-46a0-bb1b- 194a6d89a0a8 UniqueName=63 "Is Auto Point"=No IsSpecial=No X=254.25 Y=707.1756 Z=0 GUID=1dd9f4e5-221c-47d1-9045- d7d5aebdd95f UniqueName=66 "Is Auto Point"=No IsSpecial=No X=1023.9996 Y=707.55 Z=0 GUID=674ec7cb-9913-46bd-971a- 2dc0673eb7ee UniqueName=69 "Is Auto Point"=No IsSpecial=No X=639.1656 Y=300.3756 Z=0 GUID=2c2203b0-7d43-4432-b50c- e06a16f11c17 UniqueName=70 "Is Auto Point"=No IsSpecial=No X=639.1248 Y=1132.35 Z=0 GUID=49390408-bb4a-4672-9ace- d3d19d4632e2 UniqueName=71 "Is Auto Point"=No IsSpecial=No X=2168.0004 Y=300 Z=0 GUID=66c81c40-e6ab-4f7a-a7b9- 9bef68c15f77 UniqueName=72 "Is Auto Point"=No IsSpecial=No X=2168.0004 Y=1134 Z=0 GUID=c5895eb6-4ed5-41fb-b9a5- e4e246e79c78 UniqueName=73 "Is Auto Point"=No IsSpecial=No X=254.25 Y=358.3224 Z=0 GUID=39c49f8a-6e20-47a0-b877- 06bb555c3566 UniqueName=74 "Is Auto Point"=No IsSpecial=No X=1023.9996 Y=365.6544 Z=0 GUID=9946c264-fa6c-4717-864c- 79da7371b734 UniqueName=62 "Is Auto Point"=No IsSpecial=No X=578.0004 Y=780 Z=0 GUID=2a6930c6-af23-42d3-9541- b2fb47da04ed UniqueName=78 "Is Auto Point"=No IsSpecial=No X=807.9996 Y=780 Z=0 GUID=c1fcb8a2-3c19-40d3-a6ba- 94d73aae9282 UniqueName=79 "Is Auto Point"=No IsSpecial=No X=578.0004 Y=909 Z=0 GUID=9f762f4c-7d7a-4865-9d48- d86573ce4a8f UniqueName=134 "Is Auto Point"=No IsSpecial=No X=1998.9996 Y=801 Z=0 GUID=42f04bc3-252e-4c8c-ae87- 5b4f17a282a0 UniqueName=95 "Is Auto Point"=No IsSpecial=No X=807.9996 Y=-72 Z=0 GUID=e35c912f-821e-414b-97f0- b939f633520a UniqueName=96 "Is Auto Point"=No IsSpecial=No X=807.9996 Y=1461 Z=0 GUID=9bc11eac-74f5-4653-a939- ee948f155689 UniqueName=97 "Is Auto Point"=No IsSpecial=No X=1167.9996 Y=-72 Z=0 GUID=1ac887c1-ba52-4563-8fb8- fc606b893035 UniqueName=98 "Is Auto Point"=No IsSpecial=No X=1167.9996 Y=1461 Z=0 GUID=91eff030-efaa-499c-a5cc- 79fbca861de2 UniqueName=101 "Is Auto Point"=No IsSpecial=No X=1998.9996 Y=-72 Z=0 GUID=8e9487a0-4496-411c-8015- ff812b3ab27c UniqueName=102 "Is Auto Point"=No IsSpecial=No X=1998.9996 Y=1461 Z=0 GUID=4885db55-f1ae-41fc-845d- 27e9ad80c3b1 UniqueName=105 "Is Auto Point"=No IsSpecial=No X=2675.0004 Y=-72 Z=0 GUID=6c4d92cb-1607-4e77-8d32- f2c4b010c606 UniqueName=106 "Is Auto Point"=No IsSpecial=No X=2675.0004 Y=1461 Z=0 GUID=694fbc27-f0ef-47e3-94b4- fde42d1d1312 UniqueName=107 "Is Auto Point"=No IsSpecial=No X=2838.9996 Y=-72 Z=0 GUID=6100809a-1b8c-4f63-85e0- cf6105ac3219 UniqueName=108 "Is Auto Point"=No IsSpecial=No X=2838.9996 Y=1461 Z=0 GUID=f60ccf3e-75a7-4650-9936- 30d0b21778ea UniqueName=109 "Is Auto Point"=No IsSpecial=No X=3117.9996 Y=-72 Z=0 GUID=816a793b-01db-414c-bc02- 93ce8af403c4 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 475 UniqueName=110 "Is Auto Point"=No IsSpecial=No X=3117.9996 Y=1461 Z=0 GUID=ca3d57dc-61af-4b9a-ad6c- 70939ba54470 UniqueName=111 "Is Auto Point"=No IsSpecial=No X=216 Y=-72 Z=0 GUID=625d536e-bd4f-4a79-84ca-ed7e4c7300a9 UniqueName=112 "Is Auto Point"=No IsSpecial=No X=216 Y=1461 Z=0 GUID=d86c5e47-cb7c-4b68-8ac4-f65d2ba5884c UniqueName=P1347 "Is Auto Point"=No IsSpecial=No X=-78 Y=1442.4996 Z=0 GUID=21aa3442-cb99-45ea-849a- 89e1ff0c9e95 UniqueName=P1351 "Is Auto Point"=No IsSpecial=No X=-78 Y=156 Z=0 GUID=cd77b5f3-9643-4d3d-9e42-a987da97ec24 UniqueName=P1352 "Is Auto Point"=No IsSpecial=No X=-78 Y=117.9996 Z=0 GUID=d9c12958-5d2f-41aa-aee0- 6de9fb0d2380 UniqueName=P1353 "Is Auto Point"=No IsSpecial=No X=132 Y=117.9996 Z=0 GUID=8fc3d189-8924-417a-b3ea- 89d0679bad8c UniqueName=P1354 "Is Auto Point"=No IsSpecial=No X=132 Y=-30 Z=0 GUID=78bf3005-5bbe-4088-bd82- 5aa14a083323 UniqueName=193 "Is Auto Point"=No IsSpecial=No X=496.3332 Y=966 Z=0 GUID=5a3acb16-2b61-417d-9cee- f8b604a6303c UniqueName=194 "Is Auto Point"=No IsSpecial=No X=567.6672 Y=966 Z=0 GUID=d9cea9b6-0ccb-46dd-8603- 0df0531c8f5c UniqueName=195 "Is Auto Point"=No IsSpecial=No X=639 Y=966 Z=0 GUID=e15778a0-8a13-4408-8f6a-affde10dfd18 UniqueName=196 "Is Auto Point"=No IsSpecial=No X=710.3328 Y=966 Z=0 GUID=ba20e164-62ed-4173-9446- f50968b113a8 UniqueName=197 "Is Auto Point"=No IsSpecial=No X=781.6668 Y=966 Z=0 GUID=164beeb1-32b7-4c26-8872- d66944e765bd UniqueName=203 "Is Auto Point"=No IsSpecial=No X=2025.3336 Y=966 Z=0 GUID=2c41bf46-cadc-4fdb-84fb- cb62a5f37f91 UniqueName=204 "Is Auto Point"=No IsSpecial=No X=2096.6664 Y=966 Z=0 GUID=b68ec23b-bfde-4894-9707- ed3ef51d15b4 UniqueName=205 "Is Auto Point"=No IsSpecial=No X=2168.0004 Y=966 Z=0 GUID=89b67eef-1344-4aa4-8dcd- db4447d940f1 UniqueName=206 "Is Auto Point"=No IsSpecial=No X=2239.3332 Y=966 Z=0 GUID=266cd1d3-7149-42b1-ba70- cc36705bda1c UniqueName=207 "Is Auto Point"=No IsSpecial=No X=2310.6672 Y=966 Z=0 GUID=12bbb8b5-4344-4d77-a765- a3db1e6a7593 UniqueName=198 "Is Auto Point"=No IsSpecial=No X=496.3332 Y=453 Z=0 GUID=fcd5794f-6b88-407f-b746- 827003fb30e6 UniqueName=199 "Is Auto Point"=No IsSpecial=No X=567.6672 Y=453 Z=0 GUID=68e43319-e95d-45c6-a6ad- 86ee938c2542 UniqueName=200 "Is Auto Point"=No IsSpecial=No X=639 Y=453 Z=0 GUID=19bb61e8-4450-4cda-9435-5195b13e5828 UniqueName=201 "Is Auto Point"=No IsSpecial=No X=710.3328 Y=453 Z=0 GUID=1017520d-7a7e-4d6b-af9d- ea996601fcb2 UniqueName=202 "Is Auto Point"=No IsSpecial=No X=781.6668 Y=453 Z=0 GUID=a8fdcf27-163c-4c52-998a- 277c645529ed UniqueName=208 "Is Auto Point"=No IsSpecial=No X=2025.3336 Y=453 Z=0 GUID=c02ad555-1e8e-42bf-9159- 36c55a787ada UniqueName=209 "Is Auto Point"=No IsSpecial=No X=2096.6664 Y=453 Z=0 GUID=4781f876-5346-4682-9751- 8de1dd433170 UniqueName=210 "Is Auto Point"=No IsSpecial=No X=2168.0004 Y=453 Z=0 GUID=7682550e-2280-41cd-a5ae- 3012a7007639 UniqueName=211 "Is Auto Point"=No IsSpecial=No X=2239.3332 Y=453 Z=0 GUID=1dec1bda-7678-4769-8214- 7a7c6568de98 UniqueName=213 "Is Auto Point"=No IsSpecial=No X=2310.6672 Y=453 Z=0 GUID=2a52de21-b966-4722-9064- b072860e12cd UniqueName=143 "Is Auto Point"=No IsSpecial=No X=807.9996 Y=408 Z=0 GUID=dc3a6b13-a5fd-4d90-aac9- 0f813c261037 UniqueName=144 "Is Auto Point"=No IsSpecial=No X=470.0004 Y=408 Z=0 GUID=72f9aaee-375a-4080-ad69- 4dbb464dfe8d UniqueName=151 "Is Auto Point"=No IsSpecial=No X=2337 Y=408 Z=0 GUID=89866c3f-37c7-49ac-8ed4-decd98ffda5e 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 476 UniqueName=152 "Is Auto Point"=No IsSpecial=No X=1998.9996 Y=408 Z=0 GUID=0344d933-6c8e-4349-bf1b- 4c7f714c9425 UniqueName=137 "Is Auto Point"=No IsSpecial=No X=470.0004 Y=1011 Z=0 GUID=10a366f4-cdcd-43f4-893d- 10cdb8a299cb UniqueName=138 "Is Auto Point"=No IsSpecial=No X=807.9996 Y=1011 Z=0 GUID=96451e17-3dbb-4e2d-90be- 7c381e9b8d1f UniqueName=147 "Is Auto Point"=No IsSpecial=No X=1998.9996 Y=1011 Z=0 GUID=8be4a37b-8e40-44b6-8069- b212b19a33ca UniqueName=148 "Is Auto Point"=No IsSpecial=No X=2337 Y=1011 Z=0 GUID=38a75c06-440b-4705-a60d- a09415d3b965 UniqueName=80 "Is Auto Point"=No IsSpecial=No X=1941.9996 Y=453 Z=0 GUID=e9f08801-c7b4-403f-b700- eedd88355ff1 UniqueName=81 "Is Auto Point"=No IsSpecial=No X=1941.9996 Y=966 Z=0 GUID=fad3b154-9f2f-49c6-bc5b- 6af902df2945 UniqueName=84 "Is Auto Point"=No IsSpecial=No X=413.0004 Y=453 Z=0 GUID=3e738c01-db22-44db-8629- d58802f363ec UniqueName=85 "Is Auto Point"=No IsSpecial=No X=413.0004 Y=966 Z=0 GUID=00c0ef4d-e407-4f40-b7c0- 808ef236fa6a UniqueName=145 "Is Auto Point"=No IsSpecial=No X=368.0004 Y=510 Z=0 GUID=14ebd9a6-fb2f-4bd0-b690- bf74602db38f UniqueName=146 "Is Auto Point"=No IsSpecial=No X=368.0004 Y=909 Z=0 GUID=07209879-1918-494e-a956- ff416ff27f4c UniqueName=153 "Is Auto Point"=No IsSpecial=No X=1896.9996 Y=510 Z=0 GUID=5f2d5124-9d4d-4a5d-b3d7- 03027d112cf8 UniqueName=154 "Is Auto Point"=No IsSpecial=No X=1896.9996 Y=909 Z=0 GUID=8aa5a350-68c8-49b7-bdef- 89a362a1688f UniqueName=215 "Is Auto Point"=No IsSpecial=No X=1941.9996 Y=546.5004 Z=0 GUID=27aec822-d30d-4298-b5ac- 1564c36d2c04 UniqueName=217 "Is Auto Point"=No IsSpecial=No X=1941.9996 Y=627.9996 Z=0 GUID=30688ea3-ed6b-452a-9241- 7d171dcf83da UniqueName=219 "Is Auto Point"=No IsSpecial=No X=1941.9996 Y=709.5 Z=0 GUID=b8b1352d-2eba-4851-a64c- 205009dd9a27 UniqueName=221 "Is Auto Point"=No IsSpecial=No X=1941.9996 Y=791.0004 Z=0 GUID=1343a154-0195-4d14-a06e- efd2e2d87adf UniqueName=223 "Is Auto Point"=No IsSpecial=No X=1941.9996 Y=872.4996 Z=0 GUID=e1cc902e-b811-40c5-87bc- 1b7ebdbd856c UniqueName=232 "Is Auto Point"=No IsSpecial=No X=413.0004 Y=546.5004 Z=0 GUID=0a7b328a-6f37-43b6-b3ac- ce69753ef639 UniqueName=234 "Is Auto Point"=No IsSpecial=No X=413.0004 Y=627.9996 Z=0 GUID=f8a9efd3-cef9-468a-b715- 28083de0f7b1 UniqueName=235 "Is Auto Point"=No IsSpecial=No X=413.0004 Y=709.5 Z=0 GUID=386a6eb6-299a-4577-b3b2- 6966e04b673d UniqueName=236 "Is Auto Point"=No IsSpecial=No X=413.0004 Y=791.0004 Z=0 GUID=645220b1-6481-4f33-84f4- 2a410a46a656 UniqueName=237 "Is Auto Point"=No IsSpecial=No X=413.0004 Y=872.4996 Z=0 GUID=bcadfa43-7eb6-487c-bf5d- 52f8ea75339d UniqueName=82 "Is Auto Point"=No IsSpecial=No X=2394 Y=966 Z=0 GUID=525d21d9-3f62-49fd-a65b-4c7afa1351cf UniqueName=83 "Is Auto Point"=No IsSpecial=No X=2394 Y=453 Z=0 GUID=9eb92045-889a-42f8-be0b-64201dcc4cb7 UniqueName=86 "Is Auto Point"=No IsSpecial=No X=864.9996 Y=966 Z=0 GUID=a9f682cd-13b8-41bb-b52d- c845a6852fba UniqueName=87 "Is Auto Point"=No IsSpecial=No X=864.9996 Y=453 Z=0 GUID=f7796ed9-0c4a-4515-a3ee- b5f6563e220c UniqueName=141 "Is Auto Point"=No IsSpecial=No X=909.9996 Y=909 Z=0 GUID=d4e0b8f1-bb71-4b22-bca6- d31398a603e5 UniqueName=142 "Is Auto Point"=No IsSpecial=No X=909.9996 Y=510 Z=0 GUID=190ad0a8-6d86-45d3-be8f- 78f555223132 UniqueName=149 "Is Auto Point"=No IsSpecial=No X=2439 Y=909 Z=0 GUID=c625440c-dd16-42b4-a39f-b8e74268b122 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 477 UniqueName=150 "Is Auto Point"=No IsSpecial=No X=2439 Y=510 Z=0 GUID=cb430faa-0c4b-4102-8b18-55b61d1921a0 UniqueName=224 "Is Auto Point"=No IsSpecial=No X=2394 Y=546.5004 Z=0 GUID=871fb3be-d3d7-4989-89a9- 16ce9a9b49f8 UniqueName=225 "Is Auto Point"=No IsSpecial=No X=2394 Y=627.9996 Z=0 GUID=88555e5b-9101-4d7a-a3dc- 8b9795a6bedd UniqueName=228 "Is Auto Point"=No IsSpecial=No X=2394 Y=709.5 Z=0 GUID=7ab3fcf6-02ae-46da-a5a7- 3377db62d57e UniqueName=229 "Is Auto Point"=No IsSpecial=No X=2394 Y=791.0004 Z=0 GUID=ef0ef301-bd65-430a-b218- 6d33b1dce27b UniqueName=230 "Is Auto Point"=No IsSpecial=No X=2394 Y=872.4996 Z=0 GUID=fdf19c16-a895-4100-abab- 0dc85742e9e8 UniqueName=239 "Is Auto Point"=No IsSpecial=No X=864.9996 Y=546.5004 Z=0 GUID=f7dcc8b9-41ad-492e-9f6b- f3ea6caa60e3 UniqueName=240 "Is Auto Point"=No IsSpecial=No X=864.9996 Y=627.9996 Z=0 GUID=63f00d5c-6ccb-4c54-9d85- a667ef00fb8a UniqueName=241 "Is Auto Point"=No IsSpecial=No X=864.9996 Y=709.5 Z=0 GUID=9c15cc3e-8565-4a56-9b05- 3f2715686474 UniqueName=242 "Is Auto Point"=No IsSpecial=No X=864.9996 Y=791.0004 Z=0 GUID=5453a766-5261-40a2-bcfd- e15ed3d55d59 UniqueName=244 "Is Auto Point"=No IsSpecial=No X=864.9996 Y=872.4996 Z=0 GUID=eeacfbd8-ca12-4acc-b6e1- 1a27e7cbe7f3 UniqueName=9 "Is Auto Point"=No IsSpecial=No X=5754 Y=156 Z=0 GUID=85a1c2c1-1184-44a4-9b6d-22665f53e3e8 UniqueName=13 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=-30 Z=0 GUID=662a9339-ba3c-47ec-be14-8296c2fa4ef9 UniqueName=58 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=510 Z=0 GUID=e2f89cf7-27f4-46b8-85f5-ca8446412c70 UniqueName=60 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=908.0004 Z=0 GUID=a7f88c11-da22-4c2e-a370- 79afa20fa359 UniqueName=61 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=1235.0004 Z=0 GUID=3e804a7f-0b59-4052-a8a2- ff0be1f4dcef UniqueName=65 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=1419 Z=0 GUID=7311742c-36e3-453f-9b5c-b897657b3cd8 UniqueName=115 "Is Auto Point"=No IsSpecial=Yes X=4919.24999999999 Y=-35.9999165514976 Z=0 GUID=8ec1b1b8- f8c0-47ca-920f-5a5a4bae503d UniqueName=117 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1326.4992834485 Z=0 GUID=d444b903- ce9a-431a-bc92-50ac0bb1a321 UniqueName=118 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=806.499683448502 Z=0 GUID=de68a1fe- a745-4821-8de1-9c4d21824ca4 UniqueName=119 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1431.9996834485 Z=0 GUID=386be6be- 439a-4620-80a0-7ff666c58da0 UniqueName=120 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=1442.4996834485 Z=0 GUID=dc17017c - 6f13-4f59-b2c2-db90a1d0b09d UniqueName=121 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=494.499683448502 Z=0 GUID=6ba27acb- 15dd-4ff0-ba5d-74c15b8c3269 UniqueName=122 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=494.499683448502 Z=0 GUID=165c6ac8- 5355-4158-8655-39f8cb51d72f UniqueName=123 "Is Auto Point"=No IsSpecial=Yes X=3898.25039999999 Y=890.499683448502 Z=0 GUID=58802291- 6128-4e62-ae00-0e5408dbb160 UniqueName=125 "Is Auto Point"=No IsSpecial=Yes X=3962.24999999999 Y=890.499683448502 Z=0 GUID=2a681f44- 2c0a-4f2c-a0e8-2c2e1cad84e0 UniqueName=140 "Is Auto Point"=No IsSpecial=Yes X=3527.24999999999 Y=186.499283448502 Z=0 GUID=06b7584d- 5352-4420-a6c3-580d73245b68 UniqueName=155 "Is Auto Point"=No IsSpecial=Yes X=3527.24999999999 Y=538.500083448502 Z=0 GUID=36df9413- 208f-42a2-9724-48836e2927f2 UniqueName=156 "Is Auto Point"=No IsSpecial=Yes X=3527.24999999999 Y=890.499683448502 Z=0 GUID=cf3abe30- f1c5-405a-aebf-9e9d2debb26c UniqueName=159 "Is Auto Point"=No IsSpecial=Yes X=3527.24999999999 Y=1242.4992834485 Z=0 GUID=7c5f60ac- bdf0-409f-b2f5-4675e8d6fbe5 UniqueName=160 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=186.499283448502 Z=0 GUID=05c6e8c9- f9a7-4689-85ed-820b1e3a590c 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 478 UniqueName=161 "Is Auto Point"=No IsSpecial=Yes X=3527.24999999999 Y=-29.9999165514976 Z=0 GUID=7359f9e1- 2649-4114-bcd5-9713305c68eb UniqueName=162 "Is Auto Point"=No IsSpecial=Yes X=3527.24999999999 Y=1442.4996834485 Z=0 GUID=0bffc7d6- bd6e-40d4-a440-468641598b58 UniqueName=163 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1442.4996834485 Z=0 GUID=e74cd9b5- b3f3-46a4-8335-ecbc098660c3 UniqueName=164 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=-29.9999165514976 Z=0 GUID=da3db4cb- 88b9-40dd-bd8e-6b305fd99267 UniqueName=165 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=186.499283448502 Z=0 GUID=1e706651- 01b5-4757-aad9-6a5dba041d09 UniqueName=166 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1242.4992834485 Z=0 GUID=6e77fd94- 864d-4cce-8380-d31a347f09da UniqueName=167 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1182.4992834485 Z=0 GUID=d08398d1- 71d5-4707-bfec-ef70425dd664 UniqueName=168 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1182.4992834485 Z=0 GUID=b3edc01b- 713c-4ab9-b4ae-1517bd383a27 UniqueName=169 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=890.499683448502 Z=0 GUID=5c8fbf21- a584-4437-9882-0d384fe53a7f UniqueName=170 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1242.4992834485 Z=0 GUID=aaf2b273- 5920-470b-9a24-4fc0eb2cebc3 UniqueName=171 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=890.499683448502 Z=0 GUID=7769d677- e2ff-45a4-9939-e1e20ce7da84 UniqueName=172 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=1242.4992834485 Z=0 GUID=8c8042f2- 3e83-4c39-9b67-add3245b7046 UniqueName=173 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1640.0004834485 Z=0 GUID=ed21d862- b99c-4b23-af3d-fdd764e06f0b UniqueName=174 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1640.0004834485 Z=0 GUID=779e2356- fbe8-465a-8cdc-a4c675160d65 UniqueName=175 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=1640.0004834485 Z=0 GUID=156095d3- 813f-4feb-ab65-be05d3eedad6 UniqueName=176 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=186.499283448502 Z=0 GUID=beb0d2dc- 48b2-4dda-a37b-0355f0d37162 UniqueName=177 "Is Auto Point"=No IsSpecial=Yes X=3236.24999999999 Y=1442.4996834485 Z=0 GUID=98b5a359- 29bf-4e52-9392-d1406fd6b5e5 UniqueName=178 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=948.499283448502 Z=0 GUID=4c744a15- fdd1-4d1a-be80-331dcd6c1945 UniqueName=179 "Is Auto Point"=No IsSpecial=Yes X=4439.24999999999 Y=186.499283448502 Z=0 GUID=c91a7f7e- 086c-46a2-980a-f57fdfbe4cee UniqueName=180 "Is Auto Point"=No IsSpecial=Yes X=4439.24999999999 Y=538.500083448502 Z=0 GUID=d0803dc3- 22e7-4950-91ea-9ed41d8c9465 UniqueName=181 "Is Auto Point"=No IsSpecial=Yes X=4439.24999999999 Y=890.499683448502 Z=0 GUID=ffa40954- c884-432f-89fd-8538e37167e7 UniqueName=182 "Is Auto Point"=No IsSpecial=Yes X=4439.24999999999 Y=1242.4992834485 Z=0 GUID=80e3ec4a- f606-4a3f-b207-bd9d1975bc19 UniqueName=183 "Is Auto Point"=No IsSpecial=Yes X=4439.24999999999 Y=1442.4996834485 Z=0 GUID=e692dfee- 8396-4c2a-b977-275770ed597b UniqueName=184 "Is Auto Point"=No IsSpecial=Yes X=4305.24959999999 Y=-29.9999165514976 Z=0 GUID=849b543e- 01e0-43cf-a661-5be8ecaa00dc UniqueName=185 "Is Auto Point"=No IsSpecial=Yes X=4155.24959999999 Y=-29.9999165514976 Z=0 GUID=e6f336ab- a5f3-42c2-b8e6-59527054fad2 UniqueName=186 "Is Auto Point"=No IsSpecial=Yes X=4032.24959999999 Y=890.499683448502 Z=0 GUID=fb9c5533- 7653-403d-8345-aecdf18c8c67 UniqueName=187 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=1044.5004834485 Z=0 GUID=5940f904- e258-460a-acce-30f41a098874 UniqueName=188 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=1108.5000834485 Z=0 GUID=81b3faba- bded-44e6-8d2c-013bd0900d30 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 479 UniqueName=189 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=1156.5000834485 Z=0 GUID=4aaa8a80- cbe6-49b8-9d7b-897b34552109 UniqueName=190 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=1210.5000834485 Z=0 GUID=ec5c787d- 02bb-43fb-b4cd-da252d009c7a UniqueName=191 "Is Auto Point"=No IsSpecial=Yes X=3359.24999999999 Y=1242.4992834485 Z=0 GUID=93c610c7- 4a8a-418a-a52a-bf20ebea155a UniqueName=192 "Is Auto Point"=No IsSpecial=Yes X=3359.24999999999 Y=890.499683448502 Z=0 GUID=931968ec- a388-4b28-81aa-5b3422e466e5 UniqueName=212 "Is Auto Point"=No IsSpecial=Yes X=3359.24999999999 Y=538.500083448502 Z=0 GUID=9b879614- b1bf-4db3-9c7a-27290b2456a7 UniqueName=214 "Is Auto Point"=No IsSpecial=Yes X=3927.24959999999 Y=1242.4992834485 Z=0 GUID=60ce80d1- db2c-49fd-9d1f-807d95eb0e11 UniqueName=216 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=1442.4996834485 Z=0 GUID=83119a91- 81eb-470f-85a3-792e2ec9f8d6 UniqueName=218 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1069.4988834485 Z=0 GUID=af3857d3- 0611-432c-a62c-bb96e431bcc9 UniqueName=220 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=538.500083448502 Z=0 GUID=4df21f4f- 1a9b-49e9-8fa5-ef7835646c8e UniqueName=222 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=538.500083448502 Z=0 GUID=14d2d651- a383-4377-803c-e8d780b9143f UniqueName=227 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=-29.9999165514976 Z=0 GUID=08e23d1a- 7342-449d-83ad-56684318e2e3 UniqueName=231 "Is Auto Point"=No IsSpecial=Yes X=4085.24999999999 Y=-29.9999165514976 Z=0 GUID=456aeaf1- 1688-4954-8cbb-40265de0671f UniqueName=246 "Is Auto Point"=No IsSpecial=Yes X=4439.24999999999 Y=-29.9999165514976 Z=0 GUID=18a3daef- 9d6a-4cd5-97eb-12a992bada61 UniqueName=247 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=186.499283448502 Z=0 GUID=9c44eeaf - 4051-4466-842b-53b754e32434 UniqueName=248 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=650.499683448502 Z=0 GUID=4d372de1- 1d01-4ad7-ae4c-db8168c7ae45 UniqueName=249 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=890.499683448502 Z=0 GUID=1e54df25- 5503-45fa-b895-030cfae1eb3d UniqueName=250 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1242.4992834485 Z=0 GUID=dd7752e2- dfb7-4bec-97f0-a68f3f89a82d UniqueName=251 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1431.9996834485 Z=0 GUID=57693094- 3e99-4d82-8ac3-91ed5b37c02b UniqueName=252 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=-29.9999165514976 Z=0 GUID=8c876a6b- 8a33-45f3-b4a4-a80ed2d1e2ee UniqueName=253 "Is Auto Point"=No IsSpecial=Yes X=3359.24999999999 Y=186.499283448502 Z=0 GUID=436a7e48- b580-42d3-befc-eff680f3af05 UniqueName=254 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=949.166483448502 Z=0 GUID=54012f3f- 1562-4866-aa15-812d06ebb5b4 UniqueName=255 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1007.8332834485 Z=0 GUID=f80b2e48- 4f04-41e5-b2b2-f5427f52aed7 UniqueName=256 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1066.4988834485 Z=0 GUID=5827d7fb- 2c3a-47f5-8e42-1336149c23cd UniqueName=257 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1125.1656834485 Z=0 GUID=2c4713b3- f12c-473a-a1b9-98c5591382df UniqueName=258 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1183.8336834485 Z=0 GUID=b4ef1d1a- fb84-4eb8-bb4d-60c711e49509 UniqueName=259 "Is Auto Point"=No IsSpecial=Yes X=3582.44999999999 Y=-29.9999165514976 Z=0 GUID=120d4702- 276c-4a7e-b45e-46a19e795c2f UniqueName=260 "Is Auto Point"=No IsSpecial=Yes X=3637.64999999999 Y=-29.9999165514976 Z=0 GUID=14001273- 5244-40c2-bf5b-df27bfbd8ada UniqueName=261 "Is Auto Point"=No IsSpecial=Yes X=3692.84999999999 Y=-29.9999165514976 Z=0 GUID=f2a122e0- f16d-44ca-a9c2-46249242ce01 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 480 UniqueName=262 "Is Auto Point"=No IsSpecial=Yes X=3748.04999999999 Y=-29.9999165514976 Z=0 GUID=c7de688b- 693e-48eb-be73-3f6f45bdfd54 UniqueName=263 "Is Auto Point"=No IsSpecial=Yes X=4349.91719999999 Y=-29.9999165514976 Z=0 GUID=9aff7378- e5c9-4649-ba21-b81a224f324c UniqueName=264 "Is Auto Point"=No IsSpecial=Yes X=4394.58359999999 Y=-29.9999165514976 Z=0 GUID=ea7529ed- 1a6c-4844-8766-979003db2638 UniqueName=265 "Is Auto Point"=No IsSpecial=Yes X=4494.10679999999 Y=-29.9999165514976 Z=0 GUID=9e7fd1e1- 51ee-44ae-8b87-c09c18a5fc0b UniqueName=266 "Is Auto Point"=No IsSpecial=Yes X=4548.96359999999 Y=-29.9999165514976 Z=0 GUID=ad4a2dcd- 7022-489f-8d8b-abb62a31d5f4 UniqueName=269 "Is Auto Point"=No IsSpecial=Yes X=4603.82159999999 Y=-29.9999165514976 Z=0 GUID=e5af8694- b4af-4fae-bc97-9c3a7f059438 UniqueName=270 "Is Auto Point"=No IsSpecial=Yes X=4658.67959999999 Y=-29.9999165514976 Z=0 GUID=4511ef1a- 4326-46e7-84f0-fe6783f48bce UniqueName=271 "Is Auto Point"=No IsSpecial=Yes X=4713.53639999999 Y=-29.9999165514976 Z=0 GUID=8365b367- c637-494c-a534-4ca3fb8bf58c UniqueName=272 "Is Auto Point"=No IsSpecial=Yes X=4768.39319999999 Y=-29.9999165514976 Z=0 GUID=c5eaf470- 33f1-4f75-8cf8-e9cb8d034756 UniqueName=273 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=44.3748834485024 Z=0 GUID=38372d25- 32f8-4f9d-b5f0-1600e3a44591 UniqueName=274 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=91.7496834485024 Z=0 GUID=52e58f5c - 272a-4ee4-8ea7-c3ea0c52e64d UniqueName=275 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=139.124483448502 Z=0 GUID=ee6a1f94- 0c3c-497a-bf9a-0537a472a7c8 UniqueName=276 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=237.832883448502 Z=0 GUID=6f8582e3- afde-4417-93b8-5451f0c0bddb UniqueName=277 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=289.166483448502 Z=0 GUID=8b0cccf8- e46f-4c87-957b-a5deeefa24af UniqueName=278 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=340.500083448502 Z=0 GUID=87ca35fc - 01dc-420f-896c-19530f9ab28f UniqueName=279 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=391.833683448502 Z=0 GUID=0c673c0b- 29af-4302-8b08-a90582601cb2 UniqueName=280 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=443.166083448502 Z=0 GUID=ae83beb5- e101-4395-b358-f1da4058ffc8 UniqueName=281 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1384.6248834485 Z=0 GUID=19758939- 8150-4e24-873e-9653b314965c UniqueName=282 "Is Auto Point"=No IsSpecial=Yes X=4494.10679999999 Y=1442.4996834485 Z=0 GUID=eb96be3b- 0946-49ef-9959-dae3b7ac9282 UniqueName=283 "Is Auto Point"=No IsSpecial=Yes X=4548.96359999999 Y=1431.9996834485 Z=0 GUID=cfce9b2d- 8756-4ea2-b57b-29480ca2363b UniqueName=284 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1299.2856834485 Z=0 GUID=14927cb6- 1a1b-4a48-9b29-ad2001671456 UniqueName=285 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1356.0708834485 Z=0 GUID=aabea92a- 6866-48d4-a6e9-0b0f73f42796 UniqueName=286 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1412.8572834485 Z=0 GUID=0d4920a3- cb78-4d7d-b787-a0a41bf2046b UniqueName=287 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1469.6424834485 Z=0 GUID=883bb9ea- 823c-4faf-b249-4c833925c85d UniqueName=288 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1526.4276834485 Z=0 GUID=6d5fb4c8- 065c-46d3-8b1e-150f41c1fcd1 UniqueName=289 "Is Auto Point"=No IsSpecial=Yes X=5015.24999999999 Y=1583.2140834485 Z=0 GUID=3b3da0bc - b0fa-4fd1-9699-782ccdbbcdf7 UniqueName=290 "Is Auto Point"=No IsSpecial=Yes X=4122.96359999999 Y=1442.4996834485 Z=0 GUID=439e2547- 51e2-41cd-9247-7b212c6f8183 UniqueName=291 "Is Auto Point"=No IsSpecial=Yes X=4175.67959999999 Y=1442.4996834485 Z=0 GUID=6331dfa8- 827c-4df4-8060-a5fe3796b51f 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 481 UniqueName=292 "Is Auto Point"=No IsSpecial=Yes X=4228.39319999999 Y=1442.4996834485 Z=0 GUID=a7884869- 1bca-4775-b02e-65b714c5b922 UniqueName=293 "Is Auto Point"=No IsSpecial=Yes X=4281.10679999999 Y=1442.4996834485 Z=0 GUID=364cc2e7- a67a-4a69-a4b0-228d76559377 UniqueName=294 "Is Auto Point"=No IsSpecial=Yes X=4333.82159999999 Y=1442.4996834485 Z=0 GUID=cf15ea25- 526a-4bed-bf81-48c4f43c36f2 UniqueName=295 "Is Auto Point"=No IsSpecial=Yes X=4386.53639999999 Y=1442.4996834485 Z=0 GUID=155297d0- bfee-49cb-afc9-a9379b23cb8e UniqueName=296 "Is Auto Point"=No IsSpecial=Yes X=3856.64999999999 Y=1442.4996834485 Z=0 GUID=9e402879- 402e-4646-8393-ee6ddf1d146a UniqueName=297 "Is Auto Point"=No IsSpecial=Yes X=3910.04999999999 Y=1442.4996834485 Z=0 GUID=ed2f96bd- f438-4c28-980c-8d32850a953e UniqueName=298 "Is Auto Point"=No IsSpecial=Yes X=3963.44999999999 Y=1442.4996834485 Z=0 GUID=38b0203e- d0a6-4a72-85bc-1b10d348209f UniqueName=299 "Is Auto Point"=No IsSpecial=Yes X=4016.84999999999 Y=1442.4996834485 Z=0 GUID=e0b16f65- 4aea-45f7-b706-5758c99203c4 UniqueName=300 "Is Auto Point"=No IsSpecial=Yes X=3582.44999999999 Y=1442.4996834485 Z=0 GUID=f6a49323- 630d-4bbb-aca3-6c1d4fb2a33d UniqueName=301 "Is Auto Point"=No IsSpecial=Yes X=3637.64999999999 Y=1442.4996834485 Z=0 GUID=82e2302f- 7a89-49a8-b890-dae9960be795 UniqueName=302 "Is Auto Point"=No IsSpecial=Yes X=3692.84999999999 Y=1442.4996834485 Z=0 GUID=bd9cc810- 76b1-405d-8765-045bfb932e2e UniqueName=303 "Is Auto Point"=No IsSpecial=Yes X=3748.04999999999 Y=1442.4996834485 Z=0 GUID=e9cda1e7- 2684-4e52-a41c-3cdcb0fada59 UniqueName=304 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=941.833283448502 Z=0 GUID=95c8e77a- 4550-4237-981d-379bed6216b8 UniqueName=305 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=993.166883448502 Z=0 GUID=daee6de2- 46cc-48f8-b40b-49e305c3c886 UniqueName=306 "Is Auto Point"=No IsSpecial=Yes X=3856.64999999999 Y=1242.4992834485 Z=0 GUID=962872dc - cf9b-45bc-b822-4031c7417e2b UniqueName=307 "Is Auto Point"=No IsSpecial=Yes X=3910.04999999999 Y=1242.4992834485 Z=0 GUID=804903b9- 5151-4317-95ec-e3ebc1be21cd UniqueName=308 "Is Auto Point"=No IsSpecial=Yes X=3963.44999999999 Y=1242.4992834485 Z=0 GUID=881a435c - bb97-46bc-8b59-7be217baeadd UniqueName=309 "Is Auto Point"=No IsSpecial=Yes X=4016.84999999999 Y=1242.4992834485 Z=0 GUID=48e44cc5- f5be-48ab-a4aa-444178e5242c UniqueName=310 "Is Auto Point"=No IsSpecial=Yes X=4871.24999999999 Y=-29.9999165514976 Z=0 GUID=09ece4c5- 53c4-406a-a423-203c95f84cea UniqueName=311 "Is Auto Point"=No IsSpecial=Yes X=4919.24999999999 Y=-29.9999165514976 Z=0 GUID=e6a7df03- 77da-4cd6-a581-539c086712a8 UniqueName=312 "Is Auto Point"=No IsSpecial=Yes X=4967.24999999999 Y=-29.9999165514976 Z=0 GUID=0c6618c2- d149-4fc2-8320-6f91ef6644dc UniqueName=313 "Is Auto Point"=No IsSpecial=Yes X=4871.24999999999 Y=494.499683448502 Z=0 GUID=466b410f - 1b69-4b18-9385-93975a8fe8f3 UniqueName=314 "Is Auto Point"=No IsSpecial=Yes X=4919.24999999999 Y=494.499683448502 Z=0 GUID=87a2f908- 66d0-4f14-87c4-11ac7d09d4be UniqueName=315 "Is Auto Point"=No IsSpecial=Yes X=4967.24999999999 Y=494.499683448502 Z=0 GUID=f26eb311- e90b-4105-adb7-59e4ee5066b1 UniqueName=316 "Is Auto Point"=No IsSpecial=Yes X=4871.24999999999 Y=1640.0004834485 Z=0 GUID=69e29f49- d2b6-40c6-bc71-a81df749a5d1 UniqueName=317 "Is Auto Point"=No IsSpecial=Yes X=4919.24999999999 Y=1640.0004834485 Z=0 GUID=fb60375b- 4beb-4bf0-a9a1-b464582063b6 UniqueName=318 "Is Auto Point"=No IsSpecial=Yes X=4967.24999999999 Y=1640.0004834485 Z=0 GUID=2b56dad9- 6347-4e76-b997-32656f983a47 UniqueName=319 "Is Auto Point"=No IsSpecial=Yes X=4967.24999999999 Y=1182.4992834485 Z=0 GUID=6de5fa5f - 6a4e-4d9c-82b7-480c538b6df5 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 482 UniqueName=320 "Is Auto Point"=No IsSpecial=Yes X=4919.24999999999 Y=1182.4992834485 Z=0 GUID=5c154f1d- 1c97-4a61-adcb-4c27a6b8161c UniqueName=321 "Is Auto Point"=No IsSpecial=Yes X=4871.24999999999 Y=1182.4992834485 Z=0 GUID=381ebba3- 5a5f-47fc-81af-0a51de5fa59c UniqueName=322 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=948.900083448502 Z=0 GUID=92d5c4b2- 6676-477e-9862-ba94a266679d UniqueName=323 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1007.2992834485 Z=0 GUID=067046aa- 7aad-4c24-82eb-d2accf654c94 UniqueName=324 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1065.6996834485 Z=0 GUID=b2224d52- 0c32-4fab-a702-a7729289a377 UniqueName=325 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1124.0988834485 Z=0 GUID=b3975e9b- 1c4e-41e6-b4f9-e9374204f3cb UniqueName=326 "Is Auto Point"=No IsSpecial=Yes X=4205.24999999999 Y=-29.9999165514976 Z=0 GUID=da742885- 5864-4c49-8a9c-42230d0eaf2d UniqueName=327 "Is Auto Point"=No IsSpecial=Yes X=4255.25039999999 Y=-29.9999165514976 Z=0 GUID=4dead9c8- 7a8c-4ef3-89ec-05e2bece1d54 UniqueName=328 "Is Auto Point"=No IsSpecial=Yes X=4112.75039999999 Y=-29.9999165514976 Z=0 GUID=81b40db0- 17fa-4a37-adee-baff545f6575 UniqueName=329 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=546.500483448502 Z=0 GUID=40042ee9- ea75-4a5e-8e27-6bb7904deba5 UniqueName=330 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=598.500083448502 Z=0 GUID=3b429961- dfe9-414b-8dcc-1f24106100fd UniqueName=331 "Is Auto Point"=No IsSpecial=Yes X=4475.24999999999 Y=1442.4996834485 Z=0 GUID=49cde3d0- 576a-4fc1-ad5b-580d8aed97a0 UniqueName=332 "Is Auto Point"=No IsSpecial=Yes X=4563.24959999999 Y=1640.0004834485 Z=0 GUID=29f8a0d5- 3761-4762-af5f-32de55e68021 UniqueName=333 "Is Auto Point"=No IsSpecial=Yes X=4615.25039999999 Y=1640.0004834485 Z=0 GUID=9c603932- 4a62-4cfa-ba30-bdeb6479ef28 UniqueName=334 "Is Auto Point"=No IsSpecial=Yes X=4667.24999999999 Y=1640.0004834485 Z=0 GUID=552ad487- 2840-4144-b03c-eb691fbf2bc7 UniqueName=335 "Is Auto Point"=No IsSpecial=Yes X=4719.24959999999 Y=1640.0004834485 Z=0 GUID=8597c508- 82a2-47dc-b8a8-931b6393e036 UniqueName=336 "Is Auto Point"=No IsSpecial=Yes X=4771.25039999999 Y=1640.0004834485 Z=0 GUID=8bd974c3- 33a6-41b3-a4ad-2d23638f49ac UniqueName=337 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=1484.0004834485 Z=0 GUID=26114aec - 633d-4902-ab51-717be0056ac3 UniqueName=338 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=1587.9996834485 Z=0 GUID=a341fd88- 17bb-4376-88fd-023bf5d99228 UniqueName=339 "Is Auto Point"=No IsSpecial=Yes X=3333.24959999999 Y=1442.4996834485 Z=0 GUID=64ec5c07- eb21-4c05-95a0-f84fbff1be72 UniqueName=340 "Is Auto Point"=No IsSpecial=Yes X=3430.25039999999 Y=1442.4996834485 Z=0 GUID=0d6d2e05- b750-49d0-8dd6-a1c2aa75eef1 UniqueName=341 "Is Auto Point"=No IsSpecial=Yes X=3333.24959999999 Y=-29.9999165514976 Z=0 GUID=39696807- 5862-4416-9572-36406e832962 UniqueName=342 "Is Auto Point"=No IsSpecial=Yes X=3430.25039999999 Y=-29.9999165514976 Z=0 GUID=961881ad- 502a-4aea-baf3-f28faa64c064 UniqueName=356 "Is Auto Point"=No IsSpecial=Yes X=3236.24999999999 Y=-29.9999165514976 Z=0 GUID=e7c0c88f- 1958-4bc0-920a-ea9972f33095 UniqueName=357 "Is Auto Point"=No IsSpecial=Yes X=3791.24999999999 Y=-29.9999165514976 Z=0 GUID=afd6b9f5- fee9-4b39-b309-e737f4858c34 UniqueName=358 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=620.499683448502 Z=0 GUID=344b83a5- 0e91-4386-ae3f-4b3860358a71 UniqueName=359 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=920.499683448502 Z=0 GUID=19c92dd7- cc42-4f09-a8ba-bf6d813eac4e UniqueName=360 "Is Auto Point"=No IsSpecial=Yes X=3623.24999999999 Y=890.499683448502 Z=0 GUID=7ae8e356- 7148-4bdd-b32f-329570e4f07a 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 483 UniqueName=361 "Is Auto Point"=No IsSpecial=Yes X=3629.24999999999 Y=890.499683448502 Z=0 GUID=d5b960bb- 8e98-458a-a260-a5b4907c9414 UniqueName=364 "Is Auto Point"=No IsSpecial=Yes X=3623.24999999999 Y=-35.9999165514976 Z=0 GUID=f8b57ddf- 6ee1-46b8-bfa8-d697a08e8897 UniqueName=365 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=-35.9999165514976 Z=0 GUID=70ba722c- ce26-4873-a4cd-3ba8de8bbf95 UniqueName=366 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=770.499683448502 Z=0 GUID=430c160d- 273e-481d-9783-22b1f396af4d UniqueName=367 "Is Auto Point"=No IsSpecial=Yes X=3623.24999999999 Y=770.499683448502 Z=0 GUID=ee0817f9- c5bd-4c16-86ae-6662059064ac UniqueName=368 "Is Auto Point"=No IsSpecial=Yes X=4190.24999999999 Y=770.499683448502 Z=0 GUID=e41bfeeb- 8d8a-478b-897d-9988cef30886 UniqueName=369 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=1448.4996834485 Z=0 GUID=31d61c37- ee57-4a26-a782-a6d5b2fc7db1 UniqueName=370 "Is Auto Point"=No IsSpecial=Yes X=4190.24999999999 Y=1448.4996834485 Z=0 GUID=78ba289a- e75d-42e3-a853-ad54867ea488 UniqueName=371 "Is Auto Point"=No IsSpecial=Yes X=3623.24999999999 Y=1448.4996834485 Z=0 GUID=ff7973fd- c28e-494b-b8d6-f0a14e9fa42b UniqueName=372 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=1448.4996834485 Z=0 GUID=4dc30647- bf4e-41ba-95b0-4ca638381b3c UniqueName=373 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1448.4996834485 Z=0 GUID=66e43137- 5ad5-4fa1-bef3-f7ab7ffb80b8 UniqueName=374 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=1172.4996834485 Z=0 GUID=a2b580ff - 2bd3-46ca-b000-05e1851200ff UniqueName=375 "Is Auto Point"=No IsSpecial=Yes X=5025.24959999999 Y=1172.4996834485 Z=0 GUID=97f18231- 0774-4e69-8fa8-600d938ffef6 UniqueName=376 "Is Auto Point"=No IsSpecial=Yes X=5025.24959999999 Y=1640.0004834485 Z=0 GUID=58440299- 9a77-4839-867b-247ec8775bf0 UniqueName=377 "Is Auto Point"=No IsSpecial=Yes X=5025.24959999999 Y=-35.9999165514976 Z=0 GUID=80eb1798- 27e3-454d-905f-ab1fea632fef UniqueName=378 "Is Auto Point"=No IsSpecial=Yes X=5025.24959999999 Y=504.500483448502 Z=0 GUID=d8f73e3c - 417f-4d3e-844d-44386019c170 UniqueName=379 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=504.500483448502 Z=0 GUID=fa49ca81- f00f-4246-b683-bb3eed1977fc UniqueName=380 "Is Auto Point"=No IsSpecial=Yes X=4833.24959999999 Y=504.500483448502 Z=0 GUID=11d89c0b- c3c4-40e7-9107-1eef4bf798fe UniqueName=381 "Is Auto Point"=No IsSpecial=Yes X=4833.24959999999 Y=1172.4996834485 Z=0 GUID=2950e150- 7129-4487-89e7-40a6700d5dce UniqueName=382 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=770.499683448502 Z=0 GUID=76d2d8be- d85e-42f7-b42d-18779ee1af78 UniqueName=383 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=770.499683448502 Z=0 GUID=2280e2d7- 617c-4b7c-ac8d-a010f50cde61 UniqueName=384 "Is Auto Point"=No IsSpecial=Yes X=4190.24999999999 Y=890.499683448502 Z=0 GUID=ff4ea98a- dbed-41e4-8c6f-efa8159a3af0 UniqueName=385 "Is Auto Point"=No IsSpecial=Yes X=4190.24999999999 Y=1242.4992834485 Z=0 GUID=6b7471b4- a4df-4cb6-98f9-2f9b69047f7a UniqueName=386 "Is Auto Point"=No IsSpecial=Yes X=3623.24999999999 Y=1242.4992834485 Z=0 GUID=7aeb8a59- 06c2-4780-8302-38a07b570d3c UniqueName=387 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=1001.4996834485 Z=0 GUID=d52191e5- 10a7-418c-bf31-bf063ef9569c UniqueName=388 "Is Auto Point"=No IsSpecial=Yes X=4070.24999999999 Y=1001.4996834485 Z=0 GUID=079d2653- bdef-45ad-8341-42e6209f42d5 UniqueName=389 "Is Auto Point"=No IsSpecial=Yes X=3941.24999999999 Y=890.499683448502 Z=0 GUID=ea132992- 0757-4013-87dc-f73a337d7857 UniqueName=390 "Is Auto Point"=No IsSpecial=Yes X=3941.24999999999 Y=1001.4996834485 Z=0 GUID=76e25b35- 21cb-418a-b88b-c179553df891 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 484 UniqueName=391 "Is Auto Point"=No IsSpecial=Yes X=3536.24999999999 Y=1242.4992834485 Z=0 GUID=298e99d5- 6fe9-4090-a9cd-235e973d2553 UniqueName=392 "Is Auto Point"=No IsSpecial=Yes X=3536.24999999999 Y=1448.4996834485 Z=0 GUID=c30a3538- cec0-4853-9258-bb081e4f953f UniqueName=393 "Is Auto Point"=No IsSpecial=Yes X=3359.24999999999 Y=1448.4996834485 Z=0 GUID=85ee6811- 2830-47c6-9124-e243396a7a13 UniqueName=394 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=1278.0000834485 Z=0 GUID=c0b1054a- 8ed8-4b1f-902e-571c4d723391 UniqueName=395 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1278.0000834485 Z=0 GUID=0ea3b84e- 35f3-4dca-80e2-eeb53ce3b31b UniqueName=396 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=1172.4996834485 Z=0 GUID=3a94d5ec - 679f-4e2c-a6d7-71b616af52a3 UniqueName=397 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=-35.9999165514976 Z=0 GUID=39201bbf- a31a-4c6f-839b-0811b34b3111 UniqueName=398 "Is Auto Point"=No IsSpecial=Yes X=4127.24999999999 Y=-35.9999165514976 Z=0 GUID=208611d8- 0c81-48f4-89d5-a63cd7a10104 UniqueName=399 "Is Auto Point"=No IsSpecial=Yes X=4127.24999999999 Y=91.5000834485024 Z=0 GUID=0eb6c1f3- d836-459c-88df-e25c8c00cc71 UniqueName=400 "Is Auto Point"=No IsSpecial=Yes X=3803.24999999999 Y=91.5000834485024 Z=0 GUID=7cb678e9- b6f7-47d1-9b9c-05555129a043 UniqueName=401 "Is Auto Point"=No IsSpecial=Yes X=4685.24999999999 Y=186.499283448502 Z=0 GUID=5c89134e- 2c20-4bd8-a762-db81f3f5e43b UniqueName=402 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=264.499283448502 Z=0 GUID=519f31e2- 54a3-4d95-8b8e-c1b714b059e7 UniqueName=403 "Is Auto Point"=No IsSpecial=Yes X=4685.24999999999 Y=264.499283448502 Z=0 GUID=de5f5b94- 5ddf-4016-a372-eb180106e285 UniqueName=404 "Is Auto Point"=No IsSpecial=Yes X=3359.24999999999 Y=590.499683448502 Z=0 GUID=735655a1- 9753-4323-82e5-946b534e3ddb UniqueName=405 "Is Auto Point"=No IsSpecial=Yes X=3515.24999999999 Y=590.499683448502 Z=0 GUID=6df13530- ea80-438b-979d-f5bc24859313 UniqueName=406 "Is Auto Point"=No IsSpecial=Yes X=3515.24999999999 Y=830.499683448502 Z=0 GUID=23f047ff- ecfd-47a6-a6e6-1c50cbd4d6fc UniqueName=407 "Is Auto Point"=No IsSpecial=Yes X=3359.24999999999 Y=830.499683448502 Z=0 GUID=5757a6c0- a030-49d8-9afb-9b1bebbd577c UniqueName=412 "Is Auto Point"=No IsSpecial=Yes X=3506.84999999999 Y=267.300083448502 Z=0 GUID=92547127- 1c52-442b-b55c-6f7dad9beaca UniqueName=413 "Is Auto Point"=No IsSpecial=Yes X=3626.84999999999 Y=267.300083448502 Z=0 GUID=f3d20f8c - ca9d-4fff-94e4-ee384e1abfbf UniqueName=414 "Is Auto Point"=No IsSpecial=Yes X=3626.84999999999 Y=471.300083448502 Z=0 GUID=e9668b1e- 4082-4d04-be3b-11ee891f649e UniqueName=415 "Is Auto Point"=No IsSpecial=Yes X=3506.84999999999 Y=471.300083448502 Z=0 GUID=b6a81b95- 8a59-453a-b4ff-45ad7d8633b8 UniqueName=416 "Is Auto Point"=No IsSpecial=Yes X=4319.24999999999 Y=1278.0000834485 Z=0 GUID=8a924db6- e49f-4781-9247-7bb9ec7d4722 UniqueName=417 "Is Auto Point"=No IsSpecial=Yes X=4319.24999999999 Y=1448.4996834485 Z=0 GUID=debbe865- a1a6-4f75-89cb-fe009a0fc2c2 UniqueName=418 "Is Auto Point"=No IsSpecial=Yes X=4823.24999999999 Y=-35.9999165514976 Z=0 GUID=e0b15bbe- 2b3f-47e1-8dcb-1df5b857c716 UniqueName=419 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=186.499283448502 Z=0 GUID=db174a1a- e7ad-41d7-9759-1dbd1126ff83 UniqueName=420 "Is Auto Point"=No IsSpecial=Yes X=4511.24999999999 Y=1536.0000834485 Z=0 GUID=315b5a32- 70c0-4a32-97d6-209d0b5af4ec UniqueName=425 "Is Auto Point"=No IsSpecial=No X=3803.24999999999 Y=1344.4992834485 Z=0 GUID=38206cc3- 65a6-4b28-987b-494264079e32 UniqueName=426 "Is Auto Point"=No IsSpecial=No X=4070.24999999999 Y=1344.4992834485 Z=0 GUID=c425b969- 0b6c-4d64-950e-0863297e1526 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 485 UniqueName=427 "Is Auto Point"=No IsSpecial=No X=4172.24999999999 Y=1242.4992834485 Z=0 GUID=246eb554- db94-40b3-96ae-2539417a9327 UniqueName=428 "Is Auto Point"=No IsSpecial=No X=4172.24999999999 Y=890.499683448502 Z=0 GUID=d041d6dd- fb4a-40f6-8d06-8fc90740eee7 UniqueName=429 "Is Auto Point"=No IsSpecial=No X=4070.24999999999 Y=788.499683448502 Z=0 GUID=313dee4e- 2276-4352-b906-4abc530178ff UniqueName=430 "Is Auto Point"=No IsSpecial=No X=3803.24999999999 Y=788.499683448502 Z=0 GUID=dfa6e271- 6d21-48b9-b312-f6ff0f34211d UniqueName=431 "Is Auto Point"=No IsSpecial=No X=3701.24999999999 Y=890.499683448502 Z=0 GUID=227dc99c - 8e84-4852-b420-40cd85a0f1f3 UniqueName=432 "Is Auto Point"=No IsSpecial=No X=3701.24999999999 Y=1242.4992834485 Z=0 GUID=5d72b02d- 1e92-4c65-b263-5e39bdf2b6d4 UniqueName=433 "Is Auto Point"=No IsSpecial=No X=4070.24999999999 Y=722.499683448502 Z=0 GUID=2210b4cb- 7091-4abb-81cd-42f7e117cfcf UniqueName=434 "Is Auto Point"=No IsSpecial=No X=3803.24999999999 Y=722.499683448502 Z=0 GUID=e998b85f- 7c07-4396-b62e-c3a12c9b497b UniqueName=435 "Is Auto Point"=No IsSpecial=No X=4238.24999999999 Y=1242.4992834485 Z=0 GUID=0741846a- d597-47b8-8e80-cc7e5e500d96 UniqueName=436 "Is Auto Point"=No IsSpecial=No X=4238.24999999999 Y=890.499683448502 Z=0 GUID=80e5d490- 8fdf-4eb5-a22c-ebaa8965abd7 UniqueName=437 "Is Auto Point"=No IsSpecial=No X=3587.24999999999 Y=890.499683448502 Z=0 GUID=14c2f6c8- 7f1e-40e5-9b1c-a4cb17770d55 UniqueName=438 "Is Auto Point"=No IsSpecial=No X=3587.24999999999 Y=1242.4992834485 Z=0 GUID=ee891ef7- 5ec0-47c0-90b5-dc6743e4b507 UniqueName=439 "Is Auto Point"=No IsSpecial=No X=3936.74999999999 Y=722.499683448502 Z=0 GUID=a4af1d56- 2157-4e91-aafc-f9472c96c55e UniqueName=440 "Is Auto Point"=No IsSpecial=No X=3936.74999999999 Y=1442.4996834485 Z=0 GUID=38c78f25- 9b49-4b92-9d0f-a94c26cc59eb UniqueName=449 "Is Auto Point"=No IsSpecial=No X=3746.24999999999 Y=833.499683448502 Z=0 GUID=b1e65ab1- 06d6-4417-8efd-e0e4a9b8ec5e UniqueName=450 "Is Auto Point"=No IsSpecial=No X=3746.24999999999 Y=1299.4992834485 Z=0 GUID=2129bf84- 882a-423d-aeb2-ae69ddd8844a UniqueName=451 "Is Auto Point"=No IsSpecial=No X=4127.24999999999 Y=1299.4992834485 Z=0 GUID=4e1bb2d7- a7f3-4d93-ad67-58ea6cc4947e UniqueName=452 "Is Auto Point"=No IsSpecial=No X=4127.24999999999 Y=833.499683448502 Z=0 GUID=b28fba71- 86a4-46bd-a247-08b6b6d6ba74 UniqueName=456 "Is Auto Point"=No IsSpecial=No X=3936.74999999999 Y=1299.4992834485 Z=0 GUID=8224f8da- fb53-48e2-b8e7-cf7e140acdfa UniqueName=461 "Is Auto Point"=No IsSpecial=No X=3936.74999999999 Y=833.499683448502 Z=0 GUID=d8f3b9af - ab39-4067-8c2c-46a491983406 UniqueName=443 "Is Auto Point"=No IsSpecial=No X=1740.9996 Y=708 Z=0 GUID=ad14ccb0-c61a-4166-8d60- 1440cd07c06f UniqueName=362 "Is Auto Point"=No IsSpecial=Yes X=4070.25 Y=1354.4952 Z=0 GUID=42a2f9fd-c060-4a3f-8697- ab0956efa7b6 UniqueName=363 "Is Auto Point"=No IsSpecial=Yes X=3803.25 Y=1354.4952 Z=0 GUID=77d1e34a-682d-4dcf-96e8- 85717a5654b9 UniqueName=408 "Is Auto Point"=No IsSpecial=Yes X=3547.65 Y=982.0992 Z=0 GUID=c67d4ca8-a4eb-4cc4-9815- f46d31e180a5 UniqueName=409 "Is Auto Point"=No IsSpecial=Yes X=3641.25 Y=982.0992 Z=0 GUID=7854c205-d369-4035-a884- aafe91046124 UniqueName=410 "Is Auto Point"=No IsSpecial=Yes X=3641.25 Y=1186.0992 Z=0 GUID=85873cee-2761-4857-b3ee- ad26b3ec0ff4 UniqueName=411 "Is Auto Point"=No IsSpecial=Yes X=3547.65 Y=1186.0992 Z=0 GUID=5ff9d76f-81ce-4ae4-b603- 04c418717c7c UniqueName=441 "Is Auto Point"=No IsSpecial=No X=3587.25 Y=1066.5 Z=0 GUID=17bdf1ad-4dd6-4f8d-a611- 727ef66e3c75 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 486 UniqueName=442 "Is Auto Point"=No IsSpecial=No X=4238.25 Y=1066.5 Z=0 GUID=80f438c5-70ae-4821-aac6- e7723d2277c1 UniqueName=454 "Is Auto Point"=No IsSpecial=No X=3809.7504 Y=1299.4992 Z=0 GUID=f07b6b65-6f0e-4105-b55d- 6aaca2b1823b UniqueName=455 "Is Auto Point"=No IsSpecial=No X=3873.2496 Y=1299.4992 Z=0 GUID=3a6d7437-d4c2-4a3d-8f48- d81214a558e8 UniqueName=457 "Is Auto Point"=No IsSpecial=No X=4000.2504 Y=1299.4992 Z=0 GUID=4a070bea-e67c-459b-a306- 572916f2e20f UniqueName=458 "Is Auto Point"=No IsSpecial=No X=4063.7496 Y=1299.4992 Z=0 GUID=cd61eb52-1024-4b86-9617- b2b99cb91506 UniqueName=459 "Is Auto Point"=No IsSpecial=No X=3809.7504 Y=833.4996 Z=0 GUID=95c0c70e-dff7-4412-8408- b19b009bac7f UniqueName=460 "Is Auto Point"=No IsSpecial=No X=3873.2496 Y=833.4996 Z=0 GUID=53df1e27-90b0-41a5-a424- a532ab278fde UniqueName=462 "Is Auto Point"=No IsSpecial=No X=4000.2504 Y=833.4996 Z=0 GUID=e22f9b02-15c4-45cf-9a23- e20801922919 UniqueName=463 "Is Auto Point"=No IsSpecial=No X=4063.7496 Y=833.4996 Z=0 GUID=ba8ebf3d-d8b4-48d9-ae0d- 22af0386b00a UniqueName=464 "Is Auto Point"=No IsSpecial=No X=3746.25 Y=911.166 Z=0 GUID=229aa6d9-8fb5-4f05-a91b- a9faf01632fd UniqueName=465 "Is Auto Point"=No IsSpecial=No X=3746.25 Y=988.8324 Z=0 GUID=4ccdf484-c3db-4aea-be3b- 41fd3621a778 UniqueName=466 "Is Auto Point"=No IsSpecial=No X=3746.25 Y=1066.5 Z=0 GUID=db0449b2-c897-48dc-8253- a5173f745516 UniqueName=467 "Is Auto Point"=No IsSpecial=No X=3746.25 Y=1144.1664 Z=0 GUID=8715fe44-fdea-4572-b4bf- 1523c1b93b39 UniqueName=468 "Is Auto Point"=No IsSpecial=No X=3746.25 Y=1221.8328 Z=0 GUID=ddfe2ce8-9d4b-4a95-8bba- 0876a32d886e UniqueName=469 "Is Auto Point"=No IsSpecial=No X=4127.25 Y=911.166 Z=0 GUID=238680d2-34b1-4f7e-8b1b- f0792704927c UniqueName=470 "Is Auto Point"=No IsSpecial=No X=4127.25 Y=988.8324 Z=0 GUID=1214fb3d-6a62-4aed-948c- c378620b743e UniqueName=471 "Is Auto Point"=No IsSpecial=No X=4127.25 Y=1066.5 Z=0 GUID=4ad9f461-58b2-46b1-bd1d- b4420592ebce UniqueName=472 "Is Auto Point"=No IsSpecial=No X=4127.25 Y=1144.1664 Z=0 GUID=5c33ed5b-0e27-490c-8169- 2ef6dc7151c1 UniqueName=473 "Is Auto Point"=No IsSpecial=No X=4127.25 Y=1221.8328 Z=0 GUID=062c6d25-e82c-42ad-a36d- ab7af250064b UniqueName=344 "Is Auto Point"=No IsSpecial=No X=3407.24999999999 Y=940.899683448502 Z=0 GUID=4cf4c182- 2ad1-4ce7-936d-329b50807be2 UniqueName=421 "Is Auto Point"=No IsSpecial=No X=3479.24999999999 Y=940.899683448502 Z=0 GUID=a241d221- 839d-4ad1-96ca-4a0debe19a64 UniqueName=6 "Is Auto Point"=No IsSpecial=No X=470.0004 Y=840 Z=0 GUID=ff22c14b-af45-4e24-820c-ab8798d50359 UniqueName=423 "Is Auto Point"=No IsSpecial=No X=2208.9996 Y=909 Z=0 GUID=3b122d4c-a5ce-4143-856f- 32d795fa9ca2 UniqueName=424 "Is Auto Point"=No IsSpecial=No X=2148.9996 Y=909 Z=0 GUID=58d5a5b2-9e33-4032-b8c9- 90924cc3b1d6 UniqueName=139 "Is Auto Point"=No IsSpecial=No X=2148.9996 Y=801 Z=0 GUID=b6b7dd57-a62f-4acf-9b68- 983760a7684c UniqueName=29 "Is Auto Point"=No IsSpecial=No X=2208.9996 Y=801 Z=0 GUID=52e0ee98-c285-468b-9d72- a6f50ea2d25f UniqueName=33 "Is Auto Point"=No IsSpecial=No X=3479.25 Y=993.2868 Z=0 GUID=d34f4d0d-31e8-4f6b-865f- 39800b47492e UniqueName=116 "Is Auto Point"=No IsSpecial=No X=3407.25 Y=993.2868 Z=0 GUID=702b367b-4370-4758-9f96- bd0b9b91b02c UniqueName=E873 "Is Auto Point"=No IsSpecial=Yes X=132 Y=1419.9996 Z=0 GUID=c6ab2f17-18db-4151-8074- 3b4ccf7c2daa 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 487 UniqueName=E875 "Is Auto Point"=No IsSpecial=Yes X=132 Y=1236 Z=0 GUID=07def77f-8b43-47c3-8783-253edcf46f8f UniqueName=E879 "Is Auto Point"=No IsSpecial=Yes X=132 Y=876 Z=0 GUID=06139bbc-1929-4ada-919f-68177169bfed UniqueName=E878 "Is Auto Point"=No IsSpecial=Yes X=132 Y=516 Z=0 GUID=e2b4422b-a39e-4eae-a82b- 483d1d792a72 UniqueName=E881 "Is Auto Point"=No IsSpecial=Yes X=132 Y=156 Z=0 GUID=52828398-3683-4667-a74f-51fc42c686f9 UniqueName=E2 "Is Auto Point"=No IsSpecial=Yes X=132 Y=0 Z=0 GUID=f07504dc-e019-4147-8199-5f52596279ff UniqueName=E5 "Is Auto Point"=No IsSpecial=Yes X=0 Y=156 Z=0 GUID=5d46f893-b7f4-458e-a793-2ef2ae964bd2 UniqueName=E884 "Is Auto Point"=No IsSpecial=Yes X=0 Y=876 Z=0 GUID=410f2c9f-4f82-4345-a860-a210323b2b4a UniqueName=E885 "Is Auto Point"=No IsSpecial=Yes X=0 Y=1236 Z=0 GUID=88d243af-f43f-4e92-95da-ebf39214a75d UniqueName=E6 "Is Auto Point"=No IsSpecial=Yes X=0 Y=516 Z=0 GUID=eb8247f4-86b2-41e7-9c6f-e7b90d6fcfdd UniqueName=E8 "Is Auto Point"=No IsSpecial=Yes X=0 Y=1419.9996 Z=0 GUID=9ef410b1-35ba-4266-90f4- 3a92d24236b5 UniqueName=E887 "Is Auto Point"=No IsSpecial=Yes X=470.0004 Y=1419.9996 Z=0 GUID=e25ff87c-e99a-4f51-b9b7- 8e3c233e2696 UniqueName=E889 "Is Auto Point"=No IsSpecial=Yes X=470.0004 Y=1236 Z=0 GUID=44b9de77-2697-4a0f-bc20- 03f573a05e5b UniqueName=E891 "Is Auto Point"=No IsSpecial=Yes X=470.0004 Y=156 Z=0 GUID=7c441dc4-ab52-41f5-afb0- fae35cfd70cf UniqueName=E893 "Is Auto Point"=No IsSpecial=Yes X=470.0004 Y=0 Z=0 GUID=a00eaf5c-7019-4648-82ea- 8c2c20f54de3 UniqueName=E895 "Is Auto Point"=No IsSpecial=Yes X=807.9996 Y=156 Z=0 GUID=9ef2bd19-66bb-4443-8f55- c3b9c0cdacd3 UniqueName=E897 "Is Auto Point"=No IsSpecial=Yes X=807.9996 Y=0 Z=0 GUID=2d6d8d55-d89d-4259-9812- be5a65b4d20a UniqueName=E899 "Is Auto Point"=No IsSpecial=Yes X=807.9996 Y=1419.9996 Z=0 GUID=afefaf9b-482c-4f60-b2e2- 3e1afb27b9d4 UniqueName=E901 "Is Auto Point"=No IsSpecial=Yes X=807.9996 Y=1236 Z=0 GUID=2ae6ff8a-a606-4b6b-8587- 6d5d1d0087df UniqueName=E903 "Is Auto Point"=No IsSpecial=Yes X=1167.9996 Y=1419.9996 Z=0 GUID=f1429f3e-4d24-4b6d-ae0c- ea06de1fe6fe UniqueName=E905 "Is Auto Point"=No IsSpecial=Yes X=1167.9996 Y=1236 Z=0 GUID=9a2547b0-05dd-43a4-b4a0- cdd90e1330d3 UniqueName=E909 "Is Auto Point"=No IsSpecial=Yes X=1167.9996 Y=516 Z=0 GUID=55d88e4d-ad3f-4162-b111- 255c90aa8583 UniqueName=E910 "Is Auto Point"=No IsSpecial=Yes X=1167.9996 Y=876 Z=0 GUID=c7d4ce23-382c-4c3e-9ebf- 7f5c5be64e04 UniqueName=E911 "Is Auto Point"=No IsSpecial=Yes X=1167.9996 Y=696 Z=0 GUID=d23554b3-7de4-4c95-9dae- 29f2885dc086 UniqueName=E915 "Is Auto Point"=No IsSpecial=Yes X=1506 Y=516 Z=0 GUID=b7699594-38c3-4de1-b1a1- fe96f1c8dc83 UniqueName=E916 "Is Auto Point"=No IsSpecial=Yes X=1506 Y=876 Z=0 GUID=56764e81-60de-4e6c-826d- dccd4f1d0ea0 UniqueName=E917 "Is Auto Point"=No IsSpecial=Yes X=1506 Y=696 Z=0 GUID=0332c21f-2530-420f-829d- 01dd9b314e3f UniqueName=E116 "Is Auto Point"=No IsSpecial=Yes X=1844.0004 Y=516 Z=0 GUID=5c994b1c-f23a-43f9-88ad- 3de65c30f03d UniqueName=E117 "Is Auto Point"=No IsSpecial=Yes X=1844.0004 Y=876 Z=0 GUID=91aaa161-3bb2-496e-85cd- 35137922a75d UniqueName=E118 "Is Auto Point"=No IsSpecial=Yes X=1844.0004 Y=696 Z=0 GUID=06d705a1-6d2e-456b-a97d- 568f67f70dc8 UniqueName=E920 "Is Auto Point"=No IsSpecial=Yes X=2675.0004 Y=876 Z=0 GUID=39596c12-87ba-4de2-b150- 177a5b4b6a8d UniqueName=E921 "Is Auto Point"=No IsSpecial=Yes X=2675.0004 Y=516 Z=0 GUID=b17a436c-e2e3-4829-b26d- 6e77fbc27eff UniqueName=E923 "Is Auto Point"=No IsSpecial=Yes X=2838.9996 Y=876 Z=0 GUID=dae6a43a-73f6-4a90-a746- 60bfebd7d816 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 488 UniqueName=E10 "Is Auto Point"=No IsSpecial=Yes X=2838.9996 Y=516 Z=0 GUID=c054ea1c-36df-4dcd-b3f7- 7b5119ce2640 UniqueName=E925 "Is Auto Point"=No IsSpecial=Yes X=3117.9996 Y=876 Z=0 GUID=039553b1-e681-4d42-b92b- 41e2839771da UniqueName=E927 "Is Auto Point"=No IsSpecial=Yes X=1506 Y=1419.9996 Z=0 GUID=296eb55d-b934-4a0e-bf14- 3dbdfb208d30 UniqueName=E929 "Is Auto Point"=No IsSpecial=Yes X=1506 Y=1236 Z=0 GUID=10ce3854-9599-4f78-a7a3- cb02f922d8e6 UniqueName=E931 "Is Auto Point"=No IsSpecial=Yes X=1167.9996 Y=156 Z=0 GUID=bf9b6064-5a03-4f01-9d70- 9c4738854624 UniqueName=E933 "Is Auto Point"=No IsSpecial=Yes X=1167.9996 Y=0 Z=0 GUID=66f15bc8-f14d-428d-8e98- 186fb0ec5ec6 UniqueName=E935 "Is Auto Point"=No IsSpecial=Yes X=1506 Y=156 Z=0 GUID=e3f76eb1-220d-4090-965c- 804ab21d76d1 UniqueName=E937 "Is Auto Point"=No IsSpecial=Yes X=1506 Y=0 Z=0 GUID=ff46c1a6-98ac-404a-ae6f-a33203a990e4 UniqueName=E939 "Is Auto Point"=No IsSpecial=Yes X=1844.0004 Y=156 Z=0 GUID=84db9360-41df-4cf1-85d0- 7d4403b330b9 UniqueName=E941 "Is Auto Point"=No IsSpecial=Yes X=1998.9996 Y=156 Z=0 GUID=ddf85ab4-6bea-4d32-bd21- bd033628ef4e UniqueName=E943 "Is Auto Point"=No IsSpecial=Yes X=1844.0004 Y=0 Z=0 GUID=04c273e0-2d4f-40f5-a0be- 8e8a5c52f90b UniqueName=E945 "Is Auto Point"=No IsSpecial=Yes X=1998.9996 Y=0 Z=0 GUID=f2eea3a4-07c1-4921-97d7- 0ea87fa24000 UniqueName=E947 "Is Auto Point"=No IsSpecial=Yes X=2337 Y=156 Z=0 GUID=1615792d-0fe1-4ed1-a457- 1e017ec2d139 UniqueName=E949 "Is Auto Point"=No IsSpecial=Yes X=2337 Y=0 Z=0 GUID=0eec1f76-a600-4e79-aebf-dd6930122818 UniqueName=E951 "Is Auto Point"=No IsSpecial=Yes X=2675.0004 Y=156 Z=0 GUID=7d43671d-3b3e-432c-b38b- 49d780c90537 UniqueName=E953 "Is Auto Point"=No IsSpecial=Yes X=2675.0004 Y=0 Z=0 GUID=63317533-20bc-4c00-a41f- 10c8f087cee7 UniqueName=E955 "Is Auto Point"=No IsSpecial=Yes X=2838.9996 Y=156 Z=0 GUID=e1fcac01-9935-432e-8298- 8042012e64ac UniqueName=E12 "Is Auto Point"=No IsSpecial=Yes X=2838.9996 Y=0 Z=0 GUID=52f19d62-019a-4730-9ca3- b7eb18b60583 UniqueName=E957 "Is Auto Point"=No IsSpecial=Yes X=3117.9996 Y=156 Z=0 GUID=68256601-b133-4741-80eb- f8134d908485 UniqueName=E959 "Is Auto Point"=No IsSpecial=Yes X=3117.9996 Y=0 Z=0 GUID=c064d382-1bdc-49ce-862e- 524bd3790606 UniqueName=E961 "Is Auto Point"=No IsSpecial=Yes X=1844.0004 Y=1419.9996 Z=0 GUID=d714819a-1df3-4197-a5f2- bf57275d94a1 UniqueName=E963 "Is Auto Point"=No IsSpecial=Yes X=1844.0004 Y=1236 Z=0 GUID=423e116c-3eca-4f80-acf6- 011e2138f5ef UniqueName=E965 "Is Auto Point"=No IsSpecial=Yes X=1998.9996 Y=1419.9996 Z=0 GUID=2a4fb170-951c-4d3f-9d29- b57c927fe051 UniqueName=E967 "Is Auto Point"=No IsSpecial=Yes X=1998.9996 Y=1236 Z=0 GUID=cc430c5a-0ae6-4b6a-8d8f- 06f01e08ba65 UniqueName=E14 "Is Auto Point"=No IsSpecial=Yes X=2337 Y=1419.9996 Z=0 GUID=7794b5f1-5136-4006-bde6- cefe11d91e94 UniqueName=E969 "Is Auto Point"=No IsSpecial=Yes X=2337 Y=1236 Z=0 GUID=6a7029e9-e0cb-4c4d-8b22- 09ec467bdaf6 UniqueName=E971 "Is Auto Point"=No IsSpecial=Yes X=2675.0004 Y=1419.9996 Z=0 GUID=d2e4093c-86be-4494-989d- 535afa2761ff UniqueName=E973 "Is Auto Point"=No IsSpecial=Yes X=2675.0004 Y=1236 Z=0 GUID=250a7255-0a1f-4298-bc99- 6a0b0c043540 UniqueName=E16 "Is Auto Point"=No IsSpecial=Yes X=2838.9996 Y=1419.9996 Z=0 GUID=31497ef1-86d4-4731-8460- b1fae599ca56 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 489 UniqueName=E975 "Is Auto Point"=No IsSpecial=Yes X=2838.9996 Y=1236 Z=0 GUID=fbd56395-13ea-4d55-b8ba- 3d351e861bb2 UniqueName=E977 "Is Auto Point"=No IsSpecial=Yes X=3117.9996 Y=1419.9996 Z=0 GUID=7623bf6d-b620-4286-ba3f- afe8611644a9 UniqueName=E979 "Is Auto Point"=No IsSpecial=Yes X=3117.9996 Y=1236 Z=0 GUID=2e2ee98a-6708-4486-bb28- a24555c0881b UniqueName=E1477 "Is Auto Point"=No IsSpecial=Yes X=3117.9996 Y=516 Z=0 GUID=969d8527-0ea0-4d43-b5d9- 5a96a49e294b UniqueName=16 "Is Auto Point"=No IsSpecial=No X=470 Y=501.6 Z=0 GUID=1bef7bc2-7955-42e2-b87d-248b88ad5aea UniqueName=226 "Is Auto Point"=No IsSpecial=No X=592 Y=501.6 Z=0 GUID=fc123b9a-551a-4a92-8157-5520945d8938 UniqueName=233 "Is Auto Point"=No IsSpecial=No X=652 Y=501.6 Z=0 GUID=b669d2da-6d0e-4d9a-9b3d-e1f1c4ed90b4 UniqueName=238 "Is Auto Point"=No IsSpecial=No X=808 Y=501.6 Z=0 GUID=739fd22a-4021-400e-9cd3-c67132904f04 UniqueName=351 "Is Auto Point"=No IsSpecial=No X=1999 Y=501.6149 Z=0 GUID=3af3c877-64d4-468e-9709- cb425b842b8f UniqueName=354 "Is Auto Point"=No IsSpecial=No X=2337 Y=501.6149 Z=0 GUID=6be29c35-18c1-4e4a-a681- d2f0c3859959 UniqueName=355 "Is Auto Point"=No IsSpecial=No X=2209 Y=501.6 Z=0 GUID=42cb9d30-7ec9-4ce3-901e- 9dab5bc69e84 UniqueName=422 "Is Auto Point"=No IsSpecial=No X=2149 Y=501.6 Z=0 GUID=3ab0d56b-fafe-4ab0-a6bb-198cf5a67125 UniqueName=444 "Is Auto Point"=No IsSpecial=No X=578.0004 Y=501.6 Z=0 GUID=4508f070-e412-469f-9865- 72f8b3aef3d5 UniqueName=34 "Is Auto Point"=No IsSpecial=No X=-120 Y=156.9996 Z=0 GUID=61bf8c1a-9d6d-4b4c-b9d9- aaf8485de60e UniqueName=8 "Is Auto Point"=No IsSpecial=No X=-120 Y=1236 Z=0 GUID=1115b528-a5e9-46dd-945f-8881eda42689 UniqueName=64 "Is Auto Point"=No IsSpecial=No X=-120 Y=1419.9996 Z=0 GUID=4230f31a-03a6-42a5-88c7- 4b5d6f45623d UniqueName=59 "Is Auto Point"=No IsSpecial=No X=-120 Y=909 Z=0 GUID=1c13095c-318d-440e-bc15-8f81480f34c8 UniqueName=7 "Is Auto Point"=No IsSpecial=No X=2544 Y=1080 Z=0 GUID=6f345914-7173-4ccd-9438-8a368754b84d UniqueName=11 "Is Auto Point"=No IsSpecial=No X=2544 Y=336 Z=0 GUID=993c83d6-6e90-4758-aef6-8c91b52ed01f UniqueName=12 "Is Auto Point"=No IsSpecial=No X=1791.9996 Y=1080 Z=0 GUID=578f1dc7-c119-48a6-a923- 0ffd42ff9718 UniqueName=67 "Is Auto Point"=No IsSpecial=No X=1791.9996 Y=336 Z=0 GUID=19809a60-e9ab-4079-985d- e9866ffb4795 UniqueName=130 "Is Auto Point"=No IsSpecial=Yes X=2598 Y=1080 Z=0 GUID=c2652438-8450-47ed-9061- ec7b17e98339 UniqueName=157 "Is Auto Point"=No IsSpecial=Yes X=2598 Y=708 Z=0 GUID=7b209bf0-45c8-41c6-8824-3ac93c43403e UniqueName=158 "Is Auto Point"=No IsSpecial=Yes X=2598 Y=366.4632 Z=0 GUID=0f71e661-c756-4bcf-bc22- 4047b7d11eae UniqueName=268 "Is Auto Point"=No IsSpecial=Yes X=1737.9996 Y=1080 Z=0 GUID=6082acc6-4d6f-42ef-8ada- ac19eb182914 UniqueName=343 "Is Auto Point"=No IsSpecial=Yes X=1737.9996 Y=370.8624 Z=0 GUID=f6a942ad-f09d-4d2d-bbe4- fcb32a868976 UniqueName=345 "Is Auto Point"=No IsSpecial=Yes X=1737.9996 Y=708 Z=0 GUID=dacad5ec-0d57-40c0-b371- e8160331aad4 UniqueName=243 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=501.6 Z=0 GUID=c415018c-30a3-4f90-bd49- 128287c0c341 UniqueName=245 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=501.6 Z=0 GUID=0eebbd3a-3cc7-41ff-84e4- 363f3925ec0e UniqueName=346 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=621.6 Z=0 GUID=03b5e5ed-c979-457f-889b- c805390c529d UniqueName=347 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=621.6 Z=0 GUID=dd064f27-77f8-419a-b98a- 4a6a60a6ba01 UniqueName=348 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=741.6 Z=0 GUID=c0dc70a7-0d27-40aa-8072- f27c9ebdee7e UniqueName=349 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=741.6 Z=0 GUID=8bf77c49-7210-4601-b5e8- 7782a14f46ed UniqueName=350 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=1029 Z=0 GUID=ca59db3d-1a1f-40cc-9645-c8323cf0a5c0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 490 UniqueName=352 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=1028.0004 Z=0 GUID=019b1438-34c1-4415-a504- 3e5b4c31b872 UniqueName=353 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=381.6 Z=0 GUID=8d4931ed-65a0-4a05-8e73- a7b0a44a63a2 UniqueName=445 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=381.6 Z=0 GUID=05cdc2db-c54b-4801-8659- 897497db92da UniqueName=446 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=597.6 Z=0 GUID=778f1d72-263e-4718-b1ea- fdc6ee701bc6 UniqueName=447 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=597.6 Z=0 GUID=71f12f61-b5ae-46dc-a61f-83c767ec44f6 UniqueName=448 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=669.6 Z=0 GUID=55c3912d-fe44-4651-aaca- d9dea4bb673a UniqueName=453 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=669.6 Z=0 GUID=80a3e7b0-d0c3-4a35-897f- eb9923815f94 UniqueName=474 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=813.6 Z=0 GUID=85fd2b87-1c3c-486c-a0c9-d86efebd34ff UniqueName=475 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=813.6 Z=0 GUID=8d8eae59-3cd4-4342-a39a- 68710daf4b18 UniqueName=37 "Is Auto Point"=No IsSpecial=Yes X=351.75 Y=-72 Z=0 GUID=76c714ec-6397-45a3-9ee1- 7302a29b147f UniqueName=75 "Is Auto Point"=No IsSpecial=Yes X=351.75 Y=1461 Z=0 GUID=d716fcc6-208a-4f48-bae6- 25fe5c13516d UniqueName=113 "Is Auto Point"=No IsSpecial=No X=470.0004 Y=-72 Z=0 GUID=90d534bf-0bdf-418f-9ec8- 32d75765161a UniqueName=114 "Is Auto Point"=No IsSpecial=No X=470.0004 Y=1461 Z=0 GUID=48120f3b-52cc-4dd5-8329- b85dd9c195e0 UniqueName=76 "Is Auto Point"=No IsSpecial=Yes X=350.0004 Y=-72 Z=0 GUID=d0e74163-96a7-4de3-880d- 9fb2f3fec6f2 UniqueName=77 "Is Auto Point"=No IsSpecial=Yes X=350.0004 Y=1461 Z=0 GUID=9df2c70b-9b75-4f37-aa23- 1edb871c5c52 UniqueName=127 "Is Auto Point"=No IsSpecial=Yes X=590.0004 Y=-72 Z=0 GUID=fbb3a78b-8730-47a1-8718- 489a322642f1 UniqueName=476 "Is Auto Point"=No IsSpecial=Yes X=590.0004 Y=1461 Z=0 GUID=9e2ca7a4-62f2-4aef-8d78- f2a11f8b8789 UniqueName=477 "Is Auto Point"=No IsSpecial=Yes X=710.0004 Y=-72 Z=0 GUID=c5d91f5a-ff9c-4add-9d99- 95c2497914f8 UniqueName=478 "Is Auto Point"=No IsSpecial=Yes X=710.0004 Y=1461 Z=0 GUID=b75441e9-8f77-4731-b8d7- c2f816b9f732 UniqueName=479 "Is Auto Point"=No IsSpecial=Yes X=927.9996 Y=-72 Z=0 GUID=984afbac-febb-47c0-80dd- 1172abac4d9d UniqueName=480 "Is Auto Point"=No IsSpecial=Yes X=927.9996 Y=1461 Z=0 GUID=d0dca46c-aca0-4399-9bcd- 5504cba7b8bb UniqueName=481 "Is Auto Point"=No IsSpecial=Yes X=1878.9996 Y=-72 Z=0 GUID=b8752de6-8b9b-4f36-b945- 0c8c04a3152e UniqueName=482 "Is Auto Point"=No IsSpecial=Yes X=1878.9996 Y=1461 Z=0 GUID=df748a69-e7bf-4d99-bc63- f233fb0af815 UniqueName=483 "Is Auto Point"=No IsSpecial=Yes X=2457 Y=-72 Z=0 GUID=af3f1c45-d520-4617-ad92-1d4c7f500810 UniqueName=484 "Is Auto Point"=No IsSpecial=Yes X=2457 Y=1461 Z=0 GUID=a44f3c9a-4198-477a-a8e5- d6a2a205892c UniqueName=485 "Is Auto Point"=No IsSpecial=Yes X=2118.9996 Y=-72 Z=0 GUID=14edc8e2-c777-451f-b84b- 613946232730 UniqueName=486 "Is Auto Point"=No IsSpecial=Yes X=2118.9996 Y=1461 Z=0 GUID=ebac417d-1aac-4aae-bc85- f1b0b96af9a1 UniqueName=487 "Is Auto Point"=No IsSpecial=Yes X=2238.9996 Y=-72 Z=0 GUID=e7dbacf5-439f-40fd-b618- 1b52dbafa0e5 UniqueName=488 "Is Auto Point"=No IsSpecial=Yes X=2238.9996 Y=1461 Z=0 GUID=fb377beb-7a90-4060-8500- 057e737dcf8e UniqueName=501 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=933 Z=0 GUID=5742c0f8-3dac-4df7-ae2f-e3701311e251 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 491 UniqueName=502 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=932.0004 Z=0 GUID=6efd52e0-918a-40a5-bbcb- 30796472fd15 UniqueName=503 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=957 Z=0 GUID=7e07266e-e8ff-40e9-837b-103bd4be8292 UniqueName=504 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=956.0004 Z=0 GUID=de44bf65-c55f-4c95-9d23- c7ca63af05d2 UniqueName=497 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=885 Z=0 GUID=c053e3bf-2b9c-4490-9682-13c744645b24 UniqueName=498 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=884.0004 Z=0 GUID=62e559b0-9679-4b73-bb66- 711eb388e909 UniqueName=499 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=861 Z=0 GUID=91a5caa3-29bf-4757-85d4-6b503a75a9c8 UniqueName=500 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=860.0004 Z=0 GUID=48f15002-bc43-4bcf-9d31- 8c870c91f797 UniqueName=505 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=525.6 Z=0 GUID=f8c4ae66-335d-43d5-ba48- 5a8fa98e74e0 UniqueName=506 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=525.6 Z=0 GUID=b9796680-031d-4b17-81c4- 34ea0a984452 UniqueName=507 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=549.6 Z=0 GUID=734a2cfa-4247-41df-bf79-7023cf97de86 UniqueName=508 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=549.6 Z=0 GUID=79c784eb-7b61-4f9e-806e- 220fb7408873 UniqueName=509 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=477.6 Z=0 GUID=2eea63f4-e7ce-4a7a-a22f- 2777b34d7d8a UniqueName=510 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=477.6 Z=0 GUID=abf59b7b-0517-4b92-af78- ff98125d6c9b UniqueName=511 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=453.6 Z=0 GUID=960c1a28-2bee-4b12-90c3- a3f56dc00089 UniqueName=512 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=453.6 Z=0 GUID=ba284f78-c9fe-4622-8fb6- 50a07416163a UniqueName=489 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=825 Z=0 GUID=e34c399b-b199-40d2-968b-8ee54f3d8b09 UniqueName=490 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=824.0004 Z=0 GUID=7eb44d91-f302-46a1-b679- 5d81d4ce2024 UniqueName=491 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=741 Z=0 GUID=d7610c22-0a2f-4790-b8a0-e2c81898667e UniqueName=492 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=740.0004 Z=0 GUID=ef8ed936-f9d2-4356-a8b6- 22f680c56a48 UniqueName=517 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=789 Z=0 GUID=499bea14-82b7-4f50-9015-1edb582aa1f5 UniqueName=518 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=788.0004 Z=0 GUID=3a741f3a-ff12-420c-be2e- ba47f99aacef UniqueName=519 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=669 Z=0 GUID=e500577a-9208-471e-8f9f-00dcb07af619 UniqueName=520 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=668.0004 Z=0 GUID=6fa2bfc2-9df0-4df5-ab28- a9201d801e06 UniqueName=521 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=585 Z=0 GUID=e9e230ea-b63c-4e07-87ed- 881ae969a71b UniqueName=522 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=584.0004 Z=0 GUID=42e3be60-7b44-4297-bdc7- d43fc332244f UniqueName=523 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=657 Z=0 GUID=3f0afa31-9e95-43cf-b316-56e3919b483a UniqueName=524 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=656.0004 Z=0 GUID=c5bcbacb-d4b7-4811-bcf7- 542b465c8c7f UniqueName=525 "Is Auto Point"=No IsSpecial=Yes X=-120 Y=705 Z=0 GUID=9308bdba-079e-404d-acfa-d0b0639c2e4c UniqueName=526 "Is Auto Point"=No IsSpecial=Yes X=5754 Y=704.0004 Z=0 GUID=47b19c89-4cca-40e9-a79a- 58057dde6367 UniqueName=10 "Is Auto Point"=No IsSpecial=No X=-120 Y=-30 Z=0 GUID=4f14247a-c1d7-4dac-b640-45ecc6da580a TABLE: "BEAM OBJECT CONNECTIVITY" "Unique Name"=51 UniquePtI=P1352 UniquePtJ=P1351 Length=38.0004 GUID=c6e865ba-0564-4b38-bb5e-118b15744bd9 "Unique Name"=BW3 UniquePtI=P1352 UniquePtJ=P1353 Length=210 GUID=e54d78a5-90fa-4400-8915-2c8da78d4c2d "Unique Name"=BW4 UniquePtI=P1354 UniquePtJ=P1353 Length=147.9996 GUID=b0aed1b4-5473-4d30-8c21- e3ed200ddbe0 "Unique Name"=92 UniquePtI=193 UniquePtJ=194 Length=71.334 GUID=bae1399e-fb3a-4fad-9d6e-dba1c80577b1 "Unique Name"=93 UniquePtI=194 UniquePtJ=195 Length=71.3328 GUID=52d40bc6-c777-41b3-a723-db2d75aed7e2 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 492 "Unique Name"=94 UniquePtI=195 UniquePtJ=196 Length=71.3328 GUID=7deeff83-ef8a-4e38-b6f6-95605ae9b6be "Unique Name"=95 UniquePtI=196 UniquePtJ=197 Length=71.3339999999999 GUID=efc26b2b-6918-4a27-96ab- eeace64b7853 "Unique Name"=104 UniquePtI=203 UniquePtJ=204 Length=71.3328000000001 GUID=fe2ea96b-9f4e-4c69-bd8b- a0046baf9a14 "Unique Name"=105 UniquePtI=204 UniquePtJ=205 Length=71.3339999999998 GUID=4096b30a-e027-4528-b134- 04a8cd43c2d4 "Unique Name"=106 UniquePtI=205 UniquePtJ=206 Length=71.3328000000001 GUID=3e3df5e2-a8a9-4e38-8048- 6a24a597f584 "Unique Name"=107 UniquePtI=206 UniquePtJ=207 Length=71.3339999999998 GUID=22afc5a2-4b83-42ff-8394- cd48c8aab1b3 "Unique Name"=98 UniquePtI=198 UniquePtJ=199 Length=71.334 GUID=8e0fbf4f-35f0-46a6-ac0e-75c72f498c9f "Unique Name"=99 UniquePtI=199 UniquePtJ=200 Length=71.3328 GUID=2f78b4d2-4807-4c03-ba41-236f85aca08b "Unique Name"=100 UniquePtI=200 UniquePtJ=201 Length=71.3328 GUID=c415f8ba-20de-4869-a40a-bc19e43875f3 "Unique Name"=101 UniquePtI=201 UniquePtJ=202 Length=71.3339999999999 GUID=319be741-319e-4d34-bd20- 2b129b3fc05e "Unique Name"=110 UniquePtI=208 UniquePtJ=209 Length=71.3328000000001 GUID=c88da442-07a8-46c8-ace9- f46569a07542 "Unique Name"=111 UniquePtI=209 UniquePtJ=210 Length=71.3339999999998 GUID=c11bea74-56c4-470c-9a0b- bb3dc6a7fe33 "Unique Name"=112 UniquePtI=210 UniquePtJ=211 Length=71.3328000000001 GUID=5786c501-73f3-4df4-bebb- 6933388f6768 "Unique Name"=113 UniquePtI=211 UniquePtJ=213 Length=71.3339999999998 GUID=7a31c687-3cd9-42e6-b96b- 3317eea65b33 "Unique Name"=91 UniquePtI=85 UniquePtJ=193 Length=83.3328 GUID=0ed9af73-4038-47c5-acfb-a4b3ae7c996f "Unique Name"=97 UniquePtI=84 UniquePtJ=198 Length=83.3328 GUID=19257ca2-b25d-4fd3-9c67-5199b4eba944 "Unique Name"=103 UniquePtI=81 UniquePtJ=203 Length=83.3339999999998 GUID=eb344188-adc4-4805-a852- d3c0481c6ddf "Unique Name"=109 UniquePtI=80 UniquePtJ=208 Length=83.3339999999998 GUID=b5a534ff-0590-41dd-9df0- 9ab376bacdb8 "Unique Name"=115 UniquePtI=80 UniquePtJ=215 Length=93.5004 GUID=cb4d1564-ed1b-4f3e-84a6-863ea100e62f "Unique Name"=116 UniquePtI=215 UniquePtJ=217 Length=81.4992 GUID=926a942a-5b48-40e1-b2db-8b1524d186fe "Unique Name"=117 UniquePtI=217 UniquePtJ=219 Length=81.5004 GUID=0a717259-14be-4e61-9422-41b3fb1b6743 "Unique Name"=118 UniquePtI=219 UniquePtJ=221 Length=81.5004 GUID=e3cb646e-6fe1-4719-b3ca-598494f18030 "Unique Name"=119 UniquePtI=221 UniquePtJ=223 Length=81.4992 GUID=736323dd-af18-49c2-924b-f0ebf9e96bb0 "Unique Name"=120 UniquePtI=223 UniquePtJ=81 Length=93.5004 GUID=08463940-105f-452d-9080-6c65035a5317 "Unique Name"=127 UniquePtI=84 UniquePtJ=232 Length=93.5004 GUID=2d7cfdd7-b415-48f7-ada7-46e1b576efe5 "Unique Name"=128 UniquePtI=232 UniquePtJ=234 Length=81.4992 GUID=0f8972a6-ea74-4b73-845e-615dec359ecd "Unique Name"=129 UniquePtI=234 UniquePtJ=235 Length=81.5004 GUID=6c3e7bc2-9a09-47d4-9a72-d958631dba27 "Unique Name"=130 UniquePtI=235 UniquePtJ=236 Length=81.5004 GUID=d35fe409-b21d-43da-9369-2d8015acb250 "Unique Name"=131 UniquePtI=236 UniquePtJ=237 Length=81.4992 GUID=038d9ea2-e2ed-4f72-9b0c-7252ee08b586 "Unique Name"=132 UniquePtI=237 UniquePtJ=85 Length=93.5004 GUID=a29a4702-356d-4118-8f42-2d24098d40fc "Unique Name"=96 UniquePtI=197 UniquePtJ=86 Length=83.3328 GUID=21e17a0e-620f-4786-85e1-1a0bbf25a796 "Unique Name"=102 UniquePtI=202 UniquePtJ=87 Length=83.3328 GUID=809aeaa2-2cf7-4253-bc73-8e032a000f01 "Unique Name"=108 UniquePtI=207 UniquePtJ=82 Length=83.3328000000001 GUID=a630aae5-e74e-4628-807b- 097726d01562 "Unique Name"=114 UniquePtI=213 UniquePtJ=83 Length=83.3328000000001 GUID=33680647-8837-4f7a-8a87- b8e68f590bac "Unique Name"=121 UniquePtI=83 UniquePtJ=224 Length=93.5004 GUID=919cd9c9-5a28-43f4-ab96-98cd3c6bd4e7 "Unique Name"=122 UniquePtI=224 UniquePtJ=225 Length=81.4992 GUID=c27f2901-0f91-4bea-a252-6a65959b7e14 "Unique Name"=123 UniquePtI=225 UniquePtJ=228 Length=81.5004 GUID=d15fe005-458c-40be-8227-c2048a26f602 "Unique Name"=124 UniquePtI=228 UniquePtJ=229 Length=81.5004 GUID=1c350906-4cd2-4c58-b54f-6abf33507066 "Unique Name"=125 UniquePtI=229 UniquePtJ=230 Length=81.4992 GUID=25f61393-c98e-4d62-856a-b8a95464e81f "Unique Name"=126 UniquePtI=230 UniquePtJ=82 Length=93.5004 GUID=70a356a1-bae4-4cfe-9560-d90e31e4bfae "Unique Name"=133 UniquePtI=87 UniquePtJ=239 Length=93.5004 GUID=754b4d72-cd72-415e-b52f-30c8c8e52e15 "Unique Name"=134 UniquePtI=239 UniquePtJ=240 Length=81.4992 GUID=06f5c279-914f-4f2a-bd4d-8fce34661ca8 "Unique Name"=135 UniquePtI=240 UniquePtJ=241 Length=81.5004 GUID=3aacb90f-4665-4d70-9731-565581757414 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 493 "Unique Name"=136 UniquePtI=241 UniquePtJ=242 Length=81.5004 GUID=1de9cc32-3d23-4967-ab31-bc5d0c054880 "Unique Name"=137 UniquePtI=242 UniquePtJ=244 Length=81.4992 GUID=a5d7bbe9-87bc-4346-944a-e4bc4edd1c3c "Unique Name"=138 UniquePtI=244 UniquePtJ=86 Length=93.5004 GUID=ab48a984-c06a-4a29-80b9-b3fc3076c870 "Unique Name"=1 UniquePtI=356 UniquePtJ=161 Length=291 GUID=ab44b2f4-8634-4aa5-9b0f-e589d19bc0cc "Unique Name"=2 UniquePtI=177 UniquePtJ=162 Length=291 GUID=08b40e62-6afe-4144-952a-2401e87479a1 "Unique Name"=3 UniquePtI=170 UniquePtJ=172 Length=267 GUID=f3b9c8df-a44f-4126-8072-daf553a8e95a "Unique Name"=4 UniquePtI=169 UniquePtJ=125 Length=159 GUID=25c6da68-5aa8-431a-99e5-5f75efc35d0a "Unique Name"=5 UniquePtI=186 UniquePtJ=171 Length=38.0003999999999 GUID=f7f88306-15e8-40f8-beb9-48f2ff9cd305 "Unique Name"=6 UniquePtI=357 UniquePtJ=231 Length=294 GUID=a3aa6733-3548-480d-9161-40ed085c50b4 "Unique Name"=7 UniquePtI=169 UniquePtJ=170 Length=351.9996 GUID=0a85463f-fc37-447b-978b-072c29ed579b "Unique Name"=8 UniquePtI=171 UniquePtJ=187 Length=154.0008 GUID=3ee5f320-9c55-4a3f-95c9-36fdc6771b9c "Unique Name"=9 UniquePtI=188 UniquePtJ=189 Length=48 GUID=11afca78-7b61-4a8a-8a05-c78ffd54df45 "Unique Name"=10 UniquePtI=190 UniquePtJ=172 Length=31.9992 GUID=e90c96f2-ada4-415b-a252-91f3925b97cf "Unique Name"=11 UniquePtI=248 UniquePtJ=249 Length=240 GUID=629b3c69-e77e-4b74-a9a7-438aedeb9023 "Unique Name"=12 UniquePtI=166 UniquePtJ=119 Length=189.5004 GUID=74f21293-9e25-4189-823e-c5b1182ea5a9 "Unique Name"=13 UniquePtI=183 UniquePtJ=120 Length=72 GUID=cda473fc-5d78-4ee4-a283-44bb8f128fea "Unique Name"=14 UniquePtI=121 UniquePtJ=122 Length=192 GUID=34047eb7-0b11-4aa9-b3e9-65ce77d45b06 "Unique Name"=24 UniquePtI=164 UniquePtJ=165 Length=216.4992 GUID=84004a80-4890-434a-84fa-cd2c527f7a85 "Unique Name"=32 UniquePtI=252 UniquePtJ=164 Length=192 GUID=24008ddf-98f8-4cc3-8968-25074958bf8c "Unique Name"=33 UniquePtI=165 UniquePtJ=122 Length=308.0004 GUID=178937c3-50de-4867-87da-de8132c8afd3 "Unique Name"=34 UniquePtI=216 UniquePtJ=183 Length=369 GUID=fd3d058f-0107-41d1-af85-18584cd836e6 "Unique Name"=35 UniquePtI=163 UniquePtJ=216 Length=267 GUID=d7a778bf-c75d-41ef-af85-98e1bcc9ce99 "Unique Name"=36 UniquePtI=162 UniquePtJ=163 Length=276 GUID=ae7db594-c67a-482e-b3a3-e6c4134ebaa5 "Unique Name"=37 UniquePtI=185 UniquePtJ=184 Length=150 GUID=dd6aa22e-9118-4a83-99b6-f4a81c6c58d6 "Unique Name"=38 UniquePtI=161 UniquePtJ=357 Length=264 GUID=76f19e4f-ada4-47bf-9941-f417c2963e34 "Unique Name"=39 UniquePtI=231 UniquePtJ=185 Length=69.9995999999996 GUID=2b8f2ce7-7b3d-4c63-9ec1- cee760c3ff45 "Unique Name"=40 UniquePtI=121 UniquePtJ=248 Length=156 GUID=7d472179-4c7c-4f09-8b06-2227d7c91277 "Unique Name"=41 UniquePtI=184 UniquePtJ=246 Length=134.000400000001 GUID=e55006c3-488b-4bb0-ba23- bbea3125f61a "Unique Name"=42 UniquePtI=246 UniquePtJ=252 Length=384 GUID=873d8cb9-b889-4637-9f44-b367d744e00e "Unique Name"=43 UniquePtI=167 UniquePtJ=166 Length=60 GUID=c64a0ea7-913f-4628-944e-b349ab84a627 "Unique Name"=44 UniquePtI=168 UniquePtJ=167 Length=192 GUID=b643244a-408a-4cad-9d7d-097466a373fc "Unique Name"=45 UniquePtI=249 UniquePtJ=168 Length=291.9996 GUID=0a3e0523-6e7b-46d1-a250-58bf49b465f6 "Unique Name"=46 UniquePtI=175 UniquePtJ=174 Length=504 GUID=1130964d-0d1c-4b63-a725-cffa6e8b04e3 "Unique Name"=77 UniquePtI=120 UniquePtJ=175 Length=197.5008 GUID=4b540634-3a98-4a20-a80f-91db556a0780 "Unique Name"=78 UniquePtI=119 UniquePtJ=174 Length=208.0008 GUID=c358b54f-3de8-4616-9587-d18816e9cc26 "Unique Name"=81 UniquePtI=360 UniquePtJ=361 Length=6 GUID=b47db937-08e5-47b2-a19d-e705d3f1cf72 "Unique Name"=X03A UniquePtI=1637 UniquePtJ=1638 Length=337.9992 GUID=53e11455-3dba-40ae-915a- 302d5d38e7b1 "Unique Name"=198 UniquePtI=450 UniquePtJ=454 Length=63.5004000000679 GUID=9aa4f9a7-e695-417d-9222- 8f68d331e678 "Unique Name"=199 UniquePtI=454 UniquePtJ=455 Length=63.4992000000002 GUID=6242d1c8-6272-4c6c-88c9- 3d2e4e269dca "Unique Name"=200 UniquePtI=455 UniquePtJ=456 Length=63.500400000042 GUID=a14cfd8c-d66e-4efd-a1dd- dacf198827b4 "Unique Name"=201 UniquePtI=456 UniquePtJ=457 Length=63.5004000000675 GUID=0ba968e8-d78b-4746-8f1f- f5b6f9da7b41 "Unique Name"=202 UniquePtI=457 UniquePtJ=458 Length=63.4992000000002 GUID=0f1a2c77-baa2-4956-a2db- e2d0e4a997bd "Unique Name"=203 UniquePtI=458 UniquePtJ=451 Length=63.500400000042 GUID=179b7dfd-8469-49b5-850b- 0b5235602cb7 "Unique Name"=204 UniquePtI=449 UniquePtJ=459 Length=63.5004000000679 GUID=ab971cc8-4a13-498f-bd55- 5e9baeb1365a "Unique Name"=205 UniquePtI=459 UniquePtJ=460 Length=63.4992000000002 GUID=e882d809-5cdf-4374-9a82- 5814d937ec93 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 494 "Unique Name"=206 UniquePtI=460 UniquePtJ=461 Length=63.500400000042 GUID=25d90f07-df3f-4066-aea5- a577d0815415 "Unique Name"=207 UniquePtI=461 UniquePtJ=462 Length=63.5004000000675 GUID=b2fcfe75-9c77-43fc-93d4- 9b68853ec807 "Unique Name"=208 UniquePtI=462 UniquePtJ=463 Length=63.4992000000002 GUID=476c0cb5-a776-4078-9c9e- b8efb58f5aec "Unique Name"=209 UniquePtI=463 UniquePtJ=452 Length=63.500400000042 GUID=b1b60b74-0be7-4cb5-a8e3- 74ec807c8c10 "Unique Name"=210 UniquePtI=449 UniquePtJ=464 Length=77.6663165514976 GUID=c9e9f9db-df23-427c-8179- ef702cb588d2 "Unique Name"=211 UniquePtI=464 UniquePtJ=465 Length=77.6664 GUID=6382ee71-e797-4be9-a54b-3514cc7a1e9d "Unique Name"=212 UniquePtI=465 UniquePtJ=466 Length=77.6676 GUID=2a62d840-d1e3-41ca-ab68-d8a8ff0b4b59 "Unique Name"=213 UniquePtI=466 UniquePtJ=467 Length=77.6664000000001 GUID=032616ca-6991-4652-a7fd- 6d0711e5a25f "Unique Name"=214 UniquePtI=467 UniquePtJ=468 Length=77.6663999999998 GUID=7ac9ae98-1872-4ca2-98c5- cb17fc7d6f54 "Unique Name"=215 UniquePtI=468 UniquePtJ=450 Length=77.6664834485025 GUID=8a6bf4ef-0b18-4511-b043- afbff8dc41d8 "Unique Name"=216 UniquePtI=452 UniquePtJ=469 Length=77.6663165514976 GUID=bc1ab137-f89f-466e-bf39- 191d3f30883a "Unique Name"=217 UniquePtI=469 UniquePtJ=470 Length=77.6664 GUID=de858159-cf27-461d-b3cf-58b0f2188b30 "Unique Name"=218 UniquePtI=470 UniquePtJ=471 Length=77.6676 GUID=af3c05fb-9a50-4928-a37c-60f2abb21446 "Unique Name"=219 UniquePtI=471 UniquePtJ=472 Length=77.6664000000001 GUID=96e89742-64d9-4835-8dc9- 383c55d6f8a2 "Unique Name"=220 UniquePtI=472 UniquePtJ=473 Length=77.6663999999998 GUID=d57d120a-466d-4dbe-96d8- 37273eae0144 "Unique Name"=221 UniquePtI=473 UniquePtJ=451 Length=77.6664834485025 GUID=568ac601-830a-4a09-a770- de05da3c05ef "Unique Name"=BW1 UniquePtI=P1347 UniquePtJ=177 Length=3314.24999999999 GUID=073bf889-7419-4aa0-a064- b5f3513e186a "Unique Name"=BW2 UniquePtI=P1351 UniquePtJ=P1347 Length=1286.4996 GUID=df89d028-ff8f-4d3a-b96f- 64cc19291dd2 "Unique Name"=BW5 UniquePtI=P1354 UniquePtJ=356 Length=3104.24999999999 GUID=cdc99bb2-65fb-43e0-a927- 75774acba059 "Unique Name"=Y03 UniquePtI=6 UniquePtJ=1637 Length=69 GUID=921e44fa-d625-4880-87dc-602373206f70 "Unique Name"=X08 UniquePtI=423 UniquePtJ=1760 Length=128.0004 GUID=17028bdc-d557-437a-bdea-ca63c1ae6177 "Unique Name"=X07 UniquePtI=1777 UniquePtJ=424 Length=150 GUID=457f1de2-c7cf-4f69-8148-c97960b8b207 "Unique Name"=X01A UniquePtI=16 UniquePtJ=226 Length=122 GUID=8531335d-141f-48c0-8e80-bc1cff616a1a "Unique Name"=X01B UniquePtI=233 UniquePtJ=238 Length=156 GUID=8333d86c-2cf1-4fde-ac5c-fb301d11e5f5 "Unique Name"=Y07 UniquePtI=351 UniquePtJ=1777 Length=407.385100000196 GUID=b52643ef-a9bd-4abc-b871- bf24ec8d4ecf "Unique Name"=X05B UniquePtI=355 UniquePtJ=354 Length=128.000000867227 GUID=b4b7fbad-6564-4db7-87da- 56722da7b6bd "Unique Name"=X05A UniquePtI=351 UniquePtJ=422 Length=150.000000740033 GUID=50a49d07-4a56-4fbd-8e5e- 0fa3a7acff53 "Unique Name"=Y08 UniquePtI=354 UniquePtJ=1760 Length=407.3851 GUID=ef483c4f-1ec4-4781-b408-dc6af6868628 "Unique Name"=Y05 UniquePtI=238 UniquePtJ=1638 Length=407.400000000196 GUID=f5675b20-aee7-4da7-be54- 6bd68ea1927c "Unique Name"=Y01A UniquePtI=16 UniquePtJ=267 Length=278.400000000287 GUID=045436a9-a733-46b6-a29f- 5a6afe1b5df5 TABLE: "NULL LINE OBJECT CONNECTIVITY" "Unique Name"=15 UniquePtI=73 UniquePtJ=89 Length=720.0276 GUID=698a829f-90dc-4c5e-993d-66125205cb5e "Unique Name"=16 UniquePtI=90 UniquePtJ=91 Length=661.7496 GUID=ac9ae064-1627-4019-89cb-3028bf541863 "Unique Name"=17 UniquePtI=74 UniquePtJ=124 Length=712.6956 GUID=fc61c706-e60f-40a5-b595-ee96ba7e3c67 "Unique Name"=19 UniquePtI=128 UniquePtJ=129 Length=662.0004 GUID=2f966134-5a1e-4658-9909-4095a7833f56 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 495 "Unique Name"=21 UniquePtI=133 UniquePtJ=132 Length=661.750024102879 GUID=39ba451f-6638-496d-b0e9- a36ce56d1a46 "Unique Name"=22 UniquePtI=136 UniquePtJ=135 Length=662.0004 GUID=ebc9fea6-9026-4ff7-b942-c39dc1d63490 "Unique Name"=26 UniquePtI=144 UniquePtJ=143 Length=337.9992 GUID=f8361b3f-2b6c-4251-a0d8-f16b33da9dc7 "Unique Name"=30 UniquePtI=152 UniquePtJ=151 Length=338.0004 GUID=db018b0b-80d0-495a-891c-e43cdd5bba89 "Unique Name"=23 UniquePtI=137 UniquePtJ=138 Length=337.9992 GUID=a3e8807e-f6f7-494b-8ab8-d28ccee945f7 "Unique Name"=28 UniquePtI=147 UniquePtJ=148 Length=338.0004 GUID=553c2a34-b12f-40b6-abd7-a347380869b6 "Unique Name"=27 UniquePtI=145 UniquePtJ=146 Length=399 GUID=09c17003-ddc1-4b6a-8e14-16c49b6abdb0 "Unique Name"=31 UniquePtI=153 UniquePtJ=154 Length=399 GUID=dfd7cc7e-1e7c-40e1-b3e4-ba33979a3fd0 "Unique Name"=25 UniquePtI=142 UniquePtJ=141 Length=399 GUID=b9cff163-d8c4-4732-bc1d-ab9e4cca08b4 "Unique Name"=29 UniquePtI=150 UniquePtJ=149 Length=399 GUID=fb4755fd-fe99-44d0-876b-67f5b9c4bdb4 "Unique Name"=79 UniquePtI=425 UniquePtJ=426 Length=267 GUID=4dfa3027-65d2-44a1-8530-6eff51ce5c0f "Unique Name"=80 UniquePtI=428 UniquePtJ=427 Length=351.9996 GUID=8abdc3a9-9383-4126-8172-eabd09352fd2 "Unique Name"=188 UniquePtI=430 UniquePtJ=429 Length=267 GUID=dd63d32a-a4b5-44de-be2a-8558661eaafb "Unique Name"=189 UniquePtI=431 UniquePtJ=432 Length=351.9996 GUID=c8b6a3c4-1ac8-4215-9768-fbc562fa08d2 "Unique Name"=190 UniquePtI=434 UniquePtJ=433 Length=267 GUID=a0c13ac5-5bf7-4134-9847-b981a718ced4 "Unique Name"=191 UniquePtI=436 UniquePtJ=435 Length=351.9996 GUID=fc473e3b-d58d-4e03-9feb-a0630a146bd7 "Unique Name"=192 UniquePtI=437 UniquePtJ=438 Length=351.9996 GUID=fa9f5259-0131-4cb6-9a44-469ecc9f3467 "Unique Name"=52 UniquePtI=158 UniquePtJ=130 Length=713.5368 GUID=014cec66-4d1e-4947-afd2-2cb1e631a262 "Unique Name"=54 UniquePtI=343 UniquePtJ=268 Length=709.1376 GUID=9d0f1cda-303f-4a3a-9341-ac7ad781eb14 TABLE: "FLOOR OBJECT CONNECTIVITY" "Unique Name"=15 UniquePt1=30 UniquePt2=27 UniquePt3=47 UniquePt4=48 Perimeter=1725.49936689698 Area=161709.287869193 GUID=cd8dd65d-7cbe-4621-9a56-04b9fd05e07e "Unique Name"=22 UniquePt1=131 UniquePt2=126 UniquePt3=88 UniquePt4=1760 Perimeter=432 Area=11664 GUID=14d02509-2684-4956-809d-42a3dff6c2d0 "Unique Name"=1 UniquePt1=14 UniquePt2=2 UniquePt3=4 UniquePt4=3 Perimeter=2807.44962500956 Area=491001.65946 GUID=39e1c583-0350-46f5-90dc-a854b56f2419 "Unique Name"=14 UniquePt1=1 UniquePt2=38 UniquePt3=43 UniquePt4=46 Perimeter=1062.49919999999 Area=70463.8898999983 GUID=d77aeb89-c32e-44f5-9a64-058250199797 "Unique Name"=10 UniquePt1=364 UniquePt2=365 UniquePt3=366 UniquePt4=367 Perimeter=3388.9992 Area=716171.6448 GUID=5e245e91-d70b-4871-921d-0421112b1a8f "Unique Name"=16 UniquePt1=368 UniquePt2=366 UniquePt3=369 UniquePt4=370 Perimeter=1998 Area=217638 GUID=da540470-9cf7-4c53-a67b-b319b09fa354 "Unique Name"=27 UniquePt1=374 UniquePt2=375 UniquePt3=376 UniquePt4=175 Perimeter=1963.0008 Area=240295.224199679 GUID=0f3389f7-b2de-478d-9981-26f880291bf9 "Unique Name"=28 UniquePt1=365 UniquePt2=377 UniquePt3=378 UniquePt4=379 Perimeter=2109 Area=277816.98939984 GUID=8bd86c8e-9f39-47d4-ad67-3ecb9b3de743 "Unique Name"=29 UniquePt1=379 UniquePt2=380 UniquePt3=381 UniquePt4=374 Perimeter=1979.9976 Area=215095.475200319 GUID=dc20a8a8-9122-46ab-b3cd-06ee3af2273f "Unique Name"=30 UniquePt1=169 UniquePt2=382 UniquePt3=383 UniquePt4=171 Perimeter=774 Area=32040 GUID=582b16f5-612d-4979-a40f-5cf16d96ad41 "Unique Name"=31 UniquePt1=171 UniquePt2=384 UniquePt3=385 UniquePt4=172 Perimeter=943.999200000001 Area=42239.9520000002 GUID=c10dacd7-208d-41b3-af46-24a2d5816d77 "Unique Name"=32 UniquePt1=169 UniquePt2=170 UniquePt3=386 UniquePt4=360 Perimeter=1063.9992 Area=63359.928 GUID=7262b763-6aaa-4987-9772-87ea3cbf75e0 "Unique Name"=33 UniquePt1=169 UniquePt2=360 UniquePt3=367 UniquePt4=382 Perimeter=600 Area=21600 GUID=a844f2e7-66c4-44e9-b535-595c0fb3a85d "Unique Name"=34 UniquePt1=384 UniquePt2=171 UniquePt3=383 UniquePt4=368 Perimeter=480.000000000001 Area=14400.0000000001 GUID=67e53a18-7a3f-4e94-a3fc-956c0569a123 "Unique Name"=35 UniquePt1=372 UniquePt2=172 UniquePt3=385 UniquePt4=370 Perimeter=652.000800000001 Area=24720.0480000001 GUID=9f64df73-643b-47d7-aed9-9a5e9065fe81 "Unique Name"=36 UniquePt1=170 UniquePt2=373 UniquePt3=371 UniquePt4=386 Perimeter=772.0008 Area=37080.072 GUID=543caa92-11b1-41b1-b479-634d847a02f6 "Unique Name"=37 UniquePt1=387 UniquePt2=388 UniquePt3=172 UniquePt4=170 Perimeter=1015.9992 Area=64346.8932 GUID=b1c75429-7807-4c55-a695-5c8d2dab5abb 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 496 "Unique Name"=38 UniquePt1=389 UniquePt2=390 UniquePt3=387 UniquePt4=169 Perimeter=498 Area=15318 GUID=3a9f7aa5-47bd-49a1-b219-fcb26f8f519b "Unique Name"=39 UniquePt1=390 UniquePt2=389 UniquePt3=171 UniquePt4=388 Perimeter=480 Area=14319 GUID=2a8e0e85-8d43-4592-b03e-16d58c685976 "Unique Name"=7 UniquePt1=170 UniquePt2=172 UniquePt3=362 UniquePt4=363 Perimeter=757.991833102995 Area=29902.9097192499 GUID=f2e4d1ac-91a6-4613-91cd-164c53892a35 "Unique Name"=26 UniquePt1=363 UniquePt2=362 UniquePt3=372 UniquePt4=373 Perimeter=722.008966897005 Area=25099.1970807501 GUID=fbd2e05f-4ded-4a2d-b2f8-476df84f20c9 "Unique Name"=49 UniquePt1=371 UniquePt2=30 UniquePt3=39 UniquePt4=364 Perimeter=3742.99928344851 Area=574501.361347285 GUID=62370216-2e72-46da-ba69-7d6d8f348f95 "Unique Name"=12 UniquePt1=16 UniquePt2=444 UniquePt3=62 UniquePt4=267 Perimeter=772.800400000287 Area=30067.25568 GUID=bc13b663-40ab-4cea-9e35-2473d730215e "Unique Name"=2 UniquePt1=24 UniquePt2=2050 UniquePt3=14 UniquePt4=2 Perimeter=7384.50076716275 Area=1204609.4901 Order=1 GUID=50026919-9be2-4840-882a-d5b36dbc8a21 "Unique Name"=2 UniquePt1=67 UniquePt2=11 UniquePt3=1 UniquePt4=38 Order=2 "Unique Name"=2 UniquePt1=39 UniquePt2=54 UniquePt3=56 UniquePt4=53 Order=3 "Unique Name"=5 UniquePt1=24 UniquePt2=14 UniquePt3=3 UniquePt4=4 Perimeter=11286.9508256019 Area=2336516.87289034 Order=1 GUID=b5d7b5da-0b2f-4033-aa65-a65a5f92a614 "Unique Name"=5 UniquePt1=2 UniquePt2=67 UniquePt3=12 UniquePt4=7 Order=2 "Unique Name"=5 UniquePt1=11 UniquePt2=1 UniquePt3=27 UniquePt4=31 Order=3 "Unique Name"=24 UniquePt1=7 UniquePt2=12 UniquePt3=67 UniquePt4=11 Perimeter=2992.0008 Area=559488.2976 GUID=f54335ca-e9c9-4af7-a91d-f7a1eeaad8cb TABLE: "NULL AREA OBJECT CONNECTIVITY" "Unique Name"=9 UniquePt1=44 UniquePt2=26 UniquePt3=28 UniquePt4=32 Perimeter=1126.0008 Area=73080.144 GUID=f9c04749-046b-4254-a68e-b6a5368fc1c5 "Unique Name"=6 UniquePt1=40 UniquePt2=41 UniquePt3=42 UniquePt4=49 Perimeter=1015.00200002219 Area=62926.32259944 Order=1 GUID=f6996025-4e62-4b0d-8d70-c1c0992fbae4 "Unique Name"=6 UniquePt1=50 Order=2 "Unique Name"=8 UniquePt1=5 UniquePt2=44 UniquePt3=45 UniquePt4=17 Perimeter=1732.0032 Area=117264.90480048 GUID=cc59d1e9-88c7-4231-9c4c-0792b4801ad1 "Unique Name"=11 UniquePt1=44 UniquePt2=18 UniquePt3=19 UniquePt4=45 Perimeter=998.0016 Area=55608.32999952 GUID=49150f22-b4f1-47ed-b24c-817d2106999d "Unique Name"=13 UniquePt1=35 UniquePt2=22 UniquePt3=36 UniquePt4=21 Perimeter=403.9992 Area=8679.91279968003 GUID=ccc69a69-7e07-42e5-84e6-7127ddf6adfb "Unique Name"=17 UniquePt1=55 UniquePt2=57 UniquePt3=52 UniquePt4=51 Perimeter=644.500799999973 Area=24123.0815999973 GUID=c4e81527-4413-4584-b66f-640f24f1db9a "Unique Name"=4 UniquePt1=1 UniquePt2=20 UniquePt3=23 UniquePt4=25 Perimeter=454.0008 Area=12870.0468 GUID=d66dffce-fd3e-4ce4-bad4-edc198476adc "Unique Name"=19 UniquePt1=267 UniquePt2=62 UniquePt3=79 UniquePt4=1637 Perimeter=474 Area=13932 GUID=889935df-6054-45ae-996c-55240ce14216 "Unique Name"=20 UniquePt1=62 UniquePt2=78 UniquePt3=1638 UniquePt4=79 Perimeter=717.9984 Area=29669.8968 GUID=218c887f-8bc8-4a4e-aa7c-19c8d5e36922 "Unique Name"=21 UniquePt1=126 UniquePt2=131 UniquePt3=1777 UniquePt4=134 Perimeter=676.0008 Area=24840.0432 GUID=2a1f1e85-2546-4c1e-b2ff-6d75927e838c "Unique Name"=44 UniquePt1=404 UniquePt2=405 UniquePt3=406 UniquePt4=407 Perimeter=792 Area=37440 GUID=a6abda4d-909b-4f1b-ad33-322f8883e987 "Unique Name"=46 UniquePt1=412 UniquePt2=413 UniquePt3=414 UniquePt4=415 Perimeter=648 Area=24480 GUID=183e8dd9-02cf-4468-85ab-9ff121bba41f "Unique Name"=40 UniquePt1=191 UniquePt2=391 UniquePt3=392 UniquePt4=393 Perimeter=766.0008 Area=36462.0708 GUID=4749a86c-93d0-4828-a6bc-c0152eee8940 "Unique Name"=41 UniquePt1=375 UniquePt2=376 UniquePt3=175 UniquePt4=394 Perimeter=1963.0008 Area=207379.09939968 Order=1 GUID=71d2aedc-a5d9-4fd0-bf79-948ac044aeb8 "Unique Name"=41 UniquePt1=395 UniquePt2=396 Order=2 "Unique Name"=42 UniquePt1=397 UniquePt2=398 UniquePt3=399 UniquePt4=400 Perimeter=903.000000000001 Area=41310.0000000001 GUID=a1128642-29fe-4243-8c52-b7aa67f7bcfb 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 497 "Unique Name"=43 UniquePt1=401 UniquePt2=247 UniquePt3=402 UniquePt4=403 Perimeter=432 Area=10764 GUID=1c348376-4af9-4f47-a939-db4d7678eb89 "Unique Name"=47 UniquePt1=416 UniquePt2=394 UniquePt3=369 UniquePt4=417 Perimeter=724.9992 Area=32735.9232 GUID=bf973d97-4894-417d-ac03-2058be12cdd6 "Unique Name"=48 UniquePt1=365 UniquePt2=418 UniquePt3=247 UniquePt4=419 Perimeter=1068.9984 Area=69419.7504 GUID=eb66df76-28c0-45cf-96b7-ce80a281b036 "Unique Name"=45 UniquePt1=408 UniquePt2=409 UniquePt3=410 UniquePt4=411 Perimeter=595.2 Area=19094.4 GUID=e20523c4-cb8d-43ba-b790-7ffdf31df5d0 "Unique Name"=50 UniquePt1=344 UniquePt2=421 UniquePt3=33 UniquePt4=116 Perimeter=248.774233102995 Area=3771.87239170783 GUID=4a5e4186-5587-4bee-ac01-d40f501e0f13 "Unique Name"=18 UniquePt1=62 UniquePt2=444 UniquePt3=238 UniquePt4=78 Perimeter=1016.79880000029 Area=64031.83296 GUID=84ae11ff-f4c3-4c69-b1e7-4d26c7e14f5c "Unique Name"=3 UniquePt1=355 UniquePt2=354 UniquePt3=88 UniquePt4=29 Perimeter=854.785500867494 Area=38322.30628 GUID=051c2fa6-20be-49b0-89b7-900f98cb7910 "Unique Name"=23 UniquePt1=351 UniquePt2=422 UniquePt3=139 UniquePt4=134 Perimeter=898.785100740568 Area=44908.88249702 GUID=2584b7da-8f14-479e-aab4-04961934a1c4 "Unique Name"=25 UniquePt1=422 UniquePt2=355 UniquePt3=29 UniquePt4=139 Perimeter=718.800000000534 Area=17964 GUID=015bb851-d593-472d-bec6-68922822ba96 TABLE: "STRIP OBJECT CONNECTIVITY" Name=CSA1 "Number Segments"=1 "Strip Start Point"=15 "Segment End Point"=92 "Start Width Left"=72 "Start Width Right"=72 "End Width Left"=72 "End Width Right"=72 "Auto Widen"=No Layer=A GUID=11f85419-5ee6-4f2c-9172- 13aae78a9a66 Name=CSA10 "Number Segments"=1 "Strip Start Point"=109 "Segment End Point"=110 "Start Width Left"=156 "Start Width Right"=120 "End Width Left"=156 "End Width Right"=120 "Auto Widen"=No Layer=A GUID=067bd7c2-84c9-4896-90db- be9151c3680b Name=CSA11 "Number Segments"=1 "Strip Start Point"=111 "Segment End Point"=112 "Start Width Left"=0 "Start Width Right"=90 "End Width Left"=0 "End Width Right"=90 "Auto Widen"=No Layer=A GUID=09198699-86d3-46f3-b169- 4574d8d9e4e4 Name=CSA12 "Number Segments"=1 "Strip Start Point"=113 "Segment End Point"=114 "Start Width Left"=60 "Start Width Right"=60 "End Width Left"=60 "End Width Right"=60 "Auto Widen"=No Layer=A GUID=6289da49-b061-43c3-b9ff- b39aa518165e Name=CSA2 "Number Segments"=1 "Strip Start Point"=93 "Segment End Point"=94 "Start Width Left"=60 "Start Width Right"=84 "End Width Left"=60 "End Width Right"=84 "Auto Widen"=No Layer=A GUID=6c281a8a-0ddc-4715-a99e- c7fb1a9d6fe3 Name=CSA3 "Number Segments"=1 "Strip Start Point"=95 "Segment End Point"=96 "Start Width Left"=60 "Start Width Right"=60 "End Width Left"=60 "End Width Right"=60 "Auto Widen"=No Layer=A GUID=d138593b-c47f-4f9e-b188- be54a5248b32 Name=CSA4 "Number Segments"=1 "Strip Start Point"=97 "Segment End Point"=98 "Start Width Left"=198 "Start Width Right"=192 "End Width Left"=198 "End Width Right"=192 "Auto Widen"=No Layer=A GUID=58dddc89-1fdc-4466-934d- 8f0b13a004dd Name=CSA5 "Number Segments"=1 "Strip Start Point"=99 "Segment End Point"=100 "Start Width Left"=144 "Start Width Right"=288 "End Width Left"=144 "End Width Right"=288 "Auto Widen"=No Layer=A GUID=cdcc5212-d50a-4f33-b23c- e3e055fd1ed3 Name=CSA6 "Number Segments"=1 "Strip Start Point"=101 "Segment End Point"=102 "Start Width Left"=60 "Start Width Right"=60 "End Width Left"=60 "End Width Right"=60 "Auto Widen"=No Layer=A GUID=17423840-ba32-4858-9cb1- a6d2f234bce2 Name=CSA7 "Number Segments"=1 "Strip Start Point"=103 "Segment End Point"=104 "Start Width Left"=60 "Start Width Right"=60 "End Width Left"=60 "End Width Right"=60 "Auto Widen"=No Layer=A GUID=0a090301-d528-4147-adb5- 3733fd7ec823 Name=CSA8 "Number Segments"=1 "Strip Start Point"=105 "Segment End Point"=106 "Start Width Left"=126 "Start Width Right"=72 "End Width Left"=126 "End Width Right"=72 "Auto Widen"=No Layer=A GUID=fbd44a22-b6a8-4a3d-a2fa- 796c46380841 Name=CSA9 "Number Segments"=1 "Strip Start Point"=107 "Segment End Point"=108 "Start Width Left"=84 "Start Width Right"=120 "End Width Left"=84 "End Width Right"=120 "Auto Widen"=No Layer=A GUID=1863dd70-cb7d-41d9-8471- 35f91809099a 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 498 Name=CSB1 "Number Segments"=1 "Strip Start Point"=34 "Segment End Point"=9 "Start Width Left"=180 "Start Width Right"=42 "End Width Left"=180 "End Width Right"=42 "Auto Widen"=No Layer=B GUID=4bc1bb10-6766-4925-a3f2- a92849238ab5 Name=CSN1 "Number Segments"=1 "Strip Start Point"=439 "Segment End Point"=440 "Start Width Left"=300 "Start Width Right"=240 "End Width Left"=300 "End Width Right"=240 "Auto Widen"=No Layer=Other GUID=735b2421-48fc-45b0-903c- f9834c4ce519 Name=CSN2 "Number Segments"=1 "Strip Start Point"=63 "Segment End Point"=66 "Start Width Left"=360 "Start Width Right"=360 "End Width Left"=360 "End Width Right"=360 "Auto Widen"=No Layer=Other GUID=cc7f067d-dd9c-4d73-a396- 4c3d41b278f8 Name=CSN3 "Number Segments"=1 "Strip Start Point"=443 "Segment End Point"=68 "Start Width Left"=360 "Start Width Right"=360 "End Width Left"=360 "End Width Right"=360 "Auto Widen"=No Layer=Other GUID=5fea902b-34b4-4535-b9e5- 8c1b805ea74b Name=CSN4 "Number Segments"=1 "Strip Start Point"=69 "Segment End Point"=70 "Start Width Left"=324 "Start Width Right"=324 "End Width Left"=324 "End Width Right"=324 "Auto Widen"=No Layer=Other GUID=4d604388-10fd-488d-a962- 44df9bbeae0c Name=CSN5 "Number Segments"=1 "Strip Start Point"=71 "Segment End Point"=72 "Start Width Left"=324 "Start Width Right"=324 "End Width Left"=324 "End Width Right"=324 "Auto Widen"=No Layer=Other GUID=690fd77c-192f-43e5-845b- d4ebb5350c36 Name=CSN6 "Number Segments"=1 "Strip Start Point"=441 "Segment End Point"=442 "Start Width Left"=360 "Start Width Right"=288 "End Width Left"=360 "End Width Right"=288 "Auto Widen"=No Layer=Other GUID=ac71bce3-6f79-49d4-a0f9- a2c216c8ce7c Name=SA2 "Number Segments"=1 "Strip Start Point"=76 "Segment End Point"=77 "Start Width Left"=40.8 "Start Width Right"=60 "End Width Left"=40.8 "End Width Right"=60 "Auto Widen"=No Layer=A GUID=68871bd5-f813-4ca3-b6c4- 169c5f5ac104 Name=SA3 "Number Segments"=1 "Strip Start Point"=127 "Segment End Point"=476 "Start Width Left"=60 "Start Width Right"=60 "End Width Left"=60 "End Width Right"=60 "Auto Widen"=No Layer=A GUID=f3ffd1ef-118c-4008-84a7- 3f7be6cf312c Name=SA4 "Number Segments"=1 "Strip Start Point"=477 "Segment End Point"=478 "Start Width Left"=60 "Start Width Right"=36 "End Width Left"=60 "End Width Right"=36 "Auto Widen"=No Layer=A GUID=8775d3ff -5b05-45a2-b654- f832dbd634c9 Name=SA5 "Number Segments"=1 "Strip Start Point"=479 "Segment End Point"=480 "Start Width Left"=60 "Start Width Right"=40.8 "End Width Left"=60 "End Width Right"=40.8 "Auto Widen"=No Layer=A GUID=1ce68426-bf05-46e0-baa6- faf6a0763bf9 Name=SA6 "Number Segments"=1 "Strip Start Point"=481 "Segment End Point"=482 "Start Width Left"=84 "Start Width Right"=60 "End Width Left"=84 "End Width Right"=60 "Auto Widen"=No Layer=A GUID=b8df7b94-f664-44b8-bb47- 595091e7f8b3 Name=SA7 "Number Segments"=1 "Strip Start Point"=483 "Segment End Point"=484 "Start Width Left"=60 "Start Width Right"=84 "End Width Left"=60 "End Width Right"=84 "Auto Widen"=No Layer=A GUID=9a62411d-74ce-4dae-b52c- 8652a56d8553 Name=SA8 "Number Segments"=1 "Strip Start Point"=485 "Segment End Point"=486 "Start Width Left"=60 "Start Width Right"=60 "End Width Left"=60 "End Width Right"=60 "Auto Widen"=No Layer=A GUID=cd48de67-f186-40f7-82bb- 2b9fb6e26282 Name=SA9 "Number Segments"=1 "Strip Start Point"=487 "Segment End Point"=488 "Start Width Left"=60 "Start Width Right"=36 "End Width Left"=60 "End Width Right"=36 "Auto Widen"=No Layer=A GUID=155d34b7-6bb9-4c5b-9e31- bf62805d3a27 Name=SB1 "Number Segments"=1 "Strip Start Point"=10 "Segment End Point"=13 "Start Width Left"=138 "Start Width Right"=0 "End Width Left"=138 "End Width Right"=0 "Auto Widen"=No Layer=B GUID=65b00543-6264-491a-a064- 4dea15f89b59 Name=SB10 "Number Segments"=1 "Strip Start Point"=353 "Segment End Point"=445 "Start Width Left"=60 "Start Width Right"=44.4 "End Width Left"=60 "End Width Right"=44.4 "Auto Widen"=No Layer=B GUID=835bdc51-b660-485d-8e43- 224c7a39190a Name=SB11 "Number Segments"=1 "Strip Start Point"=517 "Segment End Point"=518 "Start Width Left"=60 "Start Width Right"=180 "End Width Left"=60 "End Width Right"=180 "Auto Widen"=No Layer=B GUID=c84e2e37-5943-4f60-9304- b092b9391516 Name=SB3 "Number Segments"=1 "Strip Start Point"=59 "Segment End Point"=60 "Start Width Left"=60 "Start Width Right"=60 "End Width Left"=60 "End Width Right"=60 "Auto Widen"=No Layer=B GUID=93191f0a-0bd1-469c-8c71- 7b23c1bd1096 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 499 Name=SB4 "Number Segments"=1 "Strip Start Point"=8 "Segment End Point"=61 "Start Width Left"=0 "Start Width Right"=153.6 "End Width Left"=0 "End Width Right"=153.6 "Auto Widen"=No Layer=B GUID=124e898a-e354-4702-9144- 1369971317af Name=SB5 "Number Segments"=1 "Strip Start Point"=243 "Segment End Point"=245 "Start Width Left"=108 "Start Width Right"=60 "End Width Left"=108 "End Width Right"=60 "Auto Widen"=No Layer=B GUID=bf6ac018-1af7-4b85-a477- 47d99b7acc2d Name=SB6 "Number Segments"=1 "Strip Start Point"=64 "Segment End Point"=65 "Start Width Left"=24 "Start Width Right"=180 "End Width Left"=24 "End Width Right"=180 "Auto Widen"=No Layer=B GUID=0ce8329e-d864-4043-a2de- 5c380ab04cc1 Name=SB9 "Number Segments"=1 "Strip Start Point"=350 "Segment End Point"=352 "Start Width Left"=48 "Start Width Right"=60 "End Width Left"=48 "End Width Right"=60 "Auto Widen"=No Layer=B GUID=86f91a23-8c13-4dde-bc5f- ef435fc502b4 TABLE: "DIMENSION LINE OBJECT GEOMETRY" Type=Default "Grid System"=GLOBAL "Drawn X1"=3118 "Drawn Y1"=0 "Drawn X2"=3118 "Drawn Y2"=156 "Display X1"=3166 "Display Y1"=0 "Display X2"=3166 "Display Y2"=156 Length=156 GUID=387af820-c433-4317-896b-feb8d5e337cd Type=Default "Grid System"=GLOBAL "Drawn X1"=3118 "Drawn Y1"=156 "Drawn X2"=3118 "Drawn Y2"=516 "Display X1"=3166 "Display Y1"=156 "Display X2"=3166 "Display Y2"=516 Length=360 GUID=4739abea-81bc-4c2f-99c8- d9c47ab6cae9 Type=Default "Grid System"=GLOBAL "Drawn X1"=3118 "Drawn Y1"=516 "Drawn X2"=3118 "Drawn Y2"=696 "Display X1"=3166 "Display Y1"=516 "Display X2"=3166 "Display Y2"=696 Length=180 GUID=ada8c687-005f-4f63-9a71- 4f85b76bbb86 Type=Default "Grid System"=GLOBAL "Drawn X1"=3118 "Drawn Y1"=696 "Drawn X2"=3118 "Drawn Y2"=876 "Display X1"=3166 "Display Y1"=696 "Display X2"=3166 "Display Y2"=876 Length=180 GUID=c0a934b1-4408-4728-9e7f- 5f8ca5b6409b Type=Default "Grid System"=GLOBAL "Drawn X1"=3118 "Drawn Y1"=876 "Drawn X2"=3118 "Drawn Y2"=909 "Display X1"=3166 "Display Y1"=876 "Display X2"=3166 "Display Y2"=909 Length=33 GUID=8dcfd781-f67e-4f3a-ac0f-869c39b25b32 Type=Default "Grid System"=GLOBAL "Drawn X1"=3118 "Drawn Y1"=909 "Drawn X2"=3118 "Drawn Y2"=1236 "Display X1"=3166 "Display Y1"=909 "Display X2"=3166 "Display Y2"=1236 Length=327 GUID=865987fa-3309-494d-842e- 81fd0a219ae3 Type=Default "Grid System"=GLOBAL "Drawn X1"=3118 "Drawn Y1"=1236 "Drawn X2"=3118 "Drawn Y2"=1420 "Display X1"=3166 "Display Y1"=1236 "Display X2"=3166 "Display Y2"=1420 Length=184 GUID=da492dd1-4d19-42b7-acab- 60140e02ea78 Type=Default "Grid System"=GLOBAL "Drawn X1"=0 "Drawn Y1"=1420 "Drawn X2"=470 "Drawn Y2"=1420 "Display X1"=0 "Display Y1"=1468 "Display X2"=470 "Display Y2"=1468 Length=470 GUID=1435644b-86d9-4a6d-94e3-5bfde13852f5 Type=Default "Grid System"=GLOBAL "Drawn X1"=470 "Drawn Y1"=1420 "Drawn X2"=808 "Drawn Y2"=1420 "Display X1"=470 "Display Y1"=1468 "Display X2"=808 "Display Y2"=1468 Length=338 GUID=1c039774-20d7-4a66-9997- 6c5d3f81fe4a Type=Default "Grid System"=GLOBAL "Drawn X1"=808 "Drawn Y1"=1420 "Drawn X2"=1168 "Drawn Y2"=1420 "Display X1"=808 "Display Y1"=1468 "Display X2"=1168 "Display Y2"=1468 Length=360 GUID=3388d2b3-6b32-4e0d-8b8d- 23fa44b8cbec Type=Default "Grid System"=GLOBAL "Drawn X1"=1168 "Drawn Y1"=1420 "Drawn X2"=1506 "Drawn Y2"=1420 "Display X1"=1168 "Display Y1"=1468 "Display X2"=1506 "Display Y2"=1468 Length=338 GUID=0da0423a-f3f9-4e3e-aa67- 630ba03a8796 Type=Default "Grid System"=GLOBAL "Drawn X1"=1506 "Drawn Y1"=1420 "Drawn X2"=1999 "Drawn Y2"=1420 "Display X1"=1506 "Display Y1"=1468 "Display X2"=1999 "Display Y2"=1468 Length=493 GUID=c83dac64-7017-4448-82e4- 397bc670124f Type=Default "Grid System"=GLOBAL "Drawn X1"=1999 "Drawn Y1"=1420 "Drawn X2"=2337 "Drawn Y2"=1420 "Display X1"=1999 "Display Y1"=1468 "Display X2"=2337 "Display Y2"=1468 Length=338 GUID=184bbe5c -7bfc-49ea-84f3- 011bbf23135d Type=Default "Grid System"=GLOBAL "Drawn X1"=2337 "Drawn Y1"=1420 "Drawn X2"=2675 "Drawn Y2"=1420 "Display X1"=2337 "Display Y1"=1468 "Display X2"=2675 "Display Y2"=1468 Length=338 GUID=e0ce67ac -6925-4ba6-b42f- 7e28358ac21e Type=Default "Grid System"=GLOBAL "Drawn X1"=2675 "Drawn Y1"=1420 "Drawn X2"=2839 "Drawn Y2"=1420 "Display X1"=2675 "Display Y1"=1468 "Display X2"=2839 "Display Y2"=1468 Length=164 GUID=e97a4cf1-f145-46e7-89d0- 949d2db42860 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 500 Type=Default "Grid System"=GLOBAL "Drawn X1"=2839 "Drawn Y1"=1420 "Drawn X2"=3118 "Drawn Y2"=1420 "Display X1"=2839 "Display Y1"=1468 "Display X2"=3118 "Display Y2"=1468 Length=279 GUID=fe6dbabf -ab57-43a9-97e9- 400a687d2464 TABLE: "JOINT LOADS ASSIGNMENTS - FORCE" TABLE: "FRAME ASSIGNMENTS - SUMMARY" UniqueName=51 "Design Type"=Beam Length=38.0004 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=BW3 "Design Type"=Beam Length=210 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=BW4 "Design Type"=Beam Length=147.9996 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=92 "Design Type"=Beam Length=71.334 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=93 "Design Type"=Beam Length=71.3328 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=94 "Design Type"=Beam Length=71.3328 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=95 "Design Type"=Beam Length=71.3339999999999 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=104 "Design Type"=Beam Length=71.3328000000001 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=105 "Design Type"=Beam Length=71.3339999999998 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=106 "Design Type"=Beam Length=71.3328000000001 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=107 "Design Type"=Beam Length=71.3339999999998 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=98 "Design Type"=Beam Length=71.334 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=99 "Design Type"=Beam Length=71.3328 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=100 "Design Type"=Beam Length=71.3328 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=101 "Design Type"=Beam Length=71.3339999999999 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=110 "Design Type"=Beam Length=71.3328000000001 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=111 "Design Type"=Beam Length=71.3339999999998 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=112 "Design Type"=Beam Length=71.3328000000001 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=113 "Design Type"=Beam Length=71.3339999999998 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=91 "Design Type"=Beam Length=83.3328 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=97 "Design Type"=Beam Length=83.3328 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=103 "Design Type"=Beam Length=83.3339999999998 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=109 "Design Type"=Beam Length=83.3339999999998 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=115 "Design Type"=Beam Length=93.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=116 "Design Type"=Beam Length=81.4992 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 501 UniqueName=117 "Design Type"=Beam Length=81.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=118 "Design Type"=Beam Length=81.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=119 "Design Type"=Beam Length=81.4992 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=120 "Design Type"=Beam Length=93.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=127 "Design Type"=Beam Length=93.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=128 "Design Type"=Beam Length=81.4992 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=129 "Design Type"=Beam Length=81.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=130 "Design Type"=Beam Length=81.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=131 "Design Type"=Beam Length=81.4992 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=132 "Design Type"=Beam Length=93.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=96 "Design Type"=Beam Length=83.3328 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=102 "Design Type"=Beam Length=83.3328 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=108 "Design Type"=Beam Length=83.3328000000001 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=114 "Design Type"=Beam Length=83.3328000000001 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=121 "Design Type"=Beam Length=93.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=122 "Design Type"=Beam Length=81.4992 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=123 "Design Type"=Beam Length=81.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=124 "Design Type"=Beam Length=81.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=125 "Design Type"=Beam Length=81.4992 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=126 "Design Type"=Beam Length=93.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=133 "Design Type"=Beam Length=93.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=134 "Design Type"=Beam Length=81.4992 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=135 "Design Type"=Beam Length=81.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=136 "Design Type"=Beam Length=81.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=137 "Design Type"=Beam Length=81.4992 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=138 "Design Type"=Beam Length=93.5004 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=1 "Design Type"=Beam Length=291 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=2 "Design Type"=Beam Length=291 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 502 UniqueName=3 "Design Type"=Beam Length=267 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=4 "Design Type"=Beam Length=159 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=5 "Design Type"=Beam Length=38.0003999999999 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=6 "Design Type"=Beam Length=294 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=7 "Design Type"=Beam Length=351.9996 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=8 "Design Type"=Beam Length=154.0008 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=9 "Design Type"=Beam Length=48 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=10 "Design Type"=Beam Length=31.9992 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=11 "Design Type"=Beam Length=240 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=12 "Design Type"=Beam Length=189.5004 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=13 "Design Type"=Beam Length=72 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=14 "Design Type"=Beam Length=192 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=24 "Design Type"=Beam Length=216.4992 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=32 "Design Type"=Beam Length=192 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=33 "Design Type"=Beam Length=308.0004 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=34 "Design Type"=Beam Length=369 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=35 "Design Type"=Beam Length=267 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=36 "Design Type"=Beam Length=276 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=37 "Design Type"=Beam Length=150 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=38 "Design Type"=Beam Length=264 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=39 "Design Type"=Beam Length=69.9995999999996 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=40 "Design Type"=Beam Length=156 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=41 "Design Type"=Beam Length=134.000400000001 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=42 "Design Type"=Beam Length=384 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=43 "Design Type"=Beam Length=60 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=44 "Design Type"=Beam Length=192 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=45 "Design Type"=Beam Length=291.9996 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=46 "Design Type"=Beam Length=504 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 503 UniqueName=77 "Design Type"=Beam Length=197.5008 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=78 "Design Type"=Beam Length=208.0008 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=81 "Design Type"=Beam Length=6 "Analysis Section"=BEAM1 "Design Section"=BEAM1 "Max Station Spacing"=24 UniqueName=X03A "Design Type"=Beam Length=337.9992 "Analysis Section"="W_28""_8ksi-W" "Design Section"="W_28""_8ksi-W" "Max Station Spacing"=24 UniqueName=198 "Design Type"=Beam Length=63.5004000000679 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=199 "Design Type"=Beam Length=63.4992000000002 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=200 "Design Type"=Beam Length=63.500400000042 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=201 "Design Type"=Beam Length=63.5004000000675 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=202 "Design Type"=Beam Length=63.4992000000002 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=203 "Design Type"=Beam Length=63.500400000042 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=204 "Design Type"=Beam Length=63.5004000000679 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=205 "Design Type"=Beam Length=63.4992000000002 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=206 "Design Type"=Beam Length=63.500400000042 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=207 "Design Type"=Beam Length=63.5004000000675 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=208 "Design Type"=Beam Length=63.4992000000002 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=209 "Design Type"=Beam Length=63.500400000042 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=210 "Design Type"=Beam Length=77.6663165514976 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=211 "Design Type"=Beam Length=77.6664 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=212 "Design Type"=Beam Length=77.6676 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=213 "Design Type"=Beam Length=77.6664000000001 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=214 "Design Type"=Beam Length=77.6663999999998 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=215 "Design Type"=Beam Length=77.6664834485025 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=216 "Design Type"=Beam Length=77.6663165514976 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=217 "Design Type"=Beam Length=77.6664 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=218 "Design Type"=Beam Length=77.6676 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=219 "Design Type"=Beam Length=77.6664000000001 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=220 "Design Type"=Beam Length=77.6663999999998 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 UniqueName=221 "Design Type"=Beam Length=77.6664834485025 "Analysis Section"=Dummy "Design Section"=Dummy "Max Station Spacing"=24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 504 UniqueName=BW1 "Design Type"=Beam Length=3314.24999999999 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=BW2 "Design Type"=Beam Length=1286.4996 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=BW5 "Design Type"=Beam Length=3104.24999999999 "Analysis Section"="W_16""_5ksi (FND)-W" "Design Section"="W_16""_5ksi (FND)-W" "Max Station Spacing"=24 UniqueName=Y03 "Design Type"=Beam Length=69 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi- W" "Max Station Spacing"=24 UniqueName=X08 "Design Type"=Beam Length=128.0004 "Analysis Section"="W_28""_8ksi-W" "Design Section"="W_28""_8ksi-W" "Max Station Spacing"=24 UniqueName=X07 "Design Type"=Beam Length=150 "Analysis Section"="W_28""_8ksi-W" "Design Section"="W_28""_8ksi- W" "Max Station Spacing"=24 UniqueName=X01A "Design Type"=Beam Length=122 "Analysis Section"="W_20""_8ksi-W" "Design Section"="W_20""_8ksi-W" "Max Station Spacing"=24 UniqueName=X01B "Design Type"=Beam Length=156 "Analysis Section"="W_20""_8ksi-W" "Design Section"="W_20""_8ksi-W" "Max Station Spacing"=24 UniqueName=Y07 "Design Type"=Beam Length=407.385100000196 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=X05B "Design Type"=Beam Length=128.000000867227 "Analysis Section"="W_20""_8ksi-W" "Design Section"="W_20""_8ksi-W" "Max Station Spacing"=24 UniqueName=X05A "Design Type"=Beam Length=150.000000740033 "Analysis Section"="W_20""_8ksi-W" "Design Section"="W_20""_8ksi-W" "Max Station Spacing"=24 UniqueName=Y08 "Design Type"=Beam Length=407.3851 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=Y05 "Design Type"=Beam Length=407.400000000196 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=Y01A "Design Type"=Beam Length=278.400000000287 "Analysis Section"="W_24""_8ksi-W" "Design Section"="W_24""_8ksi-W" "Max Station Spacing"=24 UniqueName=15 "Design Type"=Null Length=720.0276 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=16 "Design Type"=Null Length=661.7496 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=17 "Design Type"=Null Length=712.6956 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=19 "Design Type"=Null Length=662.0004 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=21 "Design Type"=Null Length=661.750024102879 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=22 "Design Type"=Null Length=662.0004 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=26 "Design Type"=Null Length=337.9992 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=30 "Design Type"=Null Length=338.0004 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=23 "Design Type"=Null Length=337.9992 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=28 "Design Type"=Null Length=338.0004 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=27 "Design Type"=Null Length=399 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=31 "Design Type"=Null Length=399 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=25 "Design Type"=Null Length=399 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=29 "Design Type"=Null Length=399 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=79 "Design Type"=Null Length=267 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=80 "Design Type"=Null Length=351.9996 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=188 "Design Type"=Null Length=267 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=189 "Design Type"=Null Length=351.9996 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=190 "Design Type"=Null Length=267 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=191 "Design Type"=Null Length=351.9996 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=192 "Design Type"=Null Length=351.9996 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=52 "Design Type"=Null Length=713.5368 "Design Section"=N/A "Max Station Spacing"=24 UniqueName=54 "Design Type"=Null Length=709.1376 "Design Section"=N/A "Max Station Spacing"=24 TABLE: "FRAME ASSIGNMENTS - SECTION PROPERTIES" UniqueName=51 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=BW3 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=BW4 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=92 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 505 UniqueName=93 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=94 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=95 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=104 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=105 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=106 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=107 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=98 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=99 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=100 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=101 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=110 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=111 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=112 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=113 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=91 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=97 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=103 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=109 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=115 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=116 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=117 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=118 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=119 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=120 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=127 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=128 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=129 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=130 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=131 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=132 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=96 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=102 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=108 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=114 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=121 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=122 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=123 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=124 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=125 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=126 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=133 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=134 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=135 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=136 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=137 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=138 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=1 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=2 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=3 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=4 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=5 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=6 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=7 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=8 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=9 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=10 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi -W" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 506 UniqueName=11 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=12 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=13 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=14 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=24 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=32 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=33 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=34 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=35 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=36 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=37 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=38 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=39 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=40 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=41 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=42 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=43 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=44 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=45 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=46 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=77 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=78 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=81 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=BEAM1 UniqueName=X03A Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_28""_8ksi-W" UniqueName=198 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=199 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=200 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=201 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=202 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=203 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=204 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=205 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=206 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=207 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=208 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=209 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=210 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=211 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=212 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=213 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=214 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=215 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=216 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=217 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=218 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=219 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=220 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=221 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"=Dummy UniqueName=BW1 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=BW2 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=BW5 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_16""_5ksi (FND)-W" UniqueName=Y03 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=X08 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_28""_8ksi-W" UniqueName=X07 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_28""_8ksi-W" UniqueName=X01A Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_20""_8ksi-W" UniqueName=X01B Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_20""_8ksi-W" UniqueName=Y07 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 507 UniqueName=X05B Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_20""_8ksi-W" UniqueName=X05A Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_20""_8ksi-W" UniqueName=Y08 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=Y05 Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=Y01A Shape="Concrete Rectangular" "Auto Select List"=N.A. "Section Property"="W_24""_8ksi-W" UniqueName=15 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=16 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=17 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=19 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=21 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=22 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=26 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=30 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=23 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=28 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=27 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=31 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=25 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=29 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=79 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=80 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=188 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=189 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=190 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=191 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=192 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=52 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None UniqueName=54 Shape=N.A. "Auto Select List"=N.A. "Section Property"=None TABLE: "FRAME ASSIGNMENTS - END LENGTH OFFSETS" UniqueName=51 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=BW3 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=BW4 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=92 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=93 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=94 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=95 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=104 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=105 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=106 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=107 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=98 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=99 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=100 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=101 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=110 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=111 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=112 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=113 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=91 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=97 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=103 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=109 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=115 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=116 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=117 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=118 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 508 UniqueName=119 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=120 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=127 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=128 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=129 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=130 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=131 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=132 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=96 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=102 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=108 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=114 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=121 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=122 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=123 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=124 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=125 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=126 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=133 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=134 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=135 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=136 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=137 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=138 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=1 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=2 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=3 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=4 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=5 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=6 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=7 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=8 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=9 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=10 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=11 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=12 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=13 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=14 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=24 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=32 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=33 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=34 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=35 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=36 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=37 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=38 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=39 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=40 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=41 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=42 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=43 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=44 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=45 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=46 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=77 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=78 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=81 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 509 UniqueName=X03A "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=198 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=199 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=200 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=201 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=202 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=203 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=204 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=205 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=206 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=207 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=208 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=209 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=210 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=211 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=212 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=213 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=214 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=215 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=216 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=217 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=218 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=219 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=220 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=221 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=BW1 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=BW2 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=BW5 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=Y03 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=X08 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=X07 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=X01A "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=X01B "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=Y07 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=X05B "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=X05A "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=Y08 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=Y05 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=Y01A "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=15 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=16 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=17 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=19 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=21 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=22 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=26 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=30 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=23 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=28 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=27 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=31 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=25 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=29 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=79 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=80 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=188 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=189 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 510 UniqueName=190 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=191 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=192 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=52 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=54 "Offset Option"=Auto "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto TABLE: "FRAME ASSIGNMENTS - INSERTION POINT" UniqueName=51 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=BW3 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=BW4 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=92 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=93 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=94 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=95 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=104 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=105 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=106 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=107 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=98 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=99 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=100 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=101 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=110 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=111 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=112 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=113 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=91 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=97 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=103 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=109 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=115 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=116 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=117 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=118 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=119 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=120 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=127 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=128 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=129 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=130 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=131 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=132 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=96 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=102 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=108 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=114 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=121 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=122 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=123 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=124 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=125 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=126 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=133 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=134 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=135 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=136 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=137 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 511 UniqueName=138 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=1 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=2 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=3 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=4 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=5 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=6 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=7 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=8 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=9 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=10 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=11 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=12 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=13 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=14 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=24 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=32 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=33 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=34 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=35 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=36 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=37 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=38 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=39 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=40 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=41 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=42 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=43 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=44 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=45 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=46 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=77 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=78 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=81 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=X03A "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=198 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=199 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=200 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=201 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=202 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=203 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=204 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=205 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=206 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=207 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=208 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=209 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=210 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=211 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=212 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=213 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=214 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=215 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=216 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=217 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=218 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=219 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 512 UniqueName=220 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=221 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=BW1 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=BW2 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=BW5 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=Y03 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=X08 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=X07 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=X01A "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=X01B "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=Y07 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=X05B "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=X05A "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=Y08 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=Y05 "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=Y01A "Cardinal Point"="2 (Bottom Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=15 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=16 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=17 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=19 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=21 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=22 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=26 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=30 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=23 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=28 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=27 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=31 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=25 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=29 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=79 "Cardinal Point"="10 (Centroid)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=80 "Cardinal Point"="10 (Centroid)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=188 "Cardinal Point"="10 (Centroid)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=189 "Cardinal Point"="10 (Centroid)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=190 "Cardinal Point"="10 (Centroid)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=191 "Cardinal Point"="10 (Centroid)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=192 "Cardinal Point"="10 (Centroid)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=52 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes UniqueName=54 "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=Yes TABLE: "FRAME ASSIGNMENTS - OUTPUT STATIONS" UniqueName=51 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=BW3 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=BW4 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=92 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=93 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=94 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=95 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=104 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=105 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=106 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=107 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=98 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=99 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=100 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=101 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=110 "Station Option"="Max Spacing" "Max Spacing"=24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 513 UniqueName=111 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=112 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=113 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=91 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=97 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=103 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=109 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=115 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=116 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=117 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=118 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=119 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=120 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=127 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=128 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=129 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=130 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=131 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=132 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=96 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=102 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=108 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=114 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=121 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=122 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=123 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=124 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=125 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=126 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=133 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=134 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=135 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=136 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=137 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=138 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=1 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=2 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=3 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=4 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=5 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=6 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=7 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=8 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=9 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=10 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=11 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=12 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=13 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=14 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=24 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=32 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=33 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=34 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=35 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=36 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=37 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=38 "Station Option"="Max Spacing" "Max Spacing"=24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 514 UniqueName=39 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=40 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=41 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=42 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=43 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=44 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=45 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=46 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=77 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=78 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=81 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=X03A "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=198 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=199 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=200 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=201 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=202 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=203 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=204 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=205 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=206 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=207 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=208 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=209 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=210 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=211 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=212 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=213 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=214 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=215 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=216 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=217 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=218 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=219 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=220 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=221 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=BW1 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=BW2 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=BW5 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=Y03 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=X08 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=X07 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=X01A "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=X01B "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=Y07 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=X05B "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=X05A "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=Y08 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=Y05 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=Y01A "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=15 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=16 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=17 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=19 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=21 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=22 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=26 "Station Option"="Max Spacing" "Max Spacing"=24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 515 UniqueName=30 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=23 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=28 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=27 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=31 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=25 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=29 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=79 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=80 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=188 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=189 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=190 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=191 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=192 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=52 "Station Option"="Max Spacing" "Max Spacing"=24 UniqueName=54 "Station Option"="Max Spacing" "Max Spacing"=24 TABLE: "FRAME ASSIGNMENTS - FRAME AUTO MESH OPTIONS" UniqueName=51 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=BW3 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=BW4 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=92 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=93 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=94 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=95 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=104 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=105 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=106 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=107 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=98 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=99 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=100 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=101 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=110 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=111 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=112 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=113 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 516 UniqueName=91 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=97 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=103 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=109 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=115 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=116 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=117 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=118 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=119 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=120 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=127 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=128 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=129 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=130 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=131 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=132 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=96 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=102 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=108 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=114 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=121 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=122 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=123 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=124 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=125 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=126 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=133 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=134 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 517 UniqueName=135 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=136 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=137 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=138 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=1 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=2 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=3 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=4 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=5 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=6 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=7 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=8 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=9 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=10 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=11 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=12 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=13 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=14 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=24 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=32 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=33 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=34 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=35 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=36 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=37 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=38 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=39 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=40 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 518 UniqueName=41 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=42 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=43 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=44 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=45 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=46 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=77 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=78 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=81 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=X03A "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=198 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=199 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=200 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=201 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=202 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=203 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=204 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=205 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=206 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=207 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=208 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=209 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=210 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=211 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=212 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=213 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=214 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=215 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 519 UniqueName=216 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=217 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=218 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=219 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=220 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=221 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=BW1 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=BW2 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=BW5 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=Y03 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=X08 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=X07 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=X01A "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=X01B "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=Y07 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=X05B "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=X05A "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=Y08 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=Y05 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=Y01A "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=15 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=16 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=17 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=19 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=21 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=22 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=26 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=30 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 520 UniqueName=23 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=28 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=27 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=31 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=25 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=29 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=79 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=80 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=188 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=189 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=190 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=191 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=192 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=52 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No UniqueName=54 "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=No TABLE: "FRAME LOADS ASSIGNMENTS - DISTRIBUTED" UniqueName=3 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=267 _ "Force A"=-9304.16666666667 "Force B"=24180.8333333333 GUID=098f43f7-5124-48c8-9ec2-d94235b2db74 UniqueName=4 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=159 "Force A"=-22875 _ "Force B"=5730 GUID=f9d66405-1afb-46f8-9251-3aaa4cae1e93 UniqueName=5 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=38.0003999999999 _ "Force A"=7682.5 "Force B"=23738.3333333333 GUID=06fd2e37-7e3a-4c1c-9c90-280affc0dbc2 UniqueName=6 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=294 "Force A"=-12982.5 _ "Force B"=13200 GUID=1c2ebf35-18ee-492a-a127-93d0b0f56d8c UniqueName=7 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=351.9996 _ "Force A"=-2568.33333333333 "Force B"=-21869.1666666667 GUID=507ffb74-cf72-4f5b-9053-547244c8540b UniqueName=8 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=154.0008 "Force A"=26295 _ "Force B"=7679.16666666667 GUID=ccfba4a8-8351-4277-b1bf-e5d201f46c32 UniqueName=9 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=48 "Force A"=24698.3333333333 _ "Force B"=10885.8333333333 GUID=0a9de14f-d2d4-461b-a80d-a614af7bca3f UniqueName=10 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=31.9992 _ "Force A"=27656.6666666667 "Force B"=15844.1666666667 GUID=14293ee8-5011-4d07-94d8-dde8880f5c2a 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 521 UniqueName=11 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=240 _ "Force A"=-4870.83333333333 "Force B"=4704.16666666667 GUID=5ad461fc-42a0-403f-bde3-15340cde5dc6 UniqueName=X03A "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=337.9992 _ "Force A"=-18382.5 "Force B"=40610 GUID=421adec0-2fe6-476c-ab24-2cc08b9f6e5d UniqueName=Y03 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=69 _ "Force A"=-15539.1666666667 "Force B"=-32213.3333333333 GUID=c43a2c5a-f1f4-4289-a937-35002e113f9c UniqueName=X08 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=128.0004 _ "Force A"=-3856.66666666667 "Force B"=36890 GUID=51a27f9f-76eb-42af-9a25-3b72219ef750 UniqueName=X07 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=150 "Force A"=-45657.5 _ "Force B"=-2341.66666666667 GUID=9da4c656-1135-4270-93e3-3a77bc96dd6c UniqueName=X01A "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=122 "Force A"=-34465 _ "Force B"=-7817.5 GUID=25f3e9e9-b3d5-4b66-9dcc-3073e19f7d82 UniqueName=X01B "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=156 _ "Force A"=-5300.83333333333 "Force B"=24644.1666666667 GUID=68b7d66b-5325-4f34-83b7-9d1679431b1b UniqueName=Y07 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=407.385100000196 _ "Force A"=-6179.16666666667 "Force B"=-32976.6666666667 GUID=95102371-0b80-4b65-aa7a-3222bf740526 UniqueName=X05B "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=128.000000867227 _ "Force A"=8855.83333333333 "Force B"=33016.6666666667 GUID=0455b3cf-f7d6-441a-b782-b25b03fb4bcf UniqueName=X05A "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=150.000000740033 _ "Force A"=-21915.8333333333 "Force B"=3754.16666666667 GUID=87c0c23f-03cb-4286-a2aa-d289de4e173d UniqueName=Y08 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=407.3851 _ "Force A"=32091.6666666667 "Force B"=8560.83333333333 GUID=07a9c4b1-d79f-4971-933f-2eb826af9f10 UniqueName=Y05 "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=407.400000000196 _ "Force A"=5415.83333333333 "Force B"=30803.3333333333 GUID=0d50db14-6a9b-4203-aef9-529c48c85450 UniqueName=Y01A "Load Pattern"=RSX-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=278.400000000287 _ "Force A"=-30237.5 "Force B"=-8578.33333333333 GUID=5af428c2-e72e-4b44-99ec-bf053e6d7185 UniqueName=3 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=267 _ "Force A"=26826.6666666667 "Force B"=-85 GUID=96f73c3b-ee0b-44c2-a30b-d749cb0c168c UniqueName=4 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=159 _ "Force A"=-23883.3333333333 "Force B"=-6242.5 GUID=83298b9a-dda9-45a9-8d48-77d46e8cb948 UniqueName=5 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=38.0003999999999 _ "Force A"=-26223.3333333333 "Force B"=-18145.8333333333 GUID=02b22a7b-e165-4b53-9813-8f06c6d853e5 UniqueName=6 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=294 _ "Force A"=-8798.33333333333 "Force B"=8444.16666666667 GUID=865957c8-7d4b-4247-a2b9-a6e7f5b11a5b UniqueName=7 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=351.9996 "Force A"=-8087.5 _ "Force B"=26718.3333333333 GUID=2c00db50-591c-4c14-b7e1-a1b4d0cb582f UniqueName=8 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=154.0008 _ "Force A"=-33103.3333333333 "Force B"=583.333333333333 GUID=fce27b51-3176-4c2a-b18b-c69700cfebbc 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 522 UniqueName=9 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=48 "Force A"=323.333333333333 _ "Force B"=26885.8333333333 GUID=c0c094ab-cb48-487f-89fb-7fee5dd5e442 UniqueName=10 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=31.9992 "Force A"=7937.5 _ "Force B"=29875.8333333333 GUID=e9b4ba33-2e7c-4ee1-9059-26e5a923cc4e UniqueName=11 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=240 _ "Force A"=-7293.33333333333 "Force B"=7510 GUID=4eaf954c-86fd-4552-ba07-bebd1f093a90 UniqueName=X03A "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=337.9992 "Force A"=21567.5 _ "Force B"=24950.8333333333 GUID=9c931d23-7086-4ddc-a21e-1bb2197bad61 UniqueName=Y03 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=69 _ "Force A"=-1396.66666666667 "Force B"=28572.5 GUID=bfe5bb2f-fec6-4cd0-bb98-7af4b6f67beb UniqueName=X08 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=128.0004 "Force A"=27722.5 _ "Force B"=32552.5 GUID=5858014b-2179-4749-a638-90ec01997ce5 UniqueName=X07 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=150 _ "Force A"=30496.6666666667 "Force B"=26221.6666666667 GUID=e0f13575-31d8-4ebe-8b30-ba66fa025e08 UniqueName=X01A "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=122 "Force A"=-24702.5 _ "Force B"=-20971.6666666667 GUID=09179766-d794-4549-a178-af9d4e6546d4 UniqueName=X01B "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=156 _ "Force A"=-18434.1666666667 "Force B"=-25566.6666666667 GUID=aaf8be2c-30b4-4bb5-af1a-dc380d5ea770 UniqueName=Y07 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=407.385100000196 _ "Force A"=-30130.8333333333 "Force B"=25402.5 GUID=de15b18a-6644-4849-8f12-d1c6d105a0fd UniqueName=X05B "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=128.000000867227 _ "Force A"=-22600.8333333333 "Force B"=-25765.8333333333 GUID=eafb01ef-6b1c-47b8-8c9d-39f3f5a3eeb6 UniqueName=X05A "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=150.000000740033 _ "Force A"=-25475 "Force B"=-21460 GUID=ee51ed83-3a4f-4c6b-afb0-3e11aae92635 UniqueName=Y08 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=407.3851 "Force A"=-27967.5 _ "Force B"=25067.5 GUID=667e66d7-d069-40a9-a955-54d5f3512cc8 UniqueName=Y05 "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=407.400000000196 _ "Force A"=-27644.1666666667 "Force B"=23960.8333333333 GUID=491522f6-b9c3-46e3-b411-5ed434cc279a UniqueName=Y01A "Load Pattern"=RSY-3b "Load Type"=Force Direction=Gravity "Distance Type"=Relative "Relative Distance A"=0 "Relative Distance B"=1 "Absolute Distance A"=0 "Absolute Distance B"=278.400000000287 _ "Force A"=-24912.5 "Force B"=11141.6666666667 GUID=30a88d5e-1772-4eb8-8144-7cd50491e3b3 TABLE: "AREA ASSIGNMENTS - SUMMARY" UniqueName=15 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=22 "Section Property"=Mat_2.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=1 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=14 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=10 "Section Property"=Mat_4.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=16 "Section Property"=Mat_4.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=27 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=28 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=29 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=30 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 523 UniqueName=31 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=32 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=33 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=34 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=35 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=36 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=37 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=38 "Section Property"=Mat_2.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=39 "Section Property"=WALL1 "Property Type"=Wall Spring=100PCI UniqueName=7 "Section Property"=Mat_2.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=26 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=49 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=12 "Section Property"=Mat_2.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=2 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=5 "Section Property"=Mat_4.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=24 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab Spring=100PCI UniqueName=9 "Section Property"=None "Property Type"=Null UniqueName=6 "Section Property"=None "Property Type"=Null UniqueName=8 "Section Property"=None "Property Type"=Null UniqueName=11 "Section Property"=None "Property Type"=Null UniqueName=13 "Section Property"=None "Property Type"=Opening Spring=100PCI UniqueName=17 "Section Property"=None "Property Type"=Opening Spring=100PCI UniqueName=4 "Section Property"=None "Property Type"=Opening Spring=100PCI UniqueName=19 "Section Property"=None "Property Type"=Null UniqueName=20 "Section Property"=None "Property Type"=Null UniqueName=21 "Section Property"=None "Property Type"=Null UniqueName=44 "Section Property"=None "Property Type"=Opening Spring=100PCI UniqueName=46 "Section Property"=None "Property Type"=Opening Spring=100PCI UniqueName=40 "Section Property"=None "Property Type"=Null UniqueName=41 "Section Property"=None "Property Type"=Null UniqueName=42 "Section Property"=None "Property Type"=Null UniqueName=43 "Section Property"=None "Property Type"=Null UniqueName=47 "Section Property"=None "Property Type"=Null UniqueName=48 "Section Property"=None "Property Type"=Null UniqueName=45 "Section Property"=None "Property Type"=Opening Spring=100PCI UniqueName=50 "Section Property"=None "Property Type"=Opening Spring=100PCI UniqueName=18 "Section Property"=None "Property Type"=Null UniqueName=3 "Section Property"=None "Property Type"=Null UniqueName=23 "Section Property"=None "Property Type"=Null UniqueName=25 "Section Property"=None "Property Type"=Null TABLE: "AREA ASSIGNMENTS - SECTION PROPERTIES" UniqueName=15 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab UniqueName=22 "Section Property"=Mat_2.0FT_5ksi "Property Type"=Slab UniqueName=1 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=14 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab UniqueName=10 "Section Property"=Mat_4.0FT_5ksi "Property Type"=Slab UniqueName=16 "Section Property"=Mat_4.0FT_5ksi "Property Type"=Slab UniqueName=27 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab UniqueName=28 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab UniqueName=29 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab UniqueName=30 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=31 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=32 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=33 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=34 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=35 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 524 UniqueName=36 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=37 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=38 "Section Property"=Mat_2.0FT_5ksi "Property Type"=Slab UniqueName=39 "Section Property"=WALL1 "Property Type"=Wall UniqueName=7 "Section Property"=Mat_2.0FT_5ksi "Property Type"=Slab UniqueName=26 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=49 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab UniqueName=12 "Section Property"=Mat_2.0FT_5ksi "Property Type"=Slab UniqueName=2 "Section Property"=Mat_3.0FT_5ksi "Property Type"=Slab UniqueName=5 "Section Property"=Mat_4.5FT_5ksi "Property Type"=Slab UniqueName=24 "Section Property"=Mat_7.5FT_5ksi "Property Type"=Slab UniqueName=9 "Section Property"=None "Property Type"=Null UniqueName=6 "Section Property"=None "Property Type"=Null UniqueName=8 "Section Property"=None "Property Type"=Null UniqueName=11 "Section Property"=None "Property Type"=Null UniqueName=13 "Section Property"=None "Property Type"=Opening UniqueName=17 "Section Property"=None "Property Type"=Opening UniqueName=4 "Section Property"=None "Property Type"=Opening UniqueName=19 "Section Property"=None "Property Type"=Null UniqueName=20 "Section Property"=None "Property Type"=Null UniqueName=21 "Section Property"=None "Property Type"=Null UniqueName=44 "Section Property"=None "Property Type"=Opening UniqueName=46 "Section Property"=None "Property Type"=Opening UniqueName=40 "Section Property"=None "Property Type"=Null UniqueName=41 "Section Property"=None "Property Type"=Null UniqueName=42 "Section Property"=None "Property Type"=Null UniqueName=43 "Section Property"=None "Property Type"=Null UniqueName=47 "Section Property"=None "Property Type"=Null UniqueName=48 "Section Property"=None "Property Type"=Null UniqueName=45 "Section Property"=None "Property Type"=Opening UniqueName=50 "Section Property"=None "Property Type"=Opening UniqueName=18 "Section Property"=None "Property Type"=Null UniqueName=3 "Section Property"=None "Property Type"=Null UniqueName=23 "Section Property"=None "Property Type"=Null UniqueName=25 "Section Property"=None "Property Type"=Null TABLE: "AREA ASSIGNMENTS - INSERTION POINT" UniqueName=15 "Cardinal Point"=Top Transform=No UniqueName=22 "Cardinal Point"=Top Transform=No UniqueName=1 "Cardinal Point"=Top Transform=No UniqueName=14 "Cardinal Point"=Top Transform=No UniqueName=10 "Cardinal Point"=Top Transform=No UniqueName=16 "Cardinal Point"=Top Transform=No UniqueName=27 "Cardinal Point"=Top Transform=No UniqueName=28 "Cardinal Point"=Top Transform=No UniqueName=29 "Cardinal Point"=Top Transform=No UniqueName=30 "Cardinal Point"=Top Transform=No UniqueName=31 "Cardinal Point"=Top Transform=No UniqueName=32 "Cardinal Point"=Top Transform=No UniqueName=33 "Cardinal Point"=Top Transform=No UniqueName=34 "Cardinal Point"=Top Transform=No UniqueName=35 "Cardinal Point"=Top Transform=No UniqueName=36 "Cardinal Point"=Top Transform=No UniqueName=37 "Cardinal Point"=Top Transform=No UniqueName=38 "Cardinal Point"=Top Transform=No UniqueName=39 "Cardinal Point"=Top Transform=No UniqueName=7 "Cardinal Point"=Top Transform=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 525 UniqueName=26 "Cardinal Point"=Top Transform=No UniqueName=49 "Cardinal Point"=Top Transform=No UniqueName=12 "Cardinal Point"=Top Transform=No UniqueName=2 "Cardinal Point"=Top Transform=No UniqueName=5 "Cardinal Point"=Top Transform=No UniqueName=24 "Cardinal Point"=Top Transform=No UniqueName=9 "Cardinal Point"=Top Transform=No UniqueName=6 "Cardinal Point"=Top Transform=No UniqueName=8 "Cardinal Point"=Top Transform=No UniqueName=11 "Cardinal Point"=Top Transform=No UniqueName=13 "Cardinal Point"=Middle Transform=No UniqueName=17 "Cardinal Point"=Middle Transform=No UniqueName=4 "Cardinal Point"=Middle Transform=No UniqueName=19 "Cardinal Point"=Top Transform=No UniqueName=20 "Cardinal Point"=Top Transform=No UniqueName=21 "Cardinal Point"=Top Transform=No UniqueName=44 "Cardinal Point"=Middle Transform=No UniqueName=46 "Cardinal Point"=Middle Transform=No UniqueName=40 "Cardinal Point"=Top Transform=No UniqueName=41 "Cardinal Point"=Top Transform=No UniqueName=42 "Cardinal Point"=Top Transform=No UniqueName=43 "Cardinal Point"=Top Transform=No UniqueName=47 "Cardinal Point"=Top Transform=No UniqueName=48 "Cardinal Point"=Top Transform=No UniqueName=45 "Cardinal Point"=Middle Transform=No UniqueName=50 "Cardinal Point"=Middle Transform=No UniqueName=18 "Cardinal Point"=Top Transform=No UniqueName=3 "Cardinal Point"=Middle Transform=No UniqueName=23 "Cardinal Point"=Middle Transform=No UniqueName=25 "Cardinal Point"=Middle Transform=No TABLE: "AREA ASSIGNMENTS - AREA SPRINGS" UniqueName=15 "Spring Property"=100PCI UniqueName=22 "Spring Property"=100PCI UniqueName=1 "Spring Property"=100PCI UniqueName=14 "Spring Property"=100PCI UniqueName=10 "Spring Property"=100PCI UniqueName=16 "Spring Property"=100PCI UniqueName=27 "Spring Property"=100PCI UniqueName=28 "Spring Property"=100PCI UniqueName=29 "Spring Property"=100PCI UniqueName=30 "Spring Property"=100PCI UniqueName=31 "Spring Property"=100PCI UniqueName=32 "Spring Property"=100PCI UniqueName=33 "Spring Property"=100PCI UniqueName=34 "Spring Property"=100PCI UniqueName=35 "Spring Property"=100PCI UniqueName=36 "Spring Property"=100PCI UniqueName=37 "Spring Property"=100PCI UniqueName=38 "Spring Property"=100PCI UniqueName=39 "Spring Property"=100PCI UniqueName=7 "Spring Property"=100PCI UniqueName=26 "Spring Property"=100PCI UniqueName=49 "Spring Property"=100PCI UniqueName=12 "Spring Property"=100PCI UniqueName=2 "Spring Property"=100PCI UniqueName=5 "Spring Property"=100PCI 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 526 UniqueName=24 "Spring Property"=100PCI UniqueName=13 "Spring Property"=100PCI UniqueName=17 "Spring Property"=100PCI UniqueName=4 "Spring Property"=100PCI UniqueName=44 "Spring Property"=100PCI UniqueName=46 "Spring Property"=100PCI UniqueName=45 "Spring Property"=100PCI UniqueName=50 "Spring Property"=100PCI TABLE: "AREA ASSIGNMENTS - FLOOR AUTO MESH OPTIONS" UniqueName=15 "Mesh Option"=Default "Add Restraints"=No UniqueName=22 "Mesh Option"=Default "Add Restraints"=No UniqueName=1 "Mesh Option"=Default "Add Restraints"=No UniqueName=14 "Mesh Option"=Default "Add Restraints"=No UniqueName=10 "Mesh Option"=Default "Add Restraints"=No UniqueName=16 "Mesh Option"=Default "Add Restraints"=No UniqueName=27 "Mesh Option"=Default "Add Restraints"=No UniqueName=28 "Mesh Option"=Default "Add Restraints"=No UniqueName=29 "Mesh Option"=Default "Add Restraints"=No UniqueName=30 "Mesh Option"=Default "Add Restraints"=No UniqueName=31 "Mesh Option"=Default "Add Restraints"=No UniqueName=32 "Mesh Option"=Default "Add Restraints"=No UniqueName=33 "Mesh Option"=Default "Add Restraints"=No UniqueName=34 "Mesh Option"=Default "Add Restraints"=No UniqueName=35 "Mesh Option"=Default "Add Restraints"=No UniqueName=36 "Mesh Option"=Default "Add Restraints"=No UniqueName=37 "Mesh Option"=Default "Add Restraints"=No UniqueName=38 "Mesh Option"=Default "Add Restraints"=No UniqueName=39 "Mesh Option"=Default "Add Restraints"=No UniqueName=7 "Mesh Option"=Default "Add Restraints"=No UniqueName=26 "Mesh Option"=Default "Add Restraints"=No UniqueName=49 "Mesh Option"=Default "Add Restraints"=No UniqueName=12 "Mesh Option"=Default "Add Restraints"=No UniqueName=2 "Mesh Option"=Default "Add Restraints"=No UniqueName=5 "Mesh Option"=Default "Add Restraints"=No UniqueName=24 "Mesh Option"=Default "Add Restraints"=No TABLE: "AREA ASSIGNMENTS - AUTO EDGE CONSTRAINTS" UniqueName=15 Constraint=Yes UniqueName=22 Constraint=Yes UniqueName=1 Constraint=Yes UniqueName=14 Constraint=Yes UniqueName=10 Constraint=Yes UniqueName=16 Constraint=Yes UniqueName=27 Constraint=Yes UniqueName=28 Constraint=Yes UniqueName=29 Constraint=Yes UniqueName=30 Constraint=Yes UniqueName=31 Constraint=Yes UniqueName=32 Constraint=Yes UniqueName=33 Constraint=Yes UniqueName=34 Constraint=Yes UniqueName=35 Constraint=Yes UniqueName=36 Constraint=Yes UniqueName=37 Constraint=Yes UniqueName=38 Constraint=Yes UniqueName=39 Constraint=Yes 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 527 UniqueName=7 Constraint=Yes UniqueName=26 Constraint=Yes UniqueName=49 Constraint=Yes UniqueName=12 Constraint=Yes UniqueName=2 Constraint=Yes UniqueName=5 Constraint=Yes UniqueName=24 Constraint=Yes TABLE: "AREA LOAD ASSIGNMENTS - UNIFORM" TABLE: "AREA LOAD ASSIGNMENTS - UNIFORM LOAD SETS" UniqueName=15 "Load Set"=04.PARKING(GARAGES) UniqueName=1 "Load Set"=04.PARKING(GARAGES) UniqueName=14 "Load Set"=04.PARKING(GARAGES) UniqueName=2 "Load Set"=04.PARKING(GARAGES) UniqueName=5 "Load Set"=04.PARKING(GARAGES) UniqueName=24 "Load Set"=04.PARKING(GARAGES) TABLE: "ANALYSIS MODELING OPTIONS" "Two Dimensional Only"=No "Rigid Diaphragm At Top"=No "Ignore Vertical Offsets"=Yes TABLE: "ANALYSIS OPTIONS - SAPFIRE OPTIONS" "Solver Option"=Advanced "Analysis Process"=Auto "Number Analysis Threads"=0 "Max File Size"=0 TABLE: "ANALYSIS OPTIONS - DESIGN AND RESPONSE RECOVERY OPTIONS" "Number Design Threads"=0 "Number Recovery Threads"=0 "Use Memory Mapped Files"="Program Determined" "Allow Model Differences"=No TABLE: "ANALYSIS OPTIONS - AUTOMATIC MESH SETTINGS FOR FLOORS" "Mesh Option"=General "Maximum Mesh Size"=48 TABLE: "ANALYSIS OPTIONS - AUTOMATIC RECTANGULAR MESH OPTIONS FOR WALLS" "Maximum Mesh Size"=48 TABLE: "ANALYSIS OPTIONS - CRACKING ANALYSIS OPTIONS" "Reinforcement Source"="User and Designed" "Minimum Tension Ratio"=0.0018 "Minimum Compression Ratio"=0 TABLE: "PREFERENCES - TOLERANCE" MergeTol=0.1 MaxInclVertCol=1 MaxInclHorzBmFlr=20 TABLE: "PREFERENCES - GRAPHICS" MaxFontSize=8 MinFontSize=8 MinSLineThick=1 MinPLineThick=4 AntiAliasing?=Yes ConstantLineThick?=Yes ShadingWithinElement?=No AutoZoomStep=1 ShrinkFactor=70 TABLE: "MISCELLANEOUS OPTIONS" "Start Page"=Yes "Value at Cursor"=Yes "Frame Info"=Yes "Bounding Plane"=No "Architectural Dimensioning"=No "Moments on Tension Side"=Yes "Animation Sound"=Yes "Auto Save"=No Crosshairs=No "Model Explorer"=Yes TABLE: "OPTIONS - COLORS - DISPLAY" "Device Type"=Screen ColorColumns=10507331 ColorBeams=10507331 ColorBraces=10507331 ColorLinks=10507331 ColorSprings=Black ColorTendons=DarkCyan ColorSlabPanels=Green ColorWalls=Red ColorFloors=Gray4 _ ColorNullObjects=Gray8Dark ColorOpenings=Black ColorColStripA=Red ColorColStripB=Blue ColorMidStripA=Yellow ColorMidStripB=Cyan ColorStripEdge=16744703 ColorOtherStripFill=Green ColorSupportLines=13816320 _ ColorDimLines=10461087 ColorText=2105376 ColorGridLines=Gray6 ColorBackground=White ColorUserMeshEdge=5065984 ColorStlDesign=DarkCyan ColorCompDesign=Cyan ColorConcDesign=4227327 ColorNoDesign=4227327 _ TransColumns=0.5 TransBeams=0.5 TransBraces=0.5 TransFloors=0.5 TransWalls=0.4 TransLinks=0.5 Darkness=0.3 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 528 "Device Type"=Printer ColorColumns=Black ColorBeams=Black ColorBraces=Black ColorLinks=Gray8Dark ColorSprings=Gray8Dark ColorTendons=Black ColorSlabPanels=Green ColorWalls=Gray4 ColorFloors=Gray4 _ ColorNullObjects=Gray4 ColorOpenings=Gray8Dark ColorColStripA=Black ColorColStripB=Black ColorMidStripA=Black ColorMidStripB=Black ColorStripEdge=Black ColorOtherStripFill=Black ColorSupportLines=Black _ ColorDimLines=Gray4 ColorText=Black ColorGridLines=Gray4 ColorBackground=White ColorUserMeshEdge=Gray4 ColorStlDesign=Black ColorCompDesign=Gray4 ColorConcDesign=Gray8Dark ColorNoDesign=Gray4 TransColumns=0.5 _ TransBeams=0.5 TransBraces=0.5 TransFloors=0.5 TransWalls=0.4 TransLinks=0.5 Darkness=0.5 "Device Type"="Color Printer" ColorColumns=Blue ColorBeams=Blue ColorBraces=Blue ColorLinks=10516060 ColorSprings=DarkCyan ColorTendons=DarkCyan ColorSlabPanels=Green ColorWalls=14865869 ColorFloors=Gray4 _ ColorNullObjects=Gray8Dark ColorOpenings=Black ColorColStripA=DarkCyan ColorColStripB=DarkCyan ColorMidStripA=DarkCyan ColorMidStripB=DarkCyan ColorStripEdge=DarkCyan ColorOtherStripFill=DarkCyan _ ColorSupportLines=DarkCyan ColorDimLines=10461087 ColorText=Black ColorGridLines=Gray8Dark ColorBackground=White ColorUserMeshEdge=5065984 ColorStlDesign=DarkCyan ColorCompDesign=Cyan ColorConcDesign=4227327 _ ColorNoDesign=4227327 TransColumns=0.5 TransBeams=0.5 TransBraces=0.5 TransFloors=0.5 TransWalls=0.4 TransLinks=0.5 Darkness=0.3 TABLE: "OPTIONS - COLORS - OUTPUT" "Device Type"="Screen Classic" Contour1=13107400 Contour2=6553828 Contour3=Red Contour4=16639 Contour5=Orange Contour6=43775 Contour7=54527 Contour8=Yellow Contour9=65408 Contour10=Green Contour11=8453888 _ Contour12=Cyan Contour13=16755200 Contour14=16733440 Contour15=Blue TransContours=0 Ratio1=Cyan Ratio2=Green Ratio3=Yellow Ratio4=Magenta Ratio5=Red RatioNotD=Gray4 RatioVal1=0.5 RatioVal2=0.7 RatioVal3=0.9 _ RatioVal4=1 HState1=Gray2 HState2=Green HState3=Yellow HState4=Cyan HState5=Blue HStatus1=Gray2 HStatus2=Green HStatus3=Cyan HStatus4=Red DFillPos=Yellow DFillNeg=Red DFillRange=Blue TransDiag=0.2 "Device Type"="Screen GrayScale" Contour1=Black Contour2=3158064 Contour3=4210752 Contour4=5263440 Contour5=6316128 Contour6=7368816 Contour7=Gray8Dark Contour8=Gray7 Contour9=Gray6 Contour10=Gray5 Contour11=Gray4 _ Contour12=Gray3 Contour13=Gray2 Contour14=Gray1Light Contour15=White TransContours=0 Ratio1=Gray2 Ratio2=Gray4 Ratio3=Gray8Dark Ratio4=4210752 Ratio5=Black RatioNotD=Gray4 RatioVal1=0.5 RatioVal2=0.7 _ RatioVal3=0.9 RatioVal4=1 HState1=Gray3 HState2=Gray5 HState3=Gray7 HState4=7368816 HState5=5263440 HStatus1=Gray2 HStatus2=Gray4 HStatus3=Gray8Dark HStatus4=4210752 DFillPos=Gray8Dark DFillNeg=Gray8Dark _ DFillRange=4210752 TransDiag=0.2 "Device Type"=Printer Contour1=Black Contour2=3158064 Contour3=4210752 Contour4=5263440 Contour5=6316128 Contour6=7368816 Contour7=Gray8Dark Contour8=Gray7 Contour9=Gray6 Contour10=Gray5 Contour11=Gray4 _ Contour12=Gray3 Contour13=Gray2 Contour14=Gray1Light Contour15=White TransContours=0 Ratio1=Gray2 Ratio2=Gray4 Ratio3=Gray8Dark Ratio4=4210752 Ratio5=Black RatioNotD=Gray4 RatioVal1=0.5 RatioVal2=0.7 _ RatioVal3=0.9 RatioVal4=1 HState1=Gray3 HState2=Gray5 HState3=Gray7 HState4=7368816 HState5=5263440 HStatus1=Gray2 HStatus2=Gray4 HStatus3=Gray8Dark HStatus4=4210752 DFillPos=Gray8Dark DFillNeg=Gray8Dark _ DFillRange=4210752 TransDiag=0.2 "Device Type"="Color Printer" Contour1=13107400 Contour2=6553828 Contour3=Red Contour4=16639 Contour5=Orange Contour6=43775 Contour7=54527 Contour8=Yellow Contour9=65408 Contour10=Green Contour11=8453888 _ Contour12=Cyan Contour13=16755200 Contour14=16733440 Contour15=Blue TransContours=0 Ratio1=Cyan Ratio2=Green Ratio3=Yellow Ratio4=Magenta Ratio5=Red RatioNotD=Gray4 RatioVal1=0.5 RatioVal2=0.7 RatioVal3=0.9 _ RatioVal4=1 HState1=Gray2 HState2=Green HState3=Yellow HState4=Cyan HState5=Blue HStatus1=Gray2 HStatus2=Green HStatus3=Cyan HStatus4=Red DFillPos=Yellow DFillNeg=Red DFillRange=Blue TransDiag=0.2 TABLE: "PROJECT INFORMATION" "Client Name"="Thornton Tomasetti, Inc." "Project Name"="UCI VERANO 8_BUILDING D_STRUC - Structural Plan - D - LEVEL 03" "Model Name"="S21043.00_SD.V1.5 WEST_VE_ULS_V2016" TABLE: "MATERIAL LIST BY OBJECT TYPE" "Object Type"=Beam Material=4000Psi Weight=150 "Number Pieces"=1 "Number Studs"=0 "Object Type"=Beam Material=5000Psi_50pcf Weight=160.701062572412 "Number Pieces"=72 "Number Studs"=0 "Object Type"=Floor Material=4000Psi Weight=14915.625 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 529 "Object Type"=Floor Material=5000Psi_50pcf Weight=11448353.1345602 TABLE: "MATERIAL LIST BY SECTION PROPERTY" Section=BEAM1 "Object Type"=Beam "Number Pieces"=1 Length=6 Weight=150 "Number Studs"=0 Section="W_24""_8ksi-W" "Object Type"=Beam "Number Pieces"=12 Length=2619.57020000068 Weight=0 "Number Studs"=0 Section="W_16""_5ksi (FND)-W" "Object Type"=Beam "Number Pieces"=31 Length=13910.5008 Weight=0 "Number Studs"=0 Section=Dummy "Object Type"=Beam "Number Pieces"=72 Length=5553.99840000044 Weight=160.701062572412 "Number Studs"=0 Section="W_20""_8ksi-W" "Object Type"=Beam "Number Pieces"=4 Length=556.00000160726 Weight=0 "Number Studs"=0 Section="W_28""_8ksi-W" "Object Type"=Beam "Number Pieces"=3 Length=615.9996 Weight=0 "Number Studs"=0 Section=WALL1 "Object Type"=Floor Weight=14915.625 Section=Mat_2.0FT_5ksi "Object Type"=Floor Weight=60381.6034486308 Section=Mat_3.0FT_5ksi "Object Type"=Floor Weight=2858758.20040375 Section=Mat_4.0FT_5ksi "Object Type"=Floor Weight=1296918.21727321 Section=Mat_4.5FT_5ksi "Object Type"=Floor Weight=3650696.07984729 Section=Mat_7.5FT_5ksi "Object Type"=Floor Weight=3581599.03358733 END TABLE DATA 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 530 6.3.2 SAFE INPUT FILE (HOTEL) TABLE: "PROGRAM CONTROL" ProgramName="SAFE 2016" Version=16.0.2 ProgLevel="Post Tensioning" LicenseNum=*1AB4MQTL348J3FJ CurrUnits="lb, in, F" MergeTol=0.1 ModelDatum=0 StHtAbove=0 StHtBelow=144 ConcCode="ACI 318-14" TABLE: "MASS SOURCE" LoadPat=DL Multiplier=1 LoadPat=S.W. Multiplier=1 TABLE: "PROJECT INFORMATION" Item="Client Name" Data="Thornton Tomasetti, Inc." Item="Project Name" Data="UCI VERANO 8_BUILDING D_STRUC - Structural Plan - D - LEVEL 03" Item="Project Number" Item="Company Name" Data=CORPVS65 Item=Engineer Item=Checker Item=Supervisor Item="Model Name" Item="Model Description" Item="Revision Number" Item="Issue Number" TABLE: "AUTOMATIC SLAB MESH OPTIONS" MeshOpt=Rectangular Localize=Yes Merge=Yes MaxSize=48 TABLE: "CRACKING ANALYSIS REINFORCEMENT" ReinfOpt="FE Design" MinReinfT=0.0018 MinReinfC=0 TABLE: "ADVANCED SAPFIRE OPTIONS" SolverOpt=Advanced ProcessOpt=Auto Always32Bit=No TABLE: "ADVANCED MODELING OPTIONS" 2DOnly=No RigDiaTop=No NoOffsets=Yes TABLE: "OBJECT GEOMETRY - POINT COORDINATES" Point=1 GlobalX=3882 GlobalY=-27 GlobalZ=0 SpecialPt=No Point=2 GlobalX=3822 GlobalY=-12.9996 GlobalZ=0 SpecialPt=No Point=3 GlobalX=3882 GlobalY=1689 GlobalZ=0 SpecialPt=No Point=4 GlobalX=3159.9996 GlobalY=830.4996 GlobalZ=0 SpecialPt=No Point=5 GlobalX=3942 GlobalY=1001.4996 GlobalZ=0 SpecialPt=No Point=6 GlobalX=4962 GlobalY=1172.4996 GlobalZ=0 SpecialPt=No Point=7 GlobalX=3852 GlobalY=1441.9992 GlobalZ=0 SpecialPt=No Point=8 GlobalX=3666 GlobalY=1441.9992 GlobalZ=0 SpecialPt=No Point=9 GlobalX=3942 GlobalY=770.4996 GlobalZ=0 SpecialPt=No Point=10 GlobalX=4209 GlobalY=770.4996 GlobalZ=0 SpecialPt=No Point=11 GlobalX=4329 GlobalY=890.4996 GlobalZ=0 SpecialPt=No Point=12 GlobalX=4329 GlobalY=1242.4992 GlobalZ=0 SpecialPt=No Point=13 GlobalX=3768 GlobalY=890.4996 GlobalZ=0 SpecialPt=No Point=15 GlobalX=4209 GlobalY=1441.9992 GlobalZ=0 SpecialPt=No Point=16 GlobalX=3942 GlobalY=1441.9992 GlobalZ=0 SpecialPt=No Point=17 GlobalX=4209 GlobalY=1001.4996 GlobalZ=0 SpecialPt=No Point=18 GlobalX=4080 GlobalY=890.4996 GlobalZ=0 SpecialPt=No Point=19 GlobalX=4080 GlobalY=1001.4996 GlobalZ=0 SpecialPt=No Point=20 GlobalX=4266 GlobalY=-12.9996 GlobalZ=0 SpecialPt=No Point=21 GlobalX=4269 GlobalY=-27 GlobalZ=0 SpecialPt=No Point=22 GlobalX=3852 GlobalY=1242.4992 GlobalZ=0 SpecialPt=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 531 Point=23 GlobalX=4269 GlobalY=1689 GlobalZ=0 SpecialPt=No Point=24 GlobalX=5373.9996 GlobalY=830.4996 GlobalZ=0 SpecialPt=No Point=26 GlobalX=4329 GlobalY=770.4996 GlobalZ=0 SpecialPt=No Point=27 GlobalX=4135.5 GlobalY=-27 GlobalZ=0 SpecialPt=Yes Point=28 GlobalX=4135.5 GlobalY=1689 GlobalZ=0 SpecialPt=Yes Point=29 GlobalX=4075.5 GlobalY=-27 GlobalZ=0 SpecialPt=No Point=30 GlobalX=5226 GlobalY=1536 GlobalZ=0 SpecialPt=No Point=31 GlobalX=3159.9996 GlobalY=1066.5 GlobalZ=0 SpecialPt=No Point=32 GlobalX=5373.9996 GlobalY=1066.5 GlobalZ=0 SpecialPt=No Point=33 GlobalX=3159.9996 GlobalY=538.5 GlobalZ=0 SpecialPt=No Point=34 GlobalX=5373.9996 GlobalY=538.5 GlobalZ=0 SpecialPt=No Point=35 GlobalX=3159.9996 GlobalY=186.4992 GlobalZ=0 SpecialPt=No Point=36 GlobalX=5373.9996 GlobalY=186.4992 GlobalZ=0 SpecialPt=No Point=37 GlobalX=3942 GlobalY=1326.4992 GlobalZ=0 SpecialPt=Yes Point=38 GlobalX=3942 GlobalY=806.4996 GlobalZ=0 SpecialPt=Yes Point=39 GlobalX=4075.5 GlobalY=1689 GlobalZ=0 SpecialPt=No Point=40 GlobalX=3941.99993150092 GlobalY=1354.49499999997 GlobalZ=0 SpecialPt=No Point=42 GlobalX=4266 GlobalY=118.5 GlobalZ=0 SpecialPt=No Point=43 GlobalX=3822 GlobalY=118.5 GlobalZ=0 SpecialPt=No Point=44 GlobalX=4329 GlobalY=1441.9992 GlobalZ=0 SpecialPt=No Point=45 GlobalX=5154 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=46 GlobalX=3159.9996 GlobalY=1342.2492 GlobalZ=0 SpecialPt=No Point=47 GlobalX=5373.9996 GlobalY=1342.2492 GlobalZ=0 SpecialPt=No Point=49 GlobalX=3762 GlobalY=890.4996 GlobalZ=0 SpecialPt=No Point=50 GlobalX=3375 GlobalY=1441.9992 GlobalZ=0 SpecialPt=No Point=51 GlobalX=4578 GlobalY=-27 GlobalZ=0 SpecialPt=No Point=52 GlobalX=4578 GlobalY=1689 GlobalZ=0 SpecialPt=No Point=53 GlobalX=3666 GlobalY=-27 GlobalZ=0 SpecialPt=No Point=54 GlobalX=3666 GlobalY=1689 GlobalZ=0 SpecialPt=No Point=55 GlobalX=4824 GlobalY=186.4992 GlobalZ=0 SpecialPt=No Point=56 GlobalX=4962 GlobalY=264.4992 GlobalZ=0 SpecialPt=No Point=57 GlobalX=4824 GlobalY=264.4992 GlobalZ=0 SpecialPt=No Point=58 GlobalX=4962 GlobalY=-27 GlobalZ=0 SpecialPt=No Point=59 GlobalX=4962 GlobalY=1689 GlobalZ=0 SpecialPt=No Point=60 GlobalX=5163.9996 GlobalY=1172.4996 GlobalZ=0 SpecialPt=No Point=61 GlobalX=5163.9996 GlobalY=-12.9996 GlobalZ=0 SpecialPt=No Point=62 GlobalX=4209 GlobalY=1354.495 GlobalZ=0 SpecialPt=No Point=63 GlobalX=5163.9996 GlobalY=504.5004 GlobalZ=0 SpecialPt=No Point=64 GlobalX=3762 GlobalY=-12.9996 GlobalZ=0 SpecialPt=No Point=65 GlobalX=4971.9996 GlobalY=504.5004 GlobalZ=0 SpecialPt=No Point=66 GlobalX=4971.9996 GlobalY=1172.4996 GlobalZ=0 SpecialPt=No Point=67 GlobalX=3375 GlobalY=-12.9996 GlobalZ=0 SpecialPt=No Point=68 GlobalX=5163.9996 GlobalY=1640.0004 GlobalZ=0 SpecialPt=No Point=69 GlobalX=3762 GlobalY=1441.9992 GlobalZ=0 SpecialPt=No Point=70 GlobalX=3762 GlobalY=770.4996 GlobalZ=0 SpecialPt=No Point=71 GlobalX=3762 GlobalY=1242.4992 GlobalZ=0 SpecialPt=No Point=72 GlobalX=5063.0004 GlobalY=1172.4996 GlobalZ=0 SpecialPt=No Point=73 GlobalX=4650 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=74 GlobalX=5063.0004 GlobalY=1688.4996 GlobalZ=0 SpecialPt=No Point=75 GlobalX=4650 GlobalY=770.4996 GlobalZ=0 SpecialPt=No Point=76 GlobalX=4650 GlobalY=1441.9992 GlobalZ=0 SpecialPt=No Point=77 GlobalX=4650 GlobalY=504.5004 GlobalZ=0 SpecialPt=No Point=78 GlobalX=4650 GlobalY=1172.4996 GlobalZ=0 SpecialPt=No Point=79 GlobalX=4650 GlobalY=-12.9996 GlobalZ=0 SpecialPt=No Point=81 GlobalX=4650 GlobalY=1242.4992 GlobalZ=0 SpecialPt=No Point=82 GlobalX=4962 GlobalY=494.4996 GlobalZ=0 SpecialPt=Yes Point=83 GlobalX=5058 GlobalY=537 GlobalZ=0 SpecialPt=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 532 Point=86 GlobalX=5154 GlobalY=494.4996 GlobalZ=0 SpecialPt=Yes Point=87 GlobalX=4037.0004 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=88 GlobalX=4101 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=89 GlobalX=5058 GlobalY=-13.2504 GlobalZ=0 SpecialPt=No Point=90 GlobalX=4962 GlobalY=620.4996 GlobalZ=0 SpecialPt=No Point=91 GlobalX=4962 GlobalY=920.4996 GlobalZ=0 SpecialPt=No Point=95 GlobalX=4075.5 GlobalY=-3 GlobalZ=0 SpecialPt=No Point=96 GlobalX=4075.5 GlobalY=42.6 GlobalZ=0 SpecialPt=No Point=97 GlobalX=4075.5 GlobalY=-48.6 GlobalZ=0 SpecialPt=No Point=101 GlobalX=4254.6 GlobalY=-3 GlobalZ=0 SpecialPt=No Point=103 GlobalX=3896.4 GlobalY=-3 GlobalZ=0 SpecialPt=No Point=104 GlobalX=4932 GlobalY=770.5 GlobalZ=0 SpecialPt=No Point=105 GlobalX=4992 GlobalY=770.5 GlobalZ=0 SpecialPt=No Point=138 GlobalX=3666 GlobalY=186.4992 GlobalZ=0 SpecialPt=Yes Point=140 GlobalX=3666 GlobalY=538.5 GlobalZ=0 SpecialPt=Yes Point=142 GlobalX=3666 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=144 GlobalX=3666 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=146 GlobalX=3942 GlobalY=186.4992 GlobalZ=0 SpecialPt=Yes Point=151 GlobalX=3666 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=178 GlobalX=3666 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=180 GlobalX=3942 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=190 GlobalX=5154 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=191 GlobalX=5154 GlobalY=186.4992 GlobalZ=0 SpecialPt=Yes Point=194 GlobalX=5154 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=196 GlobalX=5154 GlobalY=1182.4992 GlobalZ=0 SpecialPt=Yes Point=198 GlobalX=4962 GlobalY=1182.4992 GlobalZ=0 SpecialPt=Yes Point=219 GlobalX=3942 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=220 GlobalX=3942 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=221 GlobalX=4209 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=232 GlobalX=4209 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=233 GlobalX=4962 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=234 GlobalX=5154 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=244 GlobalX=4650 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=257 GlobalX=4209 GlobalY=186.4992 GlobalZ=0 SpecialPt=Yes Point=267 GlobalX=3375 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=289 GlobalX=4209 GlobalY=948.4992 GlobalZ=0 SpecialPt=Yes Point=326 GlobalX=4578 GlobalY=186.4992 GlobalZ=0 SpecialPt=Yes Point=328 GlobalX=4578 GlobalY=538.5 GlobalZ=0 SpecialPt=Yes Point=330 GlobalX=4578 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=332 GlobalX=4578 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=334 GlobalX=4578 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=439 GlobalX=4443.9996 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=444 GlobalX=4293.9996 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=457 GlobalX=4170.9996 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=494 GlobalX=4209 GlobalY=1044.5004 GlobalZ=0 SpecialPt=Yes Point=514 GlobalX=4209 GlobalY=1108.5 GlobalZ=0 SpecialPt=Yes Point=538 GlobalX=4209 GlobalY=1156.5 GlobalZ=0 SpecialPt=Yes Point=584 GlobalX=4209 GlobalY=1210.5 GlobalZ=0 SpecialPt=Yes Point=590 GlobalX=3498 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=596 GlobalX=3498 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=602 GlobalX=3498 GlobalY=538.5 GlobalZ=0 SpecialPt=Yes Point=626 GlobalX=4065.9996 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=647 GlobalX=4209 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=663 GlobalX=3942 GlobalY=1069.4988 GlobalZ=0 SpecialPt=Yes Point=735 GlobalX=3942 GlobalY=538.5 GlobalZ=0 SpecialPt=Yes Point=737 GlobalX=4209 GlobalY=538.5 GlobalZ=0 SpecialPt=Yes Point=756 GlobalX=3942 GlobalY=-3 GlobalZ=0 SpecialPt=Yes 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 533 Point=758 GlobalX=4224 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=760 GlobalX=4578 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=795 GlobalX=4962 GlobalY=186.4992 GlobalZ=0 SpecialPt=Yes Point=797 GlobalX=4962 GlobalY=650.4996 GlobalZ=0 SpecialPt=Yes Point=799 GlobalX=4962 GlobalY=890.4996 GlobalZ=0 SpecialPt=Yes Point=801 GlobalX=4962 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=803 GlobalX=4962 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=815 GlobalX=4962 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=1368 GlobalX=3498 GlobalY=186.4992 GlobalZ=0 SpecialPt=Yes Point=1374 GlobalX=3375 GlobalY=-3 GlobalZ=0 SpecialPt=No Point=P110 GlobalX=3942 GlobalY=949.1664 GlobalZ=0 SpecialPt=Yes Point=P111 GlobalX=3942 GlobalY=1007.8332 GlobalZ=0 SpecialPt=Yes Point=P112 GlobalX=3942 GlobalY=1066.4988 GlobalZ=0 SpecialPt=Yes Point=P113 GlobalX=3942 GlobalY=1125.1656 GlobalZ=0 SpecialPt=Yes Point=P114 GlobalX=3942 GlobalY=1183.8336 GlobalZ=0 SpecialPt=Yes Point=P124 GlobalX=3721.2 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P125 GlobalX=3776.4 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P126 GlobalX=3831.6 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P127 GlobalX=3886.8 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P128 GlobalX=4488.6672 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P129 GlobalX=4533.3336 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P130 GlobalX=4632.8568 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P131 GlobalX=4687.7136 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P132 GlobalX=4742.5716 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P133 GlobalX=4797.4296 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P134 GlobalX=4852.2864 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P135 GlobalX=4907.1432 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P136 GlobalX=5154 GlobalY=44.3748 GlobalZ=0 SpecialPt=Yes Point=P137 GlobalX=5154 GlobalY=91.7496 GlobalZ=0 SpecialPt=Yes Point=P138 GlobalX=5154 GlobalY=139.1244 GlobalZ=0 SpecialPt=Yes Point=P139 GlobalX=5154 GlobalY=237.8328 GlobalZ=0 SpecialPt=Yes Point=P140 GlobalX=5154 GlobalY=289.1664 GlobalZ=0 SpecialPt=Yes Point=P141 GlobalX=5154 GlobalY=340.5 GlobalZ=0 SpecialPt=Yes Point=P142 GlobalX=5154 GlobalY=391.8336 GlobalZ=0 SpecialPt=Yes Point=P143 GlobalX=5154 GlobalY=443.166 GlobalZ=0 SpecialPt=Yes Point=P144 GlobalX=5154 GlobalY=1384.6248 GlobalZ=0 SpecialPt=Yes Point=P145 GlobalX=4632.8568 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P146 GlobalX=4687.7136 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P147 GlobalX=5154 GlobalY=1299.2856 GlobalZ=0 SpecialPt=Yes Point=P148 GlobalX=5154 GlobalY=1356.0708 GlobalZ=0 SpecialPt=Yes Point=P149 GlobalX=5154 GlobalY=1412.8572 GlobalZ=0 SpecialPt=Yes Point=P150 GlobalX=5154 GlobalY=1469.6424 GlobalZ=0 SpecialPt=Yes Point=P151 GlobalX=5154 GlobalY=1526.4276 GlobalZ=0 SpecialPt=Yes Point=P152 GlobalX=5154 GlobalY=1583.214 GlobalZ=0 SpecialPt=Yes Point=P153 GlobalX=4261.7136 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P154 GlobalX=4314.4296 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P155 GlobalX=4367.1432 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P156 GlobalX=4419.8568 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P157 GlobalX=4472.5716 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P158 GlobalX=4525.2864 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P159 GlobalX=3995.4 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P160 GlobalX=4048.8 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P161 GlobalX=4102.2 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P162 GlobalX=4155.6 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P163 GlobalX=3721.2 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P164 GlobalX=3776.4 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P165 GlobalX=3831.6 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 534 Point=P166 GlobalX=3886.8 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P167 GlobalX=4209 GlobalY=941.8332 GlobalZ=0 SpecialPt=Yes Point=P168 GlobalX=4209 GlobalY=993.1668 GlobalZ=0 SpecialPt=Yes Point=P169 GlobalX=3995.4 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=P170 GlobalX=4048.8 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=P171 GlobalX=4102.2 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=P172 GlobalX=4155.6 GlobalY=1242.4992 GlobalZ=0 SpecialPt=Yes Point=P175 GlobalX=5010 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P176 GlobalX=5058 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P177 GlobalX=5106 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P178 GlobalX=5010 GlobalY=494.4996 GlobalZ=0 SpecialPt=Yes Point=P179 GlobalX=5058 GlobalY=494.4996 GlobalZ=0 SpecialPt=Yes Point=P180 GlobalX=5106 GlobalY=494.4996 GlobalZ=0 SpecialPt=Yes Point=P181 GlobalX=5010 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=P182 GlobalX=5058 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=P183 GlobalX=5106 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=P184 GlobalX=5106 GlobalY=1182.4992 GlobalZ=0 SpecialPt=Yes Point=P185 GlobalX=5058 GlobalY=1182.4992 GlobalZ=0 SpecialPt=Yes Point=P186 GlobalX=5010 GlobalY=1182.4992 GlobalZ=0 SpecialPt=Yes Point=P187 GlobalX=4962 GlobalY=948.9 GlobalZ=0 SpecialPt=Yes Point=P188 GlobalX=4962 GlobalY=1007.2992 GlobalZ=0 SpecialPt=Yes Point=P189 GlobalX=4962 GlobalY=1065.6996 GlobalZ=0 SpecialPt=Yes Point=P190 GlobalX=4962 GlobalY=1124.0988 GlobalZ=0 SpecialPt=Yes Point=P191 GlobalX=4344 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P192 GlobalX=4394.0004 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P193 GlobalX=4251.5004 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P194 GlobalX=4962 GlobalY=546.5004 GlobalZ=0 SpecialPt=Yes Point=P195 GlobalX=4962 GlobalY=598.5 GlobalZ=0 SpecialPt=Yes Point=P199 GlobalX=4614 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P200 GlobalX=4701.9996 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=P201 GlobalX=4754.0004 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=P202 GlobalX=4806 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=P203 GlobalX=4857.9996 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=P204 GlobalX=4910.0004 GlobalY=1640.0004 GlobalZ=0 SpecialPt=Yes Point=P205 GlobalX=4650 GlobalY=1484.0004 GlobalZ=0 SpecialPt=Yes Point=P206 GlobalX=4650 GlobalY=1536 GlobalZ=0 SpecialPt=Yes Point=P207 GlobalX=4650 GlobalY=1587.9996 GlobalZ=0 SpecialPt=Yes Point=P214 GlobalX=3471.9996 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P215 GlobalX=3569.0004 GlobalY=1431.9996 GlobalZ=0 SpecialPt=Yes Point=P333 GlobalX=3471.9996 GlobalY=-3 GlobalZ=0 SpecialPt=Yes Point=P334 GlobalX=3569.0004 GlobalY=-3 GlobalZ=0 SpecialPt=Yes TABLE: "OBJECT GEOMETRY - LINES 01 - GENERAL" Line=1 PointI=90 PointJ=797 LineType=Beam CurveType=Straight Length=30 GUID=bf60dfb4-9258-4ccf-8b96- 03dc1c4529ac Line=2 PointI=799 PointJ=91 LineType=Beam CurveType=Straight Length=30 GUID=2c76bba3-7ba6-416d-a1b1- 905152997332 Line=4 PointI=49 PointJ=13 LineType=Beam CurveType=Straight Length=6 GUID=62bef7e7-2264-4d16-98c2- 49e1cce3fda8 Line=10 PointI=1374 PointJ=151 LineType=Beam CurveType=Straight Length=291 GUID=a9b5c6d5-d674-4867-a7b8- 39e5e309b7f3 Line=16 PointI=267 PointJ=178 LineType=Beam CurveType=Straight Length=291 GUID=8082019f-62db-4d6b-8723- c97860313b8a Line=X01 PointI=220 PointJ=232 LineType=Beam CurveType=Straight Length=267 GUID=718b814e-4699-4cc6-b3d4- 7fa2a17690dd Line=X02 PointI=219 PointJ=88 LineType=Beam CurveType=Straight Length=159 GUID=267d1503-3c59-4cc5-8180- 8ff18edadebf 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 535 Line=X03 PointI=457 PointJ=221 LineType=Beam CurveType=Straight Length=38.0003999999999 GUID=f0ecd27a- 3a20-4631-9f29-15f3740b2633 Line=X04 PointI=756 PointJ=758 LineType=Beam CurveType=Straight Length=282 GUID=5ef55870-6c59-4252-98c5- c1fda616e730 Line=Y01 PointI=219 PointJ=220 LineType=Beam CurveType=Straight Length=351.9996 GUID=b437806f -aad4-48d1- b7a5-290328063bef Line=Y02 PointI=221 PointJ=494 LineType=Beam CurveType=Straight Length=154.0008 GUID=a32eee1f -3f17-42e2- 8e03-1c2653eb1b82 Line=Y03 PointI=514 PointJ=538 LineType=Beam CurveType=Straight Length=48 GUID=db9ecf2a-6843-4ece-a13a- ec692578e244 Line=Y04 PointI=584 PointJ=232 LineType=Beam CurveType=Straight Length=31.9992 GUID=79f19bdd-36d4-4257-abf7- 3d48aa59f5b9 Line=Y05 PointI=797 PointJ=799 LineType=Beam CurveType=Straight Length=240 GUID=f1f14f70-1ca9-4285-9765- fec3ac8b213b Line=W1-W PointI=194 PointJ=45 LineType=Beam CurveType=Straight Length=189.5004 GUID=c5c7ad47-0db2-422a- 9f6b-29d8183f6186 Line=W2-W PointI=334 PointJ=73 LineType=Beam CurveType=Straight Length=72 GUID=7b1210c2-cb87-4b77-907a- dd3ddc251340 Line=W6-W PointI=82 PointJ=86 LineType=Beam CurveType=Straight Length=192 GUID=10580f8d-79c3-4bf0-b929- 83d2a9a8fc13 Line=W7-W PointI=190 PointJ=191 LineType=Beam CurveType=Straight Length=189.4992 GUID=1b0d6872-cbcf-4dc9- 89b2-86dec10a8896 Line=W8-W PointI=815 PointJ=190 LineType=Beam CurveType=Straight Length=192 GUID=b1eed849-e75f-4ef1-9941- dfda924eea33 Line=W9-W PointI=191 PointJ=86 LineType=Beam CurveType=Straight Length=308.0004 GUID=53967ba6-595c-45b3- abfb-1d1cce0d3ade Line=W14-W PointI=647 PointJ=334 LineType=Beam CurveType=Straight Length=369 GUID=6284abfc-8795-4894-87da- 44bd5b89c96b Line=W16-W PointI=180 PointJ=647 LineType=Beam CurveType=Straight Length=267 GUID=090faa67-c214-49bb-8b5b- eed0dcc872dc Line=W17-W PointI=178 PointJ=180 LineType=Beam CurveType=Straight Length=276 GUID=25eace8a-c4b9-4668-a443- 7900ad36b5c6 Line=W19-W PointI=234 PointJ=45 LineType=Beam CurveType=Straight Length=208.0008 GUID=b627b32e-ae98-4423- 9c83-22935b85ae44 Line=W20-W PointI=444 PointJ=439 LineType=Beam CurveType=Straight Length=150 GUID=25e78428-7c38-4416- b3d4-42488456e946 Line=W21-W PointI=151 PointJ=756 LineType=Beam CurveType=Straight Length=276 GUID=409ba920-ccf2-4fbe-bcdd- 70210cf0af06 Line=W22-W PointI=758 PointJ=444 LineType=Beam CurveType=Straight Length=69.9996000000001 GUID=76dcfa9c- ca45-40b5-ba3d-9d274a611e6a Line=W28-W PointI=82 PointJ=797 LineType=Beam CurveType=Straight Length=156 GUID=b09df773-28e0-4880-8958- 844043a8f5fa Line=W29-W PointI=439 PointJ=760 LineType=Beam CurveType=Straight Length=134.0004 GUID=75896038-c136-4eeb- 9f96-fbd80376b891 Line=W30-W PointI=760 PointJ=815 LineType=Beam CurveType=Straight Length=384 GUID=dcad8247-e4ae-46cf-8901- 5efbfcde925d Line=W34-W PointI=196 PointJ=194 LineType=Beam CurveType=Straight Length=60 GUID=66c9391b-754b-4a01-b9eb- 67d0375a59e6 Line=W37-W PointI=198 PointJ=196 LineType=Beam CurveType=Straight Length=192 GUID=11f9cc48-93b8-4776-acab- 2bf134e579d8 Line=W38-W PointI=799 PointJ=198 LineType=Beam CurveType=Straight Length=291.9996 GUID=89980fbe-a9c1-4251- be6c-0afac26266a2 Line=W44-W PointI=244 PointJ=234 LineType=Beam CurveType=Straight Length=504 GUID=73fdd513-0659-4f81-9b4f- 6e61e23b0cb2 Line=W51-W PointI=73 PointJ=244 LineType=Beam CurveType=Straight Length=208.0008 GUID=0cdd33d0-bb08-4ecd- a20d-131f4ebac606 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 536 TABLE: "OBJECT GEOMETRY - AREAS 01 - GENERAL" Area=1 NumPoints=4 Point1=220 Point2=232 Point3=62 Point4=40 Auto=No TotalArea=29902.8824358006 AreaType=Slab CurvedEdges=0 GUID=dafb631d-e9b5-4dfa-99ac-e7511b637c8f Area=2 NumPoints=4 Point1=64 Point2=79 Point3=75 Point4=70 Auto=No TotalArea=695747.2896 AreaType=Slab CurvedEdges=0 Area=3 NumPoints=4 Point1=26 Point2=75 Point3=76 Point4=44 Auto=No TotalArea=215551.3716 AreaType=Slab CurvedEdges=0 Area=4 NumPoints=4 Point1=67 Point2=64 Point3=69 Point4=50 Auto=No TotalArea=563084.5356 AreaType=Slab CurvedEdges=0 Area=5 NumPoints=4 Point1=40 Point2=62 Point3=15 Point4=16 Auto=No TotalArea=23363.624396983 AreaType=Slab CurvedEdges=0 GUID=dafb631d-e9b5-4dfa-99ac-e7511b637c8f Area=7 NumPoints=4 Point1=78 Point2=60 Point3=68 Point4=244 Auto=No TotalArea=240295.22419968 AreaType=Slab CurvedEdges=0 Area=8 NumPoints=4 Point1=79 Point2=61 Point3=63 Point4=77 Auto=No TotalArea=265994.793 AreaType=Slab CurvedEdges=0 Area=9 NumPoints=4 Point1=77 Point2=65 Point3=66 Point4=78 Auto=No TotalArea=215095.47520032 AreaType=Slab CurvedEdges=0 Area=10 NumPoints=4 Point1=219 Point2=9 Point3=10 Point4=221 Auto=No TotalArea=32040 AreaType=Slab CurvedEdges=0 GUID=06eb4a35-b908-480a-80d0-5339d1100a0f Area=11 NumPoints=4 Point1=221 Point2=11 Point3=12 Point4=232 Auto=No TotalArea=42239.952 AreaType=Slab CurvedEdges=0 GUID=423cd22d-dab6-4ead-a117-0612a4639548 Area=12 NumPoints=4 Point1=219 Point2=220 Point3=71 Point4=49 Auto=No TotalArea=63359.928 AreaType=Slab CurvedEdges=0 GUID=4500041a-edc6-4ead-acd1-fccc92f5c008 Area=14 NumPoints=4 Point1=219 Point2=49 Point3=70 Point4=9 Auto=No TotalArea=21600 AreaType=Slab CurvedEdges=0 GUID=4b7c9955-ab48-4b05-9bb4-6c34b2bd0258 Area=15 NumPoints=4 Point1=11 Point2=221 Point3=10 Point4=26 Auto=No TotalArea=14400 AreaType=Slab CurvedEdges=0 GUID=5f7b230d-826d-445a-82a9-d6b91ff87723 Area=16 NumPoints=4 Point1=15 Point2=232 Point3=12 Point4=44 Auto=No TotalArea=23940 AreaType=Slab CurvedEdges=0 GUID=6941d2eb-8eef-4f9a-a2bd-b2904bdd6d62 Area=17 NumPoints=4 Point1=220 Point2=16 Point3=69 Point4=71 Auto=No TotalArea=35910 AreaType=Slab CurvedEdges=0 GUID=640311d7-d031-495c-8e32-79c85211c730 Area=18 NumPoints=4 Point1=5 Point2=17 Point3=232 Point4=220 Auto=No TotalArea=64346.8932 AreaType=Slab CurvedEdges=0 GUID=61f31e3a-2f4d-4327-a47f-ddf3e8d9ac3a Area=20 NumPoints=4 Point1=18 Point2=19 Point3=5 Point4=219 Auto=No TotalArea=15318 AreaType=Slab CurvedEdges=0 GUID=9c8861cc-6909-4cd6-893c-7382d32319bf Area=21 NumPoints=4 Point1=19 Point2=18 Point3=221 Point4=17 Auto=No TotalArea=14319 AreaType=Slab CurvedEdges=0 GUID=ebf1caa1-a2d2-4538-a93e-14394cdfcf76 Area=22 NumPoints=4 Point1=144 Point2=22 Point3=7 Point4=8 Auto=No TotalArea=37107 AreaType=Slab CurvedEdges=0 Area=28 NumPoints=6 Point1=60 Point2=68 Point3=244 Point4=81 Auto=No TotalArea=218455.34899968 AreaType=Slab CurvedEdges=0 GUID=9a553372-6de0-4f82-96c2-15915e86d426 Area=28 Point1=801 Point2=6 Area=29 NumPoints=4 Point1=2 Point2=20 Point3=42 Point4=43 Auto=No TotalArea=58385.8224 AreaType=Slab CurvedEdges=0 Area=30 NumPoints=4 Point1=55 Point2=795 Point3=56 Point4=57 Auto=No TotalArea=10764 AreaType=Slab CurvedEdges=0 TABLE: "OBJECT GEOMETRY - DESIGN STRIPS" Strip=SB1 Point=29 GlobalX=4075.5 GlobalY=-27 WALeft=133.5 WARight=133.5 AutoWiden=No Strip=SB1 Point=39 GlobalX=4075.5 GlobalY=1689 WBLeft=133.5 WBRight=133.5 Strip=CSA1 Point=1 GlobalX=3882 GlobalY=-27 WALeft=114 WARight=60 AutoWiden=No Strip=CSA1 Point=3 GlobalX=3882 GlobalY=1689 WBLeft=114 WBRight=60 Strip=CSA2 Point=21 GlobalX=4269 GlobalY=-27 WALeft=60 WARight=60 AutoWiden=No Strip=CSA2 Point=23 GlobalX=4269 GlobalY=1689 WBLeft=60 WBRight=60 Strip=CSA4 Point=46 GlobalX=3159.9996 GlobalY=1342.2492 WALeft=99.75 WARight=99.75 AutoWiden=No Strip=CSA4 Point=47 GlobalX=5373.9996 GlobalY=1342.2492 WBLeft=99.75 WBRight=99.75 Strip=CSA5 Point=P206 GlobalX=4650 GlobalY=1536 WALeft=104.0004 WARight=94.0008 AutoWiden=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 537 Strip=CSA5 Point=30 GlobalX=5226 GlobalY=1536 WBLeft=104.0004 WBRight=94.0008 Strip=CSA6 Point=4 GlobalX=3159.9996 GlobalY=830.4996 WALeft=60 WARight=60 AutoWiden=No Strip=CSA6 Point=24 GlobalX=5373.9996 GlobalY=830.4996 WBLeft=60 WBRight=60 Strip=CSA7 Point=33 GlobalX=3159.9996 GlobalY=538.5 WALeft=231.9996 WARight=176.0004 AutoWiden=No Strip=CSA7 Point=34 GlobalX=5373.9996 GlobalY=538.5 WBLeft=231.9996 WBRight=176.0004 Strip=CSA8 Point=35 GlobalX=3159.9996 GlobalY=186.4992 WALeft=176.0004 WARight=199.4988 AutoWiden=No Strip=CSA8 Point=36 GlobalX=5373.9996 GlobalY=186.4992 WBLeft=176.0004 WBRight=199.4988 Strip=CSB1 Point=51 GlobalX=4578 GlobalY=-27 WALeft=249 WARight=192 AutoWiden=No Strip=CSB1 Point=52 GlobalX=4578 GlobalY=1689 WBLeft=249 WBRight=192 Strip=CSB2 Point=53 GlobalX=3666 GlobalY=-27 WALeft=291 WARight=102 AutoWiden=No Strip=CSB2 Point=54 GlobalX=3666 GlobalY=1689 WBLeft=291 WBRight=102 Strip=CSB3 Point=58 GlobalX=4962 GlobalY=-27 WALeft=192 WARight=10.3992 AutoWiden=No Strip=CSB3 Point=59 GlobalX=4962 GlobalY=1689 WBLeft=192 WBRight=10.3992 Strip=CSB5 Point=72 GlobalX=5063.0004 GlobalY=1172.4996 WALeft=90.6 WARight=101.0004 AutoWiden=No Strip=CSB5 Point=74 GlobalX=5063.0004 GlobalY=1688.4996 WBLeft=90.6 WBRight=101.0004 Strip=CSB6 Point=89 GlobalX=5058 GlobalY=-13.2504 WALeft=86.0004 WARight=105.9996 AutoWiden=No Strip=CSB6 Point=83 GlobalX=5058 GlobalY=537 WBLeft=86.0004 WBRight=105.9996 Strip=CSN1 Point=104 GlobalX=4932 GlobalY=770.5 WALeft=120 WARight=120 AutoWiden=No Strip=CSN1 Point=105 GlobalX=4992 GlobalY=770.5 WBLeft=120 WBRight=120 Strip=CSN2 Point=90 GlobalX=4962 GlobalY=620.4996 WALeft=30 WARight=30 AutoWiden=No Strip=CSN2 Point=91 GlobalX=4962 GlobalY=920.4996 WBLeft=30 WBRight=30 Strip=CSN3 Point=103 GlobalX=3896.4 GlobalY=-3 WALeft=45.6 WARight=45.6 AutoWiden=No Strip=CSN3 Point=101 GlobalX=4254.6 GlobalY=-3 WBLeft=45.6 WBRight=45.6 Strip=CSN4 Point=95 GlobalX=4075.5 GlobalY=-3 WALeft=135 WARight=135 AutoWiden=No Strip=CSN4 Point=96 GlobalX=4075.5 GlobalY=42.6 WBLeft=135 WBRight=135 Strip=CSN5 Point=95 GlobalX=4075.5 GlobalY=-3 WALeft=135 WARight=135 AutoWiden=No Strip=CSN5 Point=97 GlobalX=4075.5 GlobalY=-48.6 WBLeft=135 WBRight=135 Strip=CSA12 Point=31 GlobalX=3159.9996 GlobalY=1066.5 WALeft=175.9992 WARight=175.9992 AutoWiden=No Strip=CSA12 Point=32 GlobalX=5373.9996 GlobalY=1066.5 WBLeft=175.9992 WBRight=175.9992 TABLE: "COORDINATE SYSTEMS" CoordSys=GLOBAL Type=Cartesian OriginGx=0 OriginGy=0 RotAngle=0 TABLE: "GRID LINES" CoordSys=GLOBAL AxisDir=X GridID=R17 Ordinate=0 Visible=Yes BubbleLoc=End GridColor=10461087 BubbleSize=60 HideAll=No CoordSys=GLOBAL AxisDir=X GridID=R16 Ordinate=282 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R15 Ordinate=534 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R14 Ordinate=872.0004 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R13 Ordinate=1210 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R12 Ordinate=1548 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R11 Ordinate=1886 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R10 Ordinate=2224 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R9 Ordinate=2484 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R8 Ordinate=2822 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=R7 Ordinate=3160 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=H06 Ordinate=3498 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=H05 Ordinate=3666 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=H04 Ordinate=3942 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=H03 Ordinate=4209 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=H02 Ordinate=4578 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=H01 Ordinate=4962 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=F Ordinate=-3 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=L Ordinate=0 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=E Ordinate=186.4992 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=K Ordinate=210 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=D Ordinate=538.5 Visible=Yes BubbleLoc=End 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 538 CoordSys=GLOBAL AxisDir=Y GridID=J Ordinate=552 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=C Ordinate=890.4996 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=H Ordinate=912 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=B Ordinate=1242.499 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=G Ordinate=1272 Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=F Ordinate=1432 Visible=Yes BubbleLoc=End TABLE: "MATERIAL PROPERTIES 01 - GENERAL" Material=4000Psi Type=Concrete Color=Blue Notes="Normalweight f'c = 4 ksi added 8/5/2021 6:52:36 PM" Material=5000Psi_50pcf Type=Concrete Color=Blue Notes="Normalweight f'c = 4 ksi added 8/5/2021 6:52:36 PM" Material=A416Gr270 Type=Tendon Color=Magenta Notes="ASTM A416 Grade 270 added 8/5/2021 6:52:36 PM" Material=A615Gr60 Type=Rebar Color=Cyan Notes="ASTM A615 Grade 60 added 8/5/2021 6:52:36 PM" Material=MAT1 Type=Concrete Color=Blue Notes="Normalweight f'c = 4 ksi added 8/5/2021 6:52:36 PM" Material=MAT2 Type=Concrete Color=Blue Notes="Normalweight f'c = 4 ksi added 8/5/2021 6:52:36 PM" TABLE: "MATERIAL PROPERTIES 03 - CONCRETE" Material=4000Psi E=3604996.53259195 U=0.2 A=5.5E-06 UnitWt=0.0868055555555555 Fc=4000 LtWtConc=No UserModRup=No Material=5000Psi_50pcf E=4030508 U=0.2 A=5.5E-06 UnitWt=0.0289351851851852 Fc=5000 LtWtConc=No UserModRup=No Material=MAT1 E=5098234 U=0.2 A=5.5E-06 UnitWt=0 Fc=8000 LtWtConc=No UserModRup=No Material=MAT2 E=4030509 U=0.2 A=5.5E-06 UnitWt=0 Fc=4000 LtWtConc=No UserModRup=No TABLE: "MATERIAL PROPERTIES 04 - REBAR" Material=A615Gr60 E=29000000 UnitWt=0.283564814814815 Fy=60000 Fu=90000 TABLE: "MATERIAL PROPERTIES 05 - TENDON" Material=A416Gr270 E=28500000 UnitWt=0.283564814814815 Fy=245100 Fu=270000 TABLE: "BEAM PROPERTIES 01 - GENERAL" Beam="W_16""_5ksi (FND)-W" Type=Rectangular Color=Blue GUID=d4076a44-6fff-4843-8e23-e7cdeff14e34 Beam="W_18""_8ksi_cracked-W" Type=Rectangular Color=Green GUID=c7d8e5ad-dfbb-45a1-a7c0-e7ddcb6801c2 Beam="W_20""_8ksi_cracked-W" Type=Rectangular Color=Gray8Dark GUID=6be06406-3dd2-49f3-8c64-07fcf1b975e9 Beam="W_24""_8ksi_cracked-W" Type=Rectangular Color=Gray8Dark GUID=6be06406-3dd2-49f3-8c64-07fcf1b975e9 TABLE: "BEAM PROPERTIES 02 - RECTANGULAR BEAM" Beam="W_16""_5ksi (FND)-W" MatProp=MAT2 Depth=132 WidthTop=16 WidthBot=16 Beam="W_18""_8ksi_cracked-W" MatProp=MAT1 Depth=132 WidthTop=18 WidthBot=18 Beam="W_20""_8ksi_cracked-W" MatProp=MAT1 Depth=132 WidthTop=20 WidthBot=20 Beam="W_24""_8ksi_cracked-W" MatProp=MAT1 Depth=132 WidthTop=24 WidthBot=24 TABLE: "BEAM PROPERTIES 06 - DESIGN DATA" Beam="W_16""_5ksi (FND)-W" MatRebarL=A615Gr60 MatRebarS=A615Gr60 FlngWOpt="Analysis Property" CoverTop=13.2 CoverBot=13.2 NoDesign=No Beam="W_18""_8ksi_cracked-W" MatRebarL=A615Gr60 MatRebarS=A615Gr60 FlngWOpt="Analysis Property" CoverTop=13.2 CoverBot=13.2 NoDesign=No Beam="W_20""_8ksi_cracked-W" MatRebarL=A615Gr60 MatRebarS=A615Gr60 FlngWOpt="Analysis Property" CoverTop=13.2 CoverBot=13.2 NoDesign=No Beam="W_24""_8ksi_cracked-W" MatRebarL=A615Gr60 MatRebarS=A615Gr60 FlngWOpt="Analysis Property" CoverTop=13.2 CoverBot=13.2 NoDesign=No TABLE: "SLAB PROPERTIES 01 - GENERAL" Slab=Mat_2.0FT_5ksi Type=Mat ThickPlate=Yes Color=Gray8Dark Notes="Added 8/5/2021 10:01:08 PM" GUID=caff2eae- 26dc-41ac-963d-83d61daf17ae Slab=Mat_3.0FT_5ksi Type=Mat ThickPlate=Yes Color=4227072 Notes="Added 8/5/2021 10:01:08 PM" GUID=caff2eae- 26dc-41ac-963d-83d61daf17ae 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 539 Slab=Mat_4.0FT_5ksi Type=Mat ThickPlate=Yes Color=Cyan Notes="Added 8/5/2021 10:01:08 PM" GUID=36d5593c- 5765-4908-af93-c0cde5733c05 Slab=Mat_5.0FT_5ksi Type=Mat ThickPlate=Yes Color=8454143 Notes="Added 8/5/2021 10:01:08 PM" GUID=19f140f8- b7dd-4970-8d78-32f371266685 Slab=Mat_7.5FT_5ksi Type=Mat ThickPlate=Yes Color=8454143 Notes="Added 8/5/2021 10:01:08 PM" GUID=19f140f8- b7dd-4970-8d78-32f371266685 TABLE: "SLAB PROPERTIES 02 - SOLID SLABS" Slab=Mat_2.0FT_5ksi Type=Mat MatProp=5000Psi_50pcf Thickness=24 Ortho=No Slab=Mat_3.0FT_5ksi Type=Mat MatProp=5000Psi_50pcf Thickness=36 Ortho=No Slab=Mat_4.0FT_5ksi Type=Mat MatProp=5000Psi_50pcf Thickness=48 Ortho=No Slab=Mat_5.0FT_5ksi Type=Mat MatProp=5000Psi_50pcf Thickness=60 Ortho=No Slab=Mat_7.5FT_5ksi Type=Mat MatProp=5000Psi_50pcf Thickness=90 Ortho=No TABLE: "TENDON PROPERTIES" TendonProp=TENDON1 MatProp=A416Gr270 StrandArea=0.153 Color=Gray8Dark TABLE: "REINFORCING BAR SIZES" RebarID=#2 Area=0.05 Diameter=0.25 RebarID=#3 Area=0.109999999403953 Diameter=0.375 RebarID=#4 Area=0.200000002980233 Diameter=0.5 RebarID=#5 Area=0.310000002384185 Diameter=0.625 RebarID=#6 Area=0.439999997615814 Diameter=0.75 RebarID=#7 Area=0.600000023841857 Diameter=0.875 RebarID=#8 Area=0.790000021457672 Diameter=1 RebarID=#9 Area=0.999999999999999 Diameter=1.12800002098083 RebarID=#10 Area=1.26999998092651 Diameter=1.26999998092651 RebarID=#11 Area=1.55999994277954 Diameter=1.4099999666214 RebarID=#14 Area=2.25 Diameter=1.692999958992 RebarID=#18 Area=4 Diameter=2.25699996948242 TABLE: "COLUMN PROPERTIES 01 - GENERAL" Column=COL1 Type=Rectangular Color=Cyan GUID=d59a5f26-9cd6-440d-8b11-7de7b4e0c4be TABLE: "COLUMN PROPERTIES 02 - RECTANGULAR" Column=COL1 MatProp=4000Psi SecDim2=24 SecDim3=12 AutoRigid=No AutoDrop=No IncludeCap=No TABLE: "WALL PROPERTIES" Wall=WALL1 MatProp=4000Psi Thickness=12 AutoRigid=No OutOfPlane=Yes Color=Magenta GUID=4a92cf3e-23ab- 4f5a-9f64-9c88d568482a TABLE: "SOIL PROPERTIES" Soil=30PCI Subgrade=30 NonlinOpt="Compression Only" Color=Cyan TABLE: "SPRING PROPERTIES - LINE" Spring=LSPR1 VertStiff=1 RotStiff=1 NonlinOpt="None (Linear)" Color=Yellow TABLE: "SPRING PROPERTIES - POINT" Spring=PSPR1 Ux=0 Uy=0 Uz=1 Rx=0 Ry=0 Rz=0 NonlinOpt="None (Linear)" Color=Blue TABLE: "LOAD PATTERNS" LoadPat=S.W. Type=DEAD SelfWtMult=1 GUID=2b1ca966-7b2c-4ae0-8154-ff542a9e8e69 LoadPat=DL Type=DEAD SelfWtMult=0 GUID=43c5e9c8-5af5-458e-93e3-81cd34777b1a LoadPat=SDL Type="SUPER DEAD" SelfWtMult=0 GUID=adc5bcbc-9633-459f-85cc-87a43e89dbc2 LoadPat=LL_red Type="REDUCIBLE LIVE" SelfWtMult=0 GUID=06e86887-ddb3-4643-a715-f0841aadcf55 LoadPat=LL_unred Type=LIVE SelfWtMult=0 GUID=f03e3aa9-b217-4de7-8bae-825f55d37746 LoadPat=LL_roof Type="REDUCIBLE LIVE" SelfWtMult=0 GUID=f11e922c-8bcb-426c-8b49-1312377a9b01 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 540 LoadPat=RSX Type=QUAKE SelfWtMult=0 GUID=0cf396f4-5226-41e7-95a0-02057e90ecd5 LoadPat=RSY Type=QUAKE SelfWtMult=0 GUID=49342b4a-5046-4829-a554-8e9bda65065d LoadPat=ELFX Type=QUAKE SelfWtMult=0 GUID=fb1da82c-7b0d-45e3-8b0f-317722c77185 LoadPat=ELFY Type=QUAKE SelfWtMult=0 GUID=202607f9-412f-4d3e-add6-e2ebd8b969dd LoadPat=SURCHARGE_LL Type=LIVE SelfWtMult=0 GUID=53350b80-ba8c-4969-9aa1-8d38200af62a LoadPat=SURCHARGE Type=DEAD SelfWtMult=0 GUID=094332ab-8c59-4812-b1b4-2032bf72f759 TABLE: "LOAD CASES 01 - GENERAL" LoadCase=Dead Type=LinStatic DesignOpt=Auto DesignType=DEAD LoadCase=SDL Type=LinStatic DesignOpt=Auto DesignType="SUPER DEAD" LoadCase=LL_red Type=LinStatic DesignOpt=Auto DesignType="REDUCIBLE LIVE" LoadCase=LL_unred Type=LinStatic DesignOpt=Auto DesignType=LIVE LoadCase=LL_roof Type=LinStatic DesignOpt=Auto DesignType="REDUCIBLE LIVE" LoadCase=RSX Type=LinStatic DesignOpt=Auto DesignType=QUAKE LoadCase=RSY Type=LinStatic DesignOpt=Auto DesignType=QUAKE LoadCase=SURCHARGE_LL Type=LinStatic DesignOpt=Auto DesignType=LIVE LoadCase=SURCHARGE Type=LinStatic DesignOpt=Auto DesignType=DEAD LoadCase=S.W. Type=LinStatic DesignOpt=Auto DesignType=DEAD LoadCase=AltASD1 Type=NonStatic DesignOpt=Auto DesignType=DEAD LoadCase=AltASD5-EQ-1 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD5-EQ-2 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD5-EQ-3 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD5-EQ-4 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD5-EQ-5 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD5-EQ-6 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD5-EQ-7 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD5-EQ-8 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD6_EQ-1 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD6_EQ-2 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD6_EQ-3 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD6_EQ-4 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD6_EQ-5 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD6_EQ-6 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD6_EQ-7 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=AltASD6_EQ-8 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD1 Type=NonStatic DesignOpt=Auto DesignType=DEAD LoadCase=LRFD2 Type=NonStatic DesignOpt=Auto DesignType=DEAD LoadCase=LRFD5-EQ-1 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD5-EQ-2 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD5-EQ-3 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD5-EQ-4 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD5-EQ-5 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD5-EQ-6 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD5-EQ-7 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD5-EQ-8 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD7-EQ-1 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD7-EQ-2 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD7-EQ-3 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD7-EQ-4 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD7-EQ-5 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD7-EQ-6 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD7-EQ-7 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=LRFD7-EQ-8 Type=NonStatic DesignOpt=Auto DesignType=OTHER LoadCase=D+L_Check Type=NonStatic DesignOpt=Auto DesignType=DEAD TABLE: "LOAD CASES 02 - STATIC" LoadCase=Dead InitialCond=Zero AType=Linear 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 541 LoadCase=SDL InitialCond=Zero AType=Linear LoadCase=LL_red InitialCond=Zero AType=Linear LoadCase=LL_unred InitialCond=Zero AType=Linear LoadCase=LL_roof InitialCond=Zero AType=Linear LoadCase=RSX InitialCond=Zero AType=Linear LoadCase=RSY InitialCond=Zero AType=Linear LoadCase=SURCHARGE_LL InitialCond=Zero AType=Linear LoadCase=SURCHARGE InitialCond=Zero AType=Linear LoadCase=S.W. InitialCond=Zero AType=Linear LoadCase=AltASD1 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD5-EQ-1 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD5-EQ-2 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD5-EQ-3 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD5-EQ-4 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD5-EQ-5 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD5-EQ-6 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD5-EQ-7 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD5-EQ-8 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD6_EQ-1 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD6_EQ-2 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD6_EQ-3 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD6_EQ-4 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD6_EQ-5 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD6_EQ-6 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD6_EQ-7 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=AltASD6_EQ-8 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD1 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD2 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD5-EQ-1 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD5-EQ-2 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD5-EQ-3 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD5-EQ-4 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD5-EQ-5 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD5-EQ-6 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD5-EQ-7 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD5-EQ-8 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD7-EQ-1 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD7-EQ-2 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD7-EQ-3 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD7-EQ-4 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD7-EQ-5 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD7-EQ-6 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD7-EQ-7 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=LRFD7-EQ-8 InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 LoadCase=D+L_Check InitialCond=Zero AType="Allow Uplift" RelForceTol=1E-05 TABLE: "LOAD CASES 06 - LOADS APPLIED" LoadCase=Dead LoadPat=DL SF=1 LoadCase=SDL LoadPat=SDL SF=1 LoadCase=LL_red LoadPat=LL_red SF=1 LoadCase=LL_unred LoadPat=LL_unred SF=1 LoadCase=LL_roof LoadPat=LL_roof SF=1 LoadCase=RSX LoadPat=RSX SF=1 LoadCase=RSY LoadPat=RSY SF=1 LoadCase=SURCHARGE_LL LoadPat=SURCHARGE_LL SF=1 LoadCase=SURCHARGE LoadPat=SURCHARGE SF=1 LoadCase=S.W. LoadPat=S.W. SF=1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 542 LoadCase=AltASD1 LoadPat=DL SF=1 LoadCase=AltASD1 LoadPat=SDL SF=1 LoadCase=AltASD1 LoadPat=LL_red SF=0.5 LoadCase=AltASD1 LoadPat=LL_unred SF=1 LoadCase=AltASD1 LoadPat=LL_roof SF=0.5 LoadCase=AltASD1 LoadPat=S.W. SF=1 LoadCase=AltASD5-EQ-1 LoadPat=DL SF=1 LoadCase=AltASD5-EQ-1 LoadPat=SDL SF=1 LoadCase=AltASD5-EQ-1 LoadPat=RSX SF=0.7 LoadCase=AltASD5-EQ-1 LoadPat=RSY SF=0.21 LoadCase=AltASD5-EQ-1 LoadPat=LL_red SF=0.5 LoadCase=AltASD5-EQ-1 LoadPat=LL_unred SF=1 LoadCase=AltASD5-EQ-1 LoadPat=LL_roof SF=0.5 LoadCase=AltASD5-EQ-1 LoadPat=S.W. SF=1 LoadCase=AltASD5-EQ-2 LoadPat=DL SF=1 LoadCase=AltASD5-EQ-2 LoadPat=SDL SF=1 LoadCase=AltASD5-EQ-2 LoadPat=RSX SF=0.7 LoadCase=AltASD5-EQ-2 LoadPat=RSY SF=-0.21 LoadCase=AltASD5-EQ-2 LoadPat=LL_red SF=0.5 LoadCase=AltASD5-EQ-2 LoadPat=LL_unred SF=1 LoadCase=AltASD5-EQ-2 LoadPat=LL_roof SF=0.5 LoadCase=AltASD5-EQ-2 LoadPat=S.W. SF=1 LoadCase=AltASD5-EQ-3 LoadPat=DL SF=1 LoadCase=AltASD5-EQ-3 LoadPat=SDL SF=1 LoadCase=AltASD5-EQ-3 LoadPat=RSX SF=-0.7 LoadCase=AltASD5-EQ-3 LoadPat=RSY SF=0.21 LoadCase=AltASD5-EQ-3 LoadPat=LL_red SF=0.5 LoadCase=AltASD5-EQ-3 LoadPat=LL_unred SF=1 LoadCase=AltASD5-EQ-3 LoadPat=LL_roof SF=0.5 LoadCase=AltASD5-EQ-3 LoadPat=S.W. SF=1 LoadCase=AltASD5-EQ-4 LoadPat=DL SF=1 LoadCase=AltASD5-EQ-4 LoadPat=SDL SF=1 LoadCase=AltASD5-EQ-4 LoadPat=RSX SF=-0.7 LoadCase=AltASD5-EQ-4 LoadPat=RSY SF=-0.21 LoadCase=AltASD5-EQ-4 LoadPat=LL_red SF=0.5 LoadCase=AltASD5-EQ-4 LoadPat=LL_unred SF=1 LoadCase=AltASD5-EQ-4 LoadPat=LL_roof SF=0.5 LoadCase=AltASD5-EQ-4 LoadPat=S.W. SF=1 LoadCase=AltASD5-EQ-5 LoadPat=DL SF=1 LoadCase=AltASD5-EQ-5 LoadPat=SDL SF=1 LoadCase=AltASD5-EQ-5 LoadPat=RSX SF=0.21 LoadCase=AltASD5-EQ-5 LoadPat=RSY SF=0.7 LoadCase=AltASD5-EQ-5 LoadPat=LL_red SF=0.5 LoadCase=AltASD5-EQ-5 LoadPat=LL_unred SF=1 LoadCase=AltASD5-EQ-5 LoadPat=LL_roof SF=0.5 LoadCase=AltASD5-EQ-5 LoadPat=S.W. SF=1 LoadCase=AltASD5-EQ-6 LoadPat=DL SF=1 LoadCase=AltASD5-EQ-6 LoadPat=SDL SF=1 LoadCase=AltASD5-EQ-6 LoadPat=RSX SF=-0.21 LoadCase=AltASD5-EQ-6 LoadPat=RSY SF=0.7 LoadCase=AltASD5-EQ-6 LoadPat=LL_red SF=0.5 LoadCase=AltASD5-EQ-6 LoadPat=LL_unred SF=1 LoadCase=AltASD5-EQ-6 LoadPat=LL_roof SF=0.5 LoadCase=AltASD5-EQ-6 LoadPat=S.W. SF=1 LoadCase=AltASD5-EQ-7 LoadPat=DL SF=1 LoadCase=AltASD5-EQ-7 LoadPat=SDL SF=1 LoadCase=AltASD5-EQ-7 LoadPat=RSX SF=0.21 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 543 LoadCase=AltASD5-EQ-7 LoadPat=RSY SF=-0.7 LoadCase=AltASD5-EQ-7 LoadPat=LL_red SF=0.5 LoadCase=AltASD5-EQ-7 LoadPat=LL_unred SF=1 LoadCase=AltASD5-EQ-7 LoadPat=LL_roof SF=0.5 LoadCase=AltASD5-EQ-7 LoadPat=S.W. SF=1 LoadCase=AltASD5-EQ-8 LoadPat=DL SF=1 LoadCase=AltASD5-EQ-8 LoadPat=SDL SF=1 LoadCase=AltASD5-EQ-8 LoadPat=RSX SF=-0.21 LoadCase=AltASD5-EQ-8 LoadPat=RSY SF=-0.7 LoadCase=AltASD5-EQ-8 LoadPat=LL_red SF=0.5 LoadCase=AltASD5-EQ-8 LoadPat=LL_unred SF=1 LoadCase=AltASD5-EQ-8 LoadPat=LL_roof SF=0.5 LoadCase=AltASD5-EQ-8 LoadPat=S.W. SF=1 LoadCase=AltASD6_EQ-1 LoadPat=DL SF=0.9 LoadCase=AltASD6_EQ-1 LoadPat=SDL SF=0.9 LoadCase=AltASD6_EQ-1 LoadPat=RSX SF=0.7 LoadCase=AltASD6_EQ-1 LoadPat=RSY SF=0.21 LoadCase=AltASD6_EQ-1 LoadPat=S.W. SF=0.9 LoadCase=AltASD6_EQ-2 LoadPat=DL SF=0.9 LoadCase=AltASD6_EQ-2 LoadPat=SDL SF=0.9 LoadCase=AltASD6_EQ-2 LoadPat=RSX SF=0.7 LoadCase=AltASD6_EQ-2 LoadPat=RSY SF=-0.21 LoadCase=AltASD6_EQ-2 LoadPat=S.W. SF=0.9 LoadCase=AltASD6_EQ-3 LoadPat=DL SF=0.9 LoadCase=AltASD6_EQ-3 LoadPat=SDL SF=0.9 LoadCase=AltASD6_EQ-3 LoadPat=RSX SF=-0.7 LoadCase=AltASD6_EQ-3 LoadPat=RSY SF=0.21 LoadCase=AltASD6_EQ-3 LoadPat=S.W. SF=0.9 LoadCase=AltASD6_EQ-4 LoadPat=DL SF=0.9 LoadCase=AltASD6_EQ-4 LoadPat=SDL SF=0.9 LoadCase=AltASD6_EQ-4 LoadPat=RSX SF=-0.7 LoadCase=AltASD6_EQ-4 LoadPat=RSY SF=-0.21 LoadCase=AltASD6_EQ-4 LoadPat=S.W. SF=0.9 LoadCase=AltASD6_EQ-5 LoadPat=DL SF=0.9 LoadCase=AltASD6_EQ-5 LoadPat=SDL SF=0.9 LoadCase=AltASD6_EQ-5 LoadPat=RSX SF=0.21 LoadCase=AltASD6_EQ-5 LoadPat=RSY SF=0.7 LoadCase=AltASD6_EQ-5 LoadPat=S.W. SF=0.9 LoadCase=AltASD6_EQ-6 LoadPat=DL SF=0.9 LoadCase=AltASD6_EQ-6 LoadPat=SDL SF=0.9 LoadCase=AltASD6_EQ-6 LoadPat=RSX SF=-0.21 LoadCase=AltASD6_EQ-6 LoadPat=RSY SF=0.7 LoadCase=AltASD6_EQ-6 LoadPat=S.W. SF=0.9 LoadCase=AltASD6_EQ-7 LoadPat=DL SF=0.9 LoadCase=AltASD6_EQ-7 LoadPat=SDL SF=0.9 LoadCase=AltASD6_EQ-7 LoadPat=RSX SF=0.21 LoadCase=AltASD6_EQ-7 LoadPat=RSY SF=-0.7 LoadCase=AltASD6_EQ-7 LoadPat=S.W. SF=0.9 LoadCase=AltASD6_EQ-8 LoadPat=DL SF=0.9 LoadCase=AltASD6_EQ-8 LoadPat=SDL SF=0.9 LoadCase=AltASD6_EQ-8 LoadPat=RSX SF=-0.21 LoadCase=AltASD6_EQ-8 LoadPat=RSY SF=-0.7 LoadCase=AltASD6_EQ-8 LoadPat=S.W. SF=0.9 LoadCase=LRFD1 LoadPat=DL SF=1.4 LoadCase=LRFD1 LoadPat=SDL SF=1.4 LoadCase=LRFD1 LoadPat=SURCHARGE SF=1.4 LoadCase=LRFD1 LoadPat=S.W. SF=1.4 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 544 LoadCase=LRFD2 LoadPat=DL SF=1.2 LoadCase=LRFD2 LoadPat=SDL SF=1.2 LoadCase=LRFD2 LoadPat=LL_red SF=0.8 LoadCase=LRFD2 LoadPat=LL_unred SF=1.6 LoadCase=LRFD2 LoadPat=LL_roof SF=0.8 LoadCase=LRFD2 LoadPat=SURCHARGE SF=1.2 LoadCase=LRFD2 LoadPat=S.W. SF=1.2 LoadCase=LRFD2 LoadPat=SURCHARGE_LL SF=1.6 LoadCase=LRFD5-EQ-1 LoadPat=DL SF=1.4354 LoadCase=LRFD5-EQ-1 LoadPat=SDL SF=1.4354 LoadCase=LRFD5-EQ-1 LoadPat=LL_red SF=0.25 LoadCase=LRFD5-EQ-1 LoadPat=LL_unred SF=0.5 LoadCase=LRFD5-EQ-1 LoadPat=LL_roof SF=0.25 LoadCase=LRFD5-EQ-1 LoadPat=RSX SF=1 LoadCase=LRFD5-EQ-1 LoadPat=RSY SF=0.3 LoadCase=LRFD5-EQ-1 LoadPat=SURCHARGE SF=1.4354 LoadCase=LRFD5-EQ-1 LoadPat=S.W. SF=1.4354 LoadCase=LRFD5-EQ-1 LoadPat=SURCHARGE_LL SF=0.5 LoadCase=LRFD5-EQ-2 LoadPat=DL SF=1.4354 LoadCase=LRFD5-EQ-2 LoadPat=SDL SF=1.4354 LoadCase=LRFD5-EQ-2 LoadPat=LL_red SF=0.25 LoadCase=LRFD5-EQ-2 LoadPat=LL_unred SF=0.5 LoadCase=LRFD5-EQ-2 LoadPat=LL_roof SF=0.25 LoadCase=LRFD5-EQ-2 LoadPat=RSX SF=1 LoadCase=LRFD5-EQ-2 LoadPat=RSY SF=-0.3 LoadCase=LRFD5-EQ-2 LoadPat=SURCHARGE SF=1.4354 LoadCase=LRFD5-EQ-2 LoadPat=S.W. SF=1.4354 LoadCase=LRFD5-EQ-2 LoadPat=SURCHARGE_LL SF=0.5 LoadCase=LRFD5-EQ-3 LoadPat=DL SF=1.4354 LoadCase=LRFD5-EQ-3 LoadPat=SDL SF=1.4354 LoadCase=LRFD5-EQ-3 LoadPat=LL_red SF=0.25 LoadCase=LRFD5-EQ-3 LoadPat=LL_unred SF=0.5 LoadCase=LRFD5-EQ-3 LoadPat=LL_roof SF=0.25 LoadCase=LRFD5-EQ-3 LoadPat=RSX SF=-1 LoadCase=LRFD5-EQ-3 LoadPat=RSY SF=0.3 LoadCase=LRFD5-EQ-3 LoadPat=SURCHARGE SF=1.4354 LoadCase=LRFD5-EQ-3 LoadPat=S.W. SF=1.4354 LoadCase=LRFD5-EQ-3 LoadPat=SURCHARGE_LL SF=0.5 LoadCase=LRFD5-EQ-4 LoadPat=DL SF=1.4354 LoadCase=LRFD5-EQ-4 LoadPat=SDL SF=1.4354 LoadCase=LRFD5-EQ-4 LoadPat=LL_red SF=0.25 LoadCase=LRFD5-EQ-4 LoadPat=LL_unred SF=0.5 LoadCase=LRFD5-EQ-4 LoadPat=LL_roof SF=0.25 LoadCase=LRFD5-EQ-4 LoadPat=RSX SF=-1 LoadCase=LRFD5-EQ-4 LoadPat=RSY SF=-0.3 LoadCase=LRFD5-EQ-4 LoadPat=SURCHARGE SF=1.4354 LoadCase=LRFD5-EQ-4 LoadPat=S.W. SF=1.4354 LoadCase=LRFD5-EQ-4 LoadPat=SURCHARGE_LL SF=0.5 LoadCase=LRFD5-EQ-5 LoadPat=DL SF=1.4354 LoadCase=LRFD5-EQ-5 LoadPat=SDL SF=1.4354 LoadCase=LRFD5-EQ-5 LoadPat=LL_red SF=0.25 LoadCase=LRFD5-EQ-5 LoadPat=LL_unred SF=0.5 LoadCase=LRFD5-EQ-5 LoadPat=LL_roof SF=0.25 LoadCase=LRFD5-EQ-5 LoadPat=RSX SF=0.3 LoadCase=LRFD5-EQ-5 LoadPat=RSY SF=1 LoadCase=LRFD5-EQ-5 LoadPat=SURCHARGE SF=1.4354 LoadCase=LRFD5-EQ-5 LoadPat=S.W. SF=1.4354 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 545 LoadCase=LRFD5-EQ-5 LoadPat=SURCHARGE_LL SF=0.5 LoadCase=LRFD5-EQ-6 LoadPat=DL SF=1.4354 LoadCase=LRFD5-EQ-6 LoadPat=SDL SF=1.4354 LoadCase=LRFD5-EQ-6 LoadPat=LL_red SF=0.25 LoadCase=LRFD5-EQ-6 LoadPat=LL_unred SF=0.5 LoadCase=LRFD5-EQ-6 LoadPat=LL_roof SF=0.25 LoadCase=LRFD5-EQ-6 LoadPat=RSX SF=-0.3 LoadCase=LRFD5-EQ-6 LoadPat=RSY SF=1 LoadCase=LRFD5-EQ-6 LoadPat=SURCHARGE SF=1.4354 LoadCase=LRFD5-EQ-6 LoadPat=S.W. SF=1.4354 LoadCase=LRFD5-EQ-6 LoadPat=SURCHARGE_LL SF=0.5 LoadCase=LRFD5-EQ-7 LoadPat=DL SF=1.4354 LoadCase=LRFD5-EQ-7 LoadPat=SDL SF=1.4354 LoadCase=LRFD5-EQ-7 LoadPat=LL_red SF=0.25 LoadCase=LRFD5-EQ-7 LoadPat=LL_unred SF=0.5 LoadCase=LRFD5-EQ-7 LoadPat=LL_roof SF=0.25 LoadCase=LRFD5-EQ-7 LoadPat=RSX SF=0.3 LoadCase=LRFD5-EQ-7 LoadPat=RSY SF=-1 LoadCase=LRFD5-EQ-7 LoadPat=SURCHARGE SF=1.4354 LoadCase=LRFD5-EQ-7 LoadPat=S.W. SF=1.4354 LoadCase=LRFD5-EQ-7 LoadPat=SURCHARGE_LL SF=0.5 LoadCase=LRFD5-EQ-8 LoadPat=DL SF=1.4354 LoadCase=LRFD5-EQ-8 LoadPat=SDL SF=1.4354 LoadCase=LRFD5-EQ-8 LoadPat=LL_red SF=0.25 LoadCase=LRFD5-EQ-8 LoadPat=LL_unred SF=0.5 LoadCase=LRFD5-EQ-8 LoadPat=LL_roof SF=0.25 LoadCase=LRFD5-EQ-8 LoadPat=RSX SF=-0.3 LoadCase=LRFD5-EQ-8 LoadPat=RSY SF=-1 LoadCase=LRFD5-EQ-8 LoadPat=SURCHARGE SF=1.4354 LoadCase=LRFD5-EQ-8 LoadPat=S.W. SF=1.4354 LoadCase=LRFD5-EQ-8 LoadPat=SURCHARGE_LL SF=0.5 LoadCase=LRFD7-EQ-1 LoadPat=DL SF=0.6646 LoadCase=LRFD7-EQ-1 LoadPat=SDL SF=0.6646 LoadCase=LRFD7-EQ-1 LoadPat=RSX SF=1 LoadCase=LRFD7-EQ-1 LoadPat=RSY SF=0.3 LoadCase=LRFD7-EQ-1 LoadPat=SURCHARGE SF=0.6646 LoadCase=LRFD7-EQ-1 LoadPat=S.W. SF=0.6646 LoadCase=LRFD7-EQ-2 LoadPat=DL SF=0.6646 LoadCase=LRFD7-EQ-2 LoadPat=SDL SF=0.6646 LoadCase=LRFD7-EQ-2 LoadPat=RSX SF=1 LoadCase=LRFD7-EQ-2 LoadPat=RSY SF=-0.3 LoadCase=LRFD7-EQ-2 LoadPat=SURCHARGE SF=0.6646 LoadCase=LRFD7-EQ-2 LoadPat=S.W. SF=0.6646 LoadCase=LRFD7-EQ-3 LoadPat=DL SF=0.6646 LoadCase=LRFD7-EQ-3 LoadPat=SDL SF=0.6646 LoadCase=LRFD7-EQ-3 LoadPat=RSX SF=-1 LoadCase=LRFD7-EQ-3 LoadPat=RSY SF=0.3 LoadCase=LRFD7-EQ-3 LoadPat=SURCHARGE SF=0.6646 LoadCase=LRFD7-EQ-3 LoadPat=S.W. SF=0.6646 LoadCase=LRFD7-EQ-4 LoadPat=DL SF=0.6646 LoadCase=LRFD7-EQ-4 LoadPat=SDL SF=0.6646 LoadCase=LRFD7-EQ-4 LoadPat=RSX SF=-1 LoadCase=LRFD7-EQ-4 LoadPat=RSY SF=-0.3 LoadCase=LRFD7-EQ-4 LoadPat=SURCHARGE SF=0.6646 LoadCase=LRFD7-EQ-4 LoadPat=S.W. SF=0.6646 LoadCase=LRFD7-EQ-5 LoadPat=DL SF=0.6646 LoadCase=LRFD7-EQ-5 LoadPat=SDL SF=0.6646 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 546 LoadCase=LRFD7-EQ-5 LoadPat=RSX SF=0.3 LoadCase=LRFD7-EQ-5 LoadPat=RSY SF=1 LoadCase=LRFD7-EQ-5 LoadPat=SURCHARGE SF=0.6646 LoadCase=LRFD7-EQ-5 LoadPat=S.W. SF=0.6646 LoadCase=LRFD7-EQ-6 LoadPat=DL SF=0.6646 LoadCase=LRFD7-EQ-6 LoadPat=SDL SF=0.6646 LoadCase=LRFD7-EQ-6 LoadPat=RSX SF=-0.3 LoadCase=LRFD7-EQ-6 LoadPat=RSY SF=1 LoadCase=LRFD7-EQ-6 LoadPat=SURCHARGE SF=0.6646 LoadCase=LRFD7-EQ-6 LoadPat=S.W. SF=0.6646 LoadCase=LRFD7-EQ-7 LoadPat=DL SF=0.6646 LoadCase=LRFD7-EQ-7 LoadPat=SDL SF=0.6646 LoadCase=LRFD7-EQ-7 LoadPat=RSX SF=0.3 LoadCase=LRFD7-EQ-7 LoadPat=RSY SF=-1 LoadCase=LRFD7-EQ-7 LoadPat=SURCHARGE SF=0.6646 LoadCase=LRFD7-EQ-7 LoadPat=S.W. SF=0.6646 LoadCase=LRFD7-EQ-8 LoadPat=DL SF=0.6646 LoadCase=LRFD7-EQ-8 LoadPat=SDL SF=0.6646 LoadCase=LRFD7-EQ-8 LoadPat=RSX SF=-0.3 LoadCase=LRFD7-EQ-8 LoadPat=RSY SF=-1 LoadCase=LRFD7-EQ-8 LoadPat=SURCHARGE SF=0.6646 LoadCase=LRFD7-EQ-8 LoadPat=S.W. SF=0.6646 LoadCase=D+L_Check LoadPat=DL SF=1 LoadCase=D+L_Check LoadPat=SDL SF=1 LoadCase=D+L_Check LoadPat=LL_red SF=0.5 LoadCase=D+L_Check LoadPat=LL_unred SF=1 LoadCase=D+L_Check LoadPat=LL_roof SF=0.5 LoadCase=D+L_Check LoadPat=S.W. SF=1 TABLE: "LOAD COMBINATIONS" Combo="AltASD5 ENV" Load=AltASD5-EQ-1 SF=1 Type=Envelope DSStrength=No DSServInit=No DSServNorm=Yes DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:22:07 AM" GUID=5da56daf-1645-48ea-922a-a199640daffc Combo="AltASD5 ENV" Load=AltASD5-EQ-2 SF=1 Combo="AltASD5 ENV" Load=AltASD5-EQ-3 SF=1 Combo="AltASD5 ENV" Load=AltASD5-EQ-4 SF=1 Combo="AltASD5 ENV" Load=AltASD5-EQ-5 SF=1 Combo="AltASD5 ENV" Load=AltASD5-EQ-6 SF=1 Combo="AltASD5 ENV" Load=AltASD5-EQ-7 SF=1 Combo="AltASD5 ENV" Load=AltASD5-EQ-8 SF=1 Combo="AltASD6 ENV" Load=AltASD6_EQ-1 SF=1 Type=Envelope DSStrength=No DSServInit=No DSServNorm=Yes DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:23:06 AM" GUID=5da56daf-1645-48ea-922a-a199640daffc Combo="AltASD6 ENV" Load=AltASD6_EQ-2 SF=1 Combo="AltASD6 ENV" Load=AltASD6_EQ-3 SF=1 Combo="AltASD6 ENV" Load=AltASD6_EQ-4 SF=1 Combo="AltASD6 ENV" Load=AltASD6_EQ-5 SF=1 Combo="AltASD6 ENV" Load=AltASD6_EQ-6 SF=1 Combo="AltASD6 ENV" Load=AltASD6_EQ-7 SF=1 Combo="AltASD6 ENV" Load=AltASD6_EQ-8 SF=1 Combo=ASD1 Type="Linear Add" DSStrength=No DSServInit=No DSServNorm=Yes DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:15:28 AM" GUID=d7ce29fd-1424-4817-8868-e68cdddeb4cf Combo=ASD_ENV Load=AltASD1 SF=1 Type=Envelope DSStrength=No DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 7/15/2021 7:26:05 PM" GUID=3d170959-3982-4122-83ef-123f87be996a Combo=ASD_ENV Load=AltASD5-EQ-1 SF=1 Combo=ASD_ENV Load=AltASD5-EQ-2 SF=1 Combo=ASD_ENV Load=AltASD5-EQ-3 SF=1 Combo=ASD_ENV Load=AltASD5-EQ-4 SF=1 Combo=ASD_ENV Load=AltASD5-EQ-5 SF=1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 547 Combo=ASD_ENV Load=AltASD5-EQ-6 SF=1 Combo=ASD_ENV Load=AltASD5-EQ-7 SF=1 Combo=ASD_ENV Load=AltASD5-EQ-8 SF=1 Combo=ASD_ENV Load=AltASD6_EQ-1 SF=1 Combo=ASD_ENV Load=AltASD6_EQ-2 SF=1 Combo=ASD_ENV Load=AltASD6_EQ-3 SF=1 Combo=ASD_ENV Load=AltASD6_EQ-4 SF=1 Combo=ASD_ENV Load=AltASD6_EQ-5 SF=1 Combo=ASD_ENV Load=AltASD6_EQ-6 SF=1 Combo=ASD_ENV Load=AltASD6_EQ-7 SF=1 Combo=ASD_ENV Load=AltASD6_EQ-8 SF=1 Combo=ASD_GRAVITY Load=AltASD1 SF=1 Type=Envelope DSStrength=No DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 7/15/2021 7:24:16 PM" GUID=61ef4eca-fca6-47e6-b385-004a880a45a0 Combo="LRFD1: 1.4D" Load=LRFD1 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:29:22 AM" GUID=524d387b-1c1b-4e8d-ac38-c23841642c40 Combo="LRFD2: 1.2D+1.6L" Load=LRFD2 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:30:12 AM" GUID=524d387b-1c1b-4e8d-ac38-c23841642c40 Combo="LRFD5-EQ-1: NL COMBO" Load=LRFD5-EQ-1 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:25:00 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD5-EQ-2: NL COMBO" Load=LRFD5-EQ-2 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:25:22 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD5-EQ-3: NL COMBO" Load=LRFD5-EQ-3 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:25:32 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD5-EQ-4: NL COMBO" Load=LRFD5-EQ-4 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:25:41 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD5-EQ-5: NL COMBO" Load=LRFD5-EQ-5 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:25:52 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD5-EQ-6: NL COMBO" Load=LRFD5-EQ-6 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:26:04 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD5-EQ-7: NL COMBO" Load=LRFD5-EQ-7 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:26:14 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD5-EQ-8: NL COMBO" Load=LRFD5-EQ-8 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:26:33 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD7-EQ-1: NL COMBO" Load=LRFD7-EQ-1 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:26:52 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD7-EQ-2: NL COMBO" Load=LRFD7-EQ-2 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:27:37 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD7-EQ-3: NL COMBO" Load=LRFD7-EQ-3 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:27:47 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD7-EQ-4: NL COMBO" Load=LRFD7-EQ-4 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:27:54 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD7-EQ-5: NL COMBO" Load=LRFD7-EQ-5 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:28:04 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 548 Combo="LRFD7-EQ-6: NL COMBO" Load=LRFD7-EQ-6 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:28:13 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD7-EQ-7: NL COMBO" Load=LRFD7-EQ-7 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:28:22 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo="LRFD7-EQ-8: NL COMBO" Load=LRFD7-EQ-8 SF=1 Type="Linear Add" DSStrength=Yes DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 8/12/2021 9:28:30 AM" GUID=524d387b-1c1b-4e8d-ac38- c23841642c40 Combo=LRFD_ENV Load="LRFD1: 1.4D" SF=1 Type=Envelope DSStrength=No DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 7/15/2021 7:26:05 PM" GUID=3d170959-3982-4122-83ef-123f87be996a Combo=LRFD_ENV Load="LRFD2: 1.2D+1.6L" SF=1 Combo=LRFD_ENV Load="LRFD5-EQ-1: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD5-EQ-2: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD5-EQ-3: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD5-EQ-4: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD5-EQ-5: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD5-EQ-6: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD5-EQ-7: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD5-EQ-8: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD7-EQ-1: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD7-EQ-2: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD7-EQ-3: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD7-EQ-4: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD7-EQ-5: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD7-EQ-6: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD7-EQ-7: NL COMBO" SF=1 Combo=LRFD_ENV Load="LRFD7-EQ-8: NL COMBO" SF=1 Combo=LRFD_GRAVITY Load=LRFD1 SF=1 Type=Envelope DSStrength=No DSServInit=No DSServNorm=No DSServLong=No AutoDesign=No Notes="Added 7/15/2021 7:25:55 PM" GUID=3d170959-3982-4122-83ef-123f87be996a Combo=LRFD_GRAVITY Load=LRFD2 SF=1 TABLE: "GROUP DEFINITIONS" Group=All Color=Red Group="POINT LOAD (EAST BUILDING)" Color=Yellow Group="POINT LOAD (H06 GIRDLINE)" Color=Yellow Group="SHEAR WALL" Color=Yellow TABLE: "GROUP ASSIGNMENTS" Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=73 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=82 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=86 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=138 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=140 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=142 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=144 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=146 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=151 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=178 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=180 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=190 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=191 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=194 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=196 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=198 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=233 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=234 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 549 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=244 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=257 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=326 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=328 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=330 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=332 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=334 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=439 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=444 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=647 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=735 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=737 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=756 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=758 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=760 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=795 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=797 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=799 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=801 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=803 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=815 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P124 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P125 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P126 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P127 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P128 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P129 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P130 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P131 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P132 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P133 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P134 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P135 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P136 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P137 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P138 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P139 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P140 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P141 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P142 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P143 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P144 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P147 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P148 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P149 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P150 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P151 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P152 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P153 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P154 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P155 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P156 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P157 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P158 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P159 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P160 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P161 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 550 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P162 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P163 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P164 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P165 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P166 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P175 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P176 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P177 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P178 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P179 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P180 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P181 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P182 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P183 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P184 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P185 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P186 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P187 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P188 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P189 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P190 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P191 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P192 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P193 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P194 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P195 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P199 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P200 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P201 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P202 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P203 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P204 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P205 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P206 Group="POINT LOAD (EAST BUILDING)" ObjType=Point ObjLabel=P207 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=267 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=590 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=596 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=602 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=1368 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=1374 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=P214 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=P215 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=P333 Group="POINT LOAD (H06 GIRDLINE)" ObjType=Point ObjLabel=P334 Group="SHEAR WALL" ObjType=Point ObjLabel=87 Group="SHEAR WALL" ObjType=Point ObjLabel=88 Group="SHEAR WALL" ObjType=Point ObjLabel=219 Group="SHEAR WALL" ObjType=Point ObjLabel=220 Group="SHEAR WALL" ObjType=Point ObjLabel=221 Group="SHEAR WALL" ObjType=Point ObjLabel=232 Group="SHEAR WALL" ObjType=Point ObjLabel=289 Group="SHEAR WALL" ObjType=Point ObjLabel=457 Group="SHEAR WALL" ObjType=Point ObjLabel=494 Group="SHEAR WALL" ObjType=Point ObjLabel=514 Group="SHEAR WALL" ObjType=Point ObjLabel=538 Group="SHEAR WALL" ObjType=Point ObjLabel=584 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 551 Group="SHEAR WALL" ObjType=Point ObjLabel=626 Group="SHEAR WALL" ObjType=Point ObjLabel=663 Group="SHEAR WALL" ObjType=Point ObjLabel=756 Group="SHEAR WALL" ObjType=Point ObjLabel=758 Group="SHEAR WALL" ObjType=Point ObjLabel=797 Group="SHEAR WALL" ObjType=Point ObjLabel=799 Group="SHEAR WALL" ObjType=Point ObjLabel=P110 Group="SHEAR WALL" ObjType=Point ObjLabel=P111 Group="SHEAR WALL" ObjType=Point ObjLabel=P112 Group="SHEAR WALL" ObjType=Point ObjLabel=P113 Group="SHEAR WALL" ObjType=Point ObjLabel=P114 Group="SHEAR WALL" ObjType=Point ObjLabel=P165 Group="SHEAR WALL" ObjType=Point ObjLabel=P166 Group="SHEAR WALL" ObjType=Point ObjLabel=P167 Group="SHEAR WALL" ObjType=Point ObjLabel=P168 Group="SHEAR WALL" ObjType=Point ObjLabel=P169 Group="SHEAR WALL" ObjType=Point ObjLabel=P170 Group="SHEAR WALL" ObjType=Point ObjLabel=P171 Group="SHEAR WALL" ObjType=Point ObjLabel=P172 TABLE: "SLAB PROPERTY ASSIGNMENTS" Area=1 SlabProp=Mat_2.0FT_5ksi Area=2 SlabProp=Mat_4.0FT_5ksi Area=3 SlabProp=Mat_4.0FT_5ksi Area=4 SlabProp=Mat_3.0FT_5ksi Area=5 SlabProp=Mat_7.5FT_5ksi Area=7 SlabProp=Mat_3.0FT_5ksi Area=8 SlabProp=Mat_3.0FT_5ksi Area=9 SlabProp=Mat_3.0FT_5ksi Area=10 SlabProp=Mat_7.5FT_5ksi Area=11 SlabProp=Mat_7.5FT_5ksi Area=12 SlabProp=Mat_7.5FT_5ksi Area=14 SlabProp=Mat_7.5FT_5ksi Area=15 SlabProp=Mat_7.5FT_5ksi Area=16 SlabProp=Mat_7.5FT_5ksi Area=17 SlabProp=Mat_7.5FT_5ksi Area=18 SlabProp=Mat_7.5FT_5ksi Area=20 SlabProp=Mat_2.0FT_5ksi Area=21 SlabProp=Mat_5.0FT_5ksi Area=22 SlabProp=None Area=28 SlabProp=None Area=29 SlabProp=None Area=30 SlabProp=None TABLE: "SLAB PROPERTY MODIFIERS" Area=1 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=2 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=3 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=4 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=5 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=7 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=8 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=9 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=10 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=11 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=12 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=14 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 552 Area=15 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=16 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=17 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=18 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=20 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 Area=21 f11=1 f22=1 f12=1 m11=0.5 m22=0.5 m12=1 v13=1 v23=1 Weight=1 TABLE: "BEAM PROPERTY ASSIGNMENTS" Line=10 BeamProp="W_16""_5ksi (FND)-W" Line=16 BeamProp="W_16""_5ksi (FND)-W" Line=X01 BeamProp="W_20""_8ksi_cracked-W" Line=X02 BeamProp="W_20""_8ksi_cracked-W" Line=X03 BeamProp="W_20""_8ksi_cracked-W" Line=X04 BeamProp="W_18""_8ksi_cracked-W" Line=Y01 BeamProp="W_20""_8ksi_cracked-W" Line=Y02 BeamProp="W_24""_8ksi_cracked-W" Line=Y03 BeamProp="W_24""_8ksi_cracked-W" Line=Y04 BeamProp="W_24""_8ksi_cracked-W" Line=Y05 BeamProp="W_18""_8ksi_cracked-W" Line=W1-W BeamProp="W_16""_5ksi (FND)-W" Line=W2-W BeamProp="W_16""_5ksi (FND)-W" Line=W6-W BeamProp="W_16""_5ksi (FND)-W" Line=W7-W BeamProp="W_16""_5ksi (FND)-W" Line=W8-W BeamProp="W_16""_5ksi (FND)-W" Line=W9-W BeamProp="W_16""_5ksi (FND)-W" Line=W14-W BeamProp="W_16""_5ksi (FND)-W" Line=W16-W BeamProp="W_16""_5ksi (FND)-W" Line=W17-W BeamProp="W_16""_5ksi (FND)-W" Line=W19-W BeamProp="W_16""_5ksi (FND)-W" Line=W20-W BeamProp="W_16""_5ksi (FND)-W" Line=W21-W BeamProp="W_16""_5ksi (FND)-W" Line=W22-W BeamProp="W_16""_5ksi (FND)-W" Line=W28-W BeamProp="W_16""_5ksi (FND)-W" Line=W29-W BeamProp="W_16""_5ksi (FND)-W" Line=W30-W BeamProp="W_16""_5ksi (FND)-W" Line=W34-W BeamProp="W_16""_5ksi (FND)-W" Line=W37-W BeamProp="W_16""_5ksi (FND)-W" Line=W38-W BeamProp="W_16""_5ksi (FND)-W" Line=W44-W BeamProp="W_16""_5ksi (FND)-W" Line=W51-W BeamProp="W_16""_5ksi (FND)-W" TABLE: "BEAM INSERTION POINT" Line=10 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=16 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=X01 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=X02 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=X03 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=X04 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=Y01 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=Y02 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=Y03 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=Y04 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=Y05 CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W1-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W2-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W6-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W7-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 553 Line=W8-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W9-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W14-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W16-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W17-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W19-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W20-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W21-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W22-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W28-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W29-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W30-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W34-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W37-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W38-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W44-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 Line=W51-W CardinalPt="2 (box edge midpoint)" OffsetXI=0 OffsetYI=0 OffsetZI=0 OffsetXJ=0 OffsetYJ=0 OffsetZJ=0 TABLE: "SOIL PROPERTY ASSIGNMENTS" Area=1 SoilProp=30PCI Area=2 SoilProp=30PCI Area=3 SoilProp=30PCI Area=4 SoilProp=30PCI Area=5 SoilProp=30PCI Area=7 SoilProp=30PCI Area=8 SoilProp=30PCI Area=9 SoilProp=30PCI Area=10 SoilProp=30PCI Area=11 SoilProp=30PCI Area=12 SoilProp=30PCI Area=14 SoilProp=30PCI Area=15 SoilProp=30PCI Area=16 SoilProp=30PCI Area=17 SoilProp=30PCI Area=18 SoilProp=30PCI Area=20 SoilProp=30PCI Area=21 SoilProp=30PCI TABLE: "LOAD ASSIGNMENTS - SURFACE LOADS" Area=1 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=1 LoadPat=SDL Dir=Gravity UnifLoad=0.0694444444444444 A=0 B=0 C=0 Area=1 LoadPat=LL_red Dir=Gravity UnifLoad=0.694444444444444 A=0 B=0 C=0 Area=1 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=2 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=2 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=2 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=3 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=3 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=3 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=4 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=4 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=4 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=5 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=5 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=5 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=7 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=7 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 554 Area=7 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=8 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=8 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=8 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=9 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=9 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=9 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=10 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=10 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=10 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=11 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=11 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=11 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=12 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=12 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=12 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=14 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=14 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=14 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=15 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=15 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=15 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=16 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=16 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=16 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=17 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=17 LoadPat=LL_unred Dir=Gravity UnifLoad=0.277777777777778 A=0 B=0 C=0 Area=17 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=18 LoadPat=SDL Dir=Gravity UnifLoad=0.0694444444444444 A=0 B=0 C=0 Area=18 LoadPat=LL_red Dir=Gravity UnifLoad=0.694444444444444 A=0 B=0 C=0 Area=18 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=20 LoadPat=SDL Dir=Gravity UnifLoad=0.0694444444444444 A=0 B=0 C=0 Area=20 LoadPat=LL_red Dir=Gravity UnifLoad=0.694444444444444 A=0 B=0 C=0 Area=20 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=21 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=21 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=21 LoadPat=LL_red Dir=Gravity UnifLoad=0.694444444444444 A=0 B=0 C=0 Area=21 LoadPat=SDL Dir=Gravity UnifLoad=0.434027777777778 A=0 B=0 C=0 Area=22 LoadPat=LL_unred Dir=Gravity UnifLoad=0.590277777777778 A=0 B=0 C=0 Area=28 LoadPat=LL_unred Dir=Gravity UnifLoad=0.590277777777778 A=0 B=0 C=0 Area=29 LoadPat=SDL Dir=Gravity UnifLoad=0.0347222222222222 A=0 B=0 C=0 Area=29 LoadPat=LL_red Dir=Gravity UnifLoad=0.694444444444444 A=0 B=0 C=0 Area=29 LoadPat=LL_unred Dir=Gravity UnifLoad=-0.277777777777778 A=0 B=0 C=0 Area=30 LoadPat=LL_unred Dir=Gravity UnifLoad=0.590277777777778 A=0 B=0 C=0 TABLE: "LOAD ASSIGNMENTS - LINE OBJECTS - DISTRIBUTED LOADS" Line=X01 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=267 FOverLA=3601.5 FOverLB=6518.33333333333 Line=X01 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=267 FOverLA=806 FOverLB=272.666666666667 Line=X01 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=267 FOverLA=588.166666666667 FOverLB=2048.58333333333 Line=X01 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=267 FOverLA=476.916666666667 FOverLB=751.583333333333 Line=X01 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=267 FOverLA=-20352.5833333333 FOverLB=23910.6666666667 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 555 Line=X01 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=267 FOverLA=19532.0833333333 FOverLB=14415.5 Line=X01 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=267 FOverLA=-10003.25 FOverLB=25808.5 Line=X01 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=267 FOverLA=28001.6666666667 FOverLB=-1192.66666666667 Line=X02 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=159 FOverLA=5086.41666666667 FOverLB=6322.41666666667 Line=X02 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=159 FOverLA=1180.58333333333 FOverLB=844.583333333333 Line=X02 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=159 FOverLA=623.25 FOverLB=1238.41666666667 Line=X02 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=159 FOverLA=1095.16666666667 FOverLB=1231.83333333333 Line=X02 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=159 FOverLA=-21753.1666666667 FOverLB=14382.0833333333 Line=X02 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=159 FOverLA=-21014.9166666667 FOverLB=-18041.6666666667 Line=X02 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=159 FOverLA=-23842.4166666667 FOverLB=5326.66666666667 Line=X02 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=159 FOverLA=-24726.25 FOverLB=-6066.25 Line=X03 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=38.0003999999999 FOverLA=9252.08333333333 FOverLB=6958.41666666667 Line=X03 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=38.0003999999999 FOverLA=1527.66666666667 FOverLB=630.166666666667 Line=X03 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=38.0003999999999 FOverLA=2486.16666666667 FOverLB=1987.5 Line=X03 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=38.0003999999999 FOverLA=1829.66666666667 FOverLB=433.5 Line=X03 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=38.0003999999999 FOverLA=6664.83333333333 FOverLB=23019.4166666667 Line=X03 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=38.0003999999999 FOverLA=-23997.25 FOverLB=-22002.75 Line=X03 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=38.0003999999999 FOverLA=8756.25 FOverLB=24612.1666666667 Line=X03 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=38.0003999999999 FOverLA=-26498.5833333333 FOverLB=-17922.4166666667 Line=X04 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=282 FOverLA=2160.25 FOverLB=3201.41666666667 Line=X04 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=282 FOverLA=875.416666666667 FOverLB=833.75 Line=X04 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=282 FOverLA=186.5 FOverLB=919.833333333333 Line=X04 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=282 FOverLA=133.666666666667 FOverLB=64.9166666666667 Line=X04 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=282 FOverLA=-13097.5 FOverLB=13196.75 Line=X04 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=282 FOverLA=-2881.41666666667 FOverLB=2498.41666666667 Line=X04 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=282 FOverLA=-13884.6666666667 FOverLB=14104.5 Line=X04 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=282 FOverLA=-9299.16666666667 FOverLB=8951.66666666667 Line=Y01 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=351.9996 FOverLA=4795.41666666667 FOverLB=3625.08333333333 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 556 Line=Y01 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=351.9996 FOverLA=1195.5 FOverLB=832.916666666667 Line=Y01 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=351.9996 FOverLA=574.666666666667 FOverLB=607.166666666667 Line=Y01 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=351.9996 FOverLA=1033.16666666667 FOverLB=500.916666666667 Line=Y01 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=351.9996 FOverLA=-16217.25 FOverLB=-17379.4166666667 Line=Y01 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=351.9996 FOverLA=-21354.1666666667 FOverLB=22280.3333333333 Line=Y01 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=351.9996 FOverLA=-2556.66666666667 FOverLB=-23278.5833333333 Line=Y01 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=351.9996 FOverLA=-7651.33333333333 FOverLB=27446.8333333333 Line=Y02 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=154.0008 FOverLA=9465.83333333333 FOverLB=8949.75 Line=Y02 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=154.0008 FOverLA=874.666666666667 FOverLB=631.833333333333 Line=Y02 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=154.0008 FOverLA=2448 FOverLB=2539.08333333333 Line=Y02 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=154.0008 FOverLA=1683.91666666667 FOverLB=1277.08333333333 Line=Y02 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=154.0008 FOverLA=23728.5 FOverLB=19557.1666666667 Line=Y02 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=154.0008 FOverLA=-29613.5833333333 FOverLB=7977.25 Line=Y02 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=154.0008 FOverLA=27517.0833333333 FOverLB=7625.75 Line=Y02 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=154.0008 FOverLA=-32846.4166666667 FOverLB=469.833333333333 Line=Y03 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=48 FOverLA=9000 FOverLB=9250 Line=Y03 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=48 FOverLA=797.75 FOverLB=785.583333333333 Line=Y03 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=48 FOverLA=2864.58333333333 FOverLB=3052.08333333333 Line=Y03 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=48 FOverLA=916.666666666667 FOverLB=666.666666666667 Line=Y03 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=48 FOverLA=25125 FOverLB=23250 Line=Y03 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=48 FOverLA=-4739.58333333333 FOverLB=20322.9166666667 Line=Y03 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=48 FOverLA=25489.5833333333 FOverLB=11052.0833333333 Line=Y03 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=48 FOverLA=1625 FOverLB=26625 Line=Y04 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=31.9992 FOverLA=7992.25 FOverLB=8132.91666666667 Line=Y04 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=31.9992 FOverLA=645.916666666667 FOverLB=604.166666666667 Line=Y04 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=31.9992 FOverLA=2515.66666666667 FOverLB=2796.91666666667 Line=Y04 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=31.9992 FOverLA=968.75 FOverLB=406.25 Line=Y04 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=31.9992 FOverLA=30492.5833333333 FOverLB=27820.6666666667 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 557 Line=Y04 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=31.9992 FOverLA=4742.16666666667 FOverLB=24008.25 Line=Y04 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=31.9992 FOverLA=29383.25 FOverLB=17429.8333333333 Line=Y04 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=31.9992 FOverLA=10578.1666666667 FOverLB=30547.4166666667 Line=Y05 LoadPat=DL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=240 FOverLA=1624.16666666667 FOverLB=1359.16666666667 Line=Y05 LoadPat=SDL Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=240 FOverLA=456.666666666667 FOverLB=451.666666666667 Line=Y05 LoadPat=LL_red Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=240 FOverLA=112.5 FOverLB=137.5 Line=Y05 LoadPat=LL_unred Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=240 FOverLA=652.5 FOverLB=572.5 Line=Y05 LoadPat=ELFX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=240 FOverLA=-801.666666666667 FOverLB=718.333333333333 Line=Y05 LoadPat=ELFY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=240 FOverLA=-6376.25 FOverLB=6476.25 Line=Y05 LoadPat=RSX Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=240 FOverLA=-5914.16666666667 FOverLB=5780.83333333333 Line=Y05 LoadPat=RSY Type=Force Dir=Gravity DistType=RelDist RelDistA=0 RelDistB=1 AbsDistA=0 AbsDistB=240 FOverLA=-7623.75 FOverLB=7748.75 TABLE: "LOAD ASSIGNMENTS - POINT LOADS" Point=73 LoadPat=DL Fx=0 Fy=0 Fgrav=66282 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=73 LoadPat=SDL Fx=0 Fy=0 Fgrav=31575 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=73 LoadPat=LL_red Fx=0 Fy=0 Fgrav=18682 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=73 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=9317 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=82 LoadPat=DL Fx=0 Fy=0 Fgrav=46290 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=82 LoadPat=SDL Fx=0 Fy=0 Fgrav=13052 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=82 LoadPat=LL_red Fx=0 Fy=0 Fgrav=16486 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=82 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=3526 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=86 LoadPat=DL Fx=0 Fy=0 Fgrav=1639 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=86 LoadPat=SDL Fx=0 Fy=0 Fgrav=-2143 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=86 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-4984 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=86 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=934 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=138 LoadPat=DL Fx=0 Fy=0 Fgrav=85068 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=138 LoadPat=SDL Fx=0 Fy=0 Fgrav=53486 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=138 LoadPat=LL_red Fx=0 Fy=0 Fgrav=23337 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=138 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=20134 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=140 LoadPat=DL Fx=0 Fy=0 Fgrav=104135 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=140 LoadPat=SDL Fx=0 Fy=0 Fgrav=69096 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=140 LoadPat=LL_red Fx=0 Fy=0 Fgrav=31118 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=140 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=25649 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=142 LoadPat=DL Fx=0 Fy=0 Fgrav=97431 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=142 LoadPat=SDL Fx=0 Fy=0 Fgrav=66174 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=142 LoadPat=LL_red Fx=0 Fy=0 Fgrav=28564 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=142 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=23799 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=144 LoadPat=DL Fx=0 Fy=0 Fgrav=78375 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=144 LoadPat=SDL Fx=0 Fy=0 Fgrav=45345 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=144 LoadPat=LL_red Fx=0 Fy=0 Fgrav=20874 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=144 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=18142 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=146 LoadPat=DL Fx=0 Fy=0 Fgrav=506814 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=146 LoadPat=SDL Fx=0 Fy=0 Fgrav=252211 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=146 LoadPat=LL_red Fx=0 Fy=0 Fgrav=170485 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=146 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=55787 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=151 LoadPat=DL Fx=0 Fy=0 Fgrav=35024 Mx=0 My=0 Mz=0 XDim=20 YDim=20 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 558 Point=151 LoadPat=SDL Fx=0 Fy=0 Fgrav=15937 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=151 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3634 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=151 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=5346 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=178 LoadPat=DL Fx=0 Fy=0 Fgrav=33167 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=178 LoadPat=SDL Fx=0 Fy=0 Fgrav=12338 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=178 LoadPat=LL_red Fx=0 Fy=0 Fgrav=1326 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=178 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=5778 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=180 LoadPat=DL Fx=0 Fy=0 Fgrav=121637 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=180 LoadPat=SDL Fx=0 Fy=0 Fgrav=95817 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=180 LoadPat=LL_red Fx=0 Fy=0 Fgrav=37191 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=180 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=34369 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=190 LoadPat=DL Fx=0 Fy=0 Fgrav=10872 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=190 LoadPat=SDL Fx=0 Fy=0 Fgrav=1287 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=190 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-503 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=190 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1623 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=191 LoadPat=DL Fx=0 Fy=0 Fgrav=14469 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=191 LoadPat=SDL Fx=0 Fy=0 Fgrav=2954 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=191 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3168 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=191 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=6.669 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=194 LoadPat=DL Fx=0 Fy=0 Fgrav=13674 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=194 LoadPat=SDL Fx=0 Fy=0 Fgrav=1908 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=194 LoadPat=LL_red Fx=0 Fy=0 Fgrav=1583 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=194 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=398 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=196 LoadPat=DL Fx=0 Fy=0 Fgrav=11637 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=196 LoadPat=SDL Fx=0 Fy=0 Fgrav=394 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=196 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-137 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=196 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1466 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=198 LoadPat=DL Fx=0 Fy=0 Fgrav=19794 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=198 LoadPat=SDL Fx=0 Fy=0 Fgrav=5806 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=198 LoadPat=LL_red Fx=0 Fy=0 Fgrav=5317 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=198 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=44 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=233 LoadPat=DL Fx=0 Fy=0 Fgrav=16036 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=233 LoadPat=SDL Fx=0 Fy=0 Fgrav=3518 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=233 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3964 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=233 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-8.932 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=234 LoadPat=DL Fx=0 Fy=0 Fgrav=11832 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=234 LoadPat=SDL Fx=0 Fy=0 Fgrav=1023 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=234 LoadPat=LL_red Fx=0 Fy=0 Fgrav=828 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=234 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=347 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=244 LoadPat=DL Fx=0 Fy=0 Fgrav=7116 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=244 LoadPat=SDL Fx=0 Fy=0 Fgrav=-251 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=244 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-408 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=244 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-1307 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=257 LoadPat=DL Fx=0 Fy=0 Fgrav=758709 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=257 LoadPat=SDL Fx=0 Fy=0 Fgrav=219543 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=257 LoadPat=LL_red Fx=0 Fy=0 Fgrav=408884 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=257 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=61221 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=267 LoadPat=DL Fx=0 Fy=0 Fgrav=21067 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=267 LoadPat=SDL Fx=0 Fy=0 Fgrav=8321 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=267 LoadPat=LL_red Fx=0 Fy=0 Fgrav=66 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=267 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=8152 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=326 LoadPat=DL Fx=0 Fy=0 Fgrav=768640 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=326 LoadPat=SDL Fx=0 Fy=0 Fgrav=308329 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=326 LoadPat=LL_red Fx=0 Fy=0 Fgrav=284738 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=326 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=136378 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=328 LoadPat=DL Fx=0 Fy=0 Fgrav=991298 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=328 LoadPat=SDL Fx=0 Fy=0 Fgrav=438117 Mx=0 My=0 Mz=0 XDim=20 YDim=20 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 559 Point=328 LoadPat=LL_red Fx=0 Fy=0 Fgrav=337540 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=328 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=178404 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=330 LoadPat=DL Fx=0 Fy=0 Fgrav=944272 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=330 LoadPat=SDL Fx=0 Fy=0 Fgrav=395907 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=330 LoadPat=LL_red Fx=0 Fy=0 Fgrav=294066 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=330 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=213697 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=332 LoadPat=DL Fx=0 Fy=0 Fgrav=747157 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=332 LoadPat=SDL Fx=0 Fy=0 Fgrav=301605 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=332 LoadPat=LL_red Fx=0 Fy=0 Fgrav=215232 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=332 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=204671 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=334 LoadPat=DL Fx=0 Fy=0 Fgrav=133021 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=334 LoadPat=SDL Fx=0 Fy=0 Fgrav=71218 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=334 LoadPat=LL_red Fx=0 Fy=0 Fgrav=31541 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=334 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=25828 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=439 LoadPat=DL Fx=0 Fy=0 Fgrav=26407 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=439 LoadPat=SDL Fx=0 Fy=0 Fgrav=11544 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=439 LoadPat=LL_red Fx=0 Fy=0 Fgrav=7681 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=439 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1904 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=444 LoadPat=DL Fx=0 Fy=0 Fgrav=64008 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=444 LoadPat=SDL Fx=0 Fy=0 Fgrav=15956 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=444 LoadPat=LL_red Fx=0 Fy=0 Fgrav=19609 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=444 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=830 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=590 LoadPat=DL Fx=0 Fy=0 Fgrav=96811 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=590 LoadPat=SDL Fx=0 Fy=0 Fgrav=113997 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=590 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-142 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=590 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=132114 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=596 LoadPat=DL Fx=0 Fy=0 Fgrav=127197 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=596 LoadPat=SDL Fx=0 Fy=0 Fgrav=151290 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=596 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-29 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=596 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=175410 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=602 LoadPat=DL Fx=0 Fy=0 Fgrav=126938 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=602 LoadPat=SDL Fx=0 Fy=0 Fgrav=150905 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=602 LoadPat=LL_red Fx=0 Fy=0 Fgrav=36 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=602 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=174884 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=647 LoadPat=DL Fx=0 Fy=0 Fgrav=153344 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=647 LoadPat=SDL Fx=0 Fy=0 Fgrav=63256 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=647 LoadPat=LL_red Fx=0 Fy=0 Fgrav=76542 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=647 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=10107 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=735 LoadPat=DL Fx=0 Fy=0 Fgrav=647072 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=735 LoadPat=SDL Fx=0 Fy=0 Fgrav=295989 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=735 LoadPat=LL_red Fx=0 Fy=0 Fgrav=195264 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=735 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=108311 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=737 LoadPat=DL Fx=0 Fy=0 Fgrav=986564 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=737 LoadPat=SDL Fx=0 Fy=0 Fgrav=306072 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=737 LoadPat=LL_red Fx=0 Fy=0 Fgrav=442738 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=737 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=157283 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=756 LoadPat=DL Fx=0 Fy=0 Fgrav=75580 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=756 LoadPat=SDL Fx=0 Fy=0 Fgrav=30890 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=756 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4896 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=756 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=4626 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=758 LoadPat=DL Fx=0 Fy=0 Fgrav=76588 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=758 LoadPat=SDL Fx=0 Fy=0 Fgrav=19003 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=758 LoadPat=LL_red Fx=0 Fy=0 Fgrav=23459 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=758 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1125 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=760 LoadPat=DL Fx=0 Fy=0 Fgrav=128887 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=760 LoadPat=SDL Fx=0 Fy=0 Fgrav=74298 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=760 LoadPat=LL_red Fx=0 Fy=0 Fgrav=35914 Mx=0 My=0 Mz=0 XDim=20 YDim=20 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 560 Point=760 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=17336 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=795 LoadPat=DL Fx=0 Fy=0 Fgrav=301371 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=795 LoadPat=SDL Fx=0 Fy=0 Fgrav=109015 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=795 LoadPat=LL_red Fx=0 Fy=0 Fgrav=94317 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=795 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=116381 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=797 LoadPat=DL Fx=0 Fy=0 Fgrav=72738 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=797 LoadPat=SDL Fx=0 Fy=0 Fgrav=20330 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=797 LoadPat=LL_red Fx=0 Fy=0 Fgrav=7395 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=797 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=25210 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=799 LoadPat=DL Fx=0 Fy=0 Fgrav=65630 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=799 LoadPat=SDL Fx=0 Fy=0 Fgrav=21672 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=799 LoadPat=LL_red Fx=0 Fy=0 Fgrav=9302 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=799 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=23313 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=801 LoadPat=DL Fx=0 Fy=0 Fgrav=172710 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=801 LoadPat=SDL Fx=0 Fy=0 Fgrav=71560 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=801 LoadPat=LL_red Fx=0 Fy=0 Fgrav=26499 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=801 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=85238 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=803 LoadPat=DL Fx=0 Fy=0 Fgrav=116719 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=803 LoadPat=SDL Fx=0 Fy=0 Fgrav=57619 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=803 LoadPat=LL_red Fx=0 Fy=0 Fgrav=34180 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=803 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=27828 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=815 LoadPat=DL Fx=0 Fy=0 Fgrav=43702 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=815 LoadPat=SDL Fx=0 Fy=0 Fgrav=14847 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=815 LoadPat=LL_red Fx=0 Fy=0 Fgrav=7259 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=815 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=10385 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=1368 LoadPat=DL Fx=0 Fy=0 Fgrav=94022 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=1368 LoadPat=SDL Fx=0 Fy=0 Fgrav=110118 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=1368 LoadPat=LL_red Fx=0 Fy=0 Fgrav=79 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=1368 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=127718 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=1374 LoadPat=DL Fx=0 Fy=0 Fgrav=22819 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=1374 LoadPat=SDL Fx=0 Fy=0 Fgrav=10565 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=1374 LoadPat=LL_red Fx=0 Fy=0 Fgrav=21 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=1374 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=10692 Mx=0 My=0 Mz=0 XDim=20 YDim=20 Point=P124 LoadPat=DL Fx=0 Fy=0 Fgrav=24454 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P124 LoadPat=SDL Fx=0 Fy=0 Fgrav=9281 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P124 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3559 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P124 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=2590 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P125 LoadPat=DL Fx=0 Fy=0 Fgrav=23426 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P125 LoadPat=SDL Fx=0 Fy=0 Fgrav=7331 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P125 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4739 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P125 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=919 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P126 LoadPat=DL Fx=0 Fy=0 Fgrav=36709 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P126 LoadPat=SDL Fx=0 Fy=0 Fgrav=13191 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P126 LoadPat=LL_red Fx=0 Fy=0 Fgrav=5132 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P126 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1434 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P127 LoadPat=DL Fx=0 Fy=0 Fgrav=68131 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P127 LoadPat=SDL Fx=0 Fy=0 Fgrav=27631 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P127 LoadPat=LL_red Fx=0 Fy=0 Fgrav=5447 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P127 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=3914 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P128 LoadPat=DL Fx=0 Fy=0 Fgrav=38596 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P128 LoadPat=SDL Fx=0 Fy=0 Fgrav=20108 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P128 LoadPat=LL_red Fx=0 Fy=0 Fgrav=10854 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P128 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=4279 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P129 LoadPat=DL Fx=0 Fy=0 Fgrav=57007 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P129 LoadPat=SDL Fx=0 Fy=0 Fgrav=32019 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P129 LoadPat=LL_red Fx=0 Fy=0 Fgrav=15848 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P129 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=7364 Mx=0 My=0 Mz=0 XDim=0 YDim=0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 561 Point=P130 LoadPat=DL Fx=0 Fy=0 Fgrav=66713 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P130 LoadPat=SDL Fx=0 Fy=0 Fgrav=35603 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P130 LoadPat=LL_red Fx=0 Fy=0 Fgrav=18607 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P130 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=7817 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P131 LoadPat=DL Fx=0 Fy=0 Fgrav=42438 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P131 LoadPat=SDL Fx=0 Fy=0 Fgrav=18799 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P131 LoadPat=LL_red Fx=0 Fy=0 Fgrav=12060 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P131 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=3428 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P132 LoadPat=DL Fx=0 Fy=0 Fgrav=27451 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P132 LoadPat=SDL Fx=0 Fy=0 Fgrav=8539 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P132 LoadPat=LL_red Fx=0 Fy=0 Fgrav=8225 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P132 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=718 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P133 LoadPat=DL Fx=0 Fy=0 Fgrav=22966 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P133 LoadPat=SDL Fx=0 Fy=0 Fgrav=5555 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P133 LoadPat=LL_red Fx=0 Fy=0 Fgrav=6997 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P133 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=241 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P134 LoadPat=DL Fx=0 Fy=0 Fgrav=24185 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P134 LoadPat=SDL Fx=0 Fy=0 Fgrav=6423 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P134 LoadPat=LL_red Fx=0 Fy=0 Fgrav=6586 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P134 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1671 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P135 LoadPat=DL Fx=0 Fy=0 Fgrav=27209 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P135 LoadPat=SDL Fx=0 Fy=0 Fgrav=8399 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P135 LoadPat=LL_red Fx=0 Fy=0 Fgrav=5964 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P135 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=4314 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P136 LoadPat=DL Fx=0 Fy=0 Fgrav=9926 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P136 LoadPat=SDL Fx=0 Fy=0 Fgrav=1302 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P136 LoadPat=LL_red Fx=0 Fy=0 Fgrav=399 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P136 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=490 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P137 LoadPat=DL Fx=0 Fy=0 Fgrav=11592 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P137 LoadPat=SDL Fx=0 Fy=0 Fgrav=1953 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P137 LoadPat=LL_red Fx=0 Fy=0 Fgrav=1632 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P137 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=135 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P138 LoadPat=DL Fx=0 Fy=0 Fgrav=12911 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P138 LoadPat=SDL Fx=0 Fy=0 Fgrav=2446 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P138 LoadPat=LL_red Fx=0 Fy=0 Fgrav=2461 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P138 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=37 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P139 LoadPat=DL Fx=0 Fy=0 Fgrav=16154 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P139 LoadPat=SDL Fx=0 Fy=0 Fgrav=3506 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P139 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3940 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P139 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-23 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P140 LoadPat=DL Fx=0 Fy=0 Fgrav=16991 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P140 LoadPat=SDL Fx=0 Fy=0 Fgrav=3824 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P140 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4425 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P140 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-59 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P141 LoadPat=DL Fx=0 Fy=0 Fgrav=16624 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P141 LoadPat=SDL Fx=0 Fy=0 Fgrav=3689 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P141 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4219 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P141 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-75 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P142 LoadPat=DL Fx=0 Fy=0 Fgrav=13591 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P142 LoadPat=SDL Fx=0 Fy=0 Fgrav=2559 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P142 LoadPat=LL_red Fx=0 Fy=0 Fgrav=2465 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P142 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-6.834 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P143 LoadPat=DL Fx=0 Fy=0 Fgrav=7489 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P143 LoadPat=SDL Fx=0 Fy=0 Fgrav=257 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P143 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-1123 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P143 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=291 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P147 LoadPat=DL Fx=0 Fy=0 Fgrav=15363 Mx=0 My=0 Mz=0 XDim=0 YDim=0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 562 Point=P147 LoadPat=SDL Fx=0 Fy=0 Fgrav=2963 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P147 LoadPat=LL_red Fx=0 Fy=0 Fgrav=2830 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P147 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=69 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P148 LoadPat=DL Fx=0 Fy=0 Fgrav=16516 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P148 LoadPat=SDL Fx=0 Fy=0 Fgrav=3474 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P148 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3494 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P148 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=29 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P149 LoadPat=DL Fx=0 Fy=0 Fgrav=16784 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P149 LoadPat=SDL Fx=0 Fy=0 Fgrav=3575 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P149 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3651 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P149 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=25 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P150 LoadPat=DL Fx=0 Fy=0 Fgrav=16549 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P150 LoadPat=SDL Fx=0 Fy=0 Fgrav=3449 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P150 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3524 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P150 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=28 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P151 LoadPat=DL Fx=0 Fy=0 Fgrav=15159 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P151 LoadPat=SDL Fx=0 Fy=0 Fgrav=2843 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P151 LoadPat=LL_red Fx=0 Fy=0 Fgrav=2746 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P151 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=49 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P152 LoadPat=DL Fx=0 Fy=0 Fgrav=12444 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P152 LoadPat=SDL Fx=0 Fy=0 Fgrav=1606 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P152 LoadPat=LL_red Fx=0 Fy=0 Fgrav=1220 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P152 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=146 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P153 LoadPat=DL Fx=0 Fy=0 Fgrav=72647 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P153 LoadPat=SDL Fx=0 Fy=0 Fgrav=27954 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P153 LoadPat=LL_red Fx=0 Fy=0 Fgrav=33204 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P153 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=7485 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P154 LoadPat=DL Fx=0 Fy=0 Fgrav=43501 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P154 LoadPat=SDL Fx=0 Fy=0 Fgrav=14016 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P154 LoadPat=LL_red Fx=0 Fy=0 Fgrav=15710 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P154 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=7845 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P155 LoadPat=DL Fx=0 Fy=0 Fgrav=24788 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P155 LoadPat=SDL Fx=0 Fy=0 Fgrav=5677 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P155 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4507 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P155 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=7742 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P156 LoadPat=DL Fx=0 Fy=0 Fgrav=22907 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P156 LoadPat=SDL Fx=0 Fy=0 Fgrav=6589 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P156 LoadPat=LL_red Fx=0 Fy=0 Fgrav=1767 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P156 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=8120 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P157 LoadPat=DL Fx=0 Fy=0 Fgrav=37690 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P157 LoadPat=SDL Fx=0 Fy=0 Fgrav=16936 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P157 LoadPat=LL_red Fx=0 Fy=0 Fgrav=5302 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P157 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=10358 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P158 LoadPat=DL Fx=0 Fy=0 Fgrav=65140 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P158 LoadPat=SDL Fx=0 Fy=0 Fgrav=33799 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P158 LoadPat=LL_red Fx=0 Fy=0 Fgrav=13122 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P158 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=14436 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P159 LoadPat=DL Fx=0 Fy=0 Fgrav=57776 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P159 LoadPat=SDL Fx=0 Fy=0 Fgrav=42225 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P159 LoadPat=LL_red Fx=0 Fy=0 Fgrav=17507 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P159 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=14736 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P160 LoadPat=DL Fx=0 Fy=0 Fgrav=41754 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P160 LoadPat=SDL Fx=0 Fy=0 Fgrav=23910 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P160 LoadPat=LL_red Fx=0 Fy=0 Fgrav=14001 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P160 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=7025 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P161 LoadPat=DL Fx=0 Fy=0 Fgrav=46671 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P161 LoadPat=SDL Fx=0 Fy=0 Fgrav=19272 Mx=0 My=0 Mz=0 XDim=0 YDim=0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 563 Point=P161 LoadPat=LL_red Fx=0 Fy=0 Fgrav=20155 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P161 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=3094 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P162 LoadPat=DL Fx=0 Fy=0 Fgrav=72063 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P162 LoadPat=SDL Fx=0 Fy=0 Fgrav=28736 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P162 LoadPat=LL_red Fx=0 Fy=0 Fgrav=35125 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P162 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=3722 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P163 LoadPat=DL Fx=0 Fy=0 Fgrav=23947 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P163 LoadPat=SDL Fx=0 Fy=0 Fgrav=6919 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P163 LoadPat=LL_red Fx=0 Fy=0 Fgrav=2661 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P163 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=2832 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P164 LoadPat=DL Fx=0 Fy=0 Fgrav=23428 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P164 LoadPat=SDL Fx=0 Fy=0 Fgrav=7403 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P164 LoadPat=LL_red Fx=0 Fy=0 Fgrav=5670 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P164 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=2194 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P165 LoadPat=DL Fx=0 Fy=0 Fgrav=35767 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P165 LoadPat=SDL Fx=0 Fy=0 Fgrav=19924 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P165 LoadPat=LL_red Fx=0 Fy=0 Fgrav=10821 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P165 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=6526 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P166 LoadPat=DL Fx=0 Fy=0 Fgrav=58868 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P166 LoadPat=SDL Fx=0 Fy=0 Fgrav=42586 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P166 LoadPat=LL_red Fx=0 Fy=0 Fgrav=18085 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P166 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=14945 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P175 LoadPat=DL Fx=0 Fy=0 Fgrav=21480 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P175 LoadPat=SDL Fx=0 Fy=0 Fgrav=6766 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P175 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3006 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P175 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=4749 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P176 LoadPat=DL Fx=0 Fy=0 Fgrav=16323 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P176 LoadPat=SDL Fx=0 Fy=0 Fgrav=4362 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P176 LoadPat=LL_red Fx=0 Fy=0 Fgrav=1820 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P176 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=2807 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P177 LoadPat=DL Fx=0 Fy=0 Fgrav=11722 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P177 LoadPat=SDL Fx=0 Fy=0 Fgrav=2209 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P177 LoadPat=LL_red Fx=0 Fy=0 Fgrav=374 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P177 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1560 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P178 LoadPat=DL Fx=0 Fy=0 Fgrav=33437 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P178 LoadPat=SDL Fx=0 Fy=0 Fgrav=9506 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P178 LoadPat=LL_red Fx=0 Fy=0 Fgrav=13877 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P178 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=56 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P179 LoadPat=DL Fx=0 Fy=0 Fgrav=17590 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P179 LoadPat=SDL Fx=0 Fy=0 Fgrav=3844 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P179 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4953 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P179 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=298 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P180 LoadPat=DL Fx=0 Fy=0 Fgrav=5193 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P180 LoadPat=SDL Fx=0 Fy=0 Fgrav=-586 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P180 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-2205 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P180 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=585 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P181 LoadPat=DL Fx=0 Fy=0 Fgrav=14301 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P181 LoadPat=SDL Fx=0 Fy=0 Fgrav=2954 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P181 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3193 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P181 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-12 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P182 LoadPat=DL Fx=0 Fy=0 Fgrav=12576 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P182 LoadPat=SDL Fx=0 Fy=0 Fgrav=2245 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P182 LoadPat=LL_red Fx=0 Fy=0 Fgrav=2220 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P182 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=16 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P183 LoadPat=DL Fx=0 Fy=0 Fgrav=10330 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P183 LoadPat=SDL Fx=0 Fy=0 Fgrav=1234 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P183 LoadPat=LL_red Fx=0 Fy=0 Fgrav=942 Mx=0 My=0 Mz=0 XDim=0 YDim=0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 564 Point=P183 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=115 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P184 LoadPat=DL Fx=0 Fy=0 Fgrav=7739 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P184 LoadPat=SDL Fx=0 Fy=0 Fgrav=-87 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P184 LoadPat=LL_red Fx=0 Fy=0 Fgrav=-1047 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P184 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=949 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P185 LoadPat=DL Fx=0 Fy=0 Fgrav=10543 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P185 LoadPat=SDL Fx=0 Fy=0 Fgrav=1289 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P185 LoadPat=LL_red Fx=0 Fy=0 Fgrav=372 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P185 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1058 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P186 LoadPat=DL Fx=0 Fy=0 Fgrav=15796 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P186 LoadPat=SDL Fx=0 Fy=0 Fgrav=3864 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P186 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3384 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P186 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=888 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P187 LoadPat=DL Fx=0 Fy=0 Fgrav=57882 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P187 LoadPat=SDL Fx=0 Fy=0 Fgrav=19275 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P187 LoadPat=LL_red Fx=0 Fy=0 Fgrav=10898 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P187 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=16946 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P188 LoadPat=DL Fx=0 Fy=0 Fgrav=37601 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P188 LoadPat=SDL Fx=0 Fy=0 Fgrav=11920 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P188 LoadPat=LL_red Fx=0 Fy=0 Fgrav=10271 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P188 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=5539 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P189 LoadPat=DL Fx=0 Fy=0 Fgrav=30300 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P189 LoadPat=SDL Fx=0 Fy=0 Fgrav=9235 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P189 LoadPat=LL_red Fx=0 Fy=0 Fgrav=10660 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P189 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=506 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P190 LoadPat=DL Fx=0 Fy=0 Fgrav=29091 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P190 LoadPat=SDL Fx=0 Fy=0 Fgrav=9057 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P190 LoadPat=LL_red Fx=0 Fy=0 Fgrav=10587 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P190 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-211 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P191 LoadPat=DL Fx=0 Fy=0 Fgrav=41561 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P191 LoadPat=SDL Fx=0 Fy=0 Fgrav=10869 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P191 LoadPat=LL_red Fx=0 Fy=0 Fgrav=12818 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P191 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=434 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P192 LoadPat=DL Fx=0 Fy=0 Fgrav=25017 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P192 LoadPat=SDL Fx=0 Fy=0 Fgrav=8086 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P192 LoadPat=LL_red Fx=0 Fy=0 Fgrav=7656 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P192 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=604 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P193 LoadPat=DL Fx=0 Fy=0 Fgrav=80986 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P193 LoadPat=SDL Fx=0 Fy=0 Fgrav=20080 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P193 LoadPat=LL_red Fx=0 Fy=0 Fgrav=24722 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P193 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=1163 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P194 LoadPat=DL Fx=0 Fy=0 Fgrav=58860 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P194 LoadPat=SDL Fx=0 Fy=0 Fgrav=17024 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P194 LoadPat=LL_red Fx=0 Fy=0 Fgrav=18181 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P194 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=8169 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P195 LoadPat=DL Fx=0 Fy=0 Fgrav=71607 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P195 LoadPat=SDL Fx=0 Fy=0 Fgrav=19993 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P195 LoadPat=LL_red Fx=0 Fy=0 Fgrav=12289 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P195 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=19616 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P199 LoadPat=DL Fx=0 Fy=0 Fgrav=59515 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P199 LoadPat=SDL Fx=0 Fy=0 Fgrav=30066 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P199 LoadPat=LL_red Fx=0 Fy=0 Fgrav=16286 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P199 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=9385 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P200 LoadPat=DL Fx=0 Fy=0 Fgrav=9782 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P200 LoadPat=SDL Fx=0 Fy=0 Fgrav=1060 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P200 LoadPat=LL_red Fx=0 Fy=0 Fgrav=711 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P200 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-466 Mx=0 My=0 Mz=0 XDim=0 YDim=0 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 565 Point=P201 LoadPat=DL Fx=0 Fy=0 Fgrav=14877 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P201 LoadPat=SDL Fx=0 Fy=0 Fgrav=2968 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P201 LoadPat=LL_red Fx=0 Fy=0 Fgrav=3182 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P201 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-63 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P202 LoadPat=DL Fx=0 Fy=0 Fgrav=17682 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P202 LoadPat=SDL Fx=0 Fy=0 Fgrav=4010 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P202 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4666 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P202 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=38 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P203 LoadPat=DL Fx=0 Fy=0 Fgrav=18203 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P203 LoadPat=SDL Fx=0 Fy=0 Fgrav=4210 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P203 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4956 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P203 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=39 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P204 LoadPat=DL Fx=0 Fy=0 Fgrav=17541 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P204 LoadPat=SDL Fx=0 Fy=0 Fgrav=3973 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P204 LoadPat=LL_red Fx=0 Fy=0 Fgrav=4602 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P204 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=11 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P205 LoadPat=DL Fx=0 Fy=0 Fgrav=43392 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P205 LoadPat=SDL Fx=0 Fy=0 Fgrav=17415 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P205 LoadPat=LL_red Fx=0 Fy=0 Fgrav=14196 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P205 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=2966 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P206 LoadPat=DL Fx=0 Fy=0 Fgrav=21868 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P206 LoadPat=SDL Fx=0 Fy=0 Fgrav=6398 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P206 LoadPat=LL_red Fx=0 Fy=0 Fgrav=6165 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P206 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=297 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P207 LoadPat=DL Fx=0 Fy=0 Fgrav=9941 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P207 LoadPat=SDL Fx=0 Fy=0 Fgrav=1138 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P207 LoadPat=LL_red Fx=0 Fy=0 Fgrav=682 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P207 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=-469 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P214 LoadPat=DL Fx=0 Fy=0 Fgrav=13172 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P214 LoadPat=SDL Fx=0 Fy=0 Fgrav=4805 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P214 LoadPat=LL_red Fx=0 Fy=0 Fgrav=59 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P214 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=4361 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P215 LoadPat=DL Fx=0 Fy=0 Fgrav=12716 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P215 LoadPat=SDL Fx=0 Fy=0 Fgrav=4780 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P215 LoadPat=LL_red Fx=0 Fy=0 Fgrav=80 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P215 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=3890 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P333 LoadPat=DL Fx=0 Fy=0 Fgrav=14292 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P333 LoadPat=SDL Fx=0 Fy=0 Fgrav=6284 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P333 LoadPat=LL_red Fx=0 Fy=0 Fgrav=26 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P333 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=5988 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P334 LoadPat=DL Fx=0 Fy=0 Fgrav=13692 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P334 LoadPat=SDL Fx=0 Fy=0 Fgrav=6139 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P334 LoadPat=LL_red Fx=0 Fy=0 Fgrav=51 Mx=0 My=0 Mz=0 XDim=0 YDim=0 Point=P334 LoadPat=LL_unred Fx=0 Fy=0 Fgrav=5299 Mx=0 My=0 Mz=0 XDim=0 YDim=0 TABLE: "DESIGN PREFERENCES 01 - RESISTANCE FACTORS" PhiTen=0.9 PhiComp=0.65 PhiShear=0.75 TABLE: "DESIGN PREFERENCES 02 - REBAR COVER - SLABS" CoverTop=0.75 CoverBot=0.75 BarSize=#6 InnerLayer=B PTCGSTop=1 PTCGSBotExt=1.75 PTCGSBotInt=1 SlabType="Two Way" TABLE: "DESIGN PREFERENCES 03 - REBAR COVER - BEAMS" CoverTop=1.5 CoverBot=1.5 BarSizeF=#9 BarSizeS=#4 PTCGSTop=2 PTCGSBot=2 TABLE: "DESIGN PREFERENCES 04 - PRESTRESS DATA" UserStress=No InitConcRat=0.8 LLFraction=0.5 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 566 TABLE: "SLAB DESIGN OVERWRITES 01 - STRIP BASED" Strip=SB1 Layer=B DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSA1 Layer=B DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSA2 Layer=B DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSA4 Layer=A DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSA5 Layer=A DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSA6 Layer=A DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSA7 Layer=A DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSA8 Layer=A DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSB1 Layer=B DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSB2 Layer=B DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSB3 Layer=B DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSB5 Layer=B DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSB6 Layer=B DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSN1 Layer=None DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSN2 Layer=None DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSN3 Layer=None DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSN4 Layer=None DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSN5 Layer=None DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences Strip=CSA12 Layer=A DesignType=Column RLLF=1 Design=Yes IgnorePT=No RebarMat=A615Gr60 CoverType=Preferences TABLE: "SLAB DESIGN OVERWRITES 02 - FINITE ELEMENT BASED" Area=1 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=2 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=3 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=4 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=5 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=7 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=8 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=9 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=10 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=11 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=12 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=14 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=15 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=16 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=17 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 567 Area=18 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=20 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=21 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=22 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=28 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=29 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No Area=30 RebarMat=A615Gr60 CoverType=Preferences RLLF=1 Design=Yes IgnorePT=No TABLE: "BEAM DESIGN OVERWRITES" Line=1 CoverType=Section RLLF=1 IgnorePT=No Line=2 CoverType=Section RLLF=1 IgnorePT=No Line=4 CoverType=Section RLLF=1 IgnorePT=No Line=10 CoverType=Section RLLF=1 IgnorePT=No Line=16 CoverType=Section RLLF=1 IgnorePT=No Line=X01 CoverType=Section RLLF=1 IgnorePT=No Line=X02 CoverType=Section RLLF=1 IgnorePT=No Line=X03 CoverType=Section RLLF=1 IgnorePT=No Line=X04 CoverType=Section RLLF=1 IgnorePT=No Line=Y01 CoverType=Section RLLF=1 IgnorePT=No Line=Y02 CoverType=Section RLLF=1 IgnorePT=No Line=Y03 CoverType=Section RLLF=1 IgnorePT=No Line=Y04 CoverType=Section RLLF=1 IgnorePT=No Line=Y05 CoverType=Section RLLF=1 IgnorePT=No Line=W1-W CoverType=Section RLLF=1 IgnorePT=No Line=W2-W CoverType=Section RLLF=1 IgnorePT=No Line=W6-W CoverType=Section RLLF=1 IgnorePT=No Line=W7-W CoverType=Section RLLF=1 IgnorePT=No Line=W8-W CoverType=Section RLLF=1 IgnorePT=No Line=W9-W CoverType=Section RLLF=1 IgnorePT=No Line=W14-W CoverType=Section RLLF=1 IgnorePT=No Line=W16-W CoverType=Section RLLF=1 IgnorePT=No Line=W17-W CoverType=Section RLLF=1 IgnorePT=No Line=W19-W CoverType=Section RLLF=1 IgnorePT=No Line=W20-W CoverType=Section RLLF=1 IgnorePT=No Line=W21-W CoverType=Section RLLF=1 IgnorePT=No Line=W22-W CoverType=Section RLLF=1 IgnorePT=No Line=W28-W CoverType=Section RLLF=1 IgnorePT=No Line=W29-W CoverType=Section RLLF=1 IgnorePT=No Line=W30-W CoverType=Section RLLF=1 IgnorePT=No Line=W34-W CoverType=Section RLLF=1 IgnorePT=No Line=W37-W CoverType=Section RLLF=1 IgnorePT=No Line=W38-W CoverType=Section RLLF=1 IgnorePT=No Line=W44-W CoverType=Section RLLF=1 IgnorePT=No Line=W51-W CoverType=Section RLLF=1 IgnorePT=No TABLE: "PUNCHING SHEAR DESIGN OVERWRITES 01 - GENERAL" Point=138 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=140 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=142 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=144 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=146 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=151 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=178 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=180 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=257 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=267 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=326 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 568 Point=328 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=330 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=332 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=334 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=590 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=596 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=602 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=647 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=735 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=737 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=760 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=795 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=801 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=803 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=815 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=1368 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None Point=1374 Check="Program Determined" LocType=Auto Perimeter=Auto EffDepth=Auto Openings=Auto ReinfType=None END TABLE DATA 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 569 6.4 ANALYSIS OUTPUT – SAFE 6.4.1 SAFE OUTPUT FILE (RESIDENTIAL) SAFE Post Tensioning 64-bit 21.2.0 Build 2417 (Analysis Build 9953/64) B E G I N A N A L Y S I S 2024/06/06 10:34:04 RUNNING ANALYSIS AS A SEPARATE PROCESS USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION) NUMBER OF JOINTS = 10760 WITH RESTRAINTS = 5198 WITH MASS = 5198 NUMBER OF FRAME/TENDON ELEMENTS = 1223 NUMBER OF SHELL ELEMENTS = 5363 NUMBER OF LINK/SUPPORT ELEMENTS = 20696 NUMBER OF CONSTRAINTS/WELDS = 2 NUMBER OF LOAD PATTERNS = 13 NUMBER OF ACCELERATION LOADS = 12 NUMBER OF LOAD CASES = 47 NUMBER OF MASS SOURCES = 1 UNITS (FORCE, LENGTH, TEMPERATURE, TIME) = lb, in, °F, sec GRAVITATIONAL ACCELERATION = 386.088583 ADDRESSABLE PHYSICAL MEMORY (RAM) = 31.730 GB PARALLELIZATION OF ANALYSIS OPERATIONS: (Env. variable SAPFIRE_NUM_THREADS not set) NUMBER OF THREADS: STATE (AUTOMATIC) = 8 NUMBER OF THREADS: STIFFNESS (AUTOMATIC) = 8 NUMBER OF THREADS: EVENT (AUTOMATIC) = 8 NUMBER OF THREADS: MOVE (AUTOMATIC) = 8 NUMBER OF THREADS: RESPONSE (AUTOMATIC) = 8 NUMBER OF THREADS: SOLVE (AUTOMATIC) = 8 NUMBER OF THREADS: FORM (AUTOMATIC) = 8 E L E M E N T F O R M A T I O N 10:34:04 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 L I N E A R E Q U A T I O N S O L U T I O N 10:34:05 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 31818 NUMBER OF NON-ZERO STIFFNESS TERMS = 831327 --------------------------------- BASIC STABILITY CHECK FOR LINEAR LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY, SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 570 NUMBER OF NEGATIVE EIGENVALUES = 0, OK. --------------------------------- L I N E A R S T A T I C C A S E S 10:34:06 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF CASES TO SOLVE = 11 NUMBER OF CASES TO SOLVE PER BLOCK = 11 LINEAR STATIC CASES TO BE SOLVED: CASE: DEAD CASE: SDL CASE: LL_RED CASE: LL_UNRED CASE: LL_ROOF CASE: RSX-3B CASE: RSY-3B CASE: SURCHARGE_LL CASE: SURCHARGE CASE: S.W. CASE: ~LLRF N O N L I N E A R S T A T I C A N A L Y S I S 10:34:09 CASE: ALTASD1 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:09 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 9.56E-06 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 571 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.57 TIME FOR CONTROLLING ANALYSIS = 0.91 TIME FOR UPDATING LOADS AND STATE = 0.47 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.87 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.13 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:13 CASE: ALTASD5-EQ-1 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:13 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 9.94E-06 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.66 TIME FOR CONTROLLING ANALYSIS = 0.90 TIME FOR UPDATING LOADS AND STATE = 0.49 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.89 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.03 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 572 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.23 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:16 CASE: ALTASD5-EQ-2 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:16 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 7.42E-06 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.64 TIME FOR CONTROLLING ANALYSIS = 0.91 TIME FOR UPDATING LOADS AND STATE = 0.45 TIME FOR FORMING STIFFNESS MATRIX = 0.14 TIME FOR SOLVING STIFFNESS MATRIX = 0.91 TIME FOR CALCULATING DISPLACEMENTS = 0.10 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.21 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:19 CASE: ALTASD5-EQ-3 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 573 TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:19 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.47E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.62 TIME FOR CONTROLLING ANALYSIS = 0.95 TIME FOR UPDATING LOADS AND STATE = 0.49 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.88 TIME FOR CALCULATING DISPLACEMENTS = 0.10 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.03 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.24 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:22 CASE: ALTASD5-EQ-4 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:22 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 574 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.40E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.66 TIME FOR CONTROLLING ANALYSIS = 0.86 TIME FOR UPDATING LOADS AND STATE = 0.48 TIME FOR FORMING STIFFNESS MATRIX = 0.15 TIME FOR SOLVING STIFFNESS MATRIX = 0.92 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.00 TIME FOR SAVING RESULTS = 0.06 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.22 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:26 CASE: ALTASD5-EQ-5 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:26 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 575 ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.51E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.72 TIME FOR CONTROLLING ANALYSIS = 0.91 TIME FOR UPDATING LOADS AND STATE = 0.48 TIME FOR FORMING STIFFNESS MATRIX = 0.15 TIME FOR SOLVING STIFFNESS MATRIX = 0.92 TIME FOR CALCULATING DISPLACEMENTS = 0.11 TIME FOR DETERMINING EVENTS = 0.00 TIME FOR SAVING RESULTS = 0.04 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.33 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:29 CASE: ALTASD5-EQ-6 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:29 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.26E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 576 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.67 TIME FOR CONTROLLING ANALYSIS = 0.91 TIME FOR UPDATING LOADS AND STATE = 0.50 TIME FOR FORMING STIFFNESS MATRIX = 0.18 TIME FOR SOLVING STIFFNESS MATRIX = 0.89 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.00 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.29 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:32 CASE: ALTASD5-EQ-7 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:32 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.28E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.64 TIME FOR CONTROLLING ANALYSIS = 0.87 TIME FOR UPDATING LOADS AND STATE = 0.48 TIME FOR FORMING STIFFNESS MATRIX = 0.17 TIME FOR SOLVING STIFFNESS MATRIX = 0.87 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.00 TIME FOR SAVING RESULTS = 0.05 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 577 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.17 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:35 CASE: ALTASD5-EQ-8 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:35 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.18E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.66 TIME FOR CONTROLLING ANALYSIS = 0.96 TIME FOR UPDATING LOADS AND STATE = 0.45 TIME FOR FORMING STIFFNESS MATRIX = 0.15 TIME FOR SOLVING STIFFNESS MATRIX = 0.90 TIME FOR CALCULATING DISPLACEMENTS = 0.11 TIME FOR DETERMINING EVENTS = 0.00 TIME FOR SAVING RESULTS = 0.03 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.26 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:39 CASE: ALTASD6_EQ-1 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 578 TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:39 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 76.472907 1.000000 .000000 .000000 0 0 1 -2 7.826409 1.000000 .000000 .000000 0 0 1 -3 1.011582 1.000000 .000000 .000000 0 0 1 Conv -4 0.133730 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.68 TIME FOR CONTROLLING ANALYSIS = 0.95 TIME FOR UPDATING LOADS AND STATE = 0.60 TIME FOR FORMING STIFFNESS MATRIX = 0.17 TIME FOR SOLVING STIFFNESS MATRIX = 0.89 TIME FOR CALCULATING DISPLACEMENTS = 0.39 TIME FOR DETERMINING EVENTS = 0.04 TIME FOR SAVING RESULTS = 0.04 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.76 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:42 CASE: ALTASD6_EQ-2 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:42 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 579 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 2.43E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.69 TIME FOR CONTROLLING ANALYSIS = 0.89 TIME FOR UPDATING LOADS AND STATE = 0.44 TIME FOR FORMING STIFFNESS MATRIX = 0.17 TIME FOR SOLVING STIFFNESS MATRIX = 0.86 TIME FOR CALCULATING DISPLACEMENTS = 0.10 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.21 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:46 CASE: ALTASD6_EQ-3 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:46 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 580 Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 3.942995 1.000000 .000000 .000000 0 0 1 Conv -2 0.073621 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.72 TIME FOR CONTROLLING ANALYSIS = 0.91 TIME FOR UPDATING LOADS AND STATE = 0.47 TIME FOR FORMING STIFFNESS MATRIX = 0.18 TIME FOR SOLVING STIFFNESS MATRIX = 0.90 TIME FOR CALCULATING DISPLACEMENTS = 0.21 TIME FOR DETERMINING EVENTS = 0.00 TIME FOR SAVING RESULTS = 0.07 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.46 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:49 CASE: ALTASD6_EQ-4 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:49 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.46E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 581 (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.64 TIME FOR CONTROLLING ANALYSIS = 0.92 TIME FOR UPDATING LOADS AND STATE = 0.47 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.91 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.04 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.24 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:52 CASE: ALTASD6_EQ-5 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:52 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 386.303681 1.000000 .000000 .000000 0 0 1 -2 97.248165 1.000000 .000000 .000000 0 0 1 -3 29.585237 1.000000 .000000 .000000 0 0 1 -4 9.257825 1.000000 .000000 .000000 0 0 1 -5 2.951585 1.000000 .000000 .000000 0 0 1 Conv -6 0.946149 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 582 TIME FOR INITIALIZING ANALYSIS = 0.71 TIME FOR CONTROLLING ANALYSIS = 0.90 TIME FOR UPDATING LOADS AND STATE = 0.79 TIME FOR FORMING STIFFNESS MATRIX = 0.17 TIME FOR SOLVING STIFFNESS MATRIX = 0.89 TIME FOR CALCULATING DISPLACEMENTS = 0.57 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.04 ---------- TOTAL TIME FOR THIS ANALYSIS = 4.08 N O N L I N E A R S T A T I C A N A L Y S I S 10:34:56 CASE: ALTASD6_EQ-6 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:34:56 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 312.958859 1.000000 .000000 .000000 0 0 1 -2 66.991693 1.000000 .000000 .000000 0 0 1 -3 17.113679 1.000000 .000000 .000000 0 0 1 -4 4.546233 1.000000 .000000 .000000 0 0 1 -5 1.226895 1.000000 .000000 .000000 0 0 1 Conv -6 0.331168 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.70 TIME FOR CONTROLLING ANALYSIS = 0.90 TIME FOR UPDATING LOADS AND STATE = 0.81 TIME FOR FORMING STIFFNESS MATRIX = 0.17 TIME FOR SOLVING STIFFNESS MATRIX = 0.91 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 583 TIME FOR CALCULATING DISPLACEMENTS = 0.59 TIME FOR DETERMINING EVENTS = 0.03 TIME FOR SAVING RESULTS = 0.03 ---------- TOTAL TIME FOR THIS ANALYSIS = 4.14 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:00 CASE: ALTASD6_EQ-7 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:01 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 104.217176 1.000000 .000000 .000000 0 0 1 -2 23.064958 1.000000 .000000 .000000 0 0 1 -3 6.083060 1.000000 .000000 .000000 0 0 1 -4 1.677464 1.000000 .000000 .000000 0 0 1 Conv -5 0.464622 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.66 TIME FOR CONTROLLING ANALYSIS = 0.92 TIME FOR UPDATING LOADS AND STATE = 0.73 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.89 TIME FOR CALCULATING DISPLACEMENTS = 0.48 TIME FOR DETERMINING EVENTS = 0.03 TIME FOR SAVING RESULTS = 0.04 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.91 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 584 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:04 CASE: ALTASD6_EQ-8 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:04 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 2.64E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.64 TIME FOR CONTROLLING ANALYSIS = 0.94 TIME FOR UPDATING LOADS AND STATE = 0.45 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.88 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.04 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.21 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:08 CASE: D+L_CHECK STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 585 FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:08 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.27E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.68 TIME FOR CONTROLLING ANALYSIS = 0.94 TIME FOR UPDATING LOADS AND STATE = 0.45 TIME FOR FORMING STIFFNESS MATRIX = 0.19 TIME FOR SOLVING STIFFNESS MATRIX = 0.91 TIME FOR CALCULATING DISPLACEMENTS = 0.10 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.07 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.35 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:11 CASE: LRFD1 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:11 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 586 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.25E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.72 TIME FOR CONTROLLING ANALYSIS = 0.91 TIME FOR UPDATING LOADS AND STATE = 0.48 TIME FOR FORMING STIFFNESS MATRIX = 0.17 TIME FOR SOLVING STIFFNESS MATRIX = 0.89 TIME FOR CALCULATING DISPLACEMENTS = 0.10 TIME FOR DETERMINING EVENTS = 0.00 TIME FOR SAVING RESULTS = 0.03 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.30 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:14 CASE: LRFD2 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:14 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.08E-05 1.000000 1.000000 1.000000 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 587 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.72 TIME FOR CONTROLLING ANALYSIS = 0.93 TIME FOR UPDATING LOADS AND STATE = 0.47 TIME FOR FORMING STIFFNESS MATRIX = 0.18 TIME FOR SOLVING STIFFNESS MATRIX = 0.92 TIME FOR CALCULATING DISPLACEMENTS = 0.10 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.06 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.39 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:18 CASE: LRFD5-EQ-1 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:18 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.17E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.65 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 588 TIME FOR CONTROLLING ANALYSIS = 0.91 TIME FOR UPDATING LOADS AND STATE = 0.49 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.89 TIME FOR CALCULATING DISPLACEMENTS = 0.10 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.26 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:21 CASE: LRFD5-EQ-2 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:21 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.32E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.64 TIME FOR CONTROLLING ANALYSIS = 0.91 TIME FOR UPDATING LOADS AND STATE = 0.47 TIME FOR FORMING STIFFNESS MATRIX = 0.19 TIME FOR SOLVING STIFFNESS MATRIX = 0.88 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.04 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.23 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 589 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:24 CASE: LRFD5-EQ-3 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:24 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.86E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.65 TIME FOR CONTROLLING ANALYSIS = 0.93 TIME FOR UPDATING LOADS AND STATE = 0.45 TIME FOR FORMING STIFFNESS MATRIX = 0.17 TIME FOR SOLVING STIFFNESS MATRIX = 0.91 TIME FOR CALCULATING DISPLACEMENTS = 0.11 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.03 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.26 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:27 CASE: LRFD5-EQ-4 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 590 FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:27 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.71E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.70 TIME FOR CONTROLLING ANALYSIS = 0.93 TIME FOR UPDATING LOADS AND STATE = 0.49 TIME FOR FORMING STIFFNESS MATRIX = 0.15 TIME FOR SOLVING STIFFNESS MATRIX = 0.90 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.32 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:31 CASE: LRFD5-EQ-5 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:31 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 591 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.42E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.68 TIME FOR CONTROLLING ANALYSIS = 0.90 TIME FOR UPDATING LOADS AND STATE = 0.50 TIME FOR FORMING STIFFNESS MATRIX = 0.18 TIME FOR SOLVING STIFFNESS MATRIX = 0.91 TIME FOR CALCULATING DISPLACEMENTS = 0.09 TIME FOR DETERMINING EVENTS = 0.00 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.31 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:34 CASE: LRFD5-EQ-6 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:34 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 1.19E-05 1.000000 1.000000 1.000000 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 592 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.72 TIME FOR CONTROLLING ANALYSIS = 0.87 TIME FOR UPDATING LOADS AND STATE = 0.47 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.94 TIME FOR CALCULATING DISPLACEMENTS = 0.11 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.33 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:37 CASE: LRFD5-EQ-7 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:37 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 2.63E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 0.68 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 593 TIME FOR CONTROLLING ANALYSIS = 1.04 TIME FOR UPDATING LOADS AND STATE = 0.48 TIME FOR FORMING STIFFNESS MATRIX = 0.16 TIME FOR SOLVING STIFFNESS MATRIX = 0.91 TIME FOR CALCULATING DISPLACEMENTS = 0.10 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.07 ---------- TOTAL TIME FOR THIS ANALYSIS = 3.45 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:41 CASE: LRFD5-EQ-8 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:41 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 Conv -1 7.79E-06 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 1.02 TIME FOR CONTROLLING ANALYSIS = 1.61 TIME FOR UPDATING LOADS AND STATE = 0.71 TIME FOR FORMING STIFFNESS MATRIX = 0.25 TIME FOR SOLVING STIFFNESS MATRIX = 1.58 TIME FOR CALCULATING DISPLACEMENTS = 0.15 TIME FOR DETERMINING EVENTS = 0.01 TIME FOR SAVING RESULTS = 0.10 ---------- TOTAL TIME FOR THIS ANALYSIS = 5.43 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 594 N O N L I N E A R S T A T I C A N A L Y S I S 10:35:46 CASE: LRFD7-EQ-1 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:35:46 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 2055.379 1.000000 .000000 .000000 0 0 1 -2 992.675694 1.000000 .000000 .000000 0 0 1 -3 548.457083 1.000000 .000000 .000000 0 0 1 -4 320.790433 1.000000 .000000 .000000 0 0 1 -5 192.479346 1.000000 .000000 .000000 0 0 1 -6 117.151475 1.000000 .000000 .000000 0 0 1 -7 72.161794 1.000000 .000000 .000000 0 0 1 -8 44.675114 1.000000 .000000 .000000 0 0 1 -9 27.693016 1.000000 .000000 .000000 0 0 1 -10 17.189306 1.000000 .000000 .000000 0 0 1 1 2057.019 1.000000 .000000 .000000 0 0 1 2 486.020425 1.000000 .000000 .000000 0 0 1 3 32.551961 1.000000 .000000 .000000 0 0 1 Conv 4 8.16E-06 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 5 TIME FOR INITIALIZING ANALYSIS = 1.20 TIME FOR CONTROLLING ANALYSIS = 1.51 TIME FOR UPDATING LOADS AND STATE = 2.40 TIME FOR FORMING STIFFNESS MATRIX = 0.34 TIME FOR SOLVING STIFFNESS MATRIX = 6.69 TIME FOR CALCULATING DISPLACEMENTS = 2.42 TIME FOR DETERMINING EVENTS = 0.13 TIME FOR SAVING RESULTS = 0.08 ---------- TOTAL TIME FOR THIS ANALYSIS = 14.77 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 595 N O N L I N E A R S T A T I C A N A L Y S I S 10:36:01 CASE: LRFD7-EQ-2 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:36:01 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 1224.905 1.000000 .000000 .000000 0 0 1 -2 384.880539 1.000000 .000000 .000000 0 0 1 -3 146.068418 1.000000 .000000 .000000 0 0 1 -4 59.348510 1.000000 .000000 .000000 0 0 1 -5 25.578812 1.000000 .000000 .000000 0 0 1 -6 11.541555 1.000000 .000000 .000000 0 0 1 -7 5.356811 1.000000 .000000 .000000 0 0 1 -8 2.530203 1.000000 .000000 .000000 0 0 1 -9 1.209720 1.000000 .000000 .000000 0 0 1 Conv -10 0.582919 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2 TIME FOR INITIALIZING ANALYSIS = 1.02 TIME FOR CONTROLLING ANALYSIS = 1.47 TIME FOR UPDATING LOADS AND STATE = 1.63 TIME FOR FORMING STIFFNESS MATRIX = 0.23 TIME FOR SOLVING STIFFNESS MATRIX = 1.43 TIME FOR CALCULATING DISPLACEMENTS = 1.76 TIME FOR DETERMINING EVENTS = 0.07 TIME FOR SAVING RESULTS = 0.07 ---------- TOTAL TIME FOR THIS ANALYSIS = 7.68 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 596 N O N L I N E A R S T A T I C A N A L Y S I S 10:36:09 CASE: LRFD7-EQ-3 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:36:09 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 2472.279 1.000000 .000000 .000000 0 0 1 -2 1145.359 1.000000 .000000 .000000 0 0 1 -3 629.989483 1.000000 .000000 .000000 0 0 1 -4 368.139895 1.000000 .000000 .000000 0 0 1 -5 222.846727 1.000000 .000000 .000000 0 0 1 -6 136.109428 1.000000 .000000 .000000 0 0 1 -7 83.975159 1.000000 .000000 .000000 0 0 1 -8 52.125055 1.000000 .000000 .000000 0 0 1 -9 32.358693 1.000000 .000000 .000000 0 0 1 -10 20.087327 1.000000 .000000 .000000 0 0 1 1 2475.120 1.000000 .000000 .000000 0 0 1 2 639.935328 1.000000 .000000 .000000 0 0 1 3 30.880718 1.000000 .000000 .000000 0 0 1 Conv 4 1.12E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 5 TIME FOR INITIALIZING ANALYSIS = 1.06 TIME FOR CONTROLLING ANALYSIS = 1.09 TIME FOR UPDATING LOADS AND STATE = 2.18 TIME FOR FORMING STIFFNESS MATRIX = 0.27 TIME FOR SOLVING STIFFNESS MATRIX = 4.67 TIME FOR CALCULATING DISPLACEMENTS = 2.14 TIME FOR DETERMINING EVENTS = 0.11 TIME FOR SAVING RESULTS = 0.07 ---------- TOTAL TIME FOR THIS ANALYSIS = 11.59 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 597 N O N L I N E A R S T A T I C A N A L Y S I S 10:36:20 CASE: LRFD7-EQ-4 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:36:20 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 2434.961 1.000000 .000000 .000000 0 0 1 -2 1023.284 1.000000 .000000 .000000 0 0 1 -3 490.761591 1.000000 .000000 .000000 0 0 1 -4 250.879031 1.000000 .000000 .000000 0 0 1 -5 131.202509 1.000000 .000000 .000000 0 0 1 -6 68.767919 1.000000 .000000 .000000 0 0 1 -7 36.025157 1.000000 .000000 .000000 0 0 1 -8 18.869610 1.000000 .000000 .000000 0 0 1 -9 9.883267 1.000000 .000000 .000000 0 0 1 -10 5.176445 1.000000 .000000 .000000 0 0 1 1 2437.556 1.000000 .000000 .000000 0 0 1 2 435.469031 1.000000 .000000 .000000 0 0 1 Conv 3 5.98E-06 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 4 TIME FOR INITIALIZING ANALYSIS = 0.67 TIME FOR CONTROLLING ANALYSIS = 1.05 TIME FOR UPDATING LOADS AND STATE = 1.70 TIME FOR FORMING STIFFNESS MATRIX = 0.19 TIME FOR SOLVING STIFFNESS MATRIX = 3.12 TIME FOR CALCULATING DISPLACEMENTS = 1.64 TIME FOR DETERMINING EVENTS = 0.05 TIME FOR SAVING RESULTS = 0.05 ---------- 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 598 TOTAL TIME FOR THIS ANALYSIS = 8.47 N O N L I N E A R S T A T I C A N A L Y S I S 10:36:29 CASE: LRFD7-EQ-5 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:36:29 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 4070.132 1.000000 .000000 .000000 0 0 1 -2 2210.866 1.000000 .000000 .000000 0 0 1 -3 1409.860 1.000000 .000000 .000000 0 0 1 -4 942.417113 1.000000 .000000 .000000 0 0 1 -5 650.018229 1.000000 .000000 .000000 0 0 1 -6 456.567884 1.000000 .000000 .000000 0 0 1 -7 326.074242 1.000000 .000000 .000000 0 0 1 -8 234.944014 1.000000 .000000 .000000 0 0 1 -9 170.224782 1.000000 .000000 .000000 0 0 1 -10 123.735243 1.000000 .000000 .000000 0 0 1 1 4079.636 1.000000 .000000 .000000 0 0 1 2 1461.084 1.000000 .000000 .000000 0 0 1 3 181.775628 1.000000 .000000 .000000 0 0 1 4 4.114240 1.000000 .000000 .000000 0 0 1 Conv 5 9.55E-06 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 6 TIME FOR INITIALIZING ANALYSIS = 0.74 TIME FOR CONTROLLING ANALYSIS = 1.05 TIME FOR UPDATING LOADS AND STATE = 1.75 TIME FOR FORMING STIFFNESS MATRIX = 0.24 TIME FOR SOLVING STIFFNESS MATRIX = 5.09 TIME FOR CALCULATING DISPLACEMENTS = 1.85 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 599 TIME FOR DETERMINING EVENTS = 0.09 TIME FOR SAVING RESULTS = 0.07 ---------- TOTAL TIME FOR THIS ANALYSIS = 10.88 N O N L I N E A R S T A T I C A N A L Y S I S 10:36:40 CASE: LRFD7-EQ-6 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:36:40 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 4313.067 1.000000 .000000 .000000 0 0 1 -2 2291.609 1.000000 .000000 .000000 0 0 1 -3 1426.188 1.000000 .000000 .000000 0 0 1 -4 926.574912 1.000000 .000000 .000000 0 0 1 -5 621.605140 1.000000 .000000 .000000 0 0 1 -6 423.871789 1.000000 .000000 .000000 0 0 1 -7 290.995389 1.000000 .000000 .000000 0 0 1 -8 200.259391 1.000000 .000000 .000000 0 0 1 -9 138.486670 1.000000 .000000 .000000 0 0 1 -10 96.145427 1.000000 .000000 .000000 0 0 1 1 4323.969 1.000000 .000000 .000000 0 0 1 2 1526.143 1.000000 .000000 .000000 0 0 1 3 102.546776 1.000000 .000000 .000000 0 0 1 Conv 4 1.64E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 5 TIME FOR INITIALIZING ANALYSIS = 0.71 TIME FOR CONTROLLING ANALYSIS = 1.04 TIME FOR UPDATING LOADS AND STATE = 1.66 TIME FOR FORMING STIFFNESS MATRIX = 0.20 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 600 TIME FOR SOLVING STIFFNESS MATRIX = 4.28 TIME FOR CALCULATING DISPLACEMENTS = 1.64 TIME FOR DETERMINING EVENTS = 0.10 TIME FOR SAVING RESULTS = 0.03 ---------- TOTAL TIME FOR THIS ANALYSIS = 9.66 N O N L I N E A R S T A T I C A N A L Y S I S 10:36:49 CASE: LRFD7-EQ-7 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:36:49 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 3033.666 1.000000 .000000 .000000 0 0 1 -2 1939.028 1.000000 .000000 .000000 0 0 1 -3 1458.155 1.000000 .000000 .000000 0 0 1 -4 1154.066 1.000000 .000000 .000000 0 0 1 -5 939.836120 1.000000 .000000 .000000 0 0 1 -6 777.871421 1.000000 .000000 .000000 0 0 1 -7 649.492060 1.000000 .000000 .000000 0 0 1 -8 546.850363 1.000000 .000000 .000000 0 0 1 -9 462.556727 1.000000 .000000 .000000 0 0 1 -10 392.912777 1.000000 .000000 .000000 0 0 1 1 3036.696 1.000000 .000000 .000000 0 0 1 2 1726.513 1.000000 .000000 .000000 0 0 1 3 496.674294 1.000000 .000000 .000000 0 0 1 4 30.974300 1.000000 .000000 .000000 0 0 1 Conv 5 1.47E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 6 TIME FOR INITIALIZING ANALYSIS = 0.70 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 601 TIME FOR CONTROLLING ANALYSIS = 1.14 TIME FOR UPDATING LOADS AND STATE = 2.07 TIME FOR FORMING STIFFNESS MATRIX = 0.23 TIME FOR SOLVING STIFFNESS MATRIX = 5.25 TIME FOR CALCULATING DISPLACEMENTS = 2.03 TIME FOR DETERMINING EVENTS = 0.09 TIME FOR SAVING RESULTS = 0.03 ---------- TOTAL TIME FOR THIS ANALYSIS = 11.54 N O N L I N E A R S T A T I C A N A L Y S I S 10:37:01 CASE: LRFD7-EQ-8 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS LOAD CONTROL TYPE = FORCE TYPE OF GEOMETRIC NONLINEARITY = NONE USE EVENT STEPPING = NO USE ITERATION = YES USE LINE SEARCH = NO FORCE CONVERGENCE TOLERANCE (RELATIVE) = 1.00E-05 E L E M E N T F O R M A T I O N 10:37:01 NUMBER OF COUPLED CONSTRAINT EQUATIONS = 24 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 6 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 Negative iterations are Constant-Stiffness Positive iterations are Newton-Raphson Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum Steps Steps Steps this Step Unbalance Size of Steps of Steps ( 1 25 200 -10/40 1.000000 1.000000 1.000000 1.000000) 0 0 1 -1 2787.165 1.000000 .000000 .000000 0 0 1 -2 1630.013 1.000000 .000000 .000000 0 0 1 -3 1171.463 1.000000 .000000 .000000 0 0 1 -4 901.596642 1.000000 .000000 .000000 0 0 1 -5 715.457344 1.000000 .000000 .000000 0 0 1 -6 577.011821 1.000000 .000000 .000000 0 0 1 -7 470.519602 1.000000 .000000 .000000 0 0 1 -8 385.799293 1.000000 .000000 .000000 0 0 1 -9 317.981374 1.000000 .000000 .000000 0 0 1 -10 263.671681 1.000000 .000000 .000000 0 0 1 1 2790.691 1.000000 .000000 .000000 0 0 1 2 1344.609 1.000000 .000000 .000000 0 0 1 3 278.611788 1.000000 .000000 .000000 0 0 1 4 19.364775 1.000000 .000000 .000000 0 0 1 Conv 5 2.82E-05 1.000000 1.000000 1.000000 ---------------------------------------- BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES: NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY. (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY) NUMBER FOUND AT FINAL CONVERGED STATE = 0, OK. ---------------------------------------- 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 602 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 6 TIME FOR INITIALIZING ANALYSIS = 0.90 TIME FOR CONTROLLING ANALYSIS = 1.22 TIME FOR UPDATING LOADS AND STATE = 1.72 TIME FOR FORMING STIFFNESS MATRIX = 0.23 TIME FOR SOLVING STIFFNESS MATRIX = 5.34 TIME FOR CALCULATING DISPLACEMENTS = 1.73 TIME FOR DETERMINING EVENTS = 0.14 TIME FOR SAVING RESULTS = 0.05 ---------- TOTAL TIME FOR THIS ANALYSIS = 11.33 A N A L Y S I S C O M P L E T E 2024/06/06 10:37:12 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 603 6.4.2 SAFE OUTPUT FILE (HOTEL) 3rd & Broadway, Santa Ana, CA Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 604 END OF VOLUME II Volume 3A - Structural Calculations - Residential 3rd & Broadway Santa Ana, CA Prepared For Caribou Industries 1103 North Broadway Santa Ana, CA 92701 Phone: 714.543.9484 Prepared By Thornton Tomasetti Inc. 707 Wilshire Blvd, Suite 4450 Los Angeles, CA 90017 Phone: 213.330.7000 Date Rev No Modification / Purpose of Issue 09/21/2021 0 STRUCTURAL PERMIT 12/10/2021 1 REISSUE FOR PLAN CHECK 06/17/2024 2 RESIDENTIAL BUILDING REVISION TO PERMIT EXP: 03-31-25 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 2 TABLE OF CONTENTS 7.0 SUPERSTRUCTURE DESIGN ......................................................................................................................... 5 7.1. INTRODUCTION......................................................................................................................................... 6 7.2. SHEAR WALL DESIGN .............................................................................................................................. 7 7.2.1. SHEAR WALL DESIGN CRITERIA ........................................................................................................ 7 7.2.2. SHEAR WALL VERTICAL REINFORCEMENT DESIGN ....................................................................... 8 7.2.3. SHEAR WALL CONFINEMENT ........................................................................................................... 59 7.2.4. SHEAR WALL SHEAR REINFORCEMENT DESIGN .......................................................................... 77 7.3. COUPLING BEAM DESIGN ..................................................................................................................... 89 7.3.1. COUPLING BEAM DESIGN CRITERIA ............................................................................................... 89 7.3.2. COUPLING BEAM DESIGN ................................................................................................................. 90 7.4. DIAPHRAGM DESIGN .............................................................................................................................. 98 7.4.1. DIAPHRAGM DESIGN CRITERIA ....................................................................................................... 98 7.4.2. DIAPHRAGM SHEAR AND CHORD DESIGN ................................................................................... 106 7.4.2.1. EQUIVALENT BEAM METHOD (ALL LEVELS EXCEPT GROUND AND LEVEL 2) .................... 106 7.4.2.2. SECTION CUT METHOD (GROUND LEVEL & LEVEL 2) ............................................................ 136 7.4.3. DIAPHRAGM COLLECTOR DESIGN ................................................................................................ 145 7.5. COLUMN DESIGN .................................................................................................................................. 167 7.5.1. COLUMN DESIGN CRITERIA ........................................................................................................... 167 7.5.2. COLUMN DESIGN ............................................................................................................................. 168 7.5.3. SLENDER COLUMN DESIGN CRITERIA ......................................................................................... 176 7.5.4. COLUMN CONFINEMENT ................................................................................................................ 178 7.6. POST-TENSIONED CONCRETE SLAB DESIGN .................................................................................. 196 7.6.1. POST-TENSIONED CONCRETE DESIGN CRITERIA ...................................................................... 196 7.6.2. POST-TENSIONED CONCRETE SLAB DESIGN.............................................................................. 200 7.6.3. POST-TENSIONED CONCRETE SLAB PUNCHING SHEAR DESIGN ............................................ 222 7.6.4. DESIGN OF POOL LOADS AT LEVEL 06+ ....................................................................................... 235 7.7. MILD CONCRETE SLAB DESIGN.......................................................................................................... 239 7.7.1. MILD CONCRETE SLAB DESIGN CRITERIA ................................................................................... 239 7.7.2. MILD CONCRETE SLAB DESIGN ..................................................................................................... 240 7.7.3. VERIFY SYCAMORE STREET SLAB FOR 250 PSF LL AND AASHTO TRUCK LOAD ................... 260 7.8. MISCELLANEOUS CALCULATIONS ..................................................................................................... 264 7.8.1. CORE INTERIOR CONCRETE FRAMING DESIGN .......................................................................... 264 7.8.2. CATENARY CABLE DESIGN ............................................................................................................ 268 7.8.3. CMU WALL DESIGN .......................................................................................................................... 270 7.8.4. RESIDENTIAL COMPONENTS AND CLADDING WIND PRESSURE .............................................. 295 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 3 7.8.5. LEVEL 15 AMENITY TERRACE CANOPY FRAMING DESIGN ........................................................ 301 7.8.6. MISCELLANEOUS CONCRETE DETAIL CALCULATION ................................................................ 310 7.8.7. ELEVATOR FRAMING DETAILS ....................................................................................................... 314 7.8.8. GUARDRAIL EMBED DETAILS ......................................................................................................... 322 7.8.9. VEHICLE BARRIER AT PARKING GARAGE .................................................................................... 368 7.8.10. POOL WALL DESIGN ................................................................................................................... 369 7.8.11. CANTILEVERED SLAB CONSTRUCTION AT LEVEL 06 ............................................................ 370 7.8.12. FOUNDATION PIT DESIGN.......................................................................................................... 374 7.8.13. ENTRY CANOPY DESIGN............................................................................................................ 378 7.8.14. COILING DOOR CALCULATIONS ................................................................................................ 391 7.8.15. GARAGE FAÇADE SCREEN FRAMING ...................................................................................... 407 7.9. APPENDIX .............................................................................................................................................. 428 7.9.1. RAM RESULTS FOR SLAB DESIGN ................................................................................................ 429 7.9.2. MECHANICAL UNIT CUT SHEETS ................................................................................................... 430 7.9.3. ELEVATOR CUT SHEETS ................................................................................................................ 431 7.9.4. GEOTECHNICAL ENGINEER REVIEW MEMORANDUM ................................................................ 432 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 4 STRUCTURAL CALCULATIONS VOLUME 3A RESIDENTIAL 3rd & Broadway Santa Ana, California 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 5 7.0 SUPERSTRUCTURE DESIGN 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 6 7.1. INTRODUCTION The design of the gravity and lateral force-resisting systems (LFRS) of the superstructure begins with an elastic analysis of the structure under gravity, wind, and Design Basis Earthquake (DBE) loading using the 2019 California Building Code. See Volume 1 of the calculations for a detailed description of the design criteria and see Volume 2 for a detailed description of the ETABS structural analysis model used for structural analysis. As determined in Section 4.2.5 of calculation Volume 2, the wind shear forces and overturning moments are significantly smaller than the seismic forces and moments. Therefore the seismic forces control the analysis and design of the primary superstructure elements. As such, only seismic forces are considered in the following analyses. The main objectives for the analysis and verification of the superstructure are to verify that all superstructure members meet all strength and serviceability acceptance criteria presented in Volume 1 of the calculations. Specifically: • To verify the lateral load resisting system including the structural core walls, coupling beams, and diaphragms meet all design criteria presented in Volume 1 of the calculations. • To verify the gravity load resisting system including the floors, floor framing, and column sizes meet all design criteria presented in Volume 1 of the calculations. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 7 7.2. SHEAR WALL DESIGN 7.2.1. SHEAR WALL DESIGN CRITERIA The shear wall design in this section includes concrete core and shear walls. The vertical, horizontal, and confinement reinforcing in these walls are then designed for all applicable loading in order to meet all CBC code requirements. Please see Table 4.2-1 in Volume 2 of the calculations for a description of the structural wall concrete strength and wall widths. Also see Section 4.2.1 in Volume 2 of the calculations for the model stiffness parameters used in the structural analysis model. All other structural material properties and load combinations are defined in Volume 1 of the calculations. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 8 7.2.2. SHEAR WALL VERTICAL REINFORCEMENT DESIGN The vertical steel in the core and shear walls is proportioned using the elastic forces from the DBE ETABS model. All load combinations for the piers shown in the following figures are exported from ETABS to SP Column for each individual pier wall segment. The wall pier sections are then checked using SP Column. The SP Column output is shown in the following figures for each individual wall pier. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 9 The Flexural wall pier labels for Residential building are shown in the figure below. Figure 7.2-1: Core and Shear Wall Pier Key Plan at L01 Figure 7.2-2: Core and Shear Wall Pier Key Plan at L02 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 10 Figure 7.2-3: Core and Shear Wall Pier Key Plan between L03 Figure 7.2-4: Core and Shear Wall Pier Key Plan at L04 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 11 Figure 7.2-5: Core and Shear Wall Pier Key Plan between L05 and L06 Figure 7.2-6: Core and Shear Wall Pier Key Plan at L06+ 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 12 Figure 7.2-7: Core and Shear Wall Pier Key Plan between L08 and L15 Figure 7.2-8: Core and Shear Wall Pier Key Plan between L08 and L15 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 13 Figure 7.2-9: Core and Shear Wall Pier Key Plan at Roof 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 14 Wall Pier Design Checks Each wall pier has been checked using SP Column as shown in the following figures. One detailed example of the SP Column design output and the accompanying P-M capacity diagram is shown for the PCORE1A wall pier at Level 1; for all others, the plot of the P-M capacity diagram is shown indicating that the pier has adequate capacity for all strength design load combinations. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 15 Figure 7.2-10: SP Column Design for Pier PCORE1A at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 16 Figure 7.2-11: SP Column Design for Pier PCORE1A at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 17 Figure 7.2-12: SP Column Design for Pier PCORE 1A at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 18 Figure 7.2-13: SP Column Design for Pier PCORE 1A at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 19 The following figures shows design checks for the walls in the Residential building. Figure 7.2-14: Design of the Resi building PCORE 1A pier between P01 and L01, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 20 Figure 7.2-15: Design of the Resi building PCORE 1A between P01 and L01, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 21 Figure 7.2-16: Design of the Resi building PCORE1B pier between P01 and L01, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 22 Figure 7.2-17: Design of the Resi building PCORE1B pier between P01 and L01, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 23 Figure 7.2-18: Design of the Resi building PCORE1C pier between P01 and L02, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 24 Figure 7.2-19: Design of the Resi building PCORE1C pier between P01 and L02, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 25 Figure 7.2-20: Design of the Residential building PCORE1D pier between L01 and L02, Bending about X- direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 26 Figure 7.2-21: Design of the Residential building PCORE1D pier between L01 and L02, Bending about Y- direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 27 Figure 7.2-22: Design of the Resi building PCORE1F pier between L01 and L02, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 28 Figure 7.2-23: Design of the Resi building PCORE1F pier between L01 and L02, Bending about Y-direction. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 29 Figure 7.2-24: Design of the Resi building PF1 pier between L01 and L02, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 30 Figure 7.2-25: Design of the Resi building PF1 pier between L01 and L02, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 31 Figure 7.2-26: Design of the Residential building PF2 pier between L01 and L02, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 32 Figure 7.2-27: Design of the Residential building PF2 pier between L01 and L02, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 33 Figure 7.2-28: Design of the Resi building PCORE 1G pier between L02 and L05, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 34 Figure 7.2-29: Design of the Resi building PCORE 1G pier between L02 and L05, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 35 Figure 7.2-30: Design of the Resi building PCORE1H pier between L02 and L05, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 36 Figure 7.2-31: Design of the Resi building PCORE1H pier between L02 and L05, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 37 Figure 7.2-32: Design of the Resi building PCORE1 pier between L05 and L09, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 38 Figure 7.2-28: Design of the Resi building PCORE1 pier between L05 and L09, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 39 Figure 7.2-29: Design of the Residential building PCORE1 pier between L09 and L13, Bending about X- direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 40 Figure 7.2-330: Design of the Residential building PCORE1 pier between L09 and L13, Bending about Y- direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 41 Figure 7.2-34: Design of the Resi building PCORE1 pier between L13 and L15, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 42 Figure 7.2-35: Design of the Resi building PCORE1 pier between L13 and L15, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 43 Figure 7.2-36: Design of the Resi building PCORE1 pier at Top of Roof, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 44 Figure 7.2-37: Design of the Resi building PCORE1 pier at Top of Roof, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 45 Figure 7.2-38: Design of the Residential building PCORE2C pier between L01 and L03, Bending about X- direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 46 Figure 7.2-39: Design of the Residential building PCORE2C pier between L01 and L03, Bending about Y - direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 47 Figure 7.2-40: Design of the Resi building PCORE2 pier between L03 and L05, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 48 Figure 7.2-41: Design of the Resi building PCORE2 pier between L03 and L05, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 49 Figure 7.2-42: Design of the Resi building PCORE2D pier between L05 and L09, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 50 Figure 7.2-43: Design of the Resi building PCORE2D pier between L05 and L09, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 51 Figure 7.2-44: Design of the Residential building PCORE1F pier between L05 and L09, Bending about X- direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 52 Figure 7.2-45: Design of the Residential building PCORE1F pier between L05 and L09, Bending about Y- direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 53 Figure 7.2-46: Design of the Resi building PCORE2G pier between L09 and L13, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 54 Figure 7.2-47: Design of the Resi building PCORE2G pier between L09 and L13, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 55 Figure 7.2-48: Design of the Resi building PCORE2G pier between L13 and L15, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 56 Figure 7.2-49: Design of the Resi building PCORE2G pier between L13 and L15, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 57 Figure 7.2-50: Design of the Resi building PCORE2K pier at Top of Roof, Bending about X-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 58 Figure 7.2-51: Design of the Residential building PCORE2K pier at Top of Roof, Bending about Y-direction 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 59 7.2.3. SHEAR WALL CONFINEMENT Wall Confinement Regions Varying levels of confinement reinforcement in the concrete shear walls as specified in the ACI 318 guidelines is intended to provide well-behaved structural wall behavior during code-level seismic events. The confinement zones are as follows: • Full transverse confinement reinforcement is specified at the corners and ends of structural walls where the anticipated compression strains are high. • Intermediate transverse confinement reinforcement is specified at the corners and ends of structural walls where the anticipated compression strains are lower. • No transverse confinement reinforcement is specified in all other locations of the structural walls. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 60 Wall Confinement Design The core wall transverse reinforcement serves as confinement reinforcing at the wall ends and as shear reinforcement when oriented along the length of the walls. It has therefore been designed to meet both criteria. To begin, the required confinement reinforcement to meet the “full confinement” requirements of ACI 318 - 14 section 18.10.6.4(c) which includes Table 18.10.6.4(f) was determined. Then, intermediate confinement reinforcement was determined using Section 18.10.6.5. The three levels of core confinement are determined as follows: Full Confinement Transverse wall reinforcement per ACI 318-14 section 18.10.6.4(c) and Table 18.10.6.4(f) in all core and shear walls. Typically, #6 confinement ties at 4” OC vertically and 6” OC horizontally. Intermediate Confinement Transverse wall reinforcement per ACI 318-14 section 18.10.6.5 in all core and shear walls. The “full confinement” tie spacing is reduced by half to #6 bars at 8” OC vertically and horizontally it shall remain the same as full confinement. No Confinement No transverse confinement reinforcement is provided in these areas. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 61 Figure 7.2-52: Wall Confinement Calculation 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 62 Based on anticipated shear wall compression strains, the boundary zone confinement type vari es over the height of the core and shear walls are as shown in the figure below. Core Wall at Gird line R15-West Core Figure 7.2-104: Wall Confinement Type over Height of Core Walls for Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 63 Core Wall at Gird line RH-West Core Figure 7.2-105: Wall Confinement Type over Height of Shear Walls for Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 64 Core Wall at Gird line R14-West Core Figure 7.2-105: Wall Confinement Type over Height of Shear Walls for Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 65 Core Wall at Gird line RJ-West Core Figure 7.2-105: Wall Confinement Type over Height of Shear Walls for Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 66 Core Wall at Gird line R11-East Core Figure 7.2-105: Wall Confinement Type over Height of Shear Walls for Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 67 Core Wall at Gird line RH- East Core Figure 7.2-105: Wall Confinement Type over Height of Shear Walls for Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 68 Core Wall at Gird line R10- East Core Figure 7.2-105: Wall Confinement Type over Height of Shear Walls for Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 69 Core Wall at Gird line RJ- East Core Figure 7.2-105: Wall Confinement Type over Height of Shear Walls for Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 70 For the Design Earthquake, the wall segments are effectively continuous from the base of the structure to the top, the boundary elements of the core walls are determined using the neutral axis method of ACI 318-14 section 18.10.6.2 for the extent in plan and elevation. In addition, the lengths are compared against the requirements of ACI 318-14 section 18.10.6.4. Boundary zone widths are presented following the stress method of 18.10.6.3 for comparison purposes only. As a means of maximizing constructability of the confined sections, a minimum length of the boundary zone is set that is equal to the development length of the horizontal bar plus 6 inches, ensuring that the horizontal bar may be developed without the use of a standard hook per section 18.10.6.4.h. As the concrete strength decreases over the height of the wall elevation, multiple stress plots are provided for clarity in interpreting the results. One reports the stress color contours based on a concrete strength, f’c of 8,000psi (0.20*f’c = 1,600psi, 0.15*f’c = 1,200psi) The deep magenta color represents wall elements with stress greater than 0.20 x f’c, while the dark blue color represents wall elements with axial stress less than 0.15 x f’c. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 71 Figure 7.2-105: Shear Wall Axial Stress – CW1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 72 Figure 7.2-105: Shear Wall Axial Stress – CW2 and CW6 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 73 Figure 7.2-105: Shear Wall Axial Stress – CW3 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 74 Figure 7.2-105: Shear Wall Axial Stress – CW4 and CW8 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 75 Figure 7.2-105: Shear Wall Axial Stress – CW5 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 76 Figure 7.2-105: Shear Wall Axial Stress – CW7 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 77 7.2.4. SHEAR WALL SHEAR REINFORCEMENT DESIGN The design of the shear walls for shear forces is performed to ensure that the walls have adequate capacity for the design-level shear forces. As shown on the following pages, the wall shear capacities are greater than the wall shear demands in all locations. The shear capacity is determined using ACI 318-14 section 18.10.4 and equation 18.10.4.1: ΦVn = Acv (2 √(f’c) + ρtfy) Where: Φ = 0.6 Acv = Gross area of concrete section f’c = Specified concrete strength ρt = Transverse reinforcement ratio (Must be greater than 0.0025 per ACI 318-14 section 18.10.2.1) fy = Yield strength of steel reinforcement The shear stress is limited to 8√(f’c) for the average shear stress of the entire core and is allowed to be 10√(f’c) when considering individual pier walls. The following figures show: • The shear reinforcement capacity, ΦVn • The maximum shear capacity of the wall pier, Φ10√(f’c)Acv, or the maximum shear capacity of the total core wall area in the direction of the loading, Φ8√(f’c)Acv • The shear demand, Vu. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 78 The wall shear pier labels for Residential building are shown in the figure below. Figure 7.2-53: Core and Shear Wall Pier Key Plan for L2 Figure 7.2-54: Core and Shear Wall Pier Key Plan for Typical Level 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 79 Figure 7.2-55: Shear DCR (10√f’c) – Residential Building Y01 PIER 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 80 Figure 7.2-56: Shear DCR (10√f’c) – Residential Building Y05 Pier 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 81 Figure 7.2-57: Shear DCR (10√f’c) – Residential Building Y07 Pier 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 82 Figure 7.2-58: Shear DCR (10√f’c) – Residential Building Y08 Pier 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 83 Figure 7.2-59: Shear DCR (10√f’c) – Residential Building X01 Pier 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 84 Figure 7.2-60: Shear DCR (10√f’c) – Residential Building X03 Pier 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 85 Figure 7.2-61: Shear DCR (10√f’c) – Residential Building X04 Pier 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 86 Figure 7.2-62: Shear DCR (10√f’c) – Residential Building X05 Pier 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 87 Figure 7.2-63: Shear DCR (10√f’c) – Residential Building X07 Pier 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 88 Figure 7.2-64: Shear DCR (10√f’c) – Residential Building Pier X08 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 89 7.3. COUPLING BEAM DESIGN 7.3.1. COUPLING BEAM DESIGN CRITERIA The reinforcement of the core wall coupling beams (link beams) is designed for the shear and moment demands determined by the envelope of load combinations (which include DBE-level response spectrum earthquake actions). The design of each coupling beam is performed using a spreadsheet which inputs data from the ETABS analysis model. The reinforcement type of each coupling beam (conventional or diagonal) is determined according to ACI 318-14, 18.10.7. Conventionally Reinforced Coupling Beams As part of the lateral force resisting system, conventionally reinforced coupling beams follow the specifications for coupling beams and special moment frame beams. They are checked to satisfy the ACI 318-14 requirements for minimum & maximum longitudinal reinforcement ratios (Sections 18.6.3), minimum shear reinforcement of Section 11.6.1, shear reinforcement spacing of Section 18.6.4.4, and maximum nominal shear strength of Section 18.6.5. Longitudinal reinforcement is placed such that: ΦMn ≥ Mu. It is ΦMn= ΦAsfyd, where Φ=0.90 (tension-controlled sections), fy=60ksi, and “d” is the moment arm of section forces. Shear reinforcement design satisfies: ΦVn ≥ Vu. It is ΦVn = ΦAsfyd/s, and Vu=max(Vu, Vcap), where Φ=0.75 (shear), “s” is the longitudinal spacing of hoops, Vu is the acting shear force from ETABS analysis, and Vcap is the capacity design shear force obtained assuming maximum probable moments of opposite signs being developed at the beam ends, thus Vcap=(2/L)(1.25fyAs)(d), Section 18.6.5.1, where L is the beam length. Diagonally Reinforced Coupling Beams The layout of diagonal and transverse reinforcement follows the requirements of Section 18.10.7.4. Transverse reinforcement is provided over the entire beam section. Diagonal reinforcement satisfies ΦVn ≥ Vu. It is ΦVn = ΦAvdfysinθ, where Φ=0.85 (shear of coupling beams, Section 9.3.4), Avd is the reinforcement area of each group of diagonal bars, and θ is the angle of the diagonal relative to the beam axis. Vn is checked to be less than the maximum nominal shear strength, Section 21.9.7.4. Based on the present Avd, the moment strength inequality is checked ΦMn ≥ Mu. It is ΦMn = ΦAvdfy(cosθ)z, where Φ=0.9, and z is the transverse distance of the horizontal components of diagonal forces. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 90 7.3.2. COUPLING BEAM DESIGN The following table shows the design parameters for each coupling (link) beam as well as the ACI requirements verification and the Demand Capacity Ratios (DCR) for shear and moment. All beams are designed as diagonally reinforced coupling beams. Coupling beam labels for the core walls are shown as below: a) Level 1 b) Level 4 to Level 7 c) Level 08 to Level 15 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 91 d) Top of Core Figure 7.3-1: Core Wall Plan for Residential Building Tower Coupling Beam Labels. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 92 Table 7.3-1: Diagonally Reinforced Coupling Beam Design 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 93 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 94 Sample Calculations for Coupling Beam Design The sample calculations for a characteristic case of a diagonally reinforced linked beam are shown next. Figure 7.3-2: Sample Calculation for Coupling Beam Design 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 95 Figure 7.3-3: Sample Calculation for Coupling Beam Design 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 96 Figure 7.3-4: Sample Calculation for Coupling Beam Design 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 97 Figure 7.3-5: Sample Calculation for Coupling Beam Design 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 98 7.4. DIAPHRAGM DESIGN 7.4.1. DIAPHRAGM DESIGN CRITERIA The distributed inertial seismic forces at all levels are transferred to the vertical lateral load resisting elements through the connection with the slab. The check and design of diaphragms is performed according to the ASCE 7-16 specifications. The design force for each diaphragm at level x, Fpx, is as follows: Fpx = ∑𝐹𝑖𝑛 𝑖=𝑥 ∑𝑤𝑖𝑛 𝑖=𝑥 wpx, with 0.2SdsIewpx ≤ Fpx ≤ 0.4SdsIewpx Where Fi is the design force applied to level i, wi is the seismic weight tributary to level i, and wpx is the weight tributary to diaphragm at level x. The self-weight loads and superimposed dead loads are included in wi. The design diaphragm forces used for all stories and the maximum and minimum limits are shown in the following table. Table 7.4-1: Diaphragm Design Forces Residential The following table presents the amplification factor used to translate loads determined from the ETABS model using response spectrum load cases to an equivalent diaphragm force or collector force level. This amplification factor is used in the detail of collector elements at all levels as well as the derivation of shear and moment diaphragms at Level 2 and Level 1 as presented in subsequent sections. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 99 Table 7.4-2:Amplify factor for diaphragm design -Residential. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 100 The following figures show the diaphragm check and design for all level plan, for both the X - and Y- direction of earthquake forces. The lateral forces are increased by 25% at the slab/wall interfaces due to a diaphragm and torsion irregularity per ASCE 7-16 requirements. The following figure presents the general methodology for the design of the diaphragm for shear and flexure (chord design). • Diaphragm force is determined from ASCE 7 equations based on the depth and mass of the diaphragm in the direction of interest. • The load to each line of shear walls is determined from ETABS based on a semi -rigid diaphragm assumption. Values are determined as the difference in wall shears above and below the level of interest and the load is reported as a percentage of the story force. • Shear diagrams are generated based on the unit diaphragm force, and the ‘reactions’ (determined as the % distribution of wall shear multiplied by the total diaphragm force at the level of interest) • Moment diagrams are generated based on the integration of the shear diagram. The capacity of the diaphragm in shear and flexure are evaluated based on the shears and moments determined from this beam analogy methodology. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 101 Figure 7.4-1: Diaphragm Design Methodology 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 102 Diaphragm shear and moment diagrams are derived based on the wall shear forces determined from the linear elastic ETABS model. The shear in each shear wall pier is evaluated at each level of interest. The difference in wall shear above and below a given level of interest is evaluated. A positive number – equating to an increase in wall shear – is attributed to diaphragm force entering the wall system at a level of interest (positive “reaction” on a beam diagram), whereas a negative value is indicative of load leaving the wall pier and entering the diaphragm (negative “reaction” on a beam diagram). Wall shear values are normalized by percentage and then amplified to the minimum diaphragm design force level to produce a diaphragm shear and moment diagram which accounts for the stiffness, torsion, and load distribution from the ETABS model as well as the minimum diaphragm design force level per ASCE 7. The following figure presents the pier nomenclature used for diaphragm design. In the following figures the approach for determining equivalent beam “reactions” is presented where in the wall pier story shears are compared between levels above and below the level of interest. The summation of the “reactions” at the walls are then determined. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 103 The “reactions” are then normalized to a percent of the total force at each level, and the reactions are amplified to the minimum diaphragm design force as demonstrated in the tables above. The revised “reactions” at a diaphragm design force level are then used to derive the shear and moment diagrams for a given level of interest. The diaphragm design force “wpx” is determined as noted in 7.4.1 and multiplied by the depth of the diaphragm in the direction of interest to determine a uniform “beam” load in kips-per-linear foot. In order to better capture changes in the shear and moment diagrams related to changes in the depth of the diaphragm, support ‘reactions’ (shear walls), etc. the diaphragm is split into “zones” as shown below. The number and location of the zones varies based on the level and direction of interest. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 104 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 105 The diaphragms have been designed at all superstructure levels for the largest force determine d for each type of diaphragm. The seismic inertial forces are transferred to each wall from a tributary area of slab through the following mechanisms: a) Shear transfer along the wall-slab interface based on the shear strength of the bottom slab whisker bars. These bottom bars are not utilized at the wall faces since negative slab moments put the bottom bars in compression. b) Axial transfer of part of slab forces to the wall through direct bearing stresses. The internal integrity of slabs is also examined: a) Internal shear strength at critical sections is checked based on concrete’s shear capacity. b) Chord reinforcement is added at the perimeter of the slabs where required by analysis. In addition to a review of the diaphragm using a beam-analogy, the diaphragm is checked for ‘inertial loads’ – e.g. the ability of a slab section outside of the core to pull away from the diaphragm. This consideration is used as an enveloped design for co llector reinforcement. The following pages present the diaphragm analysis and design. The following figure presents the general methodology for the design of the diaphragm for shear and flexure (chord design). The capacity of the diaphragm in shear and flexure are evaluated based on the shears and moments determined from this beam analogy methodology. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 106 7.4.2. DIAPHRAGM SHEAR AND CHORD DESIGN 7.4.2.1. EQUIVALENT BEAM METHOD (ALL LEVELS EXCEPT GROUND AND LEVEL 2) Diaphragm Shear Design The following figures show the diaphragm demand based on the diaphragm design force at each level as well as the associated shear and moment demands. Nominal concrete shear capacity (ΦVc ) is represented on the shear diagram as a dashed black line. Shear demand curve is less than capacity curves at all levels, therefore diaphragm is sufficient without supplementary shear reinforcement. Diaphragm Chord Design A fraction of the post-tension pre-compression force is assumed to contribute to resistance of flexural demands in the diaphragm. The amount of pre-compression force is determined based on the difference in demand on the slab based on the maximum gravity loading used for design, and load combinations during a seismic event. A quarter of the depth of the slab is used to determine the total tension force resisting flexural loads. Any additional chord tension force is resisted by added mild reinforcing steel. The following figures show the diaphragm chord demand based on the maximum diaphragm force at each level as well as sample hand calculations showing chord design capacity with the contribution of pre-compression loads to resist flexural demands. Table 7.4.3-4 shows the available pre-compression percentage in different use for chord design. The diaphragm boundaries perpendicular to the lateral force act as the flanges of the equivalent beam (commonly referred to as chords) and resist the tension and compression force induced in the diaphragm due to bending. This force can be determined by dividing the maximum bending moment in the diaphragm by the distance between the force (the moment arm): 𝑇𝑢=𝐶𝑢=𝑀𝑢,𝑚𝑎𝑥 d In this equation, d is the perpendicular distance between the chord forces , which is commonly taken as 90 percent of the total diaphragm depth in the direction of analysis. Reinforcement must be provided in the chords to resist the tension force generated by this bending moment. Figure 7.4.2.1-1 illustrates a sample calculation for diaphragm shear and chord design. The following figures present the diaphragm shear and chord design for levels 3 through the Roof Level. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 107 Figure 7.4.2.1-2 Diaphragm Shear and Chord Design Sample Calculation (L3, X-Dir) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 108 Figure 7.4.2.1-3 Diaphragm Shear and Chord Design (X-Direction): Level 3 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 109 Figure 7.4.2.1-4 Diaphragm Shear and Chord Design (X-Direction): Level 4 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 110 Figure 7.4.2.1-5 Diaphragm Shear and Chord Design (X-Direction): Level 5 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 111 Figure 7.4.2.1-6 Diaphragm Shear and Chord Design (X-Direction): Level 6 and Level 6+ 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 112 Figure 7.4.2.1-7 Diaphragm Shear and Chord Design (X-Direction): Level 7 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 113 Figure 7.4.2.1-8 Diaphragm Shear and Chord Design (X-Direction): Level 8 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 114 Figure 7.4.2.1-9 Diaphragm Shear and Chord Design (X-Direction): Level 9 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 115 Figure 7.4.2.1-10 Diaphragm Shear and Chord Design (X-Direction): Level 10 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 116 Figure 7.4.2.1-11 Diaphragm Shear and Chord Design (X-Direction): Level 11 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 117 Figure 7.4.2.1-12 Diaphragm Shear and Chord Design (X-Direction): Level 12 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 118 Figure 7.4.2.1-13 Diaphragm Shear and Chord Design (X-Direction): Level 13 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 119 Figure 7.4.2.1-14 Diaphragm Shear and Chord Design (X-Direction): Level 14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 120 Figure 7.4.2.1-15 Diaphragm Shear and Chord Design (X-Direction): Level 15 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 121 Figure 7.4.2.1-16 Diaphragm Shear and Chord Design (X-Direction): Level Roof 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 122 Figure 7.4.2.1-17 Diaphragm Shear and Chord Design (Y-Direction): Level 3 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 123 Figure 7.4.2.1-18 Diaphragm Shear and Chord Design (Y-Direction): Level 4 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 124 Figure 7.4.2.1-19 Diaphragm Shear and Chord Design (Y-Direction): Level 5 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 125 Figure 7.4.2.1-20 Diaphragm Shear and Chord Design (Y-Direction): Level 6 and Level 6+ 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 126 Figure 7.4.2.1-21 Diaphragm Shear and Chord Design (Y-Direction): Level 7 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 127 Figure 7.4.2.1-22 Diaphragm Shear and Chord Design (Y-Direction): Level 8 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 128 Figure 7.4.2.1-23 Diaphragm Shear and Chord Design (Y-Direction): Level 9 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 129 Figure 7.4.2.1-24 Diaphragm Shear and Chord Design (Y-Direction): Level 10 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 130 Figure 7.4.2.1-25 Diaphragm Shear and Chord Design (Y-Direction): Level 11 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 131 Figure 7.4.2.1-26 Diaphragm Shear and Chord Design (Y-Direction): Level 12 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 132 Figure 7.4.2.1-27 Diaphragm Shear and Chord Design (Y-Direction): Level 13 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 133 Figure 7.4.2.1-28 Diaphragm Shear and Chord Design (Y-Direction): Level 14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 134 Figure 7.4.2.1-29 Diaphragm Shear and Chord Design (Y-Direction): Level 15 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 135 Figure 7.4.2.1-30 Diaphragm Shear and Chord Design (Y-Direction): Level Roof 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 136 7.4.2.2. SECTION CUT METHOD (GROUND LEVEL & LEVEL 2) At the Ground Level and Level 2 the analysis approach presented in 7.4.2.1 is no longer suitable for diaphragm analysis. This is due to the sum of the ‘reactions’ resulting in a very small number with similar load entering and leaving walls due to redistribution, torsion, etc, therefore amplifying the design forces as previously presented results in unrealistically high diaphragm forces. As a means of better capturing the diaphragm forces the analysis section cut method is adopted for these levels. In this methodology a series of sections cuts are applied at various locations along the diaphragm – such as at each side of a shear wall and at typical column lines – to provide an accurate representation of the diaphragm forces at these locations. The results obtained from the sections cuts are then amplified by a ratio of [Diaphragm Story Force / Response Spectrum Story Force] in table 7.4-2 to obtain the diaphragm design forces at the appropriate force level. At the Ground Level where there is no inertial load, the forces obtained by the section cuts are amplified by the overstrength factor, Omega, to capture the loads transferring through the diaphragm to the perimeter basement walls. In the following figures, the reported demands as “RS” include the amplification for diaphragm forces. Diaphragm Shear Design The following figures show the diaphragm demand based on the diaphragm design force at each level as well as the associated shear and moment demands. Nominal concrete shear capacity (ΦVc) is represented on the shear diagram as a dashed black line. Shear demand curve is less than capacity curves at all levels, therefore diaphragm is sufficient without supplementary shear reinforcement. Diaphragm Chord Design A fraction of the post-tension pre-compression force is assumed to contribute to resistance of flexural demands in the diaphragm. The amount of pre-compression force is determined based on the difference in demand on the slab based on the maximum gravity loading used for design, and load combinations during a seismic event. A quarter of the depth of the slab is used to determine the total tension force resisting flexural loads. Any additional chord tension force is resisted by added mild reinforcing steel. The following figures show the diaphragm chord demand based on the maximum diaphragm force at each level as well as sample hand calculations showing chord design capacity with the contribution of pre-compression loads to resist flexural demands. Table 7.4.3-4 shows the available pre-compression percentage in different use for chord design. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 137 Figure 7.4.2.2-1 Diaphragm Shear and Chord Design (Y-Direction): Level 2 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 138 Figure 7.4.2.2-2 Diaphragm Chord Design (Y-Direction): Level 2 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 139 Figure 7.4.2.2-3 Diaphragm Shear and Chord Design (X-Direction): Level 2 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 140 Figure 7.4.2.2-4 Diaphragm Chord Design (X-Direction): Level 2 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 141 Figure 7.4.2.2-5 Diaphragm Shear and Chord Design (Y-Direction): Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 142 Figure 7.4.2.2-6 Diaphragm Shear and Chord Design (Y-Direction): Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 143 Figure 7.4.2.2-7 Diaphragm Shear and Chord Design (X-Direction): Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 144 Figure 7.4.2.2-8 Diaphragm Shear and Chord Design (X-Direction): Level 1 When considering the horizontal reinforcement in the perimeter basement walls in combination with the available slab reinforcement, additional chord reinforcement is not required at the ground level. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 145 7.4.3. DIAPHRAGM COLLECTOR DESIGN Collector forces are resisted by a combination of shear friction at the interface of the lateral force resisting element and the diaphragm slab, compression at the wall to slab element interface, and through direct drag force to the wall itself, where required. The lateral forces are increased by 25% at the slab/wall interfaces due to the irregularities per ASCE 7 -16 requirements. Where shear friction bars at the slab/wall interfaces is not sufficient to resist the amplified diaphragm design load, collector bars will be required. Per ACI 318-14 Section 18.12.7.5, for collector with omega factor considered, no collector confinement will be required if compressive stress exceeding 0.5*f’c. In addition to collector force design using loads as determined from ETABS based on load distribution to walls, inertial loads acting opposite the direction of the cores are also considered and represented in Figure 7.4-12. The following figures show the diaphragm collector design with confinement check as well as a sample calculation for a typical level (L8, X-Direction). The collector force is determined based on a similar approach as described in section 7.4.2.1 wherein the total collector force is determined as the difference in wall shear above and below a level of interest multiplied by an amplification factor to achieve the collector force level per ASCE 7-16. Figure 7.4.3-1 Collector Design Methodology 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 146 The following sample calculation demonstrates the collector design based on the above methodology. Figure 7.4-2: Diaphragm Collector Level 8 (X-direction) – Beam Analogy Method 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 147 Figure 7.4-3: Diaphragm Collector Level 8 (X-direction) – Beam Analogy Method 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 148 The following tables present the collector design based on the above principle for all levels and conditions. Table 7.4.3-1: Collector Design (X direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 149 Table 7.4.3-2: Collector Design (Y direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 150 In addition to performing a check using a beam analogy, the collector demand is enveloped considering an ‘inertial load’ condition, where the area of the slab outside of the core is assumed to pull away from the diaphragm during a seismic event. In this condition, the post-tension strands provide resistance to the inertial loads, and collector reinforcement is supplemented, where required. Only the PT strands that anchor beyond the shear wall are considered effective in resisting the inertial loads. Figure 7.4-12: Collector Design Methodology – Inertial Loads 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 151 Table 7.4.3-3: Diaphragm Force at Each Level per ASCE 7 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 152 Table 7.4.3-4: PT Pre-Compression Stress Contribution for Collector Design 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 153 The following sample calculation provides the design of the collector reinforcement considering inertial loads as a failure mechanism. Figure 7.4.3-5 Collector Force Design Level 5 (X-direction) – Inertial Load 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 154 Table 7.4.3-5: Drag Demand Zone 1 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 155 Table 7.4.3-6: Drag Demand Zone 2 (Y-Direction) Table 7.4.3-7: Drag Demand Zone 3 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 156 Table 7.4.3-8: Drag Demand Zone 4 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 157 Table 7.4.3-9: Drag Demand Zone 5,6,7,8 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 158 Table 7.4.3-10: Drag Demand Zone 1, 4 (X-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 159 Table 7.4.3-11: Drag Demand Zone 5, 8 (X-Direction) The length of the collector bar is determined by evaluating the shear stress in the shear wall. The collector bar is then developed into the shear wall pier for a distance such that the localized shear stress in the wall pier is not exceeded. The following tables demonstrate how this calculation was performed. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 160 Table 7.4.3-12: Drag Development at Shear Wall Zone 1 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 161 Table 7.4.3-13: Drag Development at Shear Wall Zone 2 & 3 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 162 Table 7.4.3-14: Drag Development at Shear Wall Zone 4 & 5 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 163 Table 7.4.3-15: Drag Development at Shear Wall Zone 6, 7 & 8 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 164 Table 7.4.3-16: Drag Development at Shear Wall Zone 1 (X-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 165 Table 7.4.3-17: Drag Development at Shear Wall Zone 4 & 5 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 166 Table 7.4.3-18: Drag Development at Shear Wall Zone 8 (Y-Direction) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 167 7.5. COLUMN DESIGN 7.5.1. COLUMN DESIGN CRITERIA The tower and podium columns are designed to ensure adequate capacity to support the tower gravity forces. The forces are derived directly from the ETABS analysis model, and the column section capacities are then checked for governing load combinations using SPColumn, a reinforced concrete design program. The column longitudinal reinforcement is then designed so that each column has adequate strength to resist the applied loads per CBC 2016. The columns use 6,000psi concrete above level 10 and 8,000 psi concrete below. All reinforcing steel is 60ksi. The transverse column reinforcement is proportioned to allow the column to have increased ductility to meet the seismic deformation compatibility requirements of ACI 318-14 as shown below. Where: Ash = total cross-sectional area of rectangular hoop reinforcement s = vertical spacing of ties bc = width of confined section of column f’c = concrete strength fyt = yield strength of confinement steel Ag = gross area of column Ach = confined area of column 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 168 7.5.2. COLUMN DESIGN The following figures show the column labels and each individual column design calculation (SPColumn results). In the figures which follow, the structural columns are designed for factored axial gravity forces. Each point on the P-M diagrams below represents a load combination from ETABS which acts on this column section. Figure 7.5-1: Column Key Plan 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 169 Figure 7.5-2: Typical Column Tributary Area 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 170 Figure 7.5-3: Sample result from spColumn for C1 at Level 01 (RF-R15) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 171 Figure 7.5-4: Design of Column C1 Figure 7.5-5: Design of Column C1A Figure 7.5-6: Design of Column C2 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 172 Figure 7.5-7: Design of Column C2A Figure 7.5-8: Design of Column C2B Figure 7.5-9: Design of Column C2C 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 173 Figure 7.5-10: Design of Column C3 Figure 7.5-11: Design of Column C4 Figure 7.5-12: Design of Column C5 Figure 7.5-13: Design of Column C5A 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 174 Figure 7.5-14: Design of Column C5B Figure 7.5-15: Design of Column C5C Figure 7.5-16: Design of Column C6 Figure 7.5-17: Design of Column C6A 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 175 Figure 7.5-18: Design of Column C6B Figure 7.5-19: Design of Column C7 Figure 7.5-20: Design of Column C8 Figure 7.5-21: Design of Column C9 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 176 7.5.3. SLENDER COLUMN DESIGN CRITERIA The sample calculations for C1 of slender columns at level 2 are shown next. For the first case, study on a 24”x24” sized column shows that the column is slender at level 2. Figure 7.5-22: Building section at grid R12 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 177 Figure 7.5-23: Column Design for Slenderness 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 178 7.5.4. COLUMN CONFINEMENT The sample calculations for column confinement for C1 at L01 are shown next. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 179 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 180 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 181 Figure 7.5-24: Column Confinement Verification-1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 182 Figure 7.5-25: Column Confinement Verification-2 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 183 Figure 7.5-26: Column Confinement Verification-3 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 184 Figure 7.5-27: Column Confinement Verification-4 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 185 Figure 7.5-28: Column Confinement Verification-5 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 186 Figure 7.5-29: Column Confinement Verification-6 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 187 Figure 7.5-30: Column Confinement Verification-7 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 188 Figure 7.5-31: Column Confinement Verification-8 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 189 Figure 7.5-32: Column Confinement Verification-9 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 190 Figure 7.5-33: Column Confinement Verification-10 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 191 Figure 7.5-34: Column Confinement Verification-11 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 192 Figure 7.5-35: Column Confinement Verification-12 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 193 Figure 7.5-36: Column Confinement Verification-13 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 194 Figure 7.5-37: Column Confinement Verification-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 195 Figure 7.5-38: Column Confinement Verification-15 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 196 7.6. POST-TENSIONED CONCRETE SLAB DESIGN 7.6.1. POST-TENSIONED CONCRETE DESIGN CRITERIA The design of post-tensioned (PT) slabs follows ACI 318-14 and IBC specifications as indicated in the following sections. Materials Concrete • Normal weight concrete = 145 pcf • f’c = 5,750 psi • f’ci = 3,000 psi at 3 days (the concrete strength at the time of force transfer) • Ec = 57,000√f’c Post-Tensioned Tendons • ½” diameter, seven-wire low-relaxation post-tensioning strands • ASTM A416, Grade 270 • Aps = 0.153 in2 • fpy = 243 ksi (yield strength) • fpu = 270 ksi (ultimate tensile strength) • Max jacking stress ≤ 0.94 fpy and ≤ 0.80 fpu • Max tendon stress at anchor after jacking ≤ 0.70 fpu • Final effective strand force after losses is 26.8 kips • Minimum average prestressing in the concrete slab = 125 psi • Maximum average prestressing in the concrete slab = 300 psi • A minimum of two tendons passes through each column and are placed under orthogonal tendons. Mild Steel Reinforcing • fy = 60 ksi Concrete Cover • Minimum bottom concrete cover is selected to provide a two-hour fire-rating to the post-tensioned slabs. According to Table 720.1 of the International Building Code (IBC), minimum clear cover of ¾” is provided for the bottom of PT slabs. • Minimum top cover is 3/4”. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 197 Design States The post-tensioned slab design is based on the consideration of following load states: Initial Transfer This design state refers to the time of force transfer from the post-tensioning tendons to the concrete slab. The applied forces account only for the immediate tendon force losses (before long-term losses), and the structure’s self-weight (SW) using a load combination of 1.0SW + 1.13PT (the increase in PT force accounts for the additional jacking forces in the tendon before long-term losses). Per ACI, the concrete strength at the moment of transfer, f’ci, is used in the calculations and the extreme fiber stress in compression is limited to 0.60f’ci. Wherever tensile stress exceeds 3√f’ci, additional bonded reinforcing is required to resist the total tensile force. Service This design state considers the post-tensioning force after all tendon force losses (immediate and long term) as well as the SW, superimposed dead load (SDL), and live loads (LL) using a load combination of 1.0(SW + SDL + LL + PT). Per ACI 18.3.3, two-way slabs are designed as uncracked (Class U) thus the maximum allowable tensile stress is 6√f ’c. Bonded reinforcing is required if tension in the precompressed tension zone exceeds 2√f ’c. Extreme fiber stress in compression is allowed to reach 0.60f’c (or 0.45f’c under consideration of sustained loads). Strength This design state considers the post-tensioning force after all tendon force losses (immediate and long-term) under factored load combinations. Ultimate strength design is performed following ACI section 18.7 and satisfies the envelope of the load combinations 1.4(SW + SDL) + PT and 1.2(SW + SDL) + 1.6LL + PT and when considering both prestressed and bonded reinforcement. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 198 Minimum Bonded Reinforcement Negative moment bonded reinforcement is required at supports per ACI 318. In negative moment areas, a minimum area of reinforcement of As = 0.00075Acf (Acf is the larger cross sectional area of the slab strips in two orthogonal directions intersecting at a column) is placed in each orthogonal direction. These bars extend at least 1/6 the length of the span on each side of the support and will be evenly dist ributed within a region extending 1.5 times the depth of the slab from each face of the column support. A minimum of four bars at a spacing of less than 12” OC will be placed in each orthogonal direction. Positive moment (typically mid-span) bonded reinforcement is required if tensile stresses exceed 2√f ’c but are less than 6√f’c. If these conditions are met, bonded reinforcing is added equal to As = Nc/0.5*fy, where Nc is the resultant tensile force acting on this portion of concrete. These bars are at least 1/3 the length of the span in which they are placed and are uniformly distributed over the tension area. Deflections Slab deflections meet code limits of Δtotal = l/240 and ΔLL = l/360 per ACI 318 Table 9.5(b) as well as maximum total downward deflections of 0.75” at edges and maximum upward deflections of 0.4” for all cases (initial transfer, service, and long-term deflections). If camber is used, it is limited to an approximately 75% of the service dead load deflection. The long-term slab deflections are calculated as follows: Long-Term Deflections Total long-term deflection is the sum of the immediate deflections due to SW + SDL + 1/3LL + PT, and long-term deflections due to sustained SW + SDL + 1/3LL + PT. The latter are calculated from the dead load deflections multiplied by λΔ factor, a function of the load duration factor ξ and compression reinforcement ratio, as per ACI 318-08, 9.5.2.5. The 1/3 factor on the live loading is an estimation of the actual sustained live loading on the slab. The PT term denotes the post- tensioning loads at service state (considering immediate and long-term losses). At all levels, compression reinforcement is conservatively not taken into consideration for estimating deflections. The sustained loads are considered to be applied immediately (ξ=2). Total long term deflections are calculated based on the following load combination: Total Long Term = Immediate + Sustained = [SW + SDL + 1/3LL + PT] + λΔ [SW + SDL + 1/3LL + PT] = [SW + SDL + 1/3LL + PT] + 2 [SW + SDL + 1/3LL + PT] = 3PT + 3SW + 3SDL + LL 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 199 Modeling Assumptions A three-dimensional finite element model for each level’s slab is built in RAM Concept. Columns and walls are modeled below and above the slab. The restraints (columns and walls) are rotationally restrained at connection points to the slab while they are fixed in one far end and pinned in the other, in order to successfully simulate the actual boundary conditions of the structure. Pre-stressed tendon dead ends are placed at slab mid depth outside core walls, and at the end of slab spans and cantilevers. Tension stresses in negative moments regions are transferred to the supports using bonded reinforcement. Moment redistribution is not considered in RAM Concept. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 200 7.6.2. POST-TENSIONED CONCRETE SLAB DESIGN The detailed design of one level of the post-tensioned concrete slabs is shown in this section for a typical tower floor level. A similar methodology is followed for all other post-tensioned slabs. The following calculations are intended to show that the slab design as shown on the structural drawings is adequate to resist all applied loads and meet all code criteria. The design is based on the loading as indicated in the structural load maps, the governing building codes including all local requirements, the material properties as indicated in the structural general notes, and all information included in the drawings and specifications. Please see the following calculations for additional design information not included in the drawings or specifications. Representative Post-Tensioned Concrete Slab Design, Residential Building Levels 08-14 The in-depth analytical post-tensioning design process is documented in this section for the Residential Building Levels 08-14 slab and is representative of the design process used to design all post -tensioned concrete slabs in the project. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 201 The loading plan and design load schedule for Residential Building Levels 08-14 are shown in the following figures. Figure 7.6-1: Loading diagram, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 202 Figure 7.6-2: Loading schedule, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 203 The structural framing plan of Levels 10-15 is shown in the following figure, showing slab thickness. Figure 7.6-3: Framing plan, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 204 The RAM Concept design criteria, load combinations, and modeling assumptions are presented in the following figures. Figure 7.6-4: RAM Concept Units, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 205 Figure 7.6-5: RAM Concept Structural Materials, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 206 Figure 7.6-6: RAM Concept Structural Materials, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 207 Figure 7.6-7: RAM Concept Load Combinations, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 208 Figure 7.6-8: RAM Concept Load Combinations, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 209 The following figures show the load application on the Level 08-14 slabs in RAM Concept. Figure 7.6-9: Superimposed Dead Loads Applied, Residential Building Levels 08-14 Figure 7.6-10: Unreducible Live Loads Applied, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 210 The design checks are performed using design strips. Design strips span between two slab supports and contain a set of design sections normal to the longitudinal axis of the strip. Stress and design checks are applied by the program to each design section. The latitude (distributed tendons) and longitude (banded tendons) design strip plans for Levels 6-9 are presented next. Figure 7.6-11: Latitude Design Strips, Residential Building Levels 08-14 Figure 7.6-12: Longitude Design Strips, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 211 The distributed and banded tendon layouts are shown in RAM Concept. Figure 7.6-13: Latitude Post-Tensioning Tendons (distributed), Residential Building Levels 08-14 Figure 7.6-14: Longitude Post-Tensioning Tendons (banded), Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 212 The following figures contain RAM Concept analysis output for the Level 08-14 slabs. Figure 7.6-15: Bonded Top Reinforcement Required, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 213 As can be seen in the following figure, no bottom reinforcement is necessary in the slab; however, bottom reinforcing is added to meet code-required integrity requirements. These bars are shown on the reinforcing plan. Figure 7.6-16: Bonded Bottom Reinforcement Required, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 214 Figure 7.6-17: Top X-Direction Stresses (SW+SDL+LL+PT), Residential Building Levels 08-14 Figure 7.6-18: Top Y-Direction Stresses (SW+SDL+LL+PT), Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 215 Figure 7.6-19: Bottom X-Direction Stresses (SW+SDL+LL+PT), Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 216 Figure 7.6-20: Bottom Y-Direction Stresses (SW+SDL+LL+PT), Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 217 Figure 7.6-21: Design Status Plan, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 218 Figure 7.6-22: Max MX Plan (1.2SW + 1.2SDL + 1.6LL), Residential Building Levels 08-14 Figure 7.6-23: Min MX Plan (1.2SW + 1.2SDL + 1.6LL), Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 219 Figure 7.6-24: Max MY Plan (1.2SW + 1.2SDL + 1.6LL), Residential Building Levels 08-14 Figure 7.6-25: Min MY Plan (1.2SW + 1.2SDL + 1.6LL), Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 220 Figure 7.6-26: Reactions Plan (1.2SW + 1.2SDL + 1.6LL), Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 221 The total long-term deflections shown in the figure below are below the 0.75” limit at edges as specified in the design criteria. Figure 7.6-27: Total Long-Term Deflections (3SW + 3SDL + 3PT + LL), Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 222 7.6.3. POST-TENSIONED CONCRETE SLAB PUNCHING SHEAR DESIGN Punching Shear Design Criteria Slab punching shear is checked using ACI 318-14 provisions. Each unique tower level is modeled in RAM Concept with the columns and walls above and below the slab are modeled in order to accurately capture the stiffness of the slab supports. The punching shear design is based on the controlling load combinations of 1.4(SW + SDL), and 1.2(SW + SDL) + 1.6LL. At each slab/column intersection, the shear force and unbalanced moments in the slab are determined by RAM Concept, which checks the adequacy of the connection for punching shear. For specific cases, the forces, moments, and geometry of the connection are input into Decons, a punching shear analysis program, for additional verification and to calculate the shear stresses at the inner and outer critical sections of the slab. Where necessary, Decons also designs the stud rails following ACI provisions. In the presence of stud rails, a maximum nominal shear stress capacity of vn = 8√f’c can be achieved, where vc = 3√f’c and vs =NAvfyd/s, with N being the number of stud rails and Av the area of one shear stud. Also, per ACI 318-14 Section 22.6.8.3, vs is required to be greater than 2√f’c. The studrails used conform to ASTM 1044 and have a yield stress of fy=50 ksi. The provisions of ACI 318-14 pertaining to the punching shear strength of post-tensioned slabs are accommodated in the design as well. In all cases, ΦVn ≥ Vu, where Φ = 0.75 for shear, Vn is the nominal shear resistance due to concrete and shear reinforcement per ACI 318-14, and Vu is the ultimate shear stress. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 223 Representative Stud rail Design of Post-Tensioned Concrete Slab, Residential Levels 08-14 The following section describes the detailed process of stud rail design for Residential Building Levels 08- 14. The other levels are designed following the same analysis procedure. In the post-tensioning slab model, RAM Concept performs punching shear stress check and stud rail design. The design results of RAM are also checked and confirmed with Decons. For this purpose, the forces induced to the slab from the columns above and below are exported from RAM and input into Decons, along with the geometric characteristics of each column-slab connection. For Levels 08-14, the column ID and punching shear design results in RAM are presented in the figures below. Figure 7.6-28: Columns ID for Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 224 Figure 7.6-29: Punching Shear Design Results of RAM Concept for Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 225 A detailed punching shear check and design for Column at GL RG-R14 is next presented. An enlarged detail of RAM’s punching shear design for this 18”x30” column is seen in the figure below. Figure 7.6-30: Studrail design in RAM 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 226 The punching shear reinforcing of RAM for Column at GL RG-R14 consists of 14 studrails with 5 studs each, spaced at 4”. The distance from the face of the column is specified as 3.25”. The studs used have a 5/8” diameter. Design result with Decons will be shown next. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 227 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 228 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 229 As seen in the above figure under “Studrail Summary”, Decon places 12 studs along each rail to also satisfy the shear check in the outer critical section of the column. Based on Column at GL RG-R14 and other similar ones based on geometry and loading characteristics, a stud rail type is created and used through all plans as described below. Figure 7.6-31: Studrail SR-3 Properties for Column at GL RG-R14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 230 Punching Shear Reinforcing The punching shear check and studrail design is then performed for all levels following the previously described procedure. The characteristics of the different types of the shear studs used in the project are shown in the Shear Stud Reinforcing Schedule below. Figure 7.6-32: Typical details for punching shear reinforcement of slab 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 231 The following figures present the column ID’s and positions on plan for each level, and the tables summarize the design forces according to the load combinations and present the studrail type used per column. Figure 7.6-33: Column Identification Numbers in Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 232 The following figure presents the framing plan for Residential Building Levels 08-14, containing information for studrail reinforcement. The post-tensioning and mild reinforcement for these levels are shown next. Figure 7.6-34: Framing Plan, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 233 Figure 7.6-35: Post-Tensioning Reinforcing Plan, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 234 Figure 7.6-36: Mild Reinforcing Plan, Residential Building Levels 08-14 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 235 7.6.4. DESIGN OF POOL LOADS AT LEVEL 06+ The pool area (Area number 14) is placed at Level 6+ in Residential building. The loading of level 6 and level 6+ are showing in the elevation of level 6 in Loading plan. Their loading is applied into Ram model for slab and beam design. It is also applied into Etabs model to account the seismic mass Figure 7.6-37: Loading plan at Level 6+ – Residential Building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 236 Figure 7.6-38: SDL for Pool area in Ram model . Figure 7.6-39: LL_red for Pool area in Ram model 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 237 Figure 7.6-40: Load assignment for Pool area in Etabs model 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 238 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 239 7.7. MILD CONCRETE SLAB DESIGN 7.7.1. MILD CONCRETE SLAB DESIGN CRITERIA The mild concrete slabs are designed RAM Concept (finite element analysis programs). The design of reinforced concrete slabs follows ACI 318-14 specifications as indicated in the following sections. Materials Concrete • Normal weight concrete = 145 pcf • f’c = 5,750 psi • Ec = 57,000√f’c Mild Reinforcing • fy = 60 ksi Concrete Cover • Minimum top and bottom concrete cover is ¾”, except at the ground level slab, where the bottom cover is 3”. For all levels, the design is performed according to the envelope of the load combinations 1.4DL, and 1.2DL + 1.6LL, where the super-imposed dead load and live load are based on the structural load maps for this level. The calculation and check of deflection limits are performed according to the corresponding paragraph of the post-tensioned calculations section. The punching shear design is conducted following the methodology described in the post-tensioned calculations section. The flexural and punching shear design as well as the slab camber are also as described in the post-tensioned calculations section. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 240 7.7.2. MILD CONCRETE SLAB DESIGN The following section presents the reinforced concrete slab analysis results from RAM Concept for Level 1. The other floor levels are designed using a similar procedure. With the loading applied from the load maps, the slabs are designed to meet all strength and serviceability design criteria as presented in the design criteria (Volume 1 of the calculations). 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 241 The loading plan and design load schedule for Level 1 are shown in the following figures. Figure 7.7-1: Loading Diagram, Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 242 Figure 7.7-2: Design Load Schedule 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 243 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 244 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 245 Figure 7.7-3: RAM Design Load Combinations, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 246 Figure 7.7-4: RAM Standard Plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 247 Figure 7.7-5: Ram SDL Plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 248 Figure 7.7-6: Ram Reducible Live load Plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 249 Figure 7.7-7: Ram Unreducible Live load Plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 250 Figure 7.7-8: Ram Design strip Plan (Latitude design strip), Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 251 Figure 7.7-9: Ram Design strip Plan (Longitude design strip), Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 252 Figure 7.7-10: RAM Top reinforcement plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 253 Figure 7.7-11: RAM Bottom reinforcement plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 254 Figure 7.7-12: RAM SSR plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 255 Figure 7.7-13: RAM design status plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 256 Figure 7.7-14: RAM punching shear status plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 257 Figure 7.7-15: RAM Max. deflection plan, Mild Slab design at Level 1 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 258 Based on the analysis of the concrete slabs, the reinforced concrete slab reinforcing is presented in the following figures. Figure 7.7-16: Top Reinforcement Plan, Mild Slab design at Level 1 – Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 259 Figure 7.7-17: Bottom Reinforcement Plan, Mild Slab design at Level 1 – Residential building 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 260 7.7.3. VERIFY SYCAMORE STREET SLAB FOR 250 PSF LL AND AASHTO TRUCK LOAD The sycamore street has been designed with Roadway load set with SDL = 280psf and LL_unred = 250psf Figure 7.7-18: Live load (unreduce) at Level 1 Besides that, the sycamore street also apply some of the most dangerous cases for ASSHTO truck load (including point load from truck and 20psf uniform LL_unred) as below: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 261 -Case 1: The front of trailer is stay at the middle of bay in the middle Strip -Case 2: The front of trailer is stay at the middle of bay in the Column Strip 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 262 -Case 3: The axle spanning over columns at Middle Strip -Case 4: The axle spanning over column at Column Strip 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 263 -Case 5: The axle spanning over column at Middle Strip -Case 6: The axle spanning over column at Column Strip 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 264 7.8. MISCELLANEOUS CALCULATIONS 7.8.1. CORE INTERIOR CONCRETE FRAMING DESIGN Core interior framing is modeled in Ram concept and using S-concrete to design.. Calculation results are shown as below: Figure 7.8-1: Beam CB01 internal forces 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 265 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 266 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 267 Figure 7.8-2: S-Concrete report: Beam CB01 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 268 7.8.2. CATENARY CABLE DESIGN Loads of catenary cable spans between hotel and residential building at level 3 are checked as shown below. Figure 7.8-3 Location of Catenary Cable at Level 3 Residential 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 269 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 270 7.8.3. CMU WALL DESIGN Design checks for CMU walls are listed in the following pages. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 271 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 272 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 273 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 274 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 275 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 276 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 277 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 278 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 279 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 280 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 281 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 282 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 283 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 284 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 285 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 286 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 287 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 288 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 289 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 290 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 291 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 292 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 293 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 294 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 295 7.8.4. RESIDENTIAL COMPONENTS AND CLADDING WIND PRESSURE 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 296 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 297 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 298 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 299 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 300 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 301 7.8.5. LEVEL 15 AMENITY TERRACE CANOPY FRAMING DESIGN Figure 7.8-4 Canopy Isometric View 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 302 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 303 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 304 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 305 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 306 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 307 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 308 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 309 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 310 7.8.6. MISCELLANEOUS CONCRETE DETAIL CALCULATION 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 311 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 312 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 313 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 314 7.8.7. ELEVATOR FRAMING DETAILS The following section provides calculations for the elevator guiderail support columns and machine beam support at roof level and Level 01 per the information on the Elevator Loading sheets. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 315 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 316 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 317 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 318 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 319 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 320 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 321 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 322 7.8.8. GUARDRAIL EMBED DETAILS The following section provides calculations for the embeds and anchorage of the guardrails in the Residential Building. Three cases were considered: 8’ max railing height, 5’ max railing height, and 4’-6” max railing height (mounted vertically on a wall). 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 323 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 324 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 325 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 326 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 327 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 328 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 329 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 330 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 331 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 332 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 333 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 334 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 335 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 336 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 337 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 338 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 339 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 340 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 341 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 342 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 343 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 344 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 345 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 346 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 347 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 348 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 349 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 350 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 351 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 352 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 353 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 354 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 355 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 356 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 357 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 358 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 359 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 360 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 361 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 362 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 363 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 364 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 365 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 366 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 367 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 368 7.8.9. VEHICLE BARRIER AT PARKING GARAGE 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 369 7.8.10. POOL WALL DESIGN 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 370 7.8.11. CANTILEVERED SLAB CONSTRUCTION AT LEVEL 06 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 371 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 372 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 373 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 374 7.8.12. FOUNDATION PIT DESIGN 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 375 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 376 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 377 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 378 7.8.13. ENTRY CANOPY DESIGN Design of the entry canopy of the Residential building was performed in RISA 3D. The below figures demonstrate the modeling, loading, and demand-capacity ratios for the members. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 379 Dead and super-imposed dead load applied to the model: Roof live load applied to the model (12psf): 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 380 Downward wind pressure, conservatively set to 20psf: Wind uplift pressure: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 381 Lateral seismic load, Fp in each direction: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 382 Example load distribution to frames from area loading: Bending DCR: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 383 The following provides detailed design checks for the column, beam, and outrigger with the highest demand-capacity-ratio: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 384 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 385 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 386 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 387 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 388 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 389 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 390 The following load combinations where enveloped to check the design of the canopy elements. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 391 7.8.14. COILING DOOR CALCULATIONS 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 392 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 393 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 394 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 395 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 396 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 397 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 398 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 399 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 400 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 401 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 402 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 403 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 404 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 405 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 406 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 407 7.8.15. GARAGE FAÇADE SCREEN FRAMING The steel framing supporting the perforated façade screening is performed in the analysis program RISA 3-D. As the screen tensions elements on all sides, many of the lateral loads will be equal-and-opposite. As a means of conservatism, various skip loading patterns are considered such that the most critical loading condition is considered. Design demands are as provided by the façade manufacturer as outlined below: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 408 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 409 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 410 The analysis model considers the frames suspended from the upper -most level, with lateral restraint provided at each slab elevation. The full frame on the south building elevation is considered as shown below, as the various condition present in this façade panel capture the maximum conditions at all other elevations: Wind pressure perpendicular to the building is assumed to act across the entire façade surface in both the inward (positive), and outward (negative) direction as shown below: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 411 Various skip loading patterns resulting from the lateral tension on the members are combined with the perpendicular loading cases. The following demonstrate various skip loading conditions assumed: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 412 Skip loading conditions are also considered for the dead load cases, as per the manufacturer, the panels will be in tension and thus lateral load will be present under dead load conditions. The skip loading from 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 413 wind are combined with the skip loading from dead load and the perpendicular wind loading to determine the design loads for the façade support system. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 414 The following image provides a sample moment diagram for a load case combining dead and wind loading demonstrating force transfer: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 415 An envelope of bending demand-capacity ratios is presented below followed by detailed calculations for the highest DCR column and beam. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 416 Highest DCR beam: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 417 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 418 Highest DCR Column: 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 419 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 420 An additional load case is provided which imposes the lateral displacements on the frame at each level. The magnitude of the lateral displacements are based on the building drift multiplied by the deflection amplification factor, Cd. The following figure shows the deflected shape for the load case as well as the demand-capacity ratio of the members. The seismic loading condition does not govern the design of the elements. 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 421 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 422 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 423 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 424 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 425 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 426 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 427 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 428 7.9. APPENDIX 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 429 7.9.1. RAM RESULTS FOR SLAB DESIGN 3rd B_PT slab design_LEVEL 2_V1.3.cpt 2024-06-11 RAM Concept © 2023 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 23.0.1 Appendix 7.9.1-1 Units ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................3 Signs ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................4 Materials ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5 Loadings ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................7 Load Combinations ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8 Design Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................12 Detailing Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................13 Load History ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................14 Tendon Parameters Groups ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................15 Deflection Checks ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................16 Mesh Input: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................17 SDL: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................18 LL Red: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................19 LL Unred: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................20 Total Long-term Deflection: Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................21 Design Strip: Latitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................22 Design Strip: Longitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................23 Design Strip: Punching Checks Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................24 Generated Latitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................25 Manual Longitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................26 User Minimum Design: Precompression Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................27 Initial Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................28 Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................29 Service Design: Top Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................30 Service Design: Bottom Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................31 Strength Design: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................32 Strength Design: Min Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................33 Strength Design: Max Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................34 Strength Design: Min Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................35 Design Status: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................36 Design Status: Top Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................37 Design Status: Bottom Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................38 Design Status: Punching Shear Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................39 Design Status: Punching Shear Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................40 Design Status: SSR Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................41 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Table of Contents Table of Contents - 2 Appendix 7.9.1-2 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/°Line Moment Spring: k/°Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³Reinforcing Area: in²Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft²Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: °F 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Units Units - 3 Appendix 7.9.1-3 Positive Loads Positive Analysis Positive Reactions 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Signs Signs - 4 Appendix 7.9.1-4 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Thermal Exp Coeff Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 5750 psi 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 3122000 4322000 8000 psi 150 150 3000 8000 3725 9754 0.2 5.556e-6 Code 2500000 3000000 Stiff 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 31220000 43220000 PT Systems System Name Strand Duct Anchor fse (ksi) Long-Term Losses (ksi) Min Radius (feet) ½" Unbonded ½" Unbonded ½" Unbonded ½" Unbonded 175 22 6 ½" Bonded ½" Bonded ½" Bonded ½" Bonded 160 22 6 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 175 22 8 0.6" Bonded 0.6" Bonded 0.6" Bonded 0.6" Bonded 160 22 8 HARPED HARPED HARPED HARPED 175 22 0 Strand Materials Strand Name Aps (in²) Eps (ksi) fpy (ksi) fpu (ksi) ½" Unbonded 0.153 28000 243 270 ½" Bonded 0.153 28000 243 270 0.6" Unbonded 0.217 28000 243 270 0.6" Bonded 0.217 28000 243 270 HARPED 0.153 28000 243 270 Duct Systems Duct Name Type Shape Material Duct Height (inches) Duct Width (inches) Max Strands Per Duct Wobble Friction (1/feet) Angular Friction (1/radians) ½" Unbonded unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 ½" Bonded bonded Flat Corrugated Plastic 1 3 4 0.001 0.2 0.6" Unbonded unbonded Round Tightly Sheathed 0.6 0.6 1 0.0014 0.07 0.6" Bonded bonded Flat Corrugated Plastic 1 4 4 0.001 0.2 HARPED unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 Anchor Systems 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Materials Materials - 5 Appendix 7.9.1-5 Anchor Systems Anchor Name Type Jacking Stress (ksi) Anchor Friction Seating Distance (inches) ½" Unbonded Monostrand 216 0 0.25 ½" Bonded Flat Multi-Plane 216 0.02 0.25 0.6" Unbonded Monostrand 216 0 0.25 0.6" Bonded Flat Multi-Plane 216 0.02 0.25 HARPED Monostrand 216 0 0.25 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi)Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Materials (2) Materials - 6 Appendix 7.9.1-6 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 SDL Dead Normal 1 1 LL Red Live (Reducible)Normal 1 0 LL Unred Live (Unreducible)Normal 1 0 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Loadings Loadings - 7 Appendix 7.9.1-7 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 SDL 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 1 0 LL Unred 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + S 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Load Combinations Load Combinations - 8 Appendix 7.9.1-8 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.5 0.5 LL Unred 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 SDL 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Load Combinations (2) Load Combinations - 9 Appendix 7.9.1-9 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Total Long-term Deflection 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Load Combinations (3) Load Combinations - 10 Appendix 7.9.1-10 Total Long-term Deflection Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 3 3 Balance Loading 3 3 SDL 3 3 LL Red 1 1 LL Unred 1 1 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Load Combinations (4) Load Combinations - 11 Appendix 7.9.1-11 Code Minimum Design 318-14 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-14 Initial Service Design Service Design 318-14 Service Design Include detailed section analysis Sustained Service Design 318-14 Sustained Service Design Strength Design 318-14 Strength Design Punching Shear Design Ductility Design 318-14 Ductility Design 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Rules Design Rules - 12 Appendix 7.9.1-12 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Detailing Rules Detailing Rules - 13 Appendix 7.9.1-13 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Load History Load History - 14 Appendix 7.9.1-14 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet)Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches)Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Tendon Parameters Groups Tendon Parameters Groups - 15 Appendix 7.9.1-15 Deflection Checks Deflection Check Name Layer Diff. Layer Downward Limit (inches) Downward Limit (L/Δ) Upward Limit (inches) Upward Limit (L/Δ) Deflection Measure Appendix 7.9.1-16 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJ CONC SLAB 12" LEVEL 1 PT SLAB (RAMP) 8" LEVEL 1-2 PT SLAB (RAMP) 8" LEVEL 2-3 (REFER MODEL LEVEL 2) PT SLAB 8" LEVEL 2 7.5 t=12 TOC=0 Priority=3 t=8 TOC=0 Priority=4 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=4 t=8 TOC=0 Priority=3 10 x 20 Priority=6 10 x 20 Priority=6 10 x 20 Priority=6 28 x 36 Priority=6 10 x 20 Priority=6 24 x 24 Priority=6 24 x 24 Priority=6 10 x 20 Priority=6 20 x 36 Priority=6 10 x 20 Priority=6 Mesh Input: Beams; Beam Dimensions; Beam Priorities; Slab Areas; Slab Area Thicknesses; Slab Area Elevations; Slab Area Priorities; Slab Openings; Slab Opening Hatching; Walls Above; Walls Below; Columns Above; Columns Below; User Notes; User Lines; User Dimensions; Drawing Import: S-GRID-IDEN; S-GRID; Longitude Tendon Parameters: Banded Tendons; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Mesh Input: Standard Plan Mesh Input: Standard Plan - 17 Appendix 7.9.1-17 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=32 Fz=32 Fz=32 Fz=32 Fz=280 Fz=280 Fz=280 Fz=280 Fz=62.5 Fz=62.5 Fz=62.5 Fz=62.5 Fz=62.5 Fz=62.5 Fz=62.5 Fz=17.5 Fz=17.5 Fz=17.5 Fz=17.5 Fz=17.5 Fz=17.5Fz=17.5 Fz=17.5Fz=17.5 Fz=17.5 Fz=17.5Fz=17.5 Fz=17.5Fz=17.5 Fz=42.5 Fz=42.5 Fz=42.5 Fz=42.5 Fz=32 Fz=32 Fz=32 Fz=32 Fz=12 Fz=12 Fz=12 Fz=12 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=12 Fz=12 Fz=12 Fz=12 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 SDL: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 SDL: All Loads Plan SDL: All Loads Plan - 18 Appendix 7.9.1-18 LL Red: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 LL Red: All Loads Plan LL Red: All Loads Plan - 19 Appendix 7.9.1-19 Fz=50 Fz=50 Fz=50 Fz=50 Fz=250 Fz=250 Fz=250 Fz=250 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125Fz=125 Fz=125Fz=125 Fz=125 Fz=125Fz=125 Fz=125Fz=125 Fz=100 Fz=100 Fz=100 Fz=100 Fz=50 Fz=50 Fz=50 Fz=50 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=100 Fz=100 Fz=100 Fz=100 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 LL Unred: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 LL Unred: All Loads Plan LL Unred: All Loads Plan - 20 Appendix 7.9.1-20 0.24 0.32 0.16 0.48 0.08 0.4 0.24 0 0.08 0.32 0.240.24 0.08 0.08 0.24 0.32 0.40.40.4 0.08 0.08 0.16 0.24 0.32 0.24 0.56 0.24 0.4 0.24 0.24 0.24 0.4 0.40.4 0.64 0.4 0.56 0.48 0.24 0.48 0.24 0.4 0.4 0.24 0.32 0.16 0.24 0.08 0.4 0.08 0.24 0.32 0 0.16 0.32 0.08 0.08 0.16 0.16 0.08 0.24 0.32 0.16 0.32 0.32 0.16 0.24 0.32 0.08 0.16 0.32 0.32 0.24 0.24 0.24 0.08 0.16 0.16 0.08 0 0 0 0 0.16 0.08 0.16 0 0.32 0.08 0.320.32 0 0 0.16 0.4 0.48 0.32 0.56 0.56 0.4 0 0.16 0.32 0.56 0.640.64 0 0.48 0.08 0.32 0.4 0.16 0.32 0.4 0.64 0.64 0.08 0.4 0.4 0.08 0.16 0.32 0.48 0.16 0.32 0.48 0.32 0.16 0.32 0.24 0.4 0.16 0.24 0.4 0.32 0.16 0.24 0.08 0.08 0.24 0.08 0.16 0.24 0.08 0 0 0 0.08 0.4 0.24 0.4 0.32 0 0.4 0.56 0.08 0.160.16 0.56 0.08 0.4 0.08 0.16 0 0.24 0.24 0.48 0.16 0.24 0.32 0.16 0.24 0.08 0.4 0.08 0.4 0.08 0.32 0 0.08 0.4 0.16 0.24 0 0.08 0.08 0 0 0 0 0 0.16 0 0 0.32 0 0.4 0.24 0 0.32 0.16 0.08 0.32 0 0 0 0 0.08 0 0 0.08 0.24 0.24 0.16 0.08 0.16 0.08 0.08 0.16 0 0.08 0 0 0 0.32 0 0.24 0.24 0 0 0.16 0 0.16 0.16 0.16 0 0.08 0.08 0.080.08 0 0.24 0 0.08 0.08 0.16 0.08 0.08 0.16 0.16 0.08 0.16 0.08 0.08 0.16 0.08 0.08 0.08 0.08 0.080.08 0.08 0.08 0.08 0 0.08 0.08 0.080.08 0.08 0.08 Total Long-term Deflection: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Total Long-term Deflection - Vertical Deflection Plot (Maximum Values) 0 0.08 0.16 0.24 0.32 0.4 0.48 0.56 0.64 Min Value = -0.05555 inches @ (160.4,114.7) Max Value = 0.7557 inches @ (133.3,92.13) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Total Long-term Deflection: Max Deflection Plan Total Long-term Deflection: Max Deflection Plan - 21 Appendix 7.9.1-21 -2.7% DL Balanced -2.1% DL + RLL Balanced 0.2% DL Balanced 0.16% DL + RLL Balanced -2.3% DL Balanced -1.7% DL + RLL Balanced 1.1% DL Balanced 0.82% DL + RLL Balanced -0.14% DL Balanced -0.087% DL + RLL Balanced -0.21% DL Balanced -0.14% DL + RLL Balanced -5.5% DL Balanced -3.8% DL + RLL Balanced 0.59% DL Balanced 0.4% DL + RLL Balanced -0.5% DL Balanced -0.36% DL + RLL Balanced -5.5% DL Balanced -3.5% DL + RLL Balanced -0.39% DL Balanced -0.24% DL + RLL Balanced 3.1% DL Balanced 1.9% DL + RLL Balanced -0.56% DL Balanced -0.37% DL + RLL Balanced 0.12% DL Balanced 0.079% DL + RLL Balanced 0.43% DL Balanced 0.29% DL + RLL Balanced 8.9% DL Balanced 6.1% DL + RLL Balanced 0.0072% DL Balanced 0.0049% DL + RLL Balanced -4.2% DL Balanced -2.9% DL + RLL Balanced 2.2% DL Balanced 1.5% DL + RLL Balanced -2.2% DL Balanced -1.5% DL + RLL Balanced 0.7% DL Balanced 0.45% DL + RLL Balanced 3.2% DL Balanced 2.1% DL + RLL Balanced 0.46% DL Balanced 0.29% DL + RLL Balanced 0.16% DL Balanced 0.11% DL + RLL Balanced -2% DL Balanced -1.4% DL + RLL Balanced 2.3% DL Balanced 1.6% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced -0.64% DL Balanced -0.44% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 83% DL Balanced 59% DL + RLL Balanced 180% DL Balanced 130% DL + RLL Balanced 180% DL Balanced 130% DL + RLL Balanced -0.11% DL Balanced -0.083% DL + RLL Balanced 85% DL Balanced 62% DL + RLL Balanced 62% DL Balanced 47% DL + RLL Balanced 87% DL Balanced 66% DL + RLL Balanced -10% DL Balanced -8% DL + RLL Balanced 84% DL Balanced 64% DL + RLL Balanced 84% DL Balanced 64% DL + RLL Balanced 63% DL Balanced 29% DL + RLL Balanced 83% DL Balanced 61% DL + RLL Balanced 110% DL Balanced 80% DL + RLL Balanced 9.7% DL Balanced 7% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced 100% DL Balanced 72% DL + RLL Balanced 93% DL Balanced 52% DL + RLL Balanced 87% DL Balanced 63% DL + RLL Balanced 93% DL Balanced 67% DL + RLL Balanced 25% DL Balanced18% DL + RLL Balanced 330% DL Balanced 1600% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 52% DL Balanced 33% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 66% DL Balanced 43% DL + RLL Balanced 55% DL Balanced 54% DL + RLL Balanced 100% DL Balanced 85% DL + RLL Balanced 44% DL Balanced 44% DL + RLL Balanced 86% DL Balanced 74% DL + RLL Balanced 91% DL Balanced 69% DL + RLL Balanced 77% DL Balanced 36% DL + RLL Balanced 190% DL Balanced 160% DL + RLL Balanced 100% DL Balanced 75% DL + RLL Balanced 88% DL Balanced 64% DL + RLL Balanced 99% DL Balanced 71% DL + RLL Balanced 92% DL Balanced67% DL + RLL Balanced 99% DL Balanced 72% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced 96% DL Balanced 54% DL + RLL Balanced Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude DSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; SSS Balance Percentages; Latitude Deflection Checks; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 22 Appendix 7.9.1-22 End 1 End 2End 1 End 2 End 1 End 2End 1 End 2 End 1 End 2End 1 End 2 End 1 End 2End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2End 1 End 2End 1 End 2 End 1 End 2 End 1 End 2End 1 End 2End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2End 1 End 2 End 1 End 2End 1 End 2 End 1 End 2End 1 End 2End 1 End 2End 1 End 2End 1 End 2 End 1 End 2End 1 End 2End 1 End 2End 1 End 2End 1 End 2 -0.23% DL Balanced -0.15% DL + RLL Balanced -0.67% DL Balanced -0.45% DL + RLL Balanced 1.1% DL Balanced 0.75% DL + RLL Balanced -0.87% DL Balanced -0.56% DL + RLL Balanced -1.7% DL Balanced -1.1% DL + RLL Balanced 0.31% DL Balanced 0.2% DL + RLL Balanced 0.15% DL Balanced 0.098% DL + RLL Balanced 0.07% DL Balanced 0.044% DL + RLL Balanced 2.2% DL Balanced 1.4% DL + RLL Balanced 0.67% DL Balanced 0.41% DL + RLL Balanced -1.4% DL Balanced -0.81% DL + RLL Balanced 0.39% DL Balanced 0.25% DL + RLL Balanced 0.73% DL Balanced 0.46% DL + RLL Balanced 1.1% DL Balanced 0.73% DL + RLL Balanced 2.3% DL Balanced 1.4% DL + RLL Balanced -1% DL Balanced -0.64% DL + RLL Balanced -5.1% DL Balanced -3.4% DL + RLL Balanced 12% DL Balanced 8% DL + RLL Balanced 14% DL Balanced 10% DL + RLL Balanced 1.5% DL Balanced 1% DL + RLL Balanced 3% DL Balanced 2.1% DL + RLL Balanced 140% DL Balanced 110% DL + RLL Balanced 41% DL Balanced 30% DL + RLL Balanced 130% DL Balanced 91% DL + RLL Balanced 110% DL Balanced 76% DL + RLL Balanced 120% DL Balanced 89% DL + RLL Balanced 49% DL Balanced 35% DL + RLL Balanced 140% DL Balanced 100% DL + RLL Balanced 97% DL Balanced 70% DL + RLL Balanced 110% DL Balanced 84% DL + RLL Balanced 45% DL Balanced 32% DL + RLL Balanced 180% DL Balanced 180% DL + RLL Balanced 120% DL Balanced 87% DL + RLL Balanced 78% DL Balanced 57% DL + RLL Balanced 120% DL Balanced 120% DL + RLL Balanced 50% DL Balanced 36% DL + RLL Balanced 91% DL Balanced 73% DL + RLL Balanced 91% DL Balanced 71% DL + RLL Balanced 86% DL Balanced 62% DL + RLL Balanced 93% DL Balanced 69% DL + RLL Balanced 110% DL Balanced 80% DL + RLL Balanced 77% DL Balanced 56% DL + RLL Balanced 120% DL Balanced 68% DL + RLL Balanced 89% DL Balanced 64% DL + RLL Balanced 85% DL Balanced 63% DL + RLL Balanced 91% DL Balanced 66% DL + RLL Balanced 92% DL Balanced 53% DL + RLL Balanced 140% DL Balanced 71% DL + RLL Balanced 96% DL Balanced 72% DL + RLL Balanced 97% DL Balanced 74% DL + RLL Balanced 97% DL Balanced 73% DL + RLL Balanced 110% DL Balanced 56% DL + RLL Balanced Design Strip: Longitude Span Boundaries; Longitude SSs; SS Ends; Longitude DSs; Longitude SSSs; SSS Balance Percentages; Longitude Deflection Checks; User Notes; User Lines; User Dimensions; Mesh Input: Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 23 Appendix 7.9.1-23 #1 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=165 influence area=595 max LLR=40 Reducible Loading Reduction=13.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=320 #2 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=632 influence area=1730 max LLR=40 Reducible Loading Reduction=38.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=263 #3 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=665 influence area=1780 max LLR=40 Reducible Loading Reduction=39.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=274 #4 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=158 influence area=586 max LLR=40 Reducible Loading Reduction=13 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=351 #5 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=132 influence area=527 max LLR=40 Reducible Loading Reduction=9.66 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=298 #6 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=471 influence area=1750 max LLR=40 Reducible Loading Reduction=39.2 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=269 #7 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=516 influence area=1730 max LLR=40 Reducible Loading Reduction=39 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=277 #8 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=133 influence area=531 max LLR=40 Reducible Loading Reduction=9.89 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=318 #9 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=61.3 influence area=238 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=258 #10 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=139 influence area=556 max LLR=40 Reducible Loading Reduction=11.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=282 #11 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=433 influence area=1640 max LLR=40 Reducible Loading Reduction=38 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=256 #12 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=249 influence area=994 max LLR=40 Reducible Loading Reduction=27.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=214 #13 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=217 influence area=705 max LLR=40 Reducible Loading Reduction=18.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=271 #14 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=194 influence area=775 max LLR=40 Reducible Loading Reduction=21.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=282 #15 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=646 influence area=2290 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=239 #16 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=616 influence area=2320 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=245 #17 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=247 influence area=972 max LLR=40 Reducible Loading Reduction=26.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=311 #18 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=146 influence area=577 max LLR=40 Reducible Loading Reduction=12.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=268 #19 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=514 influence area=1800 max LLR=40 Reducible Loading Reduction=39.6 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=258 #20 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=666 influence area=2400 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=253 #21 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=658 influence area=2380 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=252 #22 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=534 influence area=1900 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=264 #23 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=180 influence area=702 max LLR=40 Reducible Loading Reduction=18.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=282 #24 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=51 influence area=204 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=243 #25 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=167 influence area=618 max LLR=40 Reducible Loading Reduction=14.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=274 #26 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=227 influence area=907 max LLR=40 Reducible Loading Reduction=25.2 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=256 #27 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=227 influence area=908 max LLR=40 Reducible Loading Reduction=25.2 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=252 #28 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=169 influence area=652 max LLR=40 Reducible Loading Reduction=16.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=276 #29 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=64.1 influence area=256 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=253 Design Strip: Punching Checks; Punching Check Numbers; Punching Check Criteria; Punching Check Precompression; Punching Check LLR Parameters; Punching Check Sections; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 24 Appendix 7.9.1-24 20 20 20 20 20 20 20 20 20 20 20 20 20 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 7 7 7 7 7 7 7 7 7 7 7 7 7 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 7 7 7 7 7 7 7 7 7 7 7 7 7 1.75 1.75 1.75 1.75 1.75 1.75 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 4 4 4 4 4 4 4 4 4 7 7 7 7 7 7 7 7 7 7 7 7 7 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 6 6 6 6 6 6 6 6 6 6 6 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.17S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S 2.09S Generated Latitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: Latitude SSs; Latitude Deflection Checks; Latitude Tendon Parameters: Banded Tendons; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Generated Latitude Tendon: Standard Plan Generated Latitude Tendon: Standard Plan - 25 Appendix 7.9.1-25 4 1.75 4 4 1.75 4 4 4 4 7 1 7 4 4 4 1.75 4 4 4 4 7 2 7 4 4 4 1.75 4 4 1.75 4 4 4 4 4 4 4 7 1 4 4 1.75 4 4 1.75 4 4 4 4 4 7 1 4 4 1 7 4 4 4 4 4 4 4 4 4 7 1 7 1 7 1 7 4 4 4 4 4 4 7 2 7 2 7 2 7 4 4 4 14S F=375 14S F=375 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 16S F=428 16S F=428 6S F=161 6S F=161 6S F=161 6S F=161 6S F=161 16S F=428 16S F=428 16S F=428 16S F=428 10S F=268 16S F=428 16S F=428 14S F=375 14S F=375 14S F=375 20S F=536 20S F=536 20S F=536 20S F=536 8S F=214 8S F=214 20S F=536 20S F=536 20S F=536 20S F=536 12S F=321 12S F=321 12S F=321 12S F=321 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 Manual Longitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: SSS Balance Percentages; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 26 Appendix 7.9.1-26 311 311 311 311 311 311 311 311 270 270 270 269 269 269 269 269 269 269 269 269 269 269 269 271 271 271 271 272 278 278 278 271 271 271 271 312 312 312 312 312 151 261 261 128130130 130130128130 130 295 295 295 292 313 313 313 315 305 304 304 304 314 314 315315 317 317 299 310 292 292 292 291 310 292 292 301 285 310 309 309 258 258 221 221 234 234 234 234 234 234 218 218 244 244 244 244 243 243 216 217 224 222 217 217 217 217 216 216 216 190 190 217 218 222 222 135 135 221 221 197 196 198 198 198 198 198 198 198 198 196 196 196 196 196 240 240 240 240 239 239 239 240 240 240 219 219 219 219 219 219 219 219 219 219 320 320 320 320 320 320 320 320 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 330 330 330 330 330 330 300 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OK 2C-1 OK 2R-1 OK 2L-2 OK 2C-2 OK 2R-2 OK 2L-3 OK 2C-3 OK 2R-3 OK 2L-4 OK 2C-4 OK 2R-4 OK 3C-1 OK 3R-1 OK 3C-2 OK 3R-2 OK 3C-3 OK 3R-3 OK 3C-4 OK 3R-4 OK 4L-1 OK 4C-1 OK 4R-1 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 6C-1 OK 7C-1 OK 7C-2 OK 7C-3 OK 7C-4 OK 7C-5 OK 7C-6 OK 8C-1 OK 8C-2 OK 8C-3 OK 8C-4 OK 8C-5 OK 8C-6 OK 9C-1 OK 9C-2 OK 9C-3 OK 9C-4 OK 9L-5 OK 9C-5 OK 9R-5 OK 9C-6 OK 10C-1 OK 10C-2 OK 11C-1 OK 11C-2 OK 11C-3 OK 11C-4 OK 12C-1 OK 13C-1 OK 14C-1 OK 14C-2 OK 15C-1 OK 15C-2 OK 16C-1 OK 16C-2 OK 17C-1 OK 17R-1 OK 17L-2 OK 17C-2 OK 17R-2 OK 18L-1 OK 18C-1 OK 18R-1 OK 18L-2 OK 18C-2 OK 18R-2 OK 19L-1 OK 19C-1 OK 19R-1 OK 19L-2 OK 19C-2 OK 19R-2 OK 20L-1 OK 20C-1 OK 21L-1 OK 21C-1 OK 22C-1 OK 23C-1 OK 24C-1 OK 24C-2 OK 24C-3 OK 25C-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 27C-1 OK 28C-1 OK 29C-1 OK 29C-2 OK 30C-1 OK 31C-1 OK 32C-1 OK 33C-1 OK 34C-1 OK 34C-2 OK 35C-1 OK 35C-2 OK 36C-1 OK 36C-2 OK 36C-3 OK 36C-4 OK 36C-5 OK 37C-1 OK 37C-2 OK 37C-3 OK 37C-4 OK 37C-5 OK Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Initial Service Design: Status Plan Initial Service Design: Status Plan - 28 Appendix 7.9.1-28 1L-1 OK 1C-1 OK 1L-2 OK 1C-2 OK 1L-3 OK 1C-3 OK 2L-1 OK 2C-1 OK 2R-1 OK 2L-2 OK 2C-2 OK 2R-2 OK 2L-3 OK 2C-3 OK 2R-3 OK 2L-4 OK 2C-4 OK 2R-4 OK 3C-1 OK 3R-1 OK 3C-2 OK 3R-2 OK 3C-3 OK 3R-3 OK 3C-4 OK 3R-4 OK 4L-1 OK 4C-1 OK 4R-1 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 6C-1 OK 7C-1 OK 7C-2 OK 7C-3 OK 7C-4 OK 7C-5 OK 7C-6 OK 8C-1 OK 8C-2 OK 8C-3 OK 8C-4 OK 8C-5 OK 8C-6 OK 9C-1 OK 9C-2 OK 9C-3 OK 9C-4 OK 9L-5 OK 9C-5 OK 9R-5 OK 9C-6 OK 10C-1 OK 10C-2 OK 11C-1 OK 11C-2 OK 11C-3 OK 11C-4 OK 12C-1 OK 13C-1 OK 14C-1 OK 14C-2 OK 15C-1 OK 15C-2 OK 16C-1 OK 16C-2 OK 17C-1 OK 17R-1 OK 17L-2 OK 17C-2 OK 17R-2 OK 18L-1 OK 18C-1 OK 18R-1 OK 18L-2 OK 18C-2 OK 18R-2 OK 19L-1 OK 19C-1 OK 19R-1 OK 19L-2 OK 19C-2 OK 19R-2 OK 20L-1 OK 20C-1 OK 21L-1 OK 21C-1 OK 22C-1 OK 23C-1 OK 24C-1 OK 24C-2 OK 24C-3 OK 25C-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 27C-1 OK 28C-1 OK 29C-1 OK 29C-2 OK 30C-1 OK 31C-1 OK 32C-1 OK 33C-1 OK 34C-1 OK 34C-2 OK 35C-1 OK 35C-2 OK 36C-1 OK 36C-2 OK 36C-3 OK 36C-4 OK 36C-5 OK 37C-1 OK 37C-2 OK 37C-3 OK 37C-4 OK 37C-5 OK Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Service Design: Status Plan Service Design: Status Plan - 29 Appendix 7.9.1-29 2.64 119 6.32 535 126 104 226 243 81.2 463 73.7 -267 272 820 -327 1190 10.5 243 -0.149 871 4.59 164 201 109 327 545 111 650 172 138 252 358 -234 579 983 -276 1110 93.4 -247 215 582 -280 18.7 1100 -244 1000 243 -128 473 2.33 735 6.96 202 391 28 351 164 80.5 255 827 -223 911 299 -213 521 1070 -322 804 530 -292 25.8 0 0 183 46.4 54 0 0 277 -140 -130 -144 -123 -187 -8.51 -3.28 -205 -76.5 -78.5 -66.5-71 -63.1 -200 -12.1 -34.2 -197 -55.7 -61.8 -49.8 -200 1.01 -50.2 -173 42.3 155 -139 -74.7 -242 -38.6 -260 -39.3 -230 118 -266 139 23.2 -225 -182 -280 -26.5 -111 -357 -160 24.3 -253 -225 -227 -212 -239 35.9 45.7 -222 -191 -197 -193 -225 59.9 -111 -270 -56.5 -282 112 19.6 -184 -169 -281 -83.9 -75.7 -292 -69.8 -25.2 -255 -219 -227 23.2 35.3 -241 -233 -268 -53.5 -125 -299 -142 -301 17.6 24 -315 -46.2 -168 -299 20.2 -126 -182 -41.2-42.5-39.2-50.7-40.3 0 0 -941 -963 -932 0 0 -70.3-87.2-64.2 -74.2 118 -245 -328 -263 -236 -306 -224 -251 -73.6 -209 -358 -225 -102 -334 -333 -338 -38 -21.7 -266 -185 -248 0.911 -183 -297 -62.9 -29.3 -58.5 20 -182 -32.4 -126 -65.4 -76.7-68.4 -135 30.4 79.9 -305 -269 -290 -88.9 -228 -205 -298 -187 28.2 -319 -274 -299 -161 -234 -209 -297 -184 39.8 -263 -245 -279 -82.2 -161 -306 -146 643 -316 945 240 279 -323 561 469 -136 12.9 846 -141 368 459 -113 30.8 324 -334 607 909 -332 1030 3.73 -267 146 424 -100 18.1 681 -78.8 312 229 -1.14 9.42 41.8 -244 140 1000 -267 869 771 -211 54.1 223 7.24 12.7 696 -54.7 363 133 -46.5 -1.2 570 -201 41.8 2400 -410 1860 20.2 -70.9 -7.78 956 -75.7 175 -90.4 -225 -134 -230 -216 -537 91.2 -150 -188 -58.1 -153 -1.51 -230 -163 -206 -26.9 -173 -140 -248 -162 -254 -529 76.3 -170 -197 -94.8 -200 -0.281 -243 -221 -230 2.21 -176 -157 -271 -180 -140 -483 97.1 -314 -154 -305 -126 -173 -88.4 -162 14.5 -213 -212 -242 348 -203 -133 -152 -8.58 -371 388 -53.2 -90.2 -47.4 -49.8 -28 -64 -56.6 -12.6 -97.6 -74.3 -107 41 224 -251 -148 -160 -42.5 -133 -120 -192 -67.2 -97.5 -132 -55.6 -98 66.3 -269 287 -111 -180 -78.2 -108 101 -235 176 163 -183 -182 -187 -180 -183 156 153 -204 -203 -208 -205 -223 60 -91 -224 -67.2 -79 -208 -141 -226 60.8 -265 -214 -219 74.2 84.5 -192 -171 -194 84.1 78.6 -208 -199 -238 33.5 -157 -215 -185 -244 -38.1 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Service Design: Top Stress Plan Service Design: Top Stress Plan - 30 Appendix 7.9.1-30 -2.08 -92.7 -2.66 -351 -95.2 -52.2 -153 -89.6 -64.3 -274 -53.6 463 -198 -532 512 -758 -6.25 -156 2.32 -547 -3.5 -118 -136 -13.2 -175 -299 -25.8 -392 -124 -65.5 -152 -211 440 -358 -608 481 -693 -62.9 450 -151 -358 511 54.1 -710 484 -479 -163 323 -201 -1.38 -476 -4.72 -135 -203 72.4 -171 -115 20.9 -114 -460 454 -517 -164 428 -316 -691 566 -490 -323 518 -3.32 0 0 -3 93.3 65.9 0 0 -269 -52.2 -69.6-35.6 -81.7 169 45.9 87 96.8 -105 84.9 78.9 76.7 97.6 -112 84.8 43.1 -42.2 -3.62 -92 -172 295 -114 336 -112 225 -150 -265 -571 -523 -76.3 -409 -442 -252 -396 -439 -64.9 -457 -445 -33.1 -404 -314 -117 -347 -282 -284-284 -356 -272 -224 -251 -216 -221 -176 -211 -310 -145 -305 -268 -202 -233 -179 -192 -163 -227 -282 -195 -204 -156 -216 -200 -264 -256 -265 -171 -311 -301 -305 -305 -360 -395 -157 -350 -332 -244 -289 -205 -39.9 -169-20.6-45.4 0 0 326 379 324 0 0 -4.74-9.32-5.63 -210 -333 -243 -313 -288 -229 -276 -201 -228 -199 -270 -360 -245 -359 -407 -290 -300 -235 -468 -424 -76.7 -385 -282 -293 -158 -399 -43.5 -229 -86.1 -40.1 -14.6 -106 -77.3 -216 -477 -145 -316 -279 -307 -221 -333 -462 -149 -270 -276 -306 -222 -334 -276 -204 -225 -193 -234 -208 -268 -259 -280 -188 -326 -437 508 -622 -155 -169 522 -364 -311 285 -0.675 -529 294 -167 -299 228 0.123 -211 529 -386 -589 540 -646 15.6 469 -80.3 -268 204 16.1 -423 194 -136 -137 102 21.6 4.39 456 -77.3 -565 483 -547 -514 327 -31.4 -133 84.3 17.8 -448 155 -197 -80.9 124 24.3 -384 171 -66.3 -2200 491 -1630 -12.4 145 29.6 -491 224 -2.56 -71.7 89.9 -9.72 169 -143 321 -409 -262 -229 -295 -180 -242 -156 -165 -107 -188 -183 -211 -180 -245 -167 -251 -107 334 -398 -243 -241 -308 -175 -283 -89.3 -257 -187 -232 -166 -261 -223 255 -416 -132 -341 -135 -232 -215 -265 -175 -263 -6.77 -479 -150 -212 -181 -333 89.8 -609 -158 -129 -141 -114 -130 -182 -88.6 -113 -103 -134 -392 -1.37 -172 -162 -192 -142 -246 -230 -197 -244 -179 -264 28.2 -490 -260 -192 -256 -176 -287 -31.2 -332 -334 -47.9 -325 -318 -52.4 -268 -204 -229 -130 -286 -226 -201 -258 -149 -304 -214 -230 -99.4 -212 -192 -277 -282 -192 -205 -77 -193 -175 -265 -270 -185 -203 -95.3 -223 -206 -280 -184 -254 -145 -255 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 31 Appendix 7.9.1-31 -0.518 -23.1 -0.217 -32.6 -25 -10.2 -39.9 -4.86 -23.5 -8.87 120 -32 -95.6 140 -134 -0.525 -13.9 0.603 -77.9 -0.879 -29.7 -14.3 2.19 -17.6 -32.3 -0.16 -46.1 -32.9 -12.2 -38.5 -17.7 53.7 -30.7 -144 167 -164 -10.9 116 -25.8 -30.9 59.9 5.72 -165 156 -108 -24 68 -42 -0.115 -53.2 -0.42 -12.3 -17.9 12.6 -15.4 -12.4 6.45 -10.7 -55.8 83.1 -64.9 -13.6 52.3 -27.6 -88.3 98.6 -58 -28.3 60.8 0.789 0 0 -12.4 54.340.6 0 0 0.238 97.9 -82.4 -69.9 81.6 -70.6 -70.9 83.1 -74.9 -89 -57 -63.1 2.83 82.2 -32.8 67.3 -35.8 66.4 -64.5 0.242 -55.8 -54.3 69.4 -36 -45.3 -32.3 -50 -49.3 65.6 -51.9 -50.3 66.4 -49.4 -42.3 9.5 -6.93 0.641 -123 -103 167 -67.7 -103 -67 -108 -91.6 141 -82.7 -90.2 156 -101 -98.8 16.8 -5.77 0.8 -177 -194 199 -142 -147 -55.8 -72.7 -29.5 94.187.189.6 0 0 -2.92 31 -6.05 0 0 96.477.778.5 -77.1 -2.5 -0.69 -33.8 -30.5 50.6 -35.3 -5.36 -1.7 -46.1 -48 68.1 -50 -47.5 74.8 -58.4 -47.9 8.88 -10.5 -44.4 46.2 -35.6 -53.1 72 -64.7 -95 249 -160 -139 -0.324 -15.5 -74.9 237 -153 -138 -0.694 -16.1 -94.9 164 -120 -116 12.4 -6.98 -90.1 155 -128 -9.09 -9.93 45.9 -21.7 -19.7 28.2 0.31 -73.8 64.2 -18.8 -17.9 21 0.771 -12.6 46.3 -22.9 -127 169 -136 3.73 106 -12.5 -16 18.9 1.67 -60.9 43 -15.4 -30.8 36.5 9.03 1.36 107 -12.6 -174 210 -159 -76.6 79.8 -0.445 -29.9 31.6 7.87 -73.8 39.8 -30.2 -12.9 43.3 9.12 -74.3 83.4 -6.87 -206 122 -155 6.26 49.9 11.5 -57.2 33.9 2.18 8.56 119 33.8 58.2 25.6 337 -47.2 -3.9 4.77 -110 -130 230 -113 -95.7 27.5 -2.12 37.7 353 -45.2 3.08 3.5 -88.4 -115 151 -106 -82.4 23.7 -2.16 0.284 232 -37.1 9.02 26.3 11.1 -0.715 5.72 -81.8 -103 181 -45 11.7 71.4 10.4 -19.5 183 -64.8 2.51 0.907 0.915 -2.36 -0.4 0.0265 1.93 -0.542 10.6 5.73 8.1 4.63 -46.3 223 -105 -102 26.3 -11.4 -6.05 7.91 -108 -135 250 -55.1 -2.41 17.1 -93 -119 202 -129 -132 187 -130 -128 195 -111 -95.1 33.2 -8.39 1.11 10.6 -28.4 -42.2 62.9 -43.2 -44.5 60.6 -43.4 -43.8 61 -40 -32.8 17.4 -1.35 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Max Moment) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Strength Design: Max Bending Moment Plan Strength Design: Max Bending Moment Plan - 32 Appendix 7.9.1-32 -0.935 -43.1 -0.908 -77.4 -48.3 -40.9 -89.6 -30.4 -10.3 -59.5 -19.1 42.3 -72.1 -220 56.1 -323 -1.43 -32.8 -0.0714 -190 -1.65 -59.8 -30.8 -16.5 -51.8 -96.2 -20.1 -118 -66.2 -52.8 -99.3 -44 18.6 -69.3 -344 62.2 -387 -23.7 39 -54.9 -69.4 23.6 -5.72 -373 56.8 -332 -53.1 17.2 -82.8 -0.382 -125 -0.932 -27.2 -57.2 -6.58 -55.4 -25.1 -11.9 -40.7 -153 26.8 -167 -36.9 16.9 -61.8 -190 41 -145 -62.5 24.4 -5.59 0 0 -122 -21.4 -29 0 0 -91.8 67.1 -114 -115 62.1 -114 -110 59.7 -118 -108 -68.6 -90.7 -56.6 59.1 -45.2 50.6 -47.7 50.9 -92.2 -0.202 -117 -103 35.9 -85.1 -64.9 -39.2 -69.1 -98.1 32.6 -101 -102 31.9 -99.4 -72 -5.45 -26.8 -0.694 -259 -233 78.1 -173 -156 -91.7 -160 -183 70.6 -200 -212 69.6 -208 -170 -14.8 -48 -1.11 -377 -372 77.4 -298 -225 -86.4 -149 -82.6 39.737.8 0 0 -47.8-34.2 -76.7 0 0 34.637.822.226.1 -191 -6.4 -2.47 -42.3 -51.2 30.5 -62.1 -12.3 -3.46 -58.7 -81.3 42.2 -97.3 -102 39.6 -112 -80.5 -8.33 -32.2 -63.2 33.3 -63.6 -76.3 56 -109 -283 128 -295 -202 -24.8 -49.8 -251 122 -269 -199 -25.1 -50.5 -213 78.4 -233 -190 -18.8 -53 -191 63.9 -290 -20.9 -24.1 18.9 -49.3 -44.4 7.54 -1.52 -178 17.8 -80.7 -40.2 5.95 -3.15 -28.3 19.8 -53.8 -280 69.6 -328 -1.21 39 -33.3 -37.3 5.26 -2.09 -144 9.2 -69.4 -75.6 -3.46 -4.25 -9.08 37 -32.8 -426 77.3 -382 -176 26.6 -16.2 -73.5 -5.02 -172 6.87 -89.8 -48.5 6.16 -1.11 -205 25.8 -24.6 -413 17.3 -322 -16.5 11.5 0.013 -147 8.84 -25.6 -6.63 85.1 10.8 -4.06 188 -126 -33.3 -17.3 -195 -274 115 -254 -167 1.59 -29 9.48 184 -123 -23 -12.5 -145 -219 65 -208 -129 4.5 -20.2 -24.9 128 -94.9 5 21.2 4.72 -26.9 -12 -132 -196 103 -184 0.236 56.6 -11.2 -65 101 -198 -14.8 -4.25 -9.05 -7.76 -10.4 -9.03 -11.6 -40.7 -9.72 -11.3 -7.55 -47.3 -183 115 -212 -157 -5.35 -52.3 -40.6 -23.7 -187 -267 134 -239 -38.8 -13.7 -167 -243 107 -266 -259 106 -256 -258 106 -226 -162 -3.41 -52.6 -19.5 -3 -59.7 -104 23.3 -102 -102 21.9 -102 -101 23 -98.7 -66.6 -0.722 -26.6 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Min Moment) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Strength Design: Min Bending Moment Plan Strength Design: Min Bending Moment Plan - 33 Appendix 7.9.1-33 4.34 9.01 3.7 3.8 44.3 -0.568 11.5 4.12 -0.98 53.3 -0.352 -3.61 19.6 8.02 -32.1 101 2.7 4.9 0.811 7.7 92.3 5.65 9.813.43 -0.981 8.37 8.06 -12.1 68.7 0.0811 9.58 6.41 2.79 -3.54 11.2 2.31 -49.7 120 0.509 -4.02 13.5 8.21 -0.715 -5.61 7.65 2.78 -51.2 88.7 3.86 -3.16 16.4 14.8 4.65 60.4 2.47 4.960.44 -10.1 31.8 -0.495 7.66 7.3 -15.9 51.2 3.28 -2.51 9.57 2.48 -22.2 49.7 -0.272 -5.02 7.26 3.24 0 0 -17.8 33.7 0 0 3.3 -5.21 17.9 9.69 41.8 -4.7 -7.2 -0.0774 -1.57 51.1 -5.89 -9.22 63.1 -4.61 35.3 -8.16 -15.2 6.71 -3.09 13.5 -4.28 13.9 35.2 1.18 23.4 -4.61 -10.5 26 0.449 -2.13 10.5 -4.55 -10.4 24.6 -5.34 -9.99 28.3 -4.75 -5.92 15.1 2.49 53.7 -4.04 -22.3 57.3 1.29 -2.21 57.5 -3 -20.8 55 -5.93 -21.4 61.4 -6.83 -14.1 29.1 3.75 76.2 -17.3 -34.4 83.8 -26.2 42.1 -2.61 10.3 8.078.95 -7.72-0.0118-3.96 23.9 0 0 -0.39 28.8 0 0 30.230.224.3 83.5 2.48 1.04 8.76 -2.01 -7.14 24.9 1.3 0.534 13.8 -4.17 -11.7 26.3 -7.02 -10.9 33 -5.77 -6.55 18 1.3 -4.9 -0.0909 -1.54 6.6 3.07 13.6 13.3 -0.618 -5.7 43.1 41.5 -30.2 89.2 -25.2 26.7 -27.9 81 -25 26.7 -6.4 -22.7 67.5 -13.4 -16.6 29 -27.4 85.8 7.15 -3.19 9.63 -2.39 -2.07 -4.74 5.59 2.41 -28.2 66.3 -2.64 -3.99 4.4 1.05 7.6 -4.02 10.8 -2.05 -49.1 112 -0.651 -2.16 12.1 8.36 -2.99 -3.71 3.85 1.56 -31.5 52.7 2.36 -3.32 5.08 3.24 0.0409 -3.13 12.2 8.98 -45.9 121 -13.8 7.44 5.75 3.58 -3.18 3.94 2.5 -39.4 67 1.75 -4.04 5.83 3.42 -10.6 8.84 3.61 -34.7 104 -2.24 -3.94 7.02 5.23 -15.1 32.1 1.54 -8.05 14.2 -38.2 -14.4 -25.2 67 3.21 48.1 -16.5 -28.9 68.5 -21.5 20.6 -12.3 -23.5 66.3 5.66 5.44 47.3 -10.1 -20.5 53.9 -19.3 16.4 -11.4 -18.3 48.7 -2.54 6.57 3.15 47.3 -8.96 -23.4 55.8 -11.2 24 -16.9 55.1 6.89 6.27 7.63 3.6110.9 1.38 2.6 12.8 15.1 0.832 6.11 5.18 42.6 -20.3 -22.3 65.8 -21 29.4 1.68 46 -18.4 -30.1 71 2.81 53.2 -16.3 -26.4 77.8 -20.6 -28.4 101 -20.8 -27.3 61.7 -20 31.5 0.0812 23.3 -3.41 -7.62 28.8 -4.11 -7.32 28.2 -5.02 -7.51 28.4 -5.93 15.9 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Max Shear) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Strength Design: Max Shear Plan Strength Design: Max Shear Plan - 34 Appendix 7.9.1-34 2.75 4.851.79 1.84 15.1 -4.99 4.56 -7.38 -21.8 15.4 -10 -12.2 7.6 -0.187 -85.1 37 1.35 2.02 -0.438 3.67 36.3 3.45 4.881.07 -7.08 3.48 -51.1 26.5 -6.62 -7.41 2.45 -6.5 -0.731 -9.4 4.78 0.328 -123 47.8 -10.4 -12.8 5.04 -3.31 -2.88 -12.3 2.33 0.342 -119 26.9 -5.49 -8.94 7.51 4.91 2.43 18.9 1.34 2.15 -0.597 -37.5 7.78 -3.84 -5.39 2.68 -53 15 -0.564 -8.21 4.01 0.349 -59.9 18.9 -2.41 -10.7 2.74 1.2 0 0 -50.8 4.28 0 0 -55.1 -32 -34.5 2.77 2.05 8.02 -2.03 -51 10.1 6.25 -46.9 9.14 3.15 13.9 -21.7 -0.375 -33.9 -37.6 0.588 4.16 -11.4 11.5 0.209 8.05 2.81 -25.1 9.61 2.45 -8.15 2.36 0.0473 -26.8 10.1 5.33 -24.6 10 4.67 -19.2 1.85 1.15 17.1 0.259 -58.7 18.5 -0.226 -29.9 13.5 -54.7 20.7 4.94 -59.9 21.5 6.05 -45.7 -2.06 -6.48 1.63 26.7 7.9 -86.4 28.9 10.1 -64.6 -3.09 -3.63 -58.3 -13.5 -38.3-24.4-29-26.2 0 0 -25.3 9.35 0 0 -1 7.11 6.168.85 8.14 8.22 -1.9 4.87 3.82 -14.6 8.76 -5.62 7.19 6.04 -26 11.6 8.44 -28.8 11.7 6.23 -22.3 2.13 -22 -4.09 -4.33 3.14 -3.93 3.19 -0.583 -30.7 9.34 6.79 -78.4 34.7 17.4 -44.7 -6.73 -83 32 17 -43.8 -6.85 -63.1 22.9 11.4 -50.9 -2.4 -7.07 -68.9 28.2 3.15 -7.31 4.11 -5.55 -7.7 -10.7 1.63 0.915 -80.7 20.2 -6.19 -9.11 0.568 0.177 3.33 -8.96 4.47 -4.64 -125 43 -2.25 -9.2 3.97 0.202 -7.16 -8.9 0.333 -77.2 13.9 -7.12 -11.3 0.0494 -0.668 -6.31 -10.2 4.01 0.169 -116 50.4 -36.4 1.48 -1.56 -6.41 -10.2 -0.957 -1.33 -92.5 22.5 -7.21 -10.7 0.953 0.0926 -41 2.11 -5.39 -92 37.8 -13.3 2.61 1.2 -53.3 8.03 -14.7 -18.4 6.23 -188 -57.9 29.3 24.9 -22.2 17 8.25 -77.2 32.2 -42 2.12 -56.5 27.9 23.9 -16.2 13.2 2.24 -60.5 23.7 -35.2 2.87 -40.8 21 19.8 -5.66 2.39 -18.7 12.7 1.09 -65.8 19.2 17.3 -20.3 12.7 -39.5 22.6 -12.9 -5.18 -10.1 -9.16 -9.19 -28.2 -2.53 -18.2 -65.2 29.7 -45.8 5.55 -24.5 16.9 9.49 -78.4 25.5 18.9 -26 15.2 6.91 -72.3 27.9 16.9 -65.4 34.6 -66.8 29.4 -48.3 2.98 -13.2 3.99 3.07 -33.5 7.59 2.69 -27.5 7.45 2.52 -27.6 7.74 6.25 -21.5 1.54 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Min Shear) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Strength Design: Min Shear Plan Strength Design: Min Shear Plan - 35 Appendix 7.9.1-35 1L-1 OK 1C-1 OK 1L-2 OK 1C-2 OK 1L-3 OK 1C-3 OK 2L-1 OK 2C-1 OK 2R-1 OK 2L-2 OK 2C-2 OK 2R-2 OK 2L-3 OK 2C-3 OK 2R-3 OK 2L-4 OK 2C-4 OK 2R-4 OK 3C-1 OK 3R-1 OK 3C-2 OK 3R-2 OK 3C-3 OK 3R-3 OK 3C-4 OK 3R-4 OK 4L-1 OK 4C-1 OK 4R-1 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 6C-1 OK 7C-1 OK 7C-2 OK 7C-3 OK 7C-4 OK 7C-5 OK 7C-6 OK 8C-1 OK 8C-2 OK 8C-3 OK 8C-4 OK 8C-5 OK 8C-6 OK 9C-1 OK 9C-2 OK 9C-3 OK 9C-4 OK 9L-5 OK 9C-5 OK 9R-5 OK 9C-6 OK 10C-1 OK 10C-2 OK 11C-1 OK 11C-2 OK 11C-3 OK 11C-4 OK 12C-1 OK 13C-1 OK 14C-1 OK 14C-2 OK 15C-1 OK 15C-2 OK 16C-1 OK 16C-2 OK 17C-1 OK 17R-1 OK 17L-2 OK 17C-2 OK 17R-2 OK 18L-1 OK 18C-1 OK 18R-1 OK 18L-2 OK 18C-2 OK 18R-2 OK 19L-1 OK 19C-1 OK 19R-1 OK 19L-2 OK 19C-2 OK 19R-2 OK 20L-1 OK 20C-1 OK 21L-1 OK 21C-1 OK 22C-1 OK 23C-1 OK 24C-1 OK 24C-2 OK 24C-3 OK 25C-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 27C-1 OK 28C-1 OK 29C-1 OK 29C-2 OK 30C-1 OK 31C-1 OK 32C-1 OK 33C-1 OK 34C-1 OK 34C-2 OK 35C-1 OK 35C-2 OK 36C-1 OK 36C-2 OK 36C-3 OK 36C-4 OK 36C-5 OK 37C-1 OK 37C-2 OK 37C-3 OK 37C-4 OK 37C-5 OK 1 OK 2 OK with SSR 3 OK 4 OK 5 OK 6 OK 7 OK 8 OK 9 OK (non-standard section) 10 OK 11 OK 12 OK with SSR 13 OK 14 OK 15 OK with SSR 16 OK with SSR (non-standard section) 17 OK 18 OK 19 OK with SSR 20 OK 21 OK 22 OK 23 OK 24 OK (non-standard section) 25 OK 26 OK 27 OK 28 OK 29 OK (non-standard section) Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Latitude Span Segment Deflection Checks; Longitude Span Segment Deflection Checks; Span Segment Deflection Check Status; Latitude Deflection Checks; Longitude Deflection Checks; Deflection Check Status; User Notes; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Status: Status Plan Design Status: Status Plan - 36 Appendix 7.9.1-36 #5x12@6T #5x20@6T (7)#5x12T (7)#5x12T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (9)#5x12T (7)#5x12T (7)#5x25T (7)#5x25T #5x12@6T (7)#5x20T (7)#5x20T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x15@6T (7)#5x12T #5x12@6T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T #5x7.5@12T (7)#5x25T (7)#5x25T #5x7.5@12T (7)#5x25T (7)#5x25T (7)#5x7.5T (7)#5x7.5T (7)#5x25T (7)#5x7.5T (7)#5x7.5T (7)#5x7.5T #5x12@6T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x15T (7)#5x15T (7)#5x25T (7)#5x25T (7)#5x15T (7)#5x15T (7)#5x25T 10 #5 T. 8 #5 T. 11 #5 T. 4 #5 T. 2 #5 T. 7 #5 T. 7 #5 T. 19 #5 T. 28 #5 T. 4 #5 T. 15 #5 T. 10 #5 T. 5 #5 T. 8 #5 T. 2 #5 T. 11 #5 T. 4 #5 T. 6 #5 T. 27 #5 T. 31 #5 T. 7 #5 T. 7 #5 T. 6 #5 T. 4 #5 T. 30 #5 T. 16 #5 T. 6 #5 T. 10 #5 T. 4 #5 T. 5 #5 T. 5 #5 T. 12 #5 T. 13 #5 T. 4 #5 T. 5 #5 T. 16 #5 T. 13 #5 T. 5 #5 T. 4 #5 T. 13 #5 T. 23 #5 T. 2 #9 T. 3 #9 T. 3 #9 T.3 #9 T. 3 #9 T. 7 #5 T. 16 #5 T. 21 #5 T. 3 #5 T. 4 #5 T. 1 #5 T. 3 #5 T. 2 #5 T. 1 #5 T. 12 #5 T. 5 #5 T. 1 #5 T. 2 #5 T. 2 #5 T. 3 #5 T. 4 #5 T. 24 #5 T. 25 #5 T. 6 #5 T. 6 #5 T. 1 #5 T. 2 #5 T. 2 #5 T. 2 #5 T. 9 #5 T. 4 #5 T. 4 #5 T. 5 #5 T. 5 #5 T. 7 #5 T. 7 #5 T. 36 #5 T. 29 #5 T. 12 #5 T. 6 #5 T. 4 #5 T. 5 #5 T. 5 #5 T. 2 #5 T. 11 #5 T. 5 #5 T. 2 #5 T. 7 #5 T. 7 #5 T. 14 #5 T. 9 #5 T. 25 #5 T. 20 #5 T. 1 #5 T. 8 #5 T. 8 #5 T. 3 #5 T. 8 #5 T. 2 #5 T. 12 #5 T. 12 #5 T. 11 #5 T. 4 #5 T. 4 #5 T. 8 #5 T. 8 #5 T. 7 #5 T. 1.25 1.33 Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 37 Appendix 7.9.1-37 (12)#5x26.8B 10 #5 B. 4 #5 B. 6 #5 B. 5 #5 B. 4 #5 B. 9 #5 B. 11 #5 B. 4 #5 B. 6 #5 B. 10 #5 B. 3 #5 B. 2 #5 B. 5 #5 B. 6 #5 B. 5 #5 B. 3 #5 B. 2 #5 B. 13 #5 B. 5 #5 B. 4 #5 B. 3 #5 B. 2 #5 B. 14 #5 B. 3 #5 B. 3 #5 B. 5 #5 B. 4 #5 B. 4 #5 B. 3 #5 B. 2 #5 B. 7 #5 B. 2 #5 B. 2 #5 B. 8 #5 B. 3 #5 B. 2 #5 B. 18 #5 B. 1 #5 B. 12 #5 B. 15 #5 B. 3 #5 B.1 #5 B. 1 #5 B. 1 #5 B. 1 #5 B. 5 #5 B. 8 #5 B. 2 #5 B. 11 #9 B. 3 #9 B. 9 #9 B. 11 #5 B. 2 #5 B. 2 #5 B. 2 #5 B. 1 #5 B. 6 #5 B. 2 #5 B. 1 #5 B. 2 #5 B. 2 #5 B.12 #5 B. 4 #5 B. 4 #5 B. 2 #5 B. 1 #5 B. 6 #5 B. 5 #5 B. 4 #5 B. 5 #5 B. 4 #5 B.17 #5 B. 3 #5 B. 3 #5 B. 5 #5 B. 4 #5 B. 7 #5 B. 5 #5 B. 4 #5 B. 9 #5 B. 6 #5 B. 9 #5 B. 5 #5 B. 19 #5 B. 19 #5 B. 2 #5 B. 9 #5 B.1 #5 B. 10 #5 B. 1 #5 B. 5 #5 B. 1.25 1.33 Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Status: Bottom Reinforcement Plan Design Status: Bottom Reinforcement Plan - 38 Appendix 7.9.1-38 1 OK 2 OK with SSR 3 OK 4 OK 5 OK 6 OK 7 OK 8 OK 9 OK (non-standard section) 10 OK 11 OK 12 OK with SSR 13 OK 14 OK 15 OK with SSR 16 OK with SSR (non-standard section) 17 OK 18 OK 19 OK with SSR 20 OK 21 OK 22 OK 23 OK 24 OK (non-standard section) 25 OK 26 OK 27 OK 28 OK 29 OK (non-standard section) 1.25 1.33 Design Status: PC Designs; PC Design Numbers; PC Design Status; PC Design Sections; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 39 Appendix 7.9.1-39 1.25 1.33 13.9 82.4 82.4 67.3 67.3 -1.16 -1.16 13.9 USR=0.362 141 268 268 150 150 2323 141 95.8 97.5 97.5 84.3 84.3 7272 54.6 54.6 52.9 52.9 66.1 66.1 78.4 78.4 95.8 RSR = 0.603 (USR=1.09) USR=0.857 200 797979.979.9 201201 200 USR=0.827 115 46.7-41.8 26.226.2 115 USR=0.504 267373 59.4 59.4 12.4 12.4 26 USR=0.321 173 236 236 96.5 96.5 34.1 34.1 173 USR=0.958 136 36.336.392.492.4 192192 136 USR=0.789 24.4 -49.944.7 119119 24.4 USR=0.523 -4.31 45.2 12.9 -4.31 USR=0.199 87 26.2 26.2 5.09 5.09 65.9 65.9 87 USR=0.383 233 156 156 29.1 29.1 106 106 233 USR=0.956 238 -179-176 241241 238 60.1 45.346.2 6161 85.985.9 85.685.6 60.1 RSR = 0.515 (USR=1.06) USR=0.755 80.7 63.430.8 4848 80.7 USR=0.361 85.5 85.9 85.9 39.2 38.8 85.5 USR=0.378 266 259 259 96.9 96.9 104 104 266 100 99.7 99.7 83.2 83.2 70.4 70.4 55.2 55.2 55.7 55.7 72.2 72.2 8585 100 RSR = 0.599 (USR=1.11) USR=0.881 228 132132112112 132 178 208208 228 82.6 67.767.7 54.354.353.653.6 65.265.2 72.674.1 80.180.1 93.493.4 94.194.1 82.6 RSR = 0.544 (USR=1) USR=0.828 106 24.520.7 102102 106 USR=0.474 68.3 113 113 65.9 65.9 21.3 21.3 68.3 USR=0.496 209 283 283 137 137 63.1 63.1 209 90.2 94.9 94.9 84.8 84.8 7272 50.1 50.1 45.4 45.4 55.5 55.5 68.3 68.3 90.2 RSR = 0.638 (USR=1.16) USR=0.834 105 213 213 223 223 115 115 105 USR=0.919 111 218 218 214 214 106 106 111 USR=0.9 169 74.374.3134134 229229 169 USR=0.934 96.3 -3.636.5 136136 96.3 USR=0.611 5.3483.683.6 21.5 USR=0.386 78.2 139 139 66.3 66.3 5.34 5.34 78.2 USR=0.612 29.4 88.7 88.7 90.5 90.5 31.2 USR=0.413 30.2 90.8 90.8 89.2 89.2 28.7 USR=0.414 9.2685.785.7 120120 43.9 USR=0.54 3.82 108108 -4.52 USR=0.502 Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context) 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Status: Punching Shear Stress Plan Design Status: Punching Shear Stress Plan - 40 Appendix 7.9.1-40 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJ (12) 5@4.75 First Spacing = 3.25 5/8" SSR (7) 4@4.75 First Spacing = 3.25 5/8" SSR (12) 5@4.75 First Spacing = 3.25 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR (12) 5@4.75 First Spacing = 3.25 5/8" SSR 1.251.33 Design Status: PC Designs; SSR; SSR Description; SSR Details; User Notes; User Lines; User Dimensions; Drawing Import: S-GRID; S-GRID-IDEN; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 2_V1.3.cpt - 2024-06-11 Design Status: SSR Plan Design Status: SSR Plan - 41 Appendix 7.9.1-41 3rd B_PT slab design_LEVEL 03_VE_V1.cpt 2024-06-11 RAM Concept © 2023 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 23.0.1 Appendix 7.9.1-42 Units ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................3 Signs ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................4 Materials ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5 Loadings ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................7 Load Combinations ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8 Design Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................12 Detailing Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................13 Load History ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................14 Tendon Parameters Groups ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................15 Deflection Checks ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................16 Mesh Input: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................17 SDL: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................18 LL Red: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................19 LL Unred: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................20 Total Long-term Deflection: Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................21 Design Strip: Latitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................22 Design Strip: Longitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................23 Design Strip: Punching Checks Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................24 Generated Latitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................25 Manual Longitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................26 User Minimum Design: Precompression Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................27 Initial Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................28 Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................29 Service Design: Top Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................30 Service Design: Bottom Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................31 Strength Design: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................32 Strength Design: Min Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................33 Strength Design: Max Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................34 Strength Design: Min Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................35 Design Status: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................36 Design Status: Top Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................37 Design Status: Bottom Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................38 Design Status: Punching Shear Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................39 Design Status: Punching Shear Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................40 Design Status: SSR Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................41 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Table of Contents Table of Contents - 2 Appendix 7.9.1-43 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/°Line Moment Spring: k/°Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³Reinforcing Area: in²Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft²Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: °F 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Units Units - 3 Appendix 7.9.1-44 Positive Loads Positive Analysis Positive Reactions 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Signs Signs - 4 Appendix 7.9.1-45 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Thermal Exp Coeff Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 5750 psi 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 3122000 4322000 8000 psi 150 150 3000 8000 3725 9754 0.2 5.556e-6 Code 2500000 3000000 Stiff 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 31220000 43220000 PT Systems System Name Strand Duct Anchor fse (ksi) Long-Term Losses (ksi) Min Radius (feet) ½" Unbonded ½" Unbonded ½" Unbonded ½" Unbonded 175 22 6 ½" Bonded ½" Bonded ½" Bonded ½" Bonded 160 22 6 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 175 22 8 0.6" Bonded 0.6" Bonded 0.6" Bonded 0.6" Bonded 160 22 8 HARPED HARPED HARPED HARPED 175 22 0 Strand Materials Strand Name Aps (in²) Eps (ksi) fpy (ksi) fpu (ksi) ½" Unbonded 0.153 28000 243 270 ½" Bonded 0.153 28000 243 270 0.6" Unbonded 0.217 28000 243 270 0.6" Bonded 0.217 28000 243 270 HARPED 0.153 28000 243 270 Duct Systems Duct Name Type Shape Material Duct Height (inches) Duct Width (inches) Max Strands Per Duct Wobble Friction (1/feet) Angular Friction (1/radians) ½" Unbonded unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 ½" Bonded bonded Flat Corrugated Plastic 1 3 4 0.001 0.2 0.6" Unbonded unbonded Round Tightly Sheathed 0.6 0.6 1 0.0014 0.07 0.6" Bonded bonded Flat Corrugated Plastic 1 4 4 0.001 0.2 HARPED unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 Anchor Systems 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Materials Materials - 5 Appendix 7.9.1-46 Anchor Systems Anchor Name Type Jacking Stress (ksi) Anchor Friction Seating Distance (inches) ½" Unbonded Monostrand 216 0 0.25 ½" Bonded Flat Multi-Plane 216 0.02 0.25 0.6" Unbonded Monostrand 216 0 0.25 0.6" Bonded Flat Multi-Plane 216 0.02 0.25 HARPED Monostrand 216 0 0.25 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi)Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Materials (2) Materials - 6 Appendix 7.9.1-47 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 SDL Dead Normal 1 1 LL Red Live (Reducible)Normal 1 0 LL Unred Live (Unreducible)Normal 1 0 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Loadings Loadings - 7 Appendix 7.9.1-48 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 SDL 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 1 0 LL Unred 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + S 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Load Combinations Load Combinations - 8 Appendix 7.9.1-49 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.5 0.5 LL Unred 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 SDL 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Load Combinations (2) Load Combinations - 9 Appendix 7.9.1-50 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Total Long-term Deflection 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Load Combinations (3) Load Combinations - 10 Appendix 7.9.1-51 Total Long-term Deflection Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 3 3 Balance Loading 3 3 SDL 3 3 LL Red 1 1 LL Unred 1 1 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Load Combinations (4) Load Combinations - 11 Appendix 7.9.1-52 Code Minimum Design 318-14 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-14 Initial Service Design Service Design 318-14 Service Design Include detailed section analysis Sustained Service Design 318-14 Sustained Service Design Strength Design 318-14 Strength Design Punching Shear Design Ductility Design 318-14 Ductility Design 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Rules Design Rules - 12 Appendix 7.9.1-53 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Detailing Rules Detailing Rules - 13 Appendix 7.9.1-54 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Load History Load History - 14 Appendix 7.9.1-55 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet)Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches)Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Tendon Parameters Groups Tendon Parameters Groups - 15 Appendix 7.9.1-56 Deflection Checks Deflection Check Name Layer Diff. Layer Downward Limit (inches) Downward Limit (L/Δ) Upward Limit (inches) Upward Limit (L/Δ) Deflection Measure Appendix 7.9.1-57 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJ t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 24 x 20 Priority=6 10 x 20 Priority=6 10 x 20 Priority=6 10 x 20 Priority=6 28 x 36 Priority=6 10 x 20 Priority=6 10 x 20 Priority=6 20 x 36 Priority=6 28 x 36 Priority=6 10 x 20 Priority=6 Mesh Input: Beams; Beam Dimensions; Beam Priorities; Slab Areas; Slab Area Thicknesses; Slab Area Elevations; Slab Area Priorities; Slab Openings; Slab Opening Hatching; Walls Above; Walls Below; Columns Above; Columns Below; User Notes; User Lines; Drawing Import: S-GRID-IDEN; S-GRID; Longitude Tendon Parameters: Banded Tendons; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Mesh Input: Standard Plan Mesh Input: Standard Plan - 17 Appendix 7.9.1-58 Fz=0.24 Fz=0.24Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=12 Fz=12 Fz=12 Fz=12 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=12 Fz=12 Fz=12 Fz=12 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 SDL: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 SDL: All Loads Plan SDL: All Loads Plan - 18 Appendix 7.9.1-59 LL Red: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 LL Red: All Loads Plan LL Red: All Loads Plan - 19 Appendix 7.9.1-60 Fz=125 Fz=125 Fz=125 Fz=125 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=100 Fz=100 Fz=100 Fz=100 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=100 Fz=100 Fz=100 Fz=100 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 LL Unred: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 LL Unred: All Loads Plan LL Unred: All Loads Plan - 20 Appendix 7.9.1-61 0.16 0.2 0.04 0.08 0.120.12 0.04 0.04 0.12 0.2 0 0.04 0 0.04 0 0.08 0.08 0.16 0.08 0.08 0.04 0.04 0.08 0.12 0.08 0.04 0.08 0.08 0.04 0.12 0.2 0.16 0.04 0.08 0.12 0.08 0.16 0.08 0.12 0.04 0.12 0.2 0.2 0.12 0.2 0.2 0.16 0.24 0.12 0.16 0.2 0.16 0.12 0.12 0.12 0.08 0.12 0.12 0.12 0.08 0.04 0.04 0.08 0.04 0.04 0.12 0.04 0.04 0.04 0.16 0.04 0.16 0.2 0 0 0 0.04 0.16 0.08 0.08 0.16 0 0.04 0.04 0.04 0.16 0.08 0.12 0 0.04 0.16 0.04 0.2 0.12 0 0.28 0.04 0.2 0.12 0 0.16 0 0.08 0 0.08 0.28 0 0.08 0.24 0.04 0.08 0.16 0.16 0.08 0.08 0 0.08 0.16 0.2 0 0.08 0.08 0 0.2 0.04 0.04 0.08 0.04 0.04 0.08 0.12 0 0.04 0 0.04 0 0.04 0.04 0.04 0.04 0.16 0.04 0.08 0.08 0.08 0.16 0.08 0.08 0.16 0.08 0.12 0.2 0.04 0.16 0.16 0.2 0.04 0.08 0.04 0.2 0.12 0.08 0.08 0.04 0.08 0.16 0.12 0.04 0.04 0.04 0.04 0.12 0.04 0.08 0.04 0.04 0 0 0 0.12 0.04 0.16 0 0.12 0.16 0.12 0.08 0.16 0.16 0.04 0.08 0.12 0.04 0.08 0.12 0.08 0.2 0.08 0.08 0.24 0.16 0.08 0.24 0.12 0.12 0.28 0.24 0.12 0.16 0.2 0.16 0.24 0.24 0.16 0.28 0.2 0.28 0.2 0.16 0.24 0.24 0.24 0.2 0.24 0.24 0.2 0.24 0.28 0.28 0.2 0.2 0.28 0.28 0.28 0.2 0.24 0.2 0.2 0.16 0.28 0.2 0.16 0.24 0.12 0.28 0.16 0.16 0.28 0.12 0.12 0.24 0.16 0.12 0.2 0.16 0.08 0.12 0.2 0.12 0.08 0.2 0.08 0.2 0.08 0.04 0.16 0.04 0.04 0.12 0.12 0 0.16 0.12 0.04 0.04 0.08 0 0.04 0.12 0.04 0.04 0 0.08 0.04 0 0.04 0.08 0.08 0.08 0.08 0.12 0.04 0.04 0.08 0.08 0.16 0.04 0.08 0.08 0.08 0.08 0.08 0.04 0.08 0.08 0.12 0.08 0.08 0.08 0 0.04 0.04 0.08 0 0 0.12 0 0.04 0 0.04 0 0.08 0.12 0.04 0 0 0.12 0.08 0.080.08 0 0 0 0 0.04 -0.04 0.04 0.04 0 0.08 0.04 0.08 0.08 0 0 0.2 0.04 0 0.12 0 0.12 0.12 0.12 0.16 0.080.08 0.04 0 0.16 0.12 0.12 0.04 0 0.08 0.12 0 0.2 0.12 0.04 0.16 0.2 0 0.04 0.04 0.16 0.08 0.08 0.04 0.12 0.04 0.04 0.08 0.04 0.04 0 0.08 0.04 0.04 0.12 0.16 0.12 0 0.08 0.12 0 0.2 0.2 0.2 0.04 0.04 0.12 0.2 0.08 0.04 0.08 0.08 0.08 0.16 0.08 0.12 0.12 0.12 0.12 0.12 0.08 0.16 0.16 0.12 0.12 0.08 0.12 0.08 0.16 0.12 0.12 0.12 0.08 0.08 0.16 0.04 0.12 0.12 0.12 0.04 0.12 0.04 0.04 0.12 0.08 0 0.12 0 0.08 0.12 0.08 0.04 0.12 0.08 0.12 0.08 0.04 0.08 0 0.04 0.08 0.04 0 0.04 Total Long-term Deflection: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Total Long-term Deflection - Vertical Deflection Plot (Maximum Values) -0.04 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 Min Value = -0.0518 inches @ (174.3,95.96) Max Value = 0.3847 inches @ (118.6,29.91) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Total Long-term Deflection: Max Deflection Plan Total Long-term Deflection: Max Deflection Plan - 21 Appendix 7.9.1-62 91% DL Balanced 76% DL + RLL Balanced 35% DL Balanced 26% DL + RLL Balanced 94% DL Balanced 68% DL + RLL Balanced 100% DL Balanced 74% DL + RLL Balanced 96% DL Balanced 70% DL + RLL Balanced 67% DL Balanced 49% DL + RLL Balanced 97% DL Balanced 80% DL + RLL Balanced 39% DL Balanced 28% DL + RLL Balanced 91% DL Balanced 66% DL + RLL Balanced 100% DL Balanced 82% DL + RLL Balanced 42% DL Balanced 31% DL + RLL Balanced 91% DL Balanced 66% DL + RLL Balanced 97% DL Balanced 70% DL + RLL Balanced 35% DL Balanced 21% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced 98% DL Balanced 72% DL + RLL Balanced 100% DL Balanced 75% DL + RLL Balanced 69% DL Balanced 50% DL + RLL Balanced 85% DL Balanced 54% DL + RLL Balanced 24% DL Balanced 12% DL + RLL Balanced 86% DL Balanced 65% DL + RLL Balanced 80% DL Balanced 61% DL + RLL Balanced 82% DL Balanced 62% DL + RLL Balanced 50% DL Balanced 39% DL + RLL Balanced 68% DL Balanced 52% DL + RLL Balanced 88% DL Balanced 67% DL + RLL Balanced 80% DL Balanced 61% DL + RLL Balanced 45% DL Balanced 35% DL + RLL Balanced 170% DL Balanced 130% DL + RLL Balanced 240% DL Balanced 180% DL + RLL Balanced 97% DL Balanced70% DL + RLL Balanced 69% DL Balanced 50% DL + RLL Balanced 93% DL Balanced 68% DL + RLL Balanced 71% DL Balanced 51% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balancedundefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balancedundefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 45% DL Balanced 35% DL + RLL Balanced 81% DL Balanced 62% DL + RLL Balanced -8% DL Balanced -6.3% DL + RLL Balanced 84% DL Balanced 64% DL + RLL Balanced 85% DL Balanced 65% DL + RLL Balanced 72% DL Balanced 33% DL + RLL Balanced 68% DL Balanced 49% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced 6.1% DL Balanced 4.4% DL + RLL Balanced 99% DL Balanced 73% DL + RLL Balanced 99% DL Balanced 72% DL + RLL Balanced 94% DL Balanced 52% DL + RLL Balanced 68% DL Balanced 50% DL + RLL Balanced 91% DL Balanced 66% DL + RLL Balanced 37% DL Balanced27% DL + RLL Balanced 66% DL Balanced 48% DL + RLL Balanced 89% DL Balanced 64% DL + RLL Balanced 37% DL Balanced 27% DL + RLL Balanced 190% DL Balanced 150% DL + RLL Balanced 91% DL Balanced66% DL + RLL Balanced 99% DL Balanced 72% DL + RLL Balanced 68% DL Balanced 49% DL + RLL Balanced 100% DL Balanced 74% DL + RLL Balanced -4.6% DL Balanced -3.3% DL + RLL Balanced 98% DL Balanced 72% DL + RLL Balanced 99% DL Balanced 72% DL + RLL Balanced 97% DL Balanced 54% DL + RLL Balanced 51% DL Balanced 39% DL + RLL Balanced 86% DL Balanced 65% DL + RLL Balanced -8.8% DL Balanced -6.9% DL + RLL Balanced 80% DL Balanced 61% DL + RLL Balanced 85% DL Balanced 64% DL + RLL Balanced 78% DL Balanced 37% DL + RLL Balanced 250% DL Balanced 190% DL + RLL Balanced 88% DL Balanced 64% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude DSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; SSS Balance Percentages; Latitude Deflection Checks; User Notes; Mesh Input: Beams; Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 22 Appendix 7.9.1-63 80% DL Balanced 61% DL + RLL Balanced 98% DL Balanced 75% DL + RLL Balanced 99% DL Balanced 75% DL + RLL Balanced 120% DL Balanced 60% DL + RLL Balanced 96% DL Balanced 72% DL + RLL Balanced 80% DL Balanced 58% DL + RLL Balanced 85% DL Balanced 62% DL + RLL Balanced 91% DL Balanced 66% DL + RLL Balanced 95% DL Balanced 60% DL + RLL Balanced 100% DL Balanced 75% DL + RLL Balanced 76% DL Balanced 55% DL + RLL Balanced 85% DL Balanced 62% DL + RLL Balanced 94% DL Balanced 68% DL + RLL Balanced 87% DL Balanced 65% DL + RLL Balanced 59% DL Balanced 43% DL + RLL Balanced 70% DL Balanced 54% DL + RLL Balanced 110% DL Balanced 77% DL + RLL Balanced 75% DL Balanced 54% DL + RLL Balanced 85% DL Balanced 61% DL + RLL Balanced 91% DL Balanced 66% DL + RLL Balanced 110% DL Balanced 83% DL + RLL Balanced 94% DL Balanced 68% DL + RLL Balanced 110% DL Balanced 79% DL + RLL Balanced 71% DL Balanced 51% DL + RLL Balanced 97% DL Balanced 70% DL + RLL Balanced 97% DL Balanced 70% DL + RLL Balanced 120% DL Balanced 85% DL + RLL Balanced 98% DL Balanced 71% DL + RLL Balanced 120% DL Balanced 84% DL + RLL Balanced 76% DL Balanced 55% DL + RLL Balanced 100% DL Balanced 72% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced 140% DL Balanced 99% DL + RLL Balanced 96% DL Balanced 69% DL + RLL Balanced 110% DL Balanced 79% DL + RLL Balanced 71% DL Balanced 53% DL + RLL Balanced 100% DL Balanced 75% DL + RLL Balanced 120% DL Balanced 85% DL + RLL Balanced 120% DL Balanced 85% DL + RLL Balanced 81% DL Balanced 58% DL + RLL Balanced 130% DL Balanced 92% DL + RLL Balanced 110% DL Balanced 78% DL + RLL Balanced 110% DL Balanced 85% DL + RLL Balanced 78% DL Balanced 57% DL + RLL Balanced 96% DL Balanced 75% DL + RLL Balanced 86% DL Balanced 63% DL + RLL Balanced 94% DL Balanced 68% DL + RLL Balanced 110% DL Balanced 78% DL + RLL Balanced 77% DL Balanced 56% DL + RLL Balanced 110% DL Balanced 66% DL + RLL Balanced 88% DL Balanced 63% DL + RLL Balanced 84% DL Balanced 62% DL + RLL Balanced 91% DL Balanced 66% DL + RLL Balanced 93% DL Balanced 53% DL + RLL Balanced 140% DL Balanced 69% DL + RLL Balanced 92% DL Balanced 69% DL + RLL Balanced 92% DL Balanced 70% DL + RLL Balanced 98% DL Balanced 74% DL + RLL Balanced 120% DL Balanced 58% DL + RLL Balanced Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude DSs; DS Numbers; Longitude SSSs; SSS Hatching; SSS Balance Percentages; Longitude Deflection Checks; User Notes; Mesh Input: Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 23 Appendix 7.9.1-64 #1 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #2 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #3 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #4 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #5 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #6 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #7 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #8 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #9 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #10 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #11 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #12 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #13 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #14 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #15 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #16 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #17 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #18 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #19 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #20 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #21 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #22 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #23 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #24 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #25 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #26 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #27 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #28 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #29 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #30 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #31 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #32 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #33 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #34 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #35 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #36 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #37 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #38 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #39 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #40 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #41 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #42 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #43 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #44 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #45 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #46 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #47 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #48 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #49 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #50 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #51 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #52 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #53 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #54 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #55 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #56 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #57 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #58 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #59 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #60 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #61 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #62 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #63 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Design Strip: Punching Checks; Punching Check Numbers; Punching Check Criteria; Punching Check Sections; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 24 Appendix 7.9.1-65 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 4 4 4 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.75 1.75 1.75 1.75 1.75 1.75 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 1.75 1.75 1.75 1.75 1.75 1.75 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1.75 1.75 1.75 1.75 1.75 1.75 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 Generated Latitude Tendon: Tendons; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Generated Latitude Tendon: Standard Plan Generated Latitude Tendon: Standard Plan - 25 Appendix 7.9.1-66 4 4 1.75 7 2 7 2 7 4 4 4 4 4 4 6 1 7 1 7 1 7 4 4 4 4 4 4 4 4 4 7 1 4 4 1 7 4 4 4 4 4 4 7 1 4 4 1 7 4 4 4 4 4 4 4 4 4 4 7 1 7 4 4 4 4.5 7 1 7 4 4 4 4 4 4 7 1 7 4 4 4 4.5 7 1 7 4 4 4 4 4 4 7 2 7 4 4 4 4.5 7 2 7 4 4 4 4 4 4 4 4 4 4 7 1 4 4 1 7 4 4 4 4 4 4 7 1 4 4 1 7 4 4 4 4 4 4 4 4 4 7 1 7 1 7 1 7 4 4 4 4 4 4 7 2 6 2 7 2 7 4 4 4 1.7 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 10S F=268 10S F=268 10S F=268 10S F=268 20S F=536 20S F=536 20S F=536 20S F=536 10S F=268 10S F=268 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 10S F=268 10S F=268 20S F=536 20S F=536 20S F=536 20S F=536 10S F=268 10S F=268 10S F=268 10S F=268 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 6S F=161 6S F=161 6S F=161 6S F=161 16S F=428 16S F=428 16S F=428 16S F=428 10S F=268 14S F=375 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 8S F=214 8S F=214 20S F=536 20S F=536 20S F=536 20S F=536 12S F=321 12S F=321 12S F=321 12S F=321 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 Manual Longitude Tendon: Tendons; Num Strands; Tendon Forces; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: SSS Balance Percentages; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 26 Appendix 7.9.1-67 275 275 275 275 274 271 271 280 280 271 271 271 271 311 311 311 311 311 311 291 292 292 292 292 292 292 283 283 283 283 283 283 274 274 274 268 294 284 283 283 304 304 304 304 304 304 304 304 304 304 304 304 269 269 269 269 269 269 269 269 283 283 299 299248248299 299 137 303 284 292 292 292 312 312312 312 317 317 317 269 269 269 269 269 269 269 269 269 269 269 269 271 271 271 271 272 277 280 280 271 271 271 271 317 317 317 317 318 151 292 292 292 292 290 285303 298 299 299248299 299 299 291 291 272 272 272 272 291 292 292 283 283 283 283 286 292269 275 274 273 273 269 294 284 283 283 304 304 304 304 304 304 304 304 304 304 304 304 283 283246283 283 299 310 292 292 292 272 272 272 272 272 272 272 272 277 277 277 228 228 227 228 227 227 228 227 228 228 228 228 198 198 198 198 197 197 197 197 196 196 196 196 196 198 198 198 198 184 184 184 167184184 173 173 173 133 133 133 133 192 192 192 192 190 190 190 190 190 190 190 192 192 192 192 211 211 211 211 210 210 210 210 211 211 211 211 211 211 218 218 218 218 218 218 218 218 218 218 218 218 244 244 244 244 243 243 243 243 243 244 244 244 217 217 217 217 216 216 216 272 272 272 272 271 271 135 135 222 222 222 135 135 177 177 221 221 197 196 198 198 198 198 198 198 198 198 196 196 196 196 196 240 240 240 240 239 240 239 239 239 240 240 240 219 219 219 219 219 219 219 219 219 219 300 300 300 300 300 300 300 300 350 350 350 350 350 350 350 350 350 350 300 300 300 300 300 300 350 350 350 350 350 350 300 300 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 300 300 300 300 350 350 350 350 300 300 300 300 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 300 300 300 300 300 300 350 350 350 350 300 300 300 300 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slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 User Minimum Design: Precompression Plan User Minimum Design: Precompression Plan - 27 Appendix 7.9.1-68 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 1C-5 OK 1C-6 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 5C-5 OK 5C-6 OK 6C-1 OK 6C-2 OK 6C-3 OK 6C-4 OK 7C-1 OK 8C-1 OK 8C-2 OK 8C-3 OK 9C-1 OK 9C-2 OK 10L-1 OK 10C-1 OK10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12L-1 OK 12C-1 OK 12R-1 OK 13L-1 OK 13C-1 OK 13R-1 OK 14L-1 OK 14C-1 OK 14R-1 OK 15L-1 OK15C-1 OK 15R-1 OK 16C-1 OK 16C-2 OK 16C-3 OK 16C-4 OK 16C-5 OK 16C-6 OK 17C-1 OK 17C-2 OK 17C-3 OK 17C-4 OK 17C-5 OK 17C-6 OK 18C-1 OK 18C-2 OK 18C-3 OK 19C-1 OK 19C-2 OK 19C-3 OK 19C-4 OK 19C-5 OK 19C-6 OK 20C-1 OK 20C-2 OK 20C-3 OK 20C-4 OK 20C-5 OK 20C-6 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 21C-6 OK 22C-1 OK 23C-1 OK 23C-2 OK 24C-1 OK 24C-2 OK 24C-3 OK 24C-4 OK 25C-1 OK 25C-2 OK 25C-3 OK 25C-4 OK 25C-5 OK 26C-1 OK 26C-2 OK 27C-1 OK 27C-2 OK 28C-1 OK 29C-1 OK 30C-1 OK 31C-1 OK 31C-2 OK 32C-1 OK 32C-2 OK 33C-1 OK 33C-2 OK 33C-3 OK 34C-1 OK 34C-2 OK 34C-3 OK 35C-1 OK 35C-2 OK 35C-3 OK 36C-1 OK 36C-2 OK 36C-3 OK 37C-1 OK 37C-2 OK 37C-3 OK 38C-1 OK 38C-2 OK 38C-3 OK 39C-1 OK 39C-2 OK 40C-1 OK 40C-2 OK 40C-3 OK 41C-1 OK 42C-1 OK 42C-2 OK 42C-3 OK 43C-1 OK 43C-2 OK 44C-1 OK 44C-2 OK 44C-3 OK 44C-4 OK 44C-5 OK 45C-1 OK 45C-2 OK 45C-3 OK 45C-4 OK 45C-5 OK Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Initial Service Design: Status Plan Initial Service Design: Status Plan - 28 Appendix 7.9.1-69 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 1C-5 OK 1C-6 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 5C-5 OK 5C-6 OK 6C-1 OK 6C-2 OK 6C-3 OK 6C-4 OK 7C-1 OK 8C-1 OK 8C-2 OK 8C-3 OK 9C-1 OK 9C-2 OK 10L-1 OK 10C-1 OK10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12L-1 OK 12C-1 OK 12R-1 OK 13L-1 OK 13C-1 OK 13R-1 OK 14L-1 OK 14C-1 OK 14R-1 OK 15L-1 OK15C-1 OK 15R-1 OK 16C-1 OK 16C-2 OK 16C-3 OK 16C-4 OK 16C-5 OK 16C-6 OK 17C-1 OK 17C-2 OK 17C-3 OK 17C-4 OK 17C-5 OK 17C-6 OK 18C-1 OK 18C-2 OK 18C-3 OK 19C-1 OK 19C-2 OK 19C-3 OK 19C-4 OK 19C-5 OK 19C-6 OK 20C-1 OK 20C-2 OK 20C-3 OK 20C-4 OK 20C-5 OK 20C-6 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 21C-6 OK 22C-1 OK 23C-1 OK 23C-2 OK 24C-1 OK 24C-2 OK 24C-3 OK 24C-4 OK 25C-1 OK 25C-2 OK 25C-3 OK 25C-4 OK 25C-5 OK 26C-1 OK 26C-2 OK 27C-1 OK 27C-2 OK 28C-1 OK 29C-1 OK 30C-1 OK 31C-1 OK 31C-2 OK 32C-1 OK 32C-2 OK 33C-1 OK 33C-2 OK 33C-3 OK 34C-1 OK 34C-2 OK 34C-3 OK 35C-1 OK 35C-2 OK 35C-3 OK 36C-1 OK 36C-2 OK 36C-3 OK 37C-1 OK 37C-2 OK 37C-3 OK 38C-1 OK 38C-2 OK 38C-3 OK 39C-1 OK 39C-2 OK 40C-1 OK 40C-2 OK 40C-3 OK 41C-1 OK 42C-1 OK 42C-2 OK 42C-3 OK 43C-1 OK 43C-2 OK 44C-1 OK 44C-2 OK 44C-3 OK 44C-4 OK 44C-5 OK 45C-1 OK 45C-2 OK 45C-3 OK 45C-4 OK 45C-5 OK Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Service Design: Status Plan Service Design: Status Plan - 29 Appendix 7.9.1-70 -282 -184 -175 -274 -130 -26.6 -287 101 73.9 -166 -123 -135 125 162 -145 -77.5-78.6 243 325 -267 -291 -216 -209 -284 -198 -73.6 -282 -271 -357 -44.3 -297 -237 -222 -297-220 -118 -300 -275 -349 10.7 -290 -154 -167 -261 -114 -54.9 -259 -207 -211 84.7 85.8 -166 -131-133 132 155 -144 -47.2 -77.2 197 309 -258 -272 -67.5 -141 -283 -119 50.7 -201 -156 -186 110 137 -175 -156 -162 160 203 -148 -105-109 226 327 -262 181 -224 162 87.7 -164 -121 -164 86.1 176 -143 -109-115 227 334 -256 -193-199 -1.6 -15.7 49.5 -82.4 -62 -186 130 14.3 384 -31.6 39 -87.6-71.4 384 -130 -35.7 -76.6 165 266 -230 211 -163 -54.1 -84.2 185 264 -235 -0.0462-17.2-16.2-17.7-1.71 55.635.454.9 8.44 -17.4-16.5-17.2 8.15 44.826.942.6 -10.8-32.9-19 -53.9-68.8-54.6 83.36684.3 37.123.335.2 51.235.349.6 47.733.649.1 20.94.621.7 75.26277 2.95 -15.8 1.18 14.9 -4.16 13.1 48.532.549.2 15.4 -11.9-7.1-11.7 14.87071.151.971.169.3 2.32 -14.4-13.2-15 0.527 -257 335 172 -100 -82.5 -149 133 -36.3 -254 -45.8 107 -168 -145-146-136 -165 100 96.6 -173 -149 -202 69.2 -88.7 -275 -71 -270 306 194 -142 95.9 56 -168 46.9 81.3 -161 -142 -166 78.7 85.1 -210-208 -249 -37.8 -97.1 -305 -152 -236 264 198 -149 124 -0.833 -124 154 -229 281 214 -147 141 -17.8 -103 64.6 -49.4-75.1 32.3 -27.1 262 -68.5 87.6 -187-182 23.9 -328 -277 -295 -157 -207-193 -300 -194 -259 308 184 -62.5-62.4 -146 78.2 37.9 -156 92.1 109 -179 69.6 95.7 -218-217 -256 -51.7 -114 -315 -163 -262 325 161 -102 -76.2 -154 112 -30.9 -276 -42.3 111 -197 -172 -180 131 111 -190 -163 -216 59 -99.3 -284 -80.8 -81.1-111 280 -6.37 134 -198-198 55.6 -326 -270 -286 -93 -211-195 -306 -200 146 -330 214 131 -151 -129 -165 110 102 -186-183-184-183 -233 32.3 -119-199-168 -289-96.4 -188-266 -131 131 -266 222 178 -164-163-169 171 172 -181-178 -207 43.4 -111-128-127 -218-90.5 -111 -164 -47.7 -81 74.5 -257 327 250 -253 -139 -152 -35.4 -118 -112 -184 -81 107 -129 24.2 -86.795.3 -6.72 87 -70.9-43.5 -92.9-61.2-63.5 -75.1 -42.1-47.7 -18.5 -107-156 -44.5 -76 80.7 -250 289 228 -253 -128 -139 -22.8 -107-106 -177-73.2 -133-177-54.7 -107 64.6 -218-208-208-204 -210 20.5 -119 -236 -150 -158-218 -124 3.35 -213 -188 -191 41.4 -109 -99 -197-97.3 -141-186-61.3 -125 42.3 -220 -193 -207 1.03 -139 -131 -242 -160 -167-225 -136 -9.32 -215 -189 -196 22.9 -123 -102 -203-105 -187-221-91.6 -187 12.8 -243-231-233-229 -246 -17.1 -172 -164 -278 -186 -198 -265 -182 -67.7 -263 -208 -226 -58.2 -206 -144 -239-151 -143-178-89.6 -154 9.72 -212 -211 -247 283 -175 -265 -163 -255 -201-221 -116 -251 113 -63.7 -24.6 -79.3 14.4 -98.6 -32.4-55.8 3.09 -79.1 -37.5-56 -48.6-50.7-38.7-102 -42.1 270 -252 -132 -149 -40.4 -120 -114 -183 -79 -115-165 -54.5-91.5 64.4 -259 305 -136-211 -66-83.6 112 -224 218 197 -158 -157-158-150-151 190 182 -178-175 -196 73.9 -76.3 -226-82.2 -131 -236-135 -184 72.9 -254 173 168 -164 -137-142 158 128 -224 26.8 -140-208-182-250 -58.6 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152152 455 455 455 152 152 455 455 152 152 455455 455 152152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Service Design: Top Stress Plan Service Design: Top Stress Plan - 30 Appendix 7.9.1-71 -289 -325-315 -284 -220-291 -315 -132 -182-175-264 -198-124-147 -96.3-108-76.5-140 -182-74.1-90.5 -22 -121-111-206 -305 146 -297 -322-298 -328 -251-322 -327-256-259 -153 -358 -303 -331-303 -331 -257-322 -310-250-263 -182 -506 -297 -319-290 -293-204 -298 -259-194-218 -147 -182-164-251 -209-126-143 -87.1 -101-73.4-145 -162-61.9-98.6 -54.2 -114 -78-160 -289 149 -280 -341 -312-205 -337 -358 -1.75 -385 -393 29.5 -385 -392 80.8 -385 -499 211 -467 121 -448 -334 -8.25 -329 -385 96.4 -399 -533 217 -74 -210-144-178 67.1 -87.6 -257-212 -612 -91.8-183 59.6 -48.5 -74.7 11.9 -120-99.4-184 -304 142 -250 27.1 -141-119-204 -301 128 472496474 566626608628568 531621605623533 451468448 400448416 399389411391404 432445430 407450440449408 443461442 442471467469438 453376429374450 434462461462432 415437437438416 475394450393474 458476455 514 657617659 516 579649627650580 472452480453473 220 -519 -370 75.9 -342 -323 -146 -303 -337 22.4 -386 -381 4.49 -366 -309 -96.6 -305 146 -295 -185-115-115 -49.4 -89.7-78.1-145 -193 -33.9 -207 -166-99.2-133 -98.3 -133 -110-184 -242-156-170 -132 -197-184-251 -265-269-164 -296 126 -308 -244 0.0553 -182 -167 -66.3-103-16.9 139 -320 -254 24.2 -179 -123 -64.7 -152 28.5 -158-66.2 -470 -17.2 -290 -115 -477 -148 -263 -294-310-210 -306 147 -298 -177-107-117 -54.1 -83.7 -62-117 -177 -25.2 -200 -151-101-143 -115 -150-124-200 -262-173-192 -144 -204-185-253 -275-281-173 -302 214 -483 -323 52.9 -311 -306 -143 -342 -385 23.3 -401 -394 -6.21 -363 -301 -113 -307 37.6 -121 -86 -494 -188-239-118-124 -82.8 -514 -154 -239-237-306 -299-318-220 -317 -441 9.29 -217-213 -334 -249-153-173 -60.4 -166-139-231 -241-156-188 -104 -218-194-279 -201-292 -158 -272 -271-239 -326-268 -366 -6.1 -351 -321 -28.1 -288 -296 -42.1 -252 -204-238 -137 -256 -216-162 -245-191 -264 26.3 -463 -413 -19.3 -170 -170 -186 -181-207 -136 -235 -132-140 21.5 -57 -17.5 -184-61.7 -180-112 -141 -37.1 -114 -116 -71.9 -109 -209-158 -242-187 -264 47.1 -478 -436 -17.7 -162 -160 -186 -177-199 -127 -230 -226-189 -267-196 -274 -41 -254 -214 -232-139 -220 -217 -146-227-221 -240 -57.1 -247 -202-235 -153 -246 -231-196 -269-190 -261 -63.3 -238 -200 -231-147 -223 -222 -157-227-215 -231 -71.5 -240 -202-242 -162 -250 -231-209-303 -183 -281 -83.5 -283 -222 -242-159 -255 -251 -172-243-230 -257 -130 -199 -198 -234 -200 -268-194 -256 -218-199-263 -183 -255 -26.1 -489 -281 -206 -276 -160 -115 -239 -154 -412 -114 -99.1 -107 -83.2 -115 -101-141 -119-122-112-115 -132 -111 -126 -70.8 -106 -96.8 -151 -417 -24.2 -176 -166 -179 -179-205 -133 -235 -213-163 -248-189 -263 24.9 -459 -240 -180-261-190 -284 -11.6 -314 -307 -16.8 -303 -291 -27.3 -253 -200-232 -122 -271 -186-191-187-276-182 -303-209-219 -54 -281 -270 -4.88 -149-137-229 -214-135-158 -71.7 -208-194-254 -193-263 -127 -216 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152152 455 455 455 152 152 455 455 152 152 455455 455 152152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 31 Appendix 7.9.1-72 -0.655-49.3 -52.7 -93.8 -90 163 -95.6 -86 142 -84 -90.6 187 -119 -144 104 -1.24 -88.1 -119-114 -184 -174 249 -70.4 -1.21 -82.5 -111 -106 -170 -156 235 -77.8 -0.825 -62.3 -78.4-73.2 -130 -113 166 -97.5 -84.8 143 -81.6 -81.6 209 -119 -153 109 -0.45-31.7 -36.8-31.2 -61.3 -59.4 76.8 -52.2 -54.1 78.5 -54.6 -55.4 89.6 -67.7 -80.2 46.6 -13 79.6 -56.9 -45.8 68.4 -45.3 -50.5 76.4 -53.6 -67.4 41.4 -33.9 61.7 -33.1 -39.1 43.3 -4.65 68.8 -34.9 -69.6 271 -155 -196 126 -79.7 296 -183 -219 134 27.22927.3 9.0310.19.9610.19.05 6.427.667.427.666.43 68.872.668.4 8.539.658.98 27.927.628.927.628.1 59.963.159.6 8.199.128.969.118.21 67.771.467.6 66.571.566 9.297.828.927.799.24 52.757.252.4 31.533.731.5 9.78.199.328.189.69 68.772.568.2 4.966.486.016.484.97 9.0410.210.110.29.05 33.232.634.232.633.3 41.6 -66.9 -53 66.7 -41 -44.4 -31.9 -51 -48.4 65.7 -51.6 -49.8 66.2 -48.1 -43.3 10.4 -3.97 105 -142 -114 153 -83.7 -105 -68.7 -108 -89.5 141 -84.2 -91.5 156 -101 -103 16.7 -3.29 134 -222 -199 180 -167 -175 -56.3 -69.7 125 -201 -180 167 -148 -141 -63.9-76.6 -69 -41.5 73.4 14.2 70.4 -45.2 -87 229 -142 -146 1.16 -10.4 108 -155 -123 164 -83.9 -111 -73.9 -104 -83.5 141 -80.5 -88.8 166 -110 -114 15.6 -2.96 46.7 -79.6 -62.4 75.7 -48.4 -53.7 -36.8 -53.8 -51.9 78.5 -54.1 -52.5 77.1 -60.2 -53.4 10.1 -4.28 -37.7 69.3 11.641.939.244.8 -39.9 -97.1 249 -157 -146 0.812 -11.4 -12.3 113 -86 -76 91.9 -73.4 -73.9 92.1 -70.4 -61.8 24.2 1.89 2.9 9.2 -62.1 -85.7 188 -124 -118 170 -115 -114 174 -97.4 -85.4 25.6 -4.4 -2.6513.8 -113 -136 248 -58.8 -51.2 217 -108 -105 28.3 -8.48 5.282.08 30.2 17.725.4 1.32 -6.335.99 5.393.73 13 -1.15 -1.3 2.22 2.06 9.14 -2.3214.1 -113 -139 254 -59.7 -53.2 220 -110 -106 29.6 -9.56 -1.3710.2 -120 -146 257 -127 -109 33.4 -0.355 -0.7719.99 -110 -125 245 -135 -118 26.8 -8.13 -0.8949.76 -116 -140 248 -121 -104 31.8 0.914 -0.2838.6 -107 -121 241 -130 -115 25.3 -7.21 4.919.7 -91.3 -115 153 -107 -86.9 25.1 -1.05 -1.187.6 -87.3 -101 141 -101 -88.1 17.8 -1.1 1.91 7.37 -84 -101 179 -39.2 -1.35 19.4 -91.4 -85.2 173 -15.8 5.66 -0.548 0.762 -1.36 -0.67 7.13 -0.363 0.537 0.1120.474 -1.93-1.38 5.92 0.2641.38 -2.37 11.8 1.07 8.24 6.98 -53.1 214 -105 -104 29.2 -8.64 -1.4114.2 -111 -135 248 -53.9 1.71 18.7 -97.9 -120 202 -132 -133 188 -132 -128 194 -111 -96.9 34.1 -5.64 4.69 11.7 -32.2 -42.8 64.6 -32.9 -32.6 62.7 -45.3 -43.6 60.5 -38.6 -34 17.2 1.31 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Max Moment) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Strength Design: Max Bending Moment Plan Strength Design: Max Bending Moment Plan - 32 Appendix 7.9.1-73 -1.51 -88.9 -87 -66.2 -133 -189 78.4 -217 -200 68.7 -202 -223 87.5 -257 -272 12.6 -2.35 -156 -158-136 -239 -309 132 -200 -2.42 -145 -149-127 -223 -285 120 -261 -2 -130 -119-90.8 -187 -221 77.6 -223 -199 69.3 -200 -217 108 -264 -288 13.4 -0.817 -72.2 -56.9-39 -83.1 -112 41.6 -107 -109 42.3 -110 -117 47.6 -129 -136 11.4 -59.3 46.2 -107 -98.4 33.9 -98.5 -110 38.2 -112 -119 10.6 -77.8 43.8 -78.6 -76.4 23.8 -31.4 47.7 -77 -260 145 -332 -358 15.2 -260 159 -373 -392 12.5 6.67.536.78 2.552.972.59 1.892.422.392.441.91 6.688.876.93 1.31.661.44 5.316.055.52 6.778.716.76 0.8931.180.931 5.817.946.01 7.089.096.8 1.241.151.361.131.23 7.89.727.73 5.346.475.53 1.381.31.531.311.42 7.449.487.3 1.442.041.922.051.46 2.542.992.58 7.678.527.87 10.9 -118 -103 34.1 -89.3 -61.5 -38.8 -70 -97.2 33.2 -100 -101 32.2 -98.2 -72.6 -3.42-24.8 13.3 -267 -241 67.5 -185 -157 -91.8 -159 -182 72.3 -201 -213 70.1 -209 -174 -12.1-45.2 12.8 -390 -371 63.9 -315 -242 -87.6-130 14.8 -362 -342 57 -290 -209 -95.3 -147 -70.9 46.7 -7.06 35.216.222.2 -74.9 -261 113 -258 -206 -20.8-44.6 13.5 -288 -257 74.8 -196 -164 -90.7 -163 -183 72.3 -199 -214 79 -225 -186 -12.8-46.9 11.6 -134 -117 41.7 -100 -73.6 -42.9 -75.6 -105 44.3 -109 -108 41.4 -114 -85.5 -4.88-27.4 -67.7 40.9 -13.5 7.930.4224.6 -72.9 -285 129 -292 -207 -21.4-44.8 -87 63.1 -174 -160 39.5 -158 -157 40.5 -155 -119 1.78 -36.1 -21 -3.85 -106 -191 103 -249 -237 94.3 -230 -234 93.1 -199 -138 -1.52-39.6 -36.2-13 -189 -268 133 -237 -201 114 -218 -167 -5.88-48.1 -63.1 -2.3 -29.7 -57.2-33.4 -63.2 -2.35 -13.4 -10.3 -12.6-11.4 -39.6 -36.4-14.4 -192 -272 135 -237 -208 114 -221 -169 -6.24-50.1 -34.2-14.1 -206 -299 128 -277 -182 5.47 -28.2 -24 -6.88 -172 -267 126 -281 -193 -6.04 -48 -32.6-13 -201 -290 124 -268 -174 5.28 -26.3 -22.5-6.9 -168 -261 123 -275 -189 -5.83-46.1 -18.8-6.39 -147 -222 66.7 -209 -132 6.29 -18.9 -14.9-3.34 -125 -195 63.2 -201 -136 -1.83-28.4 -22.7-10.4 -133 -194 102 -177 -28.7 -0.845 -132 -164 104 -144 -17.3 -10.5 -11 -9.11 -9.3 -5.05 -21.3 -1.79 -10.6-7.85 -46.2 -12.3-19.1-14 -14.8 -14-16.5-7.55 -34.3 -207 110 -217 -166 -5.84-48.9 -35.3-13.3 -188 -266 133 -234 -33.1-6.16 -170 -244 109 -269 -259 107 -257 -258 106 -226 -162 -1.48 -49 -14.6-0.118 -62.9 -105 25.7 -91.8 -90.5 24.5 -103 -101 23.1 -97.9 -67.7 1.47 -23.9 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Min Moment) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Strength Design: Min Bending Moment Plan Strength Design: Min Bending Moment Plan - 33 Appendix 7.9.1-74 7.11 31.1 3.64 27.3 -8.62-20.1 60.2 -5.42-21.2 55.3 -7.26-23.1 63.8 -7.38-21.5 -5.97 13.1 47 6.45 35 -19.9-35.3 60.6 25.7 12.5 44.6 7.186.87 33.4 -14.9-31 78.4 9.75 45.8 6.662.68 48.4 -5.11-22.6 65.9 -7 -21 56.8 -0.691 -22.9 70.2 -11.5-23.4 -5.55 4.62 25.5 0.589 16.3 -5.15-12.7 28 -6.97-12.1 28.1 -7.45-12.6 31.1 -7.91-11.8 -2.96 -2.87-8.26 26 -4.5 -9.93 24.1 -4.62-10.5 27.2 -6.29-9.81 -2.56 1.85 17.3 -5.66 8.33 0.0713 28.9 1.5 0.0938 10.61.5 28.1 0.0973 23.7 -9.91-27.7 93 -17.4-29.4 -6.74 -18.2-29.2 94.5 -18.8-32.5 -7.42 -0.765-0.773 1.711.68 -0.248 0.5030.495 -0.326-0.362 0.6090.548 -1.72 3.963.95 -0.185-0.197 0.480.477 -0.741 1.75 -1.61 4.17 -0.19-0.203 0.4850.454 -1.69 4.04 -1.56-1.6 4.154.05 -0.205 0.54 -1.47-1.52 3.823.69 -0.872-0.884 2.082.05 -0.212 0.535 -1.6-1.6 4.124.11 -0.275-0.333 0.5470.453 -0.26 0.504 -0.938 2.05 5.05 24 -3.98-10.2 26.2 0.0266 -1.66 10.7 -4.12-10.3 24.4 -5.11-9.85 28.1 -4.72-6.06 13.8 11.6 58.7 -2.76-22.4 58.3 1.26 -2.23 56.7 -2.9 -20.7 55.7 -6.24-21.7 62.1 -8.17-15 29.1 16.3 80 -12.6 -33.6 82.3 -28.2 34.1 15.2 75.9 -11.8-30.1 77.9 -26.4 37.6 9.543.27 11.2 -13.4 11.2 -1.53 44.6 -30.8 79.2 -26.7 25.9 12.4 64.1 -5.36 -24.3 65.8 0.991 -2.58 68.1 3.21 -20.4 57 -5.79-21.7 69.7 -12.7-16.4 28.7 5.8 27.5 -5.48-12.6 29.4 -1.31-2.8 11.1 -5.58-12.5 28.5 -6.58-11.9 32.6 -7.05-7.76 16.3 4.191.41 22.5 -14.2 13.92.84 40.8 -30.3 89.4 -25.9 25.4 -2.12-9.8 41.5 -8.35-12.6 38 -11 -12.8 42.7 -10.2 23.8 3.292.74 45.4 -13.2-22.3 67.7 -27.6 61.6 -25.6 54.3 -19.1 27.2 1.65 47.6 -18.4-30.2 73.3 -20.4-22.2 68.6 -23.4 31.4 7.87 14.3 5.45 24.8 7.58 0.281 19.8 3.8113.8 13.5 6.9610.28.61 12.6 4.01 -1.02 34.5 3.06 52.3 -14.5-30.6 75.5 -22.1-23.4 71.5 -23.5 36.7 3.1 51.5 -21.1-32.1 76.1 -25.2 29.2 1.22 49.7 -27.2 75.6 -25.4 32.3 2.92 49 -20 -31.2 73.6 -23.6 27.6 0.88 46.4 -27.5 72.9 -25.1 30.8 5 48.7 -10.9-21.5 53.9 -20.8 20.2 0.0168 36.6 -16.1-20.2 55.7 -18.2 21.2 3.823.75 48.3 -7.93-23.2 58.6 -0.437 -0.528 39 -22.8-23.3 54 9.85 9.01 10.1 -0.729 9.070.925 8.58 1.74 13.6 12.7 14.5 0.351 45.8 -21.4-23.9 69.9 -23.3 31.9 2.52 46.6 -18.1-30.1 72.4 3.56 54.9 -15.7-26.6 78.7 -20.2-28.6 103 -21.2-28.8 63.2 -21.5 33.2 0.87 24.1 -2.94-7.76 28.1 -3.02-6.55 28.2 -4.97-7.38 28.3 -5.85 16.6 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Max Shear) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Strength Design: Max Shear Plan Strength Design: Max Shear Plan - 34 Appendix 7.9.1-75 4.358.276.11 -19.2 5.80.331 -58.4 22.7 6.68 -55.2 21.1 6.53 -66.1 24.54.15 -58.5 -13 8.2618.913.9 -25.2 12.49.29 -94.3 26.4 -40.4 7.76 1712.2 -24.2 11.47.99 -90.8 30.4 5.9912.94.64 -26.6 15.3 -66.2 24 5.58 -56.8 20.7 7.77 -70.8 26.26.24 -63.6 -12.3 2.746.423.75 -12.8 4.663.21 -30.6 11.9 6.51 -28.1 12.1 6.98 -32.1 13.45.65 -27.6 -5.9 -29.1 11.2 6.86 -24.2 9.87 4.47 -31.7 10.73.59 -23.9 -5.13 -28.9 2.75 -12.4-0.761 -10.3 -1.02 -22.8 -0.498-10.9 13.8 -12.6 -1.59-3.15 -119 34.5 10.6 -75.1 -14.9 -92.7 39.1 15.3 -79.6 -16.3 -1.76-1.79 0.6910.687 -0.51-0.52 0.231 -0.553-0.614 0.3570.321 -4.06 1.651.65 -0.491-0.53 0.1640.163 -1.85 0.642 -4.09 1.74 -0.503-0.538 0.1650.154 -4.06 1.67 -3.81-3.9 1.841.79 -0.533 0.208 -3.59-3.72 1.611.56 -2.13-2.16 0.7880.778 -0.551 0.2 -3.91-3.94 1.78 -0.462-0.559 0.3230.267 -0.518 0.246 -2.13 0.854 2.45 9.836.56 -24.6 9.663.15 -7.53 2.56 -0.392 -26.7 10 5.2 -24.3 9.8 4.12 -19.1 0.128 5.13 21.66.38 -59.5 18.90.899 -30.3 13.7 -54.8 216.03 -60.1 21.6 6.04 -46.5 -6.01-6.49 7.45 30.417.2 -84.9 29.610.8 -65.8 -0.148 6.92 27.48.23 -77.3 26.49.18 -72 0.467 -18.2 0.112 -29 -1.99-17.9 2.03 -81.3 29.716.5 -45.6 -7.32 5.61 23.410.7 -65.3 20.20.426 -31.2 14.6 -60.2 20.45.77 -62.9 23.6 8.09 -50.4 -6.77-7.84 2.83 11.78.13 -28.1 11.84.69 -10.2 2.481.36 -30 12.3 7.3 -28 12.5 5.57 -23 0.289 -25.6 5.62 -28.6 1.52 -13.7 0.905 -78 34.6 16.8 -45.7 -6.14 -43.5 15.18.55 -37 11.83.45 -36.6 13.17.04 -35.6 -0.446-1.04 -21.1 10.42.08 -62.8 26.317.7 -60.1 25.317.3 -60.4 23.821.4 -43.4 0.9590.749 -24.5 18.210.2 -78.4 25.1 22.5 -64 28.5 26.4 -51 3.82 -44.8 -3.82 -41-1.32 -27.1 -0.233 -11.9-11.9 -46.8 -5.88 -6.22 -18.6 -11.8-15.1-14.9 -28.4 1810.6 -90.8 25.8 24.3 -66.6 26.8 26.1 -52.3 3.21 -24.1 18.910.5 -85.2 36.4 -47.1 2.51 -15.4 24 -75.1 32.3 -56 3 -23.2 18.410.1 -82.6 34.6 -44.7 3.24 -14.7 23 -73.4 32.4 31.8 -54 2.62 -15.7 13.93.73 -61.2 23.7 -36.4 2.95 -11.9 19.5 -56.6 20.6 17.3 -39.7 -0.324-0.721 -18.4 13.30.746 -65.9 18.2 14.9 -22.3 17.7 -53.5 15.4 12.5 -8.28 0.72 -2.98 -18.4 -3.59 -8.9-6.92 -31.8 -3.29 -22.5 -64.8 26.4 25.6 -51.1 3.88 -23.9 17.79.81 -78.5 23.4 19.1 -25.3 16.27.16 -73.1 28.315.5 -65.9 34.9 -67.1 27.926.9 -51.8 1.86 -12.3 4.692.91 -33.8 6.911.74 -26.7 7.67 1.9 -27.1 7.335.48 -22.2 0.825 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Min Shear) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Strength Design: Min Shear Plan Strength Design: Min Shear Plan - 35 Appendix 7.9.1-76 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 1C-5 OK 1C-6 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 5C-5 OK 5C-6 OK 6C-1 OK 6C-2 OK 6C-3 OK 6C-4 OK 7C-1 OK 8C-1 OK 8C-2 OK 8C-3 OK 9C-1 OK 9C-2 OK 10L-1 OK 10C-1 OK10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12L-1 OK 12C-1 OK 12R-1 OK 13L-1 OK 13C-1 OK 13R-1 OK 14L-1 OK 14C-1 OK 14R-1 OK 15L-1 OK15C-1 OK 15R-1 OK 16C-1 OK 16C-2 OK 16C-3 OK 16C-4 OK 16C-5 OK 16C-6 OK 17C-1 OK 17C-2 OK 17C-3 OK 17C-4 OK 17C-5 OK 17C-6 OK 18C-1 OK 18C-2 OK 18C-3 OK 19C-1 OK 19C-2 OK 19C-3 OK 19C-4 OK 19C-5 OK 19C-6 OK 20C-1 OK 20C-2 OK 20C-3 OK 20C-4 OK 20C-5 OK 20C-6 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 21C-6 OK 22C-1 OK 23C-1 OK 23C-2 OK 24C-1 OK 24C-2 OK 24C-3 OK 24C-4 OK 25C-1 OK 25C-2 OK 25C-3 OK 25C-4 OK 25C-5 OK 26C-1 OK 26C-2 OK 27C-1 OK 27C-2 OK 28C-1 OK 29C-1 OK 30C-1 OK 31C-1 OK 31C-2 OK 32C-1 OK 32C-2 OK 33C-1 OK 33C-2 OK 33C-3 OK 34C-1 OK 34C-2 OK 34C-3 OK 35C-1 OK 35C-2 OK 35C-3 OK 36C-1 OK 36C-2 OK 36C-3 OK 37C-1 OK 37C-2 OK 37C-3 OK 38C-1 OK 38C-2 OK 38C-3 OK 39C-1 OK 39C-2 OK 40C-1 OK 40C-2 OK 40C-3 OK 41C-1 OK 42C-1 OK 42C-2 OK 42C-3 OK 43C-1 OK 43C-2 OK 44C-1 OK 44C-2 OK 44C-3 OK 44C-4 OK 44C-5 OK 45C-1 OK 45C-2 OK 45C-3 OK 45C-4 OK 45C-5 OK 1 OK (non-standard section) 2 OK 3 OK 4 OK 5 OK (non-standard section) 6 OK (non-standard section) 7 OK with SSR 8 OK 9 OK 10 OK 11 OK 12 OK 13 OK with SSR 14 OK 15 OK 16 OK 17 OK with SSR 18 OK 19 OK 20 OK 21 OK with SSR 22 OK with SSR 23 OK 24 OK 25 OK with SSR 26 OK with SSR 27 OK 28 OK 29 OK with SSR 30 OK 31 OK 32 OK 33 OK 34 OK with SSR 35 OK 36 OK 37 OK with SSR 38 OK 39 OK 40 OK 41 OK 42 OK 43 OK 44 OK 45 OK 46 OK 47 OK 48 OK 49 OK with SSR 50 OK 51 OK 52 OK 53 OK with SSR 54 OK 55 OK 56 OK 57 OK 58 OK (non-standard section) 59 OK 60 OK 61 OK 62 OK 63 OK (non-standard section) Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Latitude Span Segment Deflection Checks; Longitude Span Segment Deflection Checks; Span Segment Deflection Check Status; Latitude Deflection Checks; Longitude Deflection Checks; Deflection Check Status; User Notes; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Status: Status Plan Design Status: Status Plan - 36 Appendix 7.9.1-77 (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x12T #5x12@6T #5x12@6T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x12@6T #5x12@6T (7)#5x25T (9)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (9)#5x25T (7)#5x25T #5x12@12T #5x12@12T (7)#5x25T (9)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (9)#5x25T (7)#5x25T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T #5x12@6T #5x12@6T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x12@6T #5x12@6T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x25T (7)#5x25T (7)#5x15T (7)#5x25T (7)#5x15T (7)#5x25T (7)#5x25T #5x12@6T #5x12@6T #5x12@6T #5x12@6T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T #5x11.2@6T #5x12@6T #5x11.2@6T #5x12@6T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x15T (7)#5x15T (7)#5x25T (7)#5x25T (7)#5x12T (7)#5x12T (7)#5x25T 7 #5 T. 7 #5 T. 4 #5 T. 7 #5 T. 3 #5 T. 3 #5 T. 2 #5 T. 5 #5 T. 5 #5 T.5 #5 T. 3 #5 T. 5 #5 T. 4 #5 T. 4 #5 T. 8 #5 T. 8 #5 T. 4 #5 T. 5 #5 T. 5 #5 T. 4 #5 T. 4 #5 T. 4 #5 T. 4 #5 T. 8 #5 T. 8 #5 T. Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 37 Appendix 7.9.1-78 (4)#5x30B (5)#5x6B (5)#5x12B (5)#5x6B (5)#5x6B (5)#5x12B (5)#5x6B (5)#5x12B (5)#5x6B (4)#5x40B (4)#5x40B #5x12@6B #5x12@6B (4)#5x40B (4)#5x40B (5)#5x6B (5)#5x6B (5)#5x6B (5)#5x12B (5)#5x12B (5)#5x6B (5)#5x6B (5)#5x6B Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Status: Bottom Reinforcement Plan Design Status: Bottom Reinforcement Plan - 38 Appendix 7.9.1-79 1 OK (non-standard section) 2 OK 3 OK 4 OK 5 OK (non-standard section) 6 OK (non-standard section) 7 OK with SSR 8 OK 9 OK 10 OK 11 OK 12 OK 13 OK with SSR 14 OK 15 OK 16 OK 17 OK with SSR 18 OK 19 OK 20 OK 21 OK with SSR 22 OK with SSR 23 OK 24 OK 25 OK with SSR 26 OK with SSR 27 OK 28 OK 29 OK with SSR 30 OK 31 OK 32 OK 33 OK 34 OK with SSR 35 OK 36 OK 37 OK with SSR 38 OK 39 OK 40 OK 41 OK 42 OK 43 OK 44 OK 45 OK 46 OK 47 OK 48 OK 49 OK with SSR 50 OK 51 OK 52 OK 53 OK with SSR 54 OK 55 OK 56 OK 57 OK 58 OK (non-standard section) 59 OK 60 OK 61 OK 62 OK 63 OK (non-standard section) Design Status: PC Designs; PC Design Numbers; PC Design Status; PC Design Sections; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 39 Appendix 7.9.1-80 -117 15815813213281.1Max Stress=158 Design Strip Max Mr 80.9 123 142 99.4 99.480.9Max Stress=142 Design Strip Max Fz 88.7 126 124 87.1 87.188.7Max Stress=126 Design Strip Max Fz 60.7 118 154 96.9 96.960.7Max Stress=154 Design Strip Max Mr 143 57.7 57.7 25.2 Max Stress=143 Design Strip Max Fz 41.8 125125-78.2Max Stress=125 Design Strip Max Fz 107 268268152152 -8.84-8.84107 61 7373 81.181.175.675.6 53.753.7 33.5 29.8 39.139.1 61 Max Stress=268 Design Strip Max Fz Max Stress=81.1 Design Strip Max Mr 193 92.4 92.4 108 108 209 209 193Max Stress=209 Design Strip Max Fz 196 103 103 97.8 97.8 190 190 196Max Stress=196 Design Strip Max Fz 200 11311351.551.5 139139 200 Max Stress=200 Design Strip Max Fz 110 37.3-2.12 70.270.2 110 Max Stress=110 Design Strip Max Fz 10.4 22.622.69191 78.978.910.4 Max Stress=91 Design Strip Max Ms 91.8 250250273273 11511591.869.5 8282 99.499.4101101 87.187.1 74.674.6 57.257.255.755.7 69.5 Max Stress=273 Design Strip Max Fz Max Stress=101 Design Strip Max Mr 190 104104112112 197197 190 Max Stress=197 Design Strip Max Fz 103 27.326.8 102102 103 Max Stress=103 Design Strip Max Fz 81 91.791.719.519.5 8.748.74 81 Max Stress=91.7 Design Strip Min Ms 120 281281252252 91.191.112075.5 88.488.4 103103101101 83.283.2 70.370.3 56.156.157.657.6 75.5 Max Stress=281 Design Strip Max Fz Max Stress=103 Design Strip Max Mr 207 118118102102 191191 207 Max Stress=207 Design Strip Max Fz 110 32.124 102102 110 Max Stress=110 Design Strip Max Fz 51.7 83.283.275.675.6 44.1 Max Stress=83.2 Design Strip Max Fz 111 293293276276 94.294.2111 70.9 81.181.1 94.894.893.793.7 7777 66.766.7 53.153.154.154.1 70.9 Max Stress=293 Design Strip Max Fz Max Stress=94.8 Design Strip Max Mr 227 95.595.586.286.2 218218 22786.8 66.966.9 51.951.950.950.9 63.663.6 83.583.5 98.598.599.599.5 86.8 Max Stress=227 Design Strip Max Fz Max Stress=99.5 Design Strip Min Mr 112 3.87-3.89 104104 112 Max Stress=112 Design Strip Max Fz 8.73 86.786.776.876.8 -1.12 Max Stress=86.7 Design Strip Max Fz 91.3 226226210210 75.275.291.363.8 8383 94.694.693.193.1 7878 58.858.8 47.247.248.648.6 63.8 Max Stress=226 Design Strip Max Fz Max Stress=94.6 Design Strip Max Mr 247 10910988.788.7 226226 24778.4 65.565.5 50.650.649.249.2 6060 72.972.9 87.787.789.189.1 78.4 Max Stress=247 Design Strip Max Fz Max Stress=89.1 Design Strip Min Mr 107 32.625.7 100100 107 Max Stress=107 Design Strip Max Fz 39.2 69.269.285.285.2 55.2 Max Stress=85.2 Design Strip Max Fz 81.8 257257294294 119119 81.869.4 83.283.2 103103106106 91.691.6 77.877.8 57.657.655.255.2 69.4 Max Stress=294 Design Strip Max Fz Max Stress=106 Design Strip Max Mr 208 78.178.193.693.6 223223 208 Max Stress=223 Design Strip Max Fz 100 -0.2131.87 103103 100 Max Stress=103 Design Strip Max Fz 32 78.278.225.225.2 -20.9 Max Stress=78.2 Design Strip Min Ms 71.7 205205221221 87.287.271.7 Max Stress=221 Design Strip Max Fz 215 81.181.1113113 246246 21579.5 62.562.5 51.151.153.453.4 70.570.5 87.687.6 98.998.996.696.6 79.5 Max Stress=246 Design Strip Max Fz Max Stress=98.9 Design Strip Min Mr 92 20.236.8 109109 92 Max Stress=109 Design Strip Max Fz 8.23 14.714.774.874.8 68.368.38.23 Max Stress=74.8 Design Strip Max Fz 26.3 165165245245 10610626.347.5 63.863.8 86.386.392.192.1 81.581.5 65.265.2 42.842.836.936.9 47.5 Max Stress=245 Design Strip Max Fz Max Stress=92.1 Design Strip Max Mr 133 38.638.69999 193193 133 Max Stress=193 Design Strip Max Fz 33.8 -41.344.4 11911933.8 Max Stress=119 Design Strip Max Ms -41.2 9.099.0998.898.8 48.5 Max Stress=98.8 Design Strip Max Ms 31.7 123123189189 96.796.731.7 Max Stress=189 Design Strip Max Fz 133 37.837.899.999.9 195195 133 Max Stress=195 Design Strip Max Fz 44.4 1.7546.9 89.589.544.4 Max Stress=89.5 Design Strip Max Fz 67.7 81.581.523.923.9 10.110.167.7 Max Stress=81.5 Design Strip Max Fz 107 230230154154 31.631.6107 Max Stress=230 Design Strip Min Ms 168 10710754.754.7 116116 168 Max Stress=168 Design Strip Min Ms 91.6 49.82.25 4444 91.6 Max Stress=91.6 Design Strip Max Fz 18.1 29.829.88181 69.469.418.1 Max Stress=81 Design Strip Max Ms 106 265265258258 98.898.810672.7 85.385.3 10010099.799.7 83.483.4 70.870.8 55.855.856.456.4 72.7 Max Stress=265 Design Strip Max Fz Max Stress=100 Design Strip Max Mr 198 111111103103 190190 198 Max Stress=198 Design Strip Max Fz 102 25.328.3 105105 102 Max Stress=105 Design Strip Max Fz 26.6 63.863.8106106 68.568.526.6 Max Stress=106 Design Strip Max Fz 69.2 212212281281 13813869.257.1 69.869.8 919195.395.3 8585 72.372.3 51.151.146.846.8 57.1 Max Stress=281 Design Strip Max Fz Max Stress=95.3 Design Strip Max Mr 109 207 207 220 220 122 122 109Max Stress=220 Design Strip Max Fz 115 213 213 210 210 113 113 115Max Stress=213 Design Strip Max Fz 169 80.280.2136136 225225 169 Max Stress=225 Design Strip Max Fz 96.9 0.87936.4 13213296.9 Max Stress=132 Design Strip Max Fz 9.8871.971.9 31.8 Max Stress=71.9 Design Strip Max Fz 10.8 79.479.4135135 66.566.510.8 Max Stress=135 Design Strip Max Fz 32.2 81.9 81.9 8585 35.3 Max Stress=85 Design Strip Max Fz 36 84.6 84.6 85.6 85.6 37 Max Stress=85.6 Design Strip Max Fz 1781.881.8 114114 49.6 Max Stress=114 Design Strip Max Fz 10.5 96.296.2 5.69 Max Stress=96.2 Design Strip Max Fz Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Design Status - Punching Plot: (Stresses,Max Stress,Controlling)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context) 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Status: Punching Shear Stress Plan Design Status: Punching Shear Stress Plan - 40 Appendix 7.9.1-81 Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 03_VE_V1.cpt - 2024-06-11 Design Status: SSR Plan Design Status: SSR Plan - 41 Appendix 7.9.1-82 3rd B_PT slab design_LEVEL 6_VE_V1.cpt 2024-06-11 RAM Concept © 2023 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 23.0.1 Appendix 7.9.1-83 Units ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................3 Signs ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................4 Materials ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5 Loadings ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................7 Load Combinations ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8 Design Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................12 Detailing Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................13 Load History ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................14 Tendon Parameters Groups ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................15 Deflection Checks ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................16 Mesh Input: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................17 SDL: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................18 LL Red: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................19 LL Unred: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................20 Total Long-term Deflection: Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................21 Design Strip: Latitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................22 Design Strip: Longitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................23 Design Strip: Punching Checks Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................24 Generated Latitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................25 Manual Longitude Tendon: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................26 User Minimum Design: Precompression Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................27 Initial Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................28 Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................29 Service Design: Top Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................30 Service Design: Bottom Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................31 Strength Design: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................32 Strength Design: Min Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................33 Strength Design: Max shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................34 Strength Design: Min Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................35 Design Status: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................36 Design Status: Top Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................37 Design Status: Bottom Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................38 Design Status: Punching Shear Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................39 Design Status: Punching Shear Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................40 Design Status: SSR Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................41 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Table of Contents Table of Contents - 2 Appendix 7.9.1-84 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/°Line Moment Spring: k/°Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³Reinforcing Area: in²Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft²Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: °F 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Units Units - 3 Appendix 7.9.1-85 Positive Loads Positive Analysis Positive Reactions 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Signs Signs - 4 Appendix 7.9.1-86 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Thermal Exp Coeff Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 5750 psi 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 3122000 4322000 8000 psi 150 150 3000 8000 3725 9754 0.2 5.556e-6 Code 2500000 3000000 Stiff 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 31220000 43220000 PT Systems System Name Strand Duct Anchor fse (ksi) Long-Term Losses (ksi) Min Radius (feet) ½" Unbonded ½" Unbonded ½" Unbonded ½" Unbonded 175 22 6 ½" Bonded ½" Bonded ½" Bonded ½" Bonded 160 22 6 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 175 22 8 0.6" Bonded 0.6" Bonded 0.6" Bonded 0.6" Bonded 160 22 8 HARPED HARPED HARPED HARPED 175 22 0 Strand Materials Strand Name Aps (in²) Eps (ksi) fpy (ksi) fpu (ksi) ½" Unbonded 0.153 28000 243 270 ½" Bonded 0.153 28000 243 270 0.6" Unbonded 0.217 28000 243 270 0.6" Bonded 0.217 28000 243 270 HARPED 0.153 28000 243 270 Duct Systems Duct Name Type Shape Material Duct Height (inches) Duct Width (inches) Max Strands Per Duct Wobble Friction (1/feet) Angular Friction (1/radians) ½" Unbonded unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 ½" Bonded bonded Flat Corrugated Plastic 1 3 4 0.001 0.2 0.6" Unbonded unbonded Round Tightly Sheathed 0.6 0.6 1 0.0014 0.07 0.6" Bonded bonded Flat Corrugated Plastic 1 4 4 0.001 0.2 HARPED unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 Anchor Systems 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Materials Materials - 5 Appendix 7.9.1-87 Anchor Systems Anchor Name Type Jacking Stress (ksi) Anchor Friction Seating Distance (inches) ½" Unbonded Monostrand 216 0 0.25 ½" Bonded Flat Multi-Plane 216 0.02 0.25 0.6" Unbonded Monostrand 216 0 0.25 0.6" Bonded Flat Multi-Plane 216 0.02 0.25 HARPED Monostrand 216 0 0.25 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi)Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Materials (2) Materials - 6 Appendix 7.9.1-88 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 SDL Dead Normal 1 1 LL Red Live (Reducible)Normal 1 0 LL Unred Live (Unreducible)Normal 1 0 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Loadings Loadings - 7 Appendix 7.9.1-89 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 SDL 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 1 0 LL Unred 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + S 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Load Combinations Load Combinations - 8 Appendix 7.9.1-90 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.5 0.5 LL Unred 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 SDL 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Load Combinations (2) Load Combinations - 9 Appendix 7.9.1-91 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Total Long-term Deflection 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Load Combinations (3) Load Combinations - 10 Appendix 7.9.1-92 Total Long-term Deflection Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 3 3 Balance Loading 3 3 SDL 3 3 LL Red 1 1 LL Unred 1 1 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Load Combinations (4) Load Combinations - 11 Appendix 7.9.1-93 Code Minimum Design 318-14 Min. Reinforcement User Minimum Design 318-14 Min. Reinforcement Initial Service Design 318-14 Initial Service Design Service Design 318-14 Service Design Include detailed section analysis Sustained Service Design 318-14 Sustained Service Design Strength Design 318-14 Strength Design Punching Shear Design Ductility Design 318-14 Ductility Design 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Rules Design Rules - 12 Appendix 7.9.1-94 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Detailing Rules Detailing Rules - 13 Appendix 7.9.1-95 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Load History Load History - 14 Appendix 7.9.1-96 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet)Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches)Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Tendon Parameters Groups Tendon Parameters Groups - 15 Appendix 7.9.1-97 Deflection Checks Deflection Check Name Layer Diff. Layer Downward Limit (inches) Downward Limit (L/Δ) Upward Limit (inches) Upward Limit (L/Δ) Deflection Measure Appendix 7.9.1-98 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJ LEVEL 05 RAMP LEVEL 05-06 LEVEL 06 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=3 t=8 TOC=0 Priority=310 x 18 Priority=6 28 x 36 Priority=6 10 x 18 Priority=6 20 x 68 Priority=6 24 x 36 Priority=6 10 x 18 Priority=6 20 x 36 Priority=6 10 x 18 Priority=6 Mesh Input: Beams; Beam Dimensions; Beam Priorities; Slab Areas; Slab Area Thicknesses; Slab Area Elevations; Slab Area Priorities; Slab Openings; Slab Opening Hatching; Walls Above; Walls Below; Columns Above; Columns Below; User Notes; Drawing Import: S-GRID; S-GRID-IDEN; Longitude Tendon Parameters: Banded Tendons; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Mesh Input: Standard Plan Mesh Input: Standard Plan - 17 Appendix 7.9.1-99 Fz=0.24 Fz=0.24Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.41 Fz=0.41 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=12 Fz=12 Fz=12 Fz=12 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=12 Fz=12 Fz=12 Fz=12 Fz=50 Fz=50 Fz=50 Fz=50 Fz=50 Fz=50 Fz=50 Fz=50 Fz=50 Fz=50 Fz=12 Fz=12 Fz=12 Fz=12 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 Fz=5 SDL: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 SDL: All Loads Plan SDL: All Loads Plan - 18 Appendix 7.9.1-100 Fz=20 Fz=20Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 LL Red: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 LL Red: All Loads Plan LL Red: All Loads Plan - 19 Appendix 7.9.1-101 Fz=0.398 Fz=0.398 Fz=125 Fz=125 Fz=125 Fz=125 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=40 Fz=100 Fz=100 Fz=100 Fz=100 Fz=5 Fz=5 Fz=5Fz=5 Fz=5 Fz=5 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 LL Unred: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 LL Unred: All Loads Plan LL Unred: All Loads Plan - 20 Appendix 7.9.1-102 0.2 0.08 0.16 0.04 0.04 0.040.040.04 0.2 0.04 0.08 0.16 0.08 0.08 0.04 0.08 0.2 0.08 0.08 0.16 0.08 0.04 0.08 0.2 0.08 0.04 0.04 0.12 0.04 0.2 0.08 0.2 0.2 0.08 0.12 0.08 0.2 0.12 0.12 0.08 0.12 0.08 0.12 0.12 0.08 0.12 0.12 0.12 0.16 0.08 0.16 0.08 0.08 0.16 0.08 0.08 0.04 0.04 0.2 0.04 0.12 0.12 0.04 0.12 0.12 0.12 0 0.08 0 0.08 0.24 0.04 0.24 0.04 0.04 0.12 0.04 0.04 0.08 0.12 0.12 0.12 0.16 0.04 0.12 0.16 0.24 0.16 0.12 0.12 0.08 0.24 0.08 0.04 0.16 0.24 0.04 0.2 0.08 0.12 0.08 0 0.04 0.08 0 0 0.08 0.12 0.12 0.2 0 0.16 0.2 0.12 0.12 0.2 0.08 0.08 0.16 0 0.04 0.04 0.04 0.04 0.04 0 0.08 0 0 0 0.04 0.12 0 0.08 0 0.12 0.04 0 0.04 0.04 0 0 0.04 -0.04 0.04 -0.04 -0.04 0 -0.04 -0.04 0 -0.04 -0.04 0 0 -0.04 -0.04 -0.04 0 0 0 0 0 0 0 0 0 0 0.04 0.08 0 0.04 0.04 0.04 0.12 0.08 0.08 0.12 0.08 0.12 0.12 0.12 0.2 0.04 0.16 0.16 0.04 0.2 0.2 0.24 0.16 0.16 0.16 0.24 0.2 0.24 0.2 0.16 0.2 0.2 0.16 0.08 0.16 0.12 0.12 0.08 0.04 0.08 0.08 0.04 0.04 0.04 0 0 0 0.04 0.04 -0.04 0.08 -0.04 0.04 -0.04 0.04 0.040.04 0.04 0 0 0 0 0 -0.04 0 0 0 0 0.04 0 0 0.04 0.08 0.08 0.08 0 0.08 0.04 0.08 0.12 0.04 0.08 0.04 0.04 0.2 0.04 0.04 0.08 0.04 0.16 0.16 0.12 0.2 0 0.2 0 0.2 0.12 0 0.12 0.16 0.16 0.12 0.12 0.16 0.08 0.08 0 0.08 0.04 0.2 0.04 0.04 0.2 0.04 0.16 0.12 0.08 0.08 0 0 0.04 0.24 0.24 0 0.12 0 0.12 0.04 0 0.04 0.04 0.08 0.08 0.08 0.16 0.08 0.16 0.12 0.08 0.12 0.08 0.04 0.08 0.12 0.08 0.08 0.12 0.12 0.08 0.04 0.08 0.04 0.12 0.04 0.16 0.04 0.04 0.12 0.16 0.08 0.12 0.04 0.04 0.080.08 0.12 0 0.12 0.08 0.08 0.04 0 0.04 0.12 0.08 0.04 0.08 0.08 0 0.04 0.04 0.04 Total Long-term Deflection: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Total Long-term Deflection - Vertical Deflection Plot (Maximum Values) -0.08 -0.04 0 0.04 0.08 0.12 0.16 0.2 0.24 Min Value = -0.08131 inches @ (93.29,61.59) Max Value = 0.2795 inches @ (119.8,123.3) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Total Long-term Deflection: Max Deflection Plan Total Long-term Deflection: Max Deflection Plan - 21 Appendix 7.9.1-103 87% DL Balanced 72% DL + RLL Balanced 33% DL Balanced 25% DL + RLL Balanced 94% DL Balanced 68% DL + RLL Balanced 75% DL Balanced 55% DL + RLL Balanced 89% DL Balanced 89% DL + RLL Balanced 88% DL Balanced 88% DL + RLL Balanced 99% DL Balanced 81% DL + RLL Balanced 34% DL Balanced 24% DL + RLL Balanced 94% DL Balanced 68% DL + RLL Balanced 98% DL Balanced 80% DL + RLL Balanced 35% DL Balanced 25% DL + RLL Balanced 93% DL Balanced 67% DL + RLL Balanced 45% DL Balanced 28% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 5.7% DL Balanced 3.8% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 120% DL Balanced 80% DL + RLL Balanced 100% DL Balanced96% DL + RLL Balanced 68% DL Balanced 65% DL + RLL Balanced 96% DL Balanced 67% DL + RLL Balanced 35% DL Balanced 19% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced 98% DL Balanced 72% DL + RLL Balanced 100% DL Balanced 97% DL + RLL Balanced 70% DL Balanced 67% DL + RLL Balanced 91% DL Balanced 57% DL + RLL Balanced 26% DL Balanced 13% DL + RLL Balanced 91% DL Balanced 69% DL + RLL Balanced 85% DL Balanced 64% DL + RLL Balanced 86% DL Balanced 83% DL + RLL Balanced 54% DL Balanced 52% DL + RLL Balanced 74% DL Balanced 57% DL + RLL Balanced 72% DL Balanced 55% DL + RLL Balanced 86% DL Balanced 87% DL + RLL Balanced 93% DL Balanced 93% DL + RLL Balanced 130% DL Balanced 100% DL + RLL Balanced 96% DL Balanced 96% DL + RLL Balanced 89% DL Balanced 89% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balancedundefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 64% DL Balanced 61% DL + RLL Balanced 86% DL Balanced 82% DL + RLL Balanced 26% DL Balanced 21% DL + RLL Balanced 140% DL Balanced 100% DL + RLL Balanced 68% DL Balanced 65% DL + RLL Balanced 100% DL Balanced 98% DL + RLL Balanced -5.5% DL Balanced -5.1% DL + RLL Balanced 96% DL Balanced 70% DL + RLL Balanced 99% DL Balanced 72% DL + RLL Balanced 97% DL Balanced 54% DL + RLL Balanced 54% DL Balanced 52% DL + RLL Balanced 91% DL Balanced 88% DL + RLL Balanced -9.1% DL Balanced -8.7% DL + RLL Balanced 85% DL Balanced 64% DL + RLL Balanced 90% DL Balanced 68% DL + RLL Balanced 85% DL Balanced 40% DL + RLL Balanced 110% DL Balanced 33% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 8.8% DL Balanced 5.7% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 150% DL Balanced 110% DL + RLL Balanced 65% DL Balanced 50% DL + RLL Balanced 96% DL Balanced 73% DL + RLL Balanced 84% DL Balanced 39% DL + RLL Balanced 71% DL Balanced 52% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced 94% DL Balanced 53% DL + RLL Balanced 89% DL Balanced 65% DL + RLL Balanced 69% DL Balanced 50% DL + RLL Balanced 87% DL Balanced 63% DL + RLL Balanced 68% DL Balanced 49% DL + RLL Balanced Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude DSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; SSS Balance Percentages; Latitude Deflection Checks; User Notes; Mesh Input: Beams; Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 22 Appendix 7.9.1-104 80% DL Balanced 59% DL + RLL Balanced 99% DL Balanced 73% DL + RLL Balanced 99% DL Balanced 72% DL + RLL Balanced 120% DL Balanced 59% DL + RLL Balanced 98% DL Balanced 73% DL + RLL Balanced 82% DL Balanced 59% DL + RLL Balanced 89% DL Balanced 64% DL + RLL Balanced 93% DL Balanced 67% DL + RLL Balanced 94% DL Balanced 57% DL + RLL Balanced 74% DL Balanced 53% DL + RLL Balanced 97% DL Balanced 70% DL + RLL Balanced 72% DL Balanced 52% DL + RLL Balanced 86% DL Balanced 62% DL + RLL Balanced 92% DL Balanced 66% DL + RLL Balanced 82% DL Balanced 75% DL + RLL Balanced 120% DL Balanced 98% DL + RLL Balanced 83% DL Balanced 69% DL + RLL Balanced 85% DL Balanced 70% DL + RLL Balanced 90% DL Balanced 74% DL + RLL Balanced 120% DL Balanced 120% DL + RLL Balanced 100% DL Balanced 100% DL + RLL Balanced 120% DL Balanced 120% DL + RLL Balanced 70% DL Balanced 66% DL + RLL Balanced 96% DL Balanced 92% DL + RLL Balanced 95% DL Balanced 91% DL + RLL Balanced 76% DL Balanced 73% DL + RLL Balanced 99% DL Balanced 95% DL + RLL Balanced 98% DL Balanced 94% DL + RLL Balanced 54% DL Balanced 49% DL + RLL Balanced 100% DL Balanced 96% DL + RLL Balanced 120% DL Balanced 110% DL + RLL Balanced 64% DL Balanced 55% DL + RLL Balanced 33% DL Balanced 30% DL + RLL Balanced 120% DL Balanced 95% DL + RLL Balanced 110% DL Balanced 85% DL + RLL Balanced -430% DL Balanced -370% DL + RLL Balanced -9.1% DL Balanced -5.8% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 100% DL Balanced 100% DL + RLL Balanced 210% DL Balanced 160% DL + RLL Balanced 78% DL Balanced 56% DL + RLL Balanced 87% DL Balanced 63% DL + RLL Balanced 92% DL Balanced 67% DL + RLL Balanced 100% DL Balanced 74% DL + RLL Balanced 72% DL Balanced 52% DL + RLL Balanced 84% DL Balanced 61% DL + RLL Balanced 110% DL Balanced 66% DL + RLL Balanced 90% DL Balanced 65% DL + RLL Balanced 88% DL Balanced 64% DL + RLL Balanced 92% DL Balanced 67% DL + RLL Balanced 91% DL Balanced 52% DL + RLL Balanced 140% DL Balanced 69% DL + RLL Balanced 92% DL Balanced 69% DL + RLL Balanced 92% DL Balanced 71% DL + RLL Balanced 98% DL Balanced 74% DL + RLL Balanced 120% DL Balanced 58% DL + RLL Balanced Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude DSs; Longitude SSSs; SSS Hatching; SSS Balance Percentages; Longitude Deflection Checks; User Notes; Mesh Input: Beams; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Status: Span Design Status; DS Design Status; Longitude Span Segment Deflection Checks; Span Segment Deflection Check Status; Longitude Deflection Checks; Deflection Check Status; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 23 Appendix 7.9.1-105 #1 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=176 influence area=544 max LLR=40 Reducible Loading Reduction=10.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=254 #2 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=339 influence area=1070 max LLR=40 Reducible Loading Reduction=29.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=262 #3 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=337 influence area=1070 max LLR=40 Reducible Loading Reduction=29.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=254 #4 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=260 influence area=806 max LLR=40 Reducible Loading Reduction=22.2 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=269 #5 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=89.1 influence area=305 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=284 #6 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=104 influence area=360 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=342 #7 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=447 influence area=1580 max LLR=40 Reducible Loading Reduction=37.2 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=288 #8 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=607 influence area=2230 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=256 #9 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=595 influence area=2210 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=249 #10 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=490 influence area=1770 max LLR=40 Reducible Loading Reduction=39.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=251 #11 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=171 influence area=653 max LLR=40 Reducible Loading Reduction=16.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=275 #12 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=196 influence area=783 max LLR=40 Reducible Loading Reduction=21.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=286 #13 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=625 influence area=2260 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=243 #14 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=619 influence area=2290 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=210 #15 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=239 influence area=957 max LLR=40 Reducible Loading Reduction=26.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=262 #16 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=200 influence area=799 max LLR=40 Reducible Loading Reduction=21.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=299 #17 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=636 influence area=2320 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=245 #18 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=634 influence area=2360 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=183 #19 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=245 influence area=980 max LLR=40 Reducible Loading Reduction=27.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=249 #20 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=172 influence area=592 max LLR=40 Reducible Loading Reduction=13.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=335 #21 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=643 influence area=1800 max LLR=40 Reducible Loading Reduction=39.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=265 #22 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=671 influence area=1840 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=275 #23 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=162 influence area=649 max LLR=40 Reducible Loading Reduction=16.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=316 #24 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=146 influence area=583 max LLR=40 Reducible Loading Reduction=12.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=298 #25 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=680 influence area=2400 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=189 #26 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=706 influence area=2630 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=187 #27 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=233 influence area=933 max LLR=40 Reducible Loading Reduction=25.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=259 #28 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=142 influence area=567 max LLR=40 Reducible Loading Reduction=12 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=232 #29 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=675 influence area=2380 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=191 #30 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=693 influence area=2550 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=190 #31 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=226 influence area=905 max LLR=40 Reducible Loading Reduction=25.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=256 #32 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=114 influence area=457 max LLR=40 Reducible Loading Reduction=4.81 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=224 #33 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=483 influence area=1620 max LLR=40 Reducible Loading Reduction=37.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=183 #34 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=489 influence area=1840 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=213 #35 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=166 influence area=663 max LLR=40 Reducible Loading Reduction=16.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=254 #36 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=418 influence area=1650 max LLR=40 Reducible Loading Reduction=38.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=219 #37 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=174 influence area=687 max LLR=40 Reducible Loading Reduction=17.8 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=282 #38 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=199 influence area=798 max LLR=40 Reducible Loading Reduction=21.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=300 #39 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=626 influence area=2240 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=244 #40 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=631 influence area=2300 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=216 #41 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=243 influence area=971 max LLR=40 Reducible Loading Reduction=26.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=266 #42 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=147 influence area=575 max LLR=40 Reducible Loading Reduction=12.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=286 #43 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=513 influence area=1790 max LLR=40 Reducible Loading Reduction=39.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=262 #44 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=657 influence area=2380 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=246 #45 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=645 influence area=2380 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=241 #46 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=527 influence area=1890 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=250 #47 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=181 influence area=698 max LLR=40 Reducible Loading Reduction=18.2 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=272 #48 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=53.4 influence area=214 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=255 #49 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=167 influence area=624 max LLR=40 Reducible Loading Reduction=14.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=267 #50 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=225 influence area=902 max LLR=40 Reducible Loading Reduction=25.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=253 #51 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=226 influence area=905 max LLR=40 Reducible Loading Reduction=25.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=238 #52 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=171 influence area=657 max LLR=40 Reducible Loading Reduction=16.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=270 #53 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=65.6 influence area=263 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=248 Design Strip: Punching Checks; Punching Check Numbers; Punching Check Criteria; Punching Check Precompression; Punching Check LLR Parameters; Punching Check Sections; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 24 Appendix 7.9.1-106 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 4 4 4 4 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 1.75 1.75 1.75 1.75 1.75 1.75 1.75 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 1.75 1.75 1.75 1.75 1.75 1.75 1.75 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=58 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 F=56 Generated Latitude Tendon: Tendons; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: SSS Hatching; SSS Balance Percentages; Latitude Deflection Checks; Latitude Tendon Parameters: Banded Tendons; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Generated Latitude Tendon: Standard Plan Generated Latitude Tendon: Standard Plan - 25 Appendix 7.9.1-107 4 4 1.75 7 2 7 2 7 4 4 4 4 4 6 1 7 1 7 1 7 4 4 4 4 4 4 4 4 7 1 4 4 1 7 4 4 4 4 4 4 7 1 4 4 1 7 4 4 4 4 4 4 4 4 4 4 7 1 7 4 4 4 4.5 7 1 7 4 4 4 4 4.5 7 1 7 4 4 4 4 4.5 7 2 7 4 4 4 4 4 4 1 7 4 4 4 4 4 4.5 7 1.75 4 4 4 4 7 1 4 4 1 7 4 4 4 4 4 4 4 4 4 7 1 7 1 7 1 7 4 4 4 4 4 4 7 2 6 2 7 2 7 4 4 4 1.7 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 12S F=321 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 10S F=268 10S F=268 10S F=268 10S F=268 20S F=536 20S F=536 20S F=536 10S F=268 10S F=268 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 10S F=268 10S F=268 20S F=536 20S F=536 20S F=536 20S F=536 10S F=268 10S F=268 10S F=268 10S F=268 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 22S F=589 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 6S F=161 6S F=161 14S F=375 20S F=536 20S F=536 20S F=536 20S F=536 8S F=214 8S F=214 8S F=214 8S F=214 8S F=214 20S F=536 20S F=536 20S F=536 20S F=536 8S F=214 8S F=214 20S F=536 20S F=536 20S F=536 20S F=536 12S F=321 12S F=321 12S F=321 12S F=321 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 7S F=187 Manual Longitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: SSS Balance Percentages; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Manual Longitude Tendon: Max Bending Moment Plan Manual Longitude Tendon: Max Bending Moment Plan - 26 Appendix 7.9.1-108 User Minimum Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 User Minimum Design - Section Analysis Plot: (Precompression)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 User Minimum Design: Precompression Plan User Minimum Design: Precompression Plan - 27 Appendix 7.9.1-109 275 275 275 275 274 271 271 283 283 271 271 271 271 311 311 311 311 311 131 292 292 292 292 291 291 291 291 291291 291 291 291 272 140 140138138140140 140140138140 140 117 292 292 292 283 283 283 283 284 301 301 301 301 284 283 283 304 304 304 304 304 304 304 304 304 304 304 304 337 337 337 337 337 337 337 337 283 283 312 312 312 312 317 317 317 292 292 292 292 290 279 257 257 283 283 283 283 286 302 301 302 283 283 283 283 304 304 304 304 304 304 304 304 304 304 304 304 259 259 111 268 268 337 337 337 337 337 337 279 279 271 271 271 271 292 292 292 292 292 292 292 292 272 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350 300 300 300 300 300 300 300 300 550 550 550 550 550 550 550 550 400 400 400 400 400 400 400 400 400 400 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 350 350 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 1C-5 OK 1C-6 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3L-5 OK 3C-5 OK 3R-5 OK 3C-6 OK 3C-7 OK 3C-8 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 5C-5 OK 5C-6 OK 6C-1 OK 6C-2 OK 6C-3 OK 6C-4 OK 7C-1 OK 8C-1 OK 8C-2 OK 9L-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK11C-1 OK 11R-1 OK 12C-1 OK 12C-2 OK 12C-3 OK 12C-4 OK 13C-1 OK 13C-2 OK 13C-3 OK 13C-4 OK 13C-5 OK 13C-6 OK 14C-1 OK 14C-2 OK 14C-3 OK 14C-4 OK 14C-5 OK 14C-6 OK 15C-1 OK 15L-2 OK 15C-2 OK 15R-2 OK 15C-3 OK 16C-1 OK 16C-2 OK 16C-3 OK 17C-1 OK 17C-2 OK 17C-3 OK 18C-1 OK 18C-2 OK 19C-1 OK 19C-2 OK 20C-1 OK 20C-2 OK 20C-3 OK 20C-4 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 22C-1 OK 23C-1 OK 23C-2 OK 24C-1 OK 24C-2 OK 25C-1 OK 26C-1 OK 26C-2 OK 27C-1 OK 27C-2 OK 28C-1 OK 28C-2 OK 28C-3 OK 29C-1 OK 29C-2 OK 29C-3 OK 30C-1 OK 30C-2 OK 30C-3 OK 31C-1 OK 31C-2 OK 31C-3 OK 32C-1 OK 32C-2 OK 33C-1 OK 33C-2 OK 33C-3 OK 33C-4 OK 33R-4 OK 33C-5 OK 34C-1 OK 34C-2 OK 35C-1 OK 35C-2 OK 36C-1 OK 36C-2 OK 37C-1 OK 38C-1 OK 38C-2 OK 38C-3 OK 38C-4 OK 38C-5 OK 39C-1 OK 39C-2 OK 39C-3 OK 39C-4 OK 39C-5 OK Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Initial Service Design: Status Plan Initial Service Design: Status Plan - 28 Appendix 7.9.1-110 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 1C-5 OK 1C-6 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3L-5 OK 3C-5 OK 3R-5 OK 3C-6 OK 3C-7 OK 3C-8 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 5C-5 OK 5C-6 OK 6C-1 OK 6C-2 OK 6C-3 OK 6C-4 OK 7C-1 OK 8C-1 OK 8C-2 OK 9L-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK11C-1 OK 11R-1 OK 12C-1 OK 12C-2 OK 12C-3 OK 12C-4 OK 13C-1 OK 13C-2 OK 13C-3 OK 13C-4 OK 13C-5 OK 13C-6 OK 14C-1 OK 14C-2 OK 14C-3 OK 14C-4 OK 14C-5 OK 14C-6 OK 15C-1 OK 15L-2 OK 15C-2 OK 15R-2 OK 15C-3 OK 16C-1 OK 16C-2 OK 16C-3 OK 17C-1 OK 17C-2 OK 17C-3 OK 18C-1 OK 18C-2 OK 19C-1 OK 19C-2 OK 20C-1 OK 20C-2 OK 20C-3 OK 20C-4 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 22C-1 OK 23C-1 OK 23C-2 OK 24C-1 OK 24C-2 OK 25C-1 OK 26C-1 OK 26C-2 OK 27C-1 OK 27C-2 OK 28C-1 OK 28C-2 OK 28C-3 OK 29C-1 OK 29C-2 OK 29C-3 OK 30C-1 OK 30C-2 OK 30C-3 OK 31C-1 OK 31C-2 OK 31C-3 OK 32C-1 OK 32C-2 OK 33C-1 OK 33C-2 OK 33C-3 OK 33C-4 OK 33R-4 OK 33C-5 OK 34C-1 OK 34C-2 OK 35C-1 OK 35C-2 OK 36C-1 OK 36C-2 OK 37C-1 OK 38C-1 OK 38C-2 OK 38C-3 OK 38C-4 OK 38C-5 OK 39C-1 OK 39C-2 OK 39C-3 OK 39C-4 OK 39C-5 OK Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Service Design: Status Plan Service Design: Status Plan - 29 Appendix 7.9.1-111 -267 -152 -159 -268-139 -48.8 -306 67.4 89 -360 115 -26.5 -317 -247 -298-194 -174 -283-277 -299 -224 -219-287 -163 -116 -296 -262 -317 217 -290 -218 -213-283 -167 -120 -305 -282 -352 -0.00812 1.32 -83-50.9-77.3-13.6 0 0 -588 -601-552 0 0 -55.2 34.9 -22 74.5 128 -161 -35.8 -142-43.4 86.7 -251 -287 -133 -152-260 -106 -54.4 -261 -213 -217 83.7 76 -173 -157 -181 66.6 -35.8-167 -80.9 -146-30.8 92.7 -301 -299 -109 -163-304 -145 0.207 -222 -155 -209 57.2 85.9 -197 -168 -205 88.9 -41.8 -178 -120 -169-33.8 101 -296 93.8 -271 -179 -196 49.4 57.1 -355 91.5 -146 -317 -219 -384-336 -360-386 -311 -205 -95.2 -193 -159 -178-365 -236 -366-290 -237 -311-310-312 1.23 -14.2 3.51 -2.03-13.6-12.6-12.6-0.133 67.95570.8 -38.3-55-39.4 -8.09-27.1-9.14 0.683 -13.4 2.17 11265.469.466.1112 68.65468.6 -25.7-40.4-26.3 -248 107 40 -128 11.4 6.85 -157 38.2 -55.2-71.4 -14 -184 -300 95.4 -27.6-130 -100 -189 -99 -52.8 -181 69 99.3 -179-178 -193 62.5 74.4 -226-225-226-226 -264 -59.4 -118 -314-162 -296 102 -73.4-175 -97.4 -207-108 -118 -296 -94 61.3 -222 -178 -205 79.9 55.5 -215 -163 -236 11.2 -133 -305-102 39.2 -183-77.6-108 0 0 -1220 -1320-1190 0 0 -74 -198 239 -367 26.1 -64.3 -263 -182 -274 -59.5 -166 -325 -115 153 -352 57.2 36.8 -239-237 -273 -69 -117 -311-157 97.4 -304 -256 -285 -111 -172 -308-202 63.7 -346 -283 -299 -114 -176 -303-196 173 -332 201 120 -179 -154 -188 108 108 -201 -191 -242 70.1 -99.6-186-166 -294-97.5 -193-271 -155 124 -276 142 103 -182 -180 -182 -176 -183 102 102 -187-187 -206 39.9 -100 -226 -87 -45.1 -132 -106-109-104 -123 -94-101 81.3 -112-172 -58.2-75.3 86.7 -295 303 237 -258 -147-149 -36.7 -113 -191 -84 -107 -66.2 -86.8 -154-188-85.6 -170 -65.4 -187-182 -235 168 119 -271 -147-148 -90.9 -142 -132-192 -94.7 -225-241-132 -274 -201-277 -190 -260-234 -251 -179-257 -202 -177 -237-175-193 -168 -220 -209-215 -196 -203-189-210-130 -193 -140-214 -135 -188 -241-182-209 -185 -233 -198 -212-208-230-152 -207 -145-219 -142 -195 -294-212-217 -208 -270 -231-261 -213 -272-218 -282 -182-250 -189 90.6 -26.6 -32.9 -92 106 -186 -268 -177 -264 -242 -134 -290 2.57 -130 -134 60.5 -218 -212 -248 -232 0 0 -129 -92.2 -131 -11.2-25.1-24.6 -81.5 -60.1 -113 115 246 -265 -140-146 -36.3 -114 -190-82.6 -118-174 -60.7-82.5 81.4 -271 296 -47.3 -112 -101 -120 -89.4 -113 -46.6 -142-220 -85-97.4 98.8 -225 -211 -212 120 115 -175 -175 -181 -175 -175 117 108 -190 -189 -200 58.1 -75.8 -234-81.9 -126-233-125 -179 83.7 -250 -235 -238 119 119 -208 -181-184 111 90.7 -191 -185 -237 18.4 -144-207-184-258 -71.8 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 152 152 455455 455455 152 152 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 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152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152152 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Service Design: Top Stress Plan Service Design: Top Stress Plan - 30 Appendix 7.9.1-112 -274 -314-312-313 -277 -214-298 -327-249-252 -178 -330 -331-226-226 -79.8 -422 -406 -218 -337 -209-287 -321-256 -283-277 -306 -327-298 -331-254 -346 -318-245-251 -168 -288 -297 -324-301 -324-252 -346 -321-249-251 -184 -496 -192 -2.4-63.1 0 0 268 171 0 0 13.9 -59.5-58.8-89.2-33.2-34.5-23.4-25.6 -13.3 -170 -78.8-165 -297 35.4 -294 -318-289 -296-199 -301 -260-195-221 -153 -191-173-261 -222-136-153 -92.1 -107-79.7-152 -174-71 -222 -88.7-168 -297 11.9 -307-347-345 -332-224 -350 -345 -39.9 -370 -378 -6.41 -358 -366 -89.8 -363 -507 66 -467 41.6 -479 -496 -0.454 -586 -533 -200 -414 -435 -311 -126 -195-190-198-142 -231 -451 -237 -373 -241-302 -365-308-310-310-312 309331327329305 327270313268324 341362361362339 272291272 287328315327286 325318330317322 578511567513580 469522508524471 321343323 32.4 -315 -250 -79.1-81.2 -79 -197 -193 -14.9 -175 -56.5 -77.9-67.9 -176 -146 9.54 -305 -185-113 -207 -71.2-134 -182 -60.4 -216 -169-113 -143 -108 -159-142-226 -286-190-202 -158 -208-188-254 -277-282-174 -301 68.4 -493 -318 -100 -312 -319 -177 -360 -378 -14.3 -388 -381 -44.7 -343 -305 -133 -326 -370 57.2 0 0 636 702 544 0 0 -190 -97.7 -596 -14.5 -546 -436 -107 -362 -334-335 -156 -349 -497 -94.9 -310 -304-219-220 -187 -221-198-259 -279-280-172 -304 -456 -139 -231-228-297 -309-316-221 -310 -515 -154 -237-236-305 -312-313-212 -297 -440 11.6 -360 -274-179-201 -78.2 -191-162-251 -258-169-200 -103 -226-197-283 -205-292 -156 -269 -265-243 -322-265 -364 -16.2 -332 -289 -47.2 -261 -255 -41.6 -258 -213-237 -132 -254 -234 -51.5 -225 -219-164 -243-205 -292 29.2 -513 -379 -15.4 -193 -187-204 -131 -233 -136 -82.1 -131 -191-162-239 -153 -222 -51.7 -369 -411 -76.4 -178-162 -193 -183-203 -140 -229 -216-202-287 -169 -242-163 -250 -173-201 -199 -261 -180 -234 -222 -171-241-221 -235 -186 -193 -188-192 -176-244 -205 -248 -175-250 -229 -184-240-214 -228 -192 -211 -178-238 -206 -258 -182-255 -266 -170-246-243 -258 -205 -256 -195-233 -204 -292 -205-259 -226 -104 -106 -45.4 -99.2-71.4 -284 -209 -279 -170 -130 -249 -171 -377 -174 -130-254 149 119 0 0 -67.3 -205 -150 -80.5 -92.1 -12.6 -216 -374 -9.26 -169-167 -191 -186-202 -130 -232 -214-163 -239-191 -278 42.8 -485 -203 -42.6 -161 -237 -182-260-195 -289 -33.2 -298 -291 -36.4 -276 -255 -34.8 -261 -214-233 -120 -270 -177-184-174-264-173 -295-211-216 -76.2 -325 -310 -53.4 -192-183-265 -247-164-185 -93.9 -219-202-266 -192-263 -136 -222 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 152 152 455455 455455 152 152 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 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152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 31 Appendix 7.9.1-113 -0.523 -51.1 -52.9 -93 -88.4 164 -100 -103 169 -18.2 -20.8 163 -105 -115 0.517 -1.24 -86.1 -118-110 -191 -171 237 -84.4 -1.23 -84.2 -111-103 -180 -162 232 -72.8 -56.3 67.164.781.173 0 0 -94.9-86.3-124 0 0 92.651.964.1 -49.6 -49.9 228 -154 -198 76 -0.837 -62.3 -79.3-71 -130 -112 164 -97.1 -95.2 155 -89.7 -90.8 160 -118 -153 65.2 -0.448-29.6 -36.7-31 -60.5 -56.2 75.1 -48.6 -50.7 76.9 -49.2 -50.6 70.4 -62.5 -79.5 31 -7.28 86 -64.1 -65.6 87.5 -9.97 -9.66 67 -52.8 -54.8 -0.00294 -45.2 73.4 7.14 -22.1 248 -152 -174 0.438 39.543.139 5.714.855.554.835.67 32.535.732.2 19.521.319.6 5.075.865.765.865.09 41.443.341.2 4.163.894.343.94.18 6.337.167.087.186.36 21 22.921.2 75.2 -204 -183 119 -160 -169 -39.1 -72.2 -48.8 56.9 -39.7 65 -155 -123 124 -87.2 -109 -85.1 -116 -94.6 154 -93.4 -100 168 -109 -113 15.8 -2.84 31.2 -79.1 -60.2 60.5 -47.2 -52.6 -39.1 -54.9 -49.2 77.4 -50.6 -48.9 75.4 -56.1 -51.9 10.1 -4.12 -16.4 103 0 0 -7.06 37.7 -49.3 0 0 41.4 -41.7 -16.9 81.9 -66.8 -57.1 70.3 -53.1 -51.5 7.23 -4.19 -31.6 164 -99.7 -94.3 155 -98.5 -103 16.5 -3.58 -92.2 231 -156 -158 0.0796 -7.96 -83.3 233 -159 -159 0.431 -6.27 -12.5 115 -85.4 -75.5 93.8 -73.3 -73.7 95.5 -70.6 -62.3 24.5 2.8 3.69 9.5 -61.4 -84.9 189 -112 -106 163 -103 -102 172 -97.3 -86.3 28.2 -3.36 -3.61 13.613.6 16.1 -9.37 -3.9512.9 -119 -146 249 -62.2 -43.6 216 -112 -108 29.7 -7.84 -1.34 0.9210.607 2.3811.1 -104 -127 203 -39.2 -44.6 187 -113 -108 22.3 -9.36 4.226.85 -110 -133 181 -112 -102 14.6 -1.39 -3.543.83 -111 -123 191 -135 -119 12 -10.5 -3.272.2 -107 -120 187 -130 -117 11.2 -9.95 -4.875.05 -91 -102 106 -101 -88.8 8.74 -2.64 -202 -42.7 -38.4 60.4 -81.7-65.6 -2.28 17 -94.2 -89.5 161 -6.5 0.636 0.359 1.09 -9.05 -80.2 -84.9-84.2 -87.4 0 0 3.27 -2.14 -7.75 -44.6 -49.8 56.4 -7.39 -44 214 -111 -107 30 -7.78 -2.1213.7 -116 -144 245 -58.1 -2.49 17.7 -1.03 2.25 19.3 -98.1 -120 201 -119 -120 182 -119 -115 192 -111 -98.6 34.6 -5.22 4.79 11.6 -32.5 -43.2 64 -32.7 -32.3 61.8 -45.1 -43.6 60.3 -39.2 -33.8 17.6 1.69 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Max Moment) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Strength Design: Max Bending Moment Plan Strength Design: Max Bending Moment Plan - 32 Appendix 7.9.1-114 -1.62 -93 -88.9-66.4 -134 -188 75.7 -220 -215 101 -113 -92.3 119 -180 -187 -0.421 -2.33 -157 -157-136 -259 -293 130 -279 -2.37 -150 -150-128 -245 -278 124 -261 -119 36.530.550.139.8 0 0 -140 -128-161 0 0 62.723.843.2 -92.9 -151 169 -246 -283 30.7 -1.98 -138 -124-91.3 -191 -221 77.6 -220 -208 86.6 -188 -163 110 -198 -225 26.7 -0.858 -70.5 -56.9-39 -82.5 -108 39.4 -104 -105 42.5 -103 -89 47.4 -101 -112 14 -53.4 54.3 -114 -114 57 -58.6 -37.8 49 -80.6 -79.1 -0.105 -71.7 55.7 -9.05 -121 192 -248 -270 -0.645 16.518.616 2.191.922.221.92.16 13 14.912.7 8.039.178.11 1.972.352.342.351.98 17.318.717 1.951.912.131.921.97 2.973.423.413.432.99 9.4110.69.49 29.9 -289 -271 65.1 -232 -204 -58.2 -123 -56.3 38.1 -66.6 26.5 -225 -197 80.4 -145 -139 -95.3 -166 -191 84.9 -208 -227 76.9 -224 -186 -12.9-47.1 14.1 -111 -93.8 41.5 -77.4 -65 -42.6 -70.1 -102 42.6 -106 -104 39.3 -111 -84 -4.78-27.3 -45.3 56.152.1 0 0 -106 -77.9 -148 0 0 20.5 -70 -72.7 52 -115 -107 38.1 -103 -80.7 -4.78-25.2 -137 97.1 -206 -212 66.5 -207 -173 -12.2-45.5 -276 124 -281 -232 -21.2-44.7 -279 128 -278 -230 -20.7 -44 -92 63 -178 -164 39.4 -162 -162 40.7 -164 -123 2.27 -36.2 -19.9-3.03 -102 -191 103 -227 -211 92.9 -206 -211 91.8 -200 -142 -0.499-41.8 -37.3 -8.56-9.2 -3.57-8.91-7.71 -52.5 -35.8-9.93 -191 -270 143 -242 -195 118 -216 -168 -3.8-47.5 -4.47 -4.57-4.56 -13.3 -18.6-2.21 -152 -207 136 -168 -160 121 -186 -151 -2.04-40.2 -6.523.73 -154 -209 127 -187 -140 9.08 -13.4 -15.3-2.7 -144 -201 131 -214 -161 -0.449 -34.2 -13.7-2.69 -141 -197 127 -209 -158 -0.619 -32.6 -14.20.485 -113 -155 65.2 -156 -115 0.751 -18.3 -207 -69.1 -68.3 19.2 -185 -25.5 0.0934 -127 -149 110 -111 -6.78 -4.06-16.8 -108 -96.9 -104 0 0 1.04 -4.55 -15.4 -54.9 -60.1 39.2 -56.1 -195 116 -216 -168 -3.85 -48 -34.2-9.81 -186 -266 142 -232 -31.7 -8.49-8.89-4.03-7.38 -7.3-9.65 -8.31 -24.9 -31.8-4.37 -169 -243 108 -244 -234 106 -231 -234 105 -223 -164 -0.249-49.1 -14.30.495 -62.6 -105 25.8 -90.9 -89.4 24.9 -102 -100 23.4 -97.7 -67.4 1.58 -23.7 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Min Moment) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Strength Design: Min Bending Moment Plan Strength Design: Min Bending Moment Plan - 33 Appendix 7.9.1-115 7.14 36 3.76 27.9 -8.53-19.9 62.3 -11.6-24.5 53.8 -28.9 48.7 -1.62-16.5 -0.94 13.1 48.8 7.31 58.1 -20 -35.8 81.9 12.5 46.8 7.8 56.6 -19.4-33.8 77.6 -9.34-14.2 8.73 0 0 6.93 30.4 0 0 22.522.519.619.710 35.7 -30 67.6 -17.5-30 -6.74 10 47.5 6.652.75 51.6 -6.11-22.6 62.5 -8.1 -24.1 56.5 -3.85 -25.6 52.1 -11.5-23.5 -5.57 4.56 24.9 0.761 16.4 -4.95-11.7 28.8 -7.33-11.4 28.8 -7.58-11.9 24.8 -10.2-11.8 -2.89 -3.24-8.67 27.1 -7.58-13.3 23.8 -0.101-7.39 16.4 -2.17-7.48 -0.602 -4.29-10.7 -5.49-6.14 13.2 -22.3-26.6 66.4 -9.06-24.9 -1.61 -1.56-1.61 2.922.83 -0.204 0.33 -1.46-1.51 2.572.49 -0.861-0.882 1.331.3 -0.19-0.203 0.30.281 -1.61 2.85 -0.374 0.568 -0.201-0.216 0.3220.3 -0.888-0.897 1.351.34 11 58.5 -12 -30.8 63.1 -27.8 34 -11.4 16.2 8.9 46.8 -6.03 -24.4 47.5 2.13 -1.07 31.9 -0.342 -23.6 56.4 -7.06 -24.4 67.1 -12.6-16.4 28.5 4.41 21.9 -7.23-12.2 24.2 -1.33-1.81 7.28 -5.58-11.6 29.4 -6.43-11 33.6 -6.47-7.25 16.4 -4.3 -8.38 6.115.89 0 0 -0.0932 33 0 0 9.9 15.114.316.4 -9.56-10 26.8 -4.36-11.2 29.4 -5.86-7.22 13.5 -18.3 58.2 -7.82-21.7 64.7 -10.6-14.8 28.1 -28.4 81.8 -19.1-22.6 24.7 -33.9 82.7 -19.3-22.9 28.1 -4.18-10.4 42.3 -8.32-12.6 39.2 -10.7-12.7 46.6 -9.4 22.9 1.93 31.5 -16.7-22.7 56.7 -29 53.5 -28 56 -19.2 27 1.620.5310.7710.6713.56 2.436.221.49 1.57 1.38 4.35 4.21 -0.845 48 -30.8-33.9 80.7 -17.9-19.2 65.8 -23.7 29.2 0.332 2.421.82 6.87 -1.45 38.9 -28.6-29.8 64.6 -16.8-19.5 57.5 -23.8 28.2 -0.642 36 -24.6-30.3 53 -22.9 16.4 -1.52 39.3 -24.5-29.9 57.7 -25.4 20.8 -1.9 36.7 -24.3-29.3 56.8 -25 19.8 -2.63 32.5 -15.5-20.4 41.7 -17.7 13.5 -24.4 2.67 -17.4 91.3 -2.33 33.6 -24 46.2 1.42 8.88 6.3 15.6 0 0 3.26 3.22 4.42 1.5 2.66 0.716 -0.147 8.33 -3.19-11.6 18.1 -17.9-19.9 65.5 -23.6 29.4 0.0862 46.9 -29.5-33.8 81 1.3 -0.41 1.850.556 1.07 0.81 2.91 1.24 7.59 1.4 46.2 -22 -27.6 61.5 -26.6-28.9 59.6 -25 -26.5 63.4 -21.3 31.2 0.849 19.9 -4.87-7.94 23.1 -4.66-6.75 23.6 -6.21-7.52 31.3 -5.77 15.3 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Max Shear) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Strength Design: Max shear Plan Strength Design: Max shear Plan - 34 Appendix 7.9.1-116 4.5 8.116.65 -20.3 5.631.12 -64 22.69.27 -60.7 16.26.54 -81.2 24.68.55 -38.9 -1.71 8.1318.913.1 -26 20.7 -82.9 31.6 7.5317.512.4 -25.3 19.7 -80 28.2 -33.3 -15.1-16.3 0.5420.439 0 0 -5.8 16.4 0 0 12.512.54.589.613.24 15.6 -67.8 35.6 9.49 -57 -10.6 5.9712.95.84 -28.9 15.4 -66 24.1 6.85 -57.6 23.3 7.97 -54.2 25.7 5.87 -46.7 -8.83 2.675.812.8 -12.6 4.443.05 -31.1 10.96.24 -28 11.58.62 -24.1 12.87.34 -21.2 -4.51 -27.9 12.96.96 -27 9.217.02 -16.8 115.26 -12.1 -0.983 -17.4 6.644.67 -64.8 37.3 17.2 -51.3 -2.65 -2.55-2.63 1.921.85 -0.318 0.218 -2.34-2.42 1.681.62 -1.37-1.4 0.8410.822 -0.299-0.319 0.1930.181 -2.67 1.87 -0.58 0.367 -0.314-0.337 0.2080.194 -1.41-1.43 0.8560.847 7.16 3015.4 -59.9 28.9 10.6 -56.3 7.28 -17.8 -6.82-7.08 8.883.93 5.73 23.510.7 -49.5 21.5 4.57 -22.2 13.2 -61.1 23.9 7.39 -64.5 23.69.44 -49.9 -6.7 2.85 11.810.2 -21.9 11.4 5.4 -7.35 3.232.62 -30.6 11.4 7.1 -27.8 11.55.74 -22.5 0.243 -30.7 -2.84-17.8 0 0 -27.9 11.6 0 0 2.2 9.76 4.41 -22 13.18.08 -25.5 11.1 3.9 -20.7 -0.0932 -50.9 23.8 11.5 -62.5 21.27.17 -48.2 -5.93 -6.3 -75.7 33.618.4 -51.8 -7.65 -83.1 34.6 18.4 -51.7 -8.63 -45.5 15.2 7.68 -38.2 11.8 3.4 -38 13.3 5.36 -34.9 -1.05-1.14 -17.1 12.7 -65.3 27 -55.9 28.1 -56.1 20.9 18.8 -42.8 2.55 -13.2-3.58-3.96 -2.59-4.92 0.524 -1.68-0.959 -1.37-0.965 -13 -23.2 25.3 -80 25.5 18.2 -63.8 28.6 -47 4.84 -1.59 -0.848-2.08 -0.169 -1.82-1.19 -15.2 21.5 -70.2 22.7 21.7 -54.9 28.3 -41.3 5.55 -9.02 22.7 -59.4 33.3 -34.4 3.41 -8.51 24.2 -62.5 31.4 -39.9 6.35 -7.66 23 -61.9 32.6 -38.7 6.57 -10.4 22 -46.8 19.9 16.7 -27.9 1.9 -30.8 -8.5 -9-6.63 -34.1 40.2 -18.4 19.1 -47.5 16.1 13.4 -3.29 5.325.3 6.54 -1.48 6.34 0 0 0.906 -0.669 2.14 -1.9 1.11 -3.64 5.953.08 -9.09-15.4 6.84 2.59 -65.1 29.3 -47.2 4.98 -22.2 24.6 -80.9 25.4 22 -12.7 -1.26-2.66 -0.283 -1.91-0.662-0.688 0.303 -23.7 20.4 -72.1 29.128.4 -62.2 28.8 -63.5 26.3 -49.2 2.73 -11.9 5.72 -31.7 6.69 6.28 -24.5 7.61 6.76 -25 7.343.22 -21.4 0.846 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Min Shear) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Strength Design: Min Shear Plan Strength Design: Min Shear Plan - 35 Appendix 7.9.1-117 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 1C-5 OK 1C-6 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3L-5 OK 3C-5 OK 3R-5 OK 3C-6 OK 3C-7 OK 3C-8 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 5C-5 OK 5C-6 OK 6C-1 OK 6C-2 OK 6C-3 OK 6C-4 OK 7C-1 OK 8C-1 OK 8C-2 OK 9L-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK11C-1 OK 11R-1 OK 12C-1 OK 12C-2 OK 12C-3 OK 12C-4 OK 13C-1 OK 13C-2 OK 13C-3 OK 13C-4 OK 13C-5 OK 13C-6 OK 14C-1 OK 14C-2 OK 14C-3 OK 14C-4 OK 14C-5 OK 14C-6 OK 15C-1 OK 15L-2 OK 15C-2 OK 15R-2 OK 15C-3 OK 16C-1 OK 16C-2 OK 16C-3 OK 17C-1 OK 17C-2 OK 17C-3 OK 18C-1 OK 18C-2 OK 19C-1 OK 19C-2 OK 20C-1 OK 20C-2 OK 20C-3 OK 20C-4 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 22C-1 OK 23C-1 OK 23C-2 OK 24C-1 OK 24C-2 OK 25C-1 OK 26C-1 OK 26C-2 OK 27C-1 OK 27C-2 OK 28C-1 OK 28C-2 OK 28C-3 OK 29C-1 OK 29C-2 OK 29C-3 OK 30C-1 OK 30C-2 OK 30C-3 OK 31C-1 OK 31C-2 OK 31C-3 OK 32C-1 OK 32C-2 OK 33C-1 OK 33C-2 OK 33C-3 OK 33C-4 OK 33R-4 OK 33C-5 OK 34C-1 OK 34C-2 OK 35C-1 OK 35C-2 OK 36C-1 OK 36C-2 OK 37C-1 OK 38C-1 OK 38C-2 OK 38C-3 OK 38C-4 OK 38C-5 OK 39C-1 OK 39C-2 OK 39C-3 OK 39C-4 OK 39C-5 OK 1 OK (non-standard section) 2 OK 3 OK 4 OK 5 OK (non-standard section) 6 OK (non-standard section) 7 OK with SSR 8 OK 9 OK 10 OK 11 OK 12 OK 13 OK with SSR 14 OK 15 OK 16 OK 17 OK 18 OK 19 OK 20 OK 21 OK 22 OK 23 OK 24 OK 25 OK 26 OK 27 OK 28 OK 29 OK 30 OK 31 OK 32 OK 33 OK 34 OK 35 OK 36 OK 37 OK 38 OK 39 OK with SSR 40 OK 41 OK 42 OK 43 OK with SSR 44 OK 45 OK 46 OK 47 OK 48 OK (non-standard section) 49 OK 50 OK 51 OK 52 OK 53 OK (non-standard section) Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; User Notes; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Status: Status Plan Design Status: Status Plan - 36 Appendix 7.9.1-118 (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x12T #5x12@6T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x12@6T (7)#5x25T (9)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (9)#5x25T (7)#5x25T #5x12@12T (7)#5x25T (7)#5x25T (9)#5x25T (7)#5x25T (7)#5x12T (7)#5x25T (7)#5x25T #5x12@6T #5x12@12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x12@6T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x25T (7)#5x25T (7)#5x15T (7)#5x25T (7)#5x15T (7)#5x25T (7)#5x25T #5x12@6T #5x12@6T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T #5x12@6T #5x12@6T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x15T (7)#5x15T (7)#5x25T (7)#5x25T (7)#5x12T (7)#5x12T (7)#5x25T 6 #5 T. 6 #5 T. 13 #5 T.6 #5 T. 6 #5 T. 7 #5 T. 7 #5 T.8 #5 T. 7 #5 T. 7 #5 T. 3 #9 T.4 #5 T. 4 #5 T.8 #5 T. 8 #5 T. 7 #5 T. 7 #5 T. 4 #5 T. 4 #5 T. 7 #5 T. 7 #5 T. 7 #8 T. 3 #8 T. 4 #8 T. 4 #8 T. 2 #5 T. 4 #9 T. 3 #5 T. 3 #5 T. 4 #5 T. 4 #5 T. 7 #5 T. 8 #5 T. 8 #5 T. 29.1 Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 37 Appendix 7.9.1-119 (4)#5x30B (4)#5x30B #5x12@6B (4)#5x30B (8)#8x49B 12 #5 B. 13 #5 B. 10 #5 B. 3 #5 B. 11 #9 B. 3 #9 B. 10 #9 B. 4 #9 B. 4 #9 B. 4 #5 B. 7 #5 B. 29.1 Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Status: Bottom Reinforcement Plan Design Status: Bottom Reinforcement Plan - 38 Appendix 7.9.1-120 1 OK (non-standard section) 2 OK 3 OK 4 OK 5 OK (non-standard section) 6 OK (non-standard section) 7 OK with SSR 8 OK 9 OK 10 OK 11 OK 12 OK 13 OK with SSR 14 OK 15 OK 16 OK 17 OK 18 OK 19 OK 20 OK 21 OK 22 OK 23 OK 24 OK 25 OK 26 OK 27 OK 28 OK 29 OK 30 OK 31 OK 32 OK 33 OK 34 OK 35 OK 36 OK 37 OK 38 OK 39 OK with SSR 40 OK 41 OK 42 OK 43 OK with SSR 44 OK 45 OK 46 OK 47 OK 48 OK (non-standard section) 49 OK 50 OK 51 OK 52 OK 53 OK (non-standard section) 29.1 Design Status: PC Designs; PC Design Numbers; PC Design Status; PC Design Sections; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 39 Appendix 7.9.1-121 29.1 165 140 140 87.4 -124 165Max Stress=165 Design Strip Min Ms 82.6 126 145 101 101 82.6Max Stress=145 Design Strip Max Fz 89.3 133 131 86.8 86.889.3Max Stress=133 Design Strip Max Fz 64.9 126 172 111 111 64.9Max Stress=172 Design Strip Max Mr 139 59.9 59.9 24.3 Max Stress=139 Design Strip Max Fz 116 -66.2 44.1 116Max Stress=116 Design Strip Max Fz 268 154 154 -10.7 -10.7 103 103 26880.9 75.5 75.5 53.5 53.5 33 29.1 38.2 38.2 60.2 60.272.4 72.480.9Max Stress=268 Design Strip Max Fz Max Stress=80.9 Design Strip Min Ms 201 10410452.852.8 150150 201 Max Stress=201 Design Strip Min Mr 180 187187114114 106106 180 Max Stress=187 Design Strip Max Fz 205 1171176060 147147 205 Max Stress=205 Design Strip Max Fz 113 37.30.939 76.976.9113 Max Stress=113 Design Strip Max Fz 85.2 8484 50.5 51.7 85.2Max Stress=85.2 Design Strip Max Fz 269 268 268 107 107 108 108 269103 103 103 8787 74.3 74.3 58.5 58.5 58.6 58.6 74.5 74.587.3 87.3103Max Stress=269 Design Strip Max Fz Max Stress=103 Design Strip Min Ms 190 105105112112 197197 190 Max Stress=197 Design Strip Max Fz 102 30.328.1 100100 102 Max Stress=102 Design Strip Max Fz 22 73.6 73.6 63.1 63.1 11.5 11.5 22Max Stress=73.6 Design Strip Max Fz 167 240 240 124 124 52.1 52.1167Max Stress=240 Design Strip Max Fz 142 75.175.1123123 189189 142 Max Stress=189 Design Strip Max Fz 72.8 18.344.1 98.798.772.8 Max Stress=98.7 Design Strip Max Fz 31.9 38.5 38.5 29.7 23.1 31.9Max Stress=38.5 Design Strip Max Fz 192 197 197 84.8 84.8 79.7 79.7192Max Stress=197 Design Strip Max Fz 148 757571.171.1 144144 148 Max Stress=148 Design Strip Min Mr 63.9 145.22 55.255.263.9 Max Stress=63.9 Design Strip Max Fz 13 61.261.243.743.7 -4.48 Max Stress=61.2 Design Strip Max Fz 84.8 172172150150 63.263.284.8 Max Stress=172 Design Strip Max Fz 188 97.197.171.971.9 163163 188 Max Stress=188 Design Strip Max Fz 78 42.331.8 67.567.5 78 Max Stress=78 Design Strip Max Fz 2.71 45.245.249.549.5 7.01 Max Stress=49.5 Design Strip Max Fz 63.1 150150164164 77.177.163.1 Max Stress=164 Design Strip Max Fz 156 68.768.797.797.7 185185 156 Max Stress=185 Design Strip Max Fz 60.4 27.146 79.279.260.4 Max Stress=79.2 Design Strip Max Fz -8.14 41.741.766.566.5 16.7 Max Stress=66.5 Design Strip Max Fz 52.7 107107132132 7878 52.7 Max Stress=132 Design Strip Max Fz 105 424270.370.3 133133 105 Max Stress=133 Design Strip Max Fz 31.9 17.743.8 5858 31.9 Max Stress=58 Design Strip Max Fz 160 1151155454 99.199.1160 Max Stress=160 Design Strip Max Fz 86.2 52.91.09 34.434.486.2 Max Stress=86.2 Design Strip Min Ms 44.3 74.174.186.286.2 56.4 Max Stress=86.2 Design Strip Max Fz 103 263263266266 106106 10372.5 85.285.2 101101102102 86.286.2 73.673.6 57.557.557.257.2 72.5 Max Stress=266 Design Strip Max Fz Max Stress=102 Design Strip Max Mr 198 113113104104 189189 198 Max Stress=198 Design Strip Max Fz 100 27.530.7 103103 100 Max Stress=103 Design Strip Max Fz 29.2 72.172.1101101 57.8 Max Stress=101 Design Strip Max Fz 70.7 208208279279 14114170.757.2 69.869.8 90.890.894.994.9 84.384.3 71.671.6 50.750.746.546.5 57.2 Max Stress=279 Design Strip Max Fz Max Stress=94.9 Design Strip Max Mr 158 64.464.4120120 214214 158 Max Stress=214 Design Strip Min Mr 123 126126201201 198198 123 Max Stress=201 Design Strip Max Fz 169 81.681.6136136 223223 169 Max Stress=223 Design Strip Max Fz 97 4.4237.7 130130 97 Max Stress=130 Design Strip Max Fz 9.0572.372.3 29.6 Max Stress=72.3 Design Strip Max Fz 10.3 78.978.9136136 6767 10.3 Max Stress=136 Design Strip Max Fz 32.1 81.5 81.5 84.7 84.7 35.3 Max Stress=84.7 Design Strip Max Fz 35.9 84.4 84.4 85.2 85.2 36.7 Max Stress=85.2 Design Strip Max Fz 17.182.182.1 115115 49.5 Max Stress=115 Design Strip Max Fz 8.8 96.596.5 5.18 Max Stress=96.5 Design Strip Max Fz Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Design Status - Punching Plot: (Stresses,Max Stress,Controlling)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Status: Punching Shear Stress Plan Design Status: Punching Shear Stress Plan - 40 Appendix 7.9.1-122 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJ 29.1 165 140 140 87.4 -124 165 163 130 -124 163 126 156 156 -11.5 -11.5 -41.8 -41.8126 129 152 152 -64.6 -88.4 129 Max Stress=165 Design Strip Min Ms Max Stress=163 Design Strip Min Ms Max Stress=156 Design Strip Min Ms Max Stress=152 Design Strip Min Ms 82.6 126 145 101 10182.6 23.2 45.2 45.2 139 139 117 11723.2 Max Stress=145 Design Strip Max Fz Max Stress=139 Design Strip Max Ms 89.3 133 131 86.8 86.889.3 102 122 122 48.7 48.7 28.4 28.4 102 Max Stress=133 Design Strip Max Fz Max Stress=122 Design Strip Min Ms 64.9 126 172 111 11164.9 52 99.3 99.3 156 156 109 109 52 Max Stress=172 Design Strip Max Mr Max Stress=156 Design Strip Max Mr 139 59.9 59.9 24.3 125 111 111 54.9 54.9 26.7 20.4 92.8 92.8 6666 -6.44 4.91 3838 92.4 92.4 59.2 59.24.91 Max Stress=139 Design Strip Max Fz Max Stress=125 Design Strip Max Mr Max Stress=92.8 Design Strip Max Fz Max Stress=92.4 Design Strip Max Fz 116 -66.2 44.1 116 89.6 -41.7 -31.1 78.1 78.189.6 86.1 -35.4 -41.7 79.8 79.886.1 79.2 5.59 5.59 -5.18 68.4 79.2 Max Stress=116 Design Strip Max Fz Max Stress=89.6 Design Strip Max Fz Max Stress=86.1 Design Strip Max Fz Max Stress=79.2 Design Strip Max Fz 268 154 154 -10.7 -10.7 103 103 268Max Stress=268 Design Strip Max Fz 201 10410452.852.8 150150 201 Max Stress=201 Design Strip Min Mr 180 187187114114 106106 180 Max Stress=187 Design Strip Max Fz 205 1171176060 147147 205 Max Stress=205 Design Strip Max Fz 113 37.30.939 76.976.9113112 51.251.299 69.469.4112 Max Stress=113 Design Strip Max Fz Max Stress=112 Design Strip Max Fz 85.2 8484 50.5 51.7 85.2 81.2 79.6 79.6 54.2 54.2 55.8 55.881.2 Max Stress=85.2 Design Strip Max Fz Max Stress=81.2 Design Strip Max Fz 269 268 268 107 107 108 108 269Max Stress=269 Design Strip Max Fz 190 105105112112 197197 190 Max Stress=197 Design Strip Max Fz 102 30.328.1 100100 10297.4 39.339.336.836.8 94.994.997.4 Max Stress=102 Design Strip Max Fz Max Stress=97.4 Design Strip Max Fz 22 73.6 73.6 63.1 63.1 11.5 11.5 22 30.3 70.8 70.8 56.8 16.3 30.3 Max Stress=73.6 Design Strip Max Fz Max Stress=70.8 Design Strip Max Fz 167 240 240 124 124 52.1 52.1 167Max Stress=240 Design Strip Max Fz 142 75.175.1123123 189189 142 Max Stress=189 Design Strip Max Fz 72.8 18.344.1 98.798.772.866.5 21.621.651.751.7 96.596.566.5 Max Stress=98.7 Design Strip Max Fz Max Stress=96.5 Design Strip Max Fz 31.9 38.5 38.5 29.7 23.1 31.9 29 37.4 37.4 30.9 30.9 22.5 22.5 29 Max Stress=38.5 Design Strip Max Fz Max Stress=37.4 Design Strip Max Fz 192 197 197 84.8 84.8 79.7 79.7 192Max Stress=197 Design Strip Max Fz 148 757571.171.1 144144 148 Max Stress=148 Design Strip Min Mr 63.9 145.22 55.255.263.9 Max Stress=63.9 Design Strip Max Fz 13 61.261.243.743.7 -4.48 Max Stress=61.2 Design Strip Max Fz 84.8 172172150150 63.263.284.8 Max Stress=172 Design Strip Max Fz 188 97.197.171.971.9 163163 188 Max Stress=188 Design Strip Max Fz 78 42.331.8 67.567.5 7875.1 44.444.432.232.2 62.962.975.1 Max Stress=78 Design Strip Max Fz Max Stress=75.1 Design Strip Max Fz 2.71 45.245.249.549.5 7.01 Max Stress=49.5 Design Strip Max Fz 63.1 150150164164 77.177.163.1 Max Stress=164 Design Strip Max Fz 156 68.768.797.797.7 185185 156 Max Stress=185 Design Strip Max Fz 60.4 27.146 79.279.260.455.3 26.526.548.348.3 77.177.155.3 Max Stress=79.2 Design Strip Max Fz Max Stress=77.1 Design Strip Max Fz -8.14 41.741.766.566.5 16.7 Max Stress=66.5 Design Strip Max Fz 52.7 107107132132 7878 52.7 Max Stress=132 Design Strip Max Fz 105 424270.370.3 133133 105 Max Stress=133 Design Strip Max Fz 31.9 17.743.8 5858 31.927.4 13.913.944.244.2 57.757.727.4 Max Stress=58 Design Strip Max Fz Max Stress=57.7 Design Strip Max Fz 160 1151155454 99.199.1160 Max Stress=160 Design Strip Max Fz 86.2 52.91.09 34.434.486.287.4 59.359.3-0.863-0.863 27.227.287.4 Max Stress=86.2 Design Strip Min Ms Max Stress=87.4 Design Strip Min Ms 44.3 74.174.186.286.2 56.445.9 68.468.483.983.9 61.361.345.9 Max Stress=86.2 Design Strip Max Fz Max Stress=83.9 Design Strip Max Fz 103 263263266266 106106 103 Max Stress=266 Design Strip Max Fz 198 113113104104 189189 198 Max Stress=198 Design Strip Max Fz 100 27.530.7 103103 10049.7 9.819.8159.959.9 99.899.849.7 Max Stress=103 Design Strip Max Fz Max Stress=99.8 Design Strip Max Ms 29.2 72.172.1101101 57.831.6 64.364.3101101 68.168.131.6 Max Stress=101 Design Strip Max Fz Max Stress=101 Design Strip Max Fz 70.7 208208279279 14114170.7 Max Stress=279 Design Strip Max Fz 158 64.464.4120120 214214 158 Max Stress=214 Design Strip Min Mr 123 126126201201 198198 123 Max Stress=201 Design Strip Max Fz 169 81.681.6136136 223223 169 Max Stress=223 Design Strip Max Fz 97 4.4237.7 130130 9788.9 15.415.454.154.1 12812888.9 Max Stress=130 Design Strip Max Fz Max Stress=128 Design Strip Max Fz 9.0572.372.3 29.6 12.659.259.2 43.343.3-0.822 1258.158.1 42.842.8 -3.223.57 292956.856.8 31.3 Max Stress=72.3 Design Strip Max Fz Max Stress=59.2 Design Strip Max Fz Max Stress=58.1 Design Strip Max Fz Max Stress=56.8 Design Strip Max Fz 10.3 78.978.9136136 6767 10.3 58132132 78.178.1 4.13 Max Stress=136 Design Strip Max Fz Max Stress=132 Design Strip Max Fz 32.1 81.5 81.5 84.7 84.7 35.37.99 30.8 30.8 85.3 85.3 62.5 62.57.99 Max Stress=84.7 Design Strip Max Fz Max Stress=85.3 Design Strip Max Ms 35.9 84.4 84.4 85.2 85.2 36.742.6 81.1 81.1 82.1 82.1 43.6 43.642.6 Max Stress=85.2 Design Strip Max Fz Max Stress=82.1 Design Strip Max Fz 17.182.182.1 115115 49.563.7 23.323.37373 113113 63.7 Max Stress=115 Design Strip Max Fz Max Stress=113 Design Strip Max Fz 8.8 96.596.5 5.1840 -9.3922.4 71.871.8 40 -1039.139.1 70.270.2 21.242.3 -10.222.9 71.771.742.3 Max Stress=96.5 Design Strip Max Fz Max Stress=71.8 Design Strip Max Fz Max Stress=70.2 Design Strip Max Fz Max Stress=71.7 Design Strip Max Fz Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Drawing Import: S-GRID; S-GRID-IDEN; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Design Status - Punching Plot: (Stresses,Max Stress,Controlling)(Standard Sections 1-999)(Max SR Context) 3rd B_PT slab design_LEVEL 6_VE_V1.cpt - 2024-06-11 Design Status: SSR Plan Design Status: SSR Plan - 41 Appendix 7.9.1-123 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt 2024-06-11 RAM Concept © 2023 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 23.0.1 Appendix 7.9.1-124 Units ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................3 Signs ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................4 Materials ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5 Loadings ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................7 Load Combinations ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8 Design Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................12 Detailing Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................13 Load History ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................14 Tendon Parameters Groups ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................15 Deflection Checks ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................16 Mesh Input: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................17 SDL: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................18 SDL: Line Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................19 LL Red: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................20 LL Unred: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................21 Total Long-term Deflection: Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................22 Design Strip: Latitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................23 Design Strip: Longitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................24 Design Strip: Punching Checks Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................25 Manual Latitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................26 Manual Longitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................27 User Minimum Design: Precompression Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................28 Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................29 Service Design: Top Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................30 Service Design: Bottom Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................31 Strength Design: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................32 Strength Design: Min Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................33 Strength Design: Max Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................34 Strength Design: Min Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................35 Design Status: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................36 Design Status: Top Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................37 Design Status: Bottom Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................38 Design Status: Punching Shear Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................39 Design Status: Punching Shear Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................40 Design Status: SSR Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................41 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Table of Contents Table of Contents - 2 Appendix 7.9.1-125 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/°Line Moment Spring: k/°Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³Reinforcing Area: in²Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft²Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: °F 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Units Units - 3 Appendix 7.9.1-126 Positive Loads Positive Analysis Positive Reactions 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Signs Signs - 4 Appendix 7.9.1-127 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Thermal Exp Coeff Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 5750 psi 150 150 4000 5750 4975 7200 0.2 5.556e-6 UserEc 3122000 4322000 8000 psi 150 150 3000 8000 3725 9754 0.2 5.556e-6 Code 2500000 3000000 Stiff 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 31220000 43220000 PT Systems System Name Strand Duct Anchor fse (ksi) Long-Term Losses (ksi) Min Radius (feet) ½" Unbonded ½" Unbonded ½" Unbonded ½" Unbonded 175 22 6 ½" Bonded ½" Bonded ½" Bonded ½" Bonded 160 22 6 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 175 22 8 0.6" Bonded 0.6" Bonded 0.6" Bonded 0.6" Bonded 160 22 8 HARPED HARPED HARPED HARPED 175 22 0 Strand Materials Strand Name Aps (in²) Eps (ksi) fpy (ksi) fpu (ksi) ½" Unbonded 0.153 28000 243 270 ½" Bonded 0.153 28000 243 270 0.6" Unbonded 0.217 28000 243 270 0.6" Bonded 0.217 28000 243 270 HARPED 0.153 28000 243 270 Duct Systems Duct Name Type Shape Material Duct Height (inches) Duct Width (inches) Max Strands Per Duct Wobble Friction (1/feet) Angular Friction (1/radians) ½" Unbonded unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 ½" Bonded bonded Flat Corrugated Plastic 1 3 4 0.001 0.2 0.6" Unbonded unbonded Round Tightly Sheathed 0.6 0.6 1 0.0014 0.07 0.6" Bonded bonded Flat Corrugated Plastic 1 4 4 0.001 0.2 HARPED unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 Anchor Systems 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Materials Materials - 5 Appendix 7.9.1-128 Anchor Systems Anchor Name Type Jacking Stress (ksi) Anchor Friction Seating Distance (inches) ½" Unbonded Monostrand 216 0 0.25 ½" Bonded Flat Multi-Plane 216 0.02 0.25 0.6" Unbonded Monostrand 216 0 0.25 0.6" Bonded Flat Multi-Plane 216 0.02 0.25 HARPED Monostrand 216 0 0.25 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi)Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Materials (2) Materials - 6 Appendix 7.9.1-129 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 SDL Dead Normal 1 1 LL Red Live (Reducible)Normal 1 0 LL Unred Live (Unreducible)Normal 1 0 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Loadings Loadings - 7 Appendix 7.9.1-130 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 SDL 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 1 0 LL Unred 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + S 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Load Combinations Load Combinations - 8 Appendix 7.9.1-131 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.5 0.5 LL Unred 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 SDL 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Load Combinations (2) Load Combinations - 9 Appendix 7.9.1-132 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Total Long-term Deflection 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Load Combinations (3) Load Combinations - 10 Appendix 7.9.1-133 Total Long-term Deflection Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 3 3 Balance Loading 3 3 SDL 3 3 LL Red 1 1 LL Unred 1 1 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Load Combinations (4) Load Combinations - 11 Appendix 7.9.1-134 Code Minimum Design 318-14 Min. Reinforcement Initial Service Design 318-14 Initial Service Design Service Design 318-14 Service Design Include detailed section analysis Sustained Service Design 318-14 Sustained Service Design Strength Design 318-14 Strength Design Punching Shear Design Ductility Design 318-14 Ductility Design User Minimum Design None 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Rules Design Rules - 12 Appendix 7.9.1-135 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Detailing Rules Detailing Rules - 13 Appendix 7.9.1-136 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Load History Load History - 14 Appendix 7.9.1-137 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet)Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches)Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Tendon Parameters Groups Tendon Parameters Groups - 15 Appendix 7.9.1-138 Deflection Checks Deflection Check Name Layer Diff. Layer Downward Limit (inches) Downward Limit (L/Δ) Upward Limit (inches) Upward Limit (L/Δ) Deflection Measure Appendix 7.9.1-139 LEVEL 06+ C7 b=20 d=24 C7 b=20 d=24 C7 b=20 d=24 C7 b=20 d=24 C2 b=20 d=30 C2 b=20 d=30 C2 b=20 d=30 C1 b=20 d=24 C2 b=20 d=30 C1 b=20 d=24 C6 b=20 d=20 C5 b=20 d=20 C2 b=20 d=30 C1 b=20 d=24 C3 b=20 d=36 C4 b=12 d=20 C3 b=20 d=36 C4 b=12 d=20 C6 b=20 d=20 C5 b=20 d=20 C3 b=20 d=36 C4 b=12 d=20 C6 b=20 d=20 C5 b=20 d=20 C5 b=20 d=20 C7 b=20 d=24 C7 b=20 d=24 C7 b=20 d=24 C7 b=20 d=24 C6 b=20 d=20 C5 b=20 d=20 C2 b=20 d=30 C2 b=20 d=30 C2 b=20 d=30 C1 b=20 d=24 C6 b=20 d=20 C5 b=20 d=20 C2 b=20 d=30 C1 b=20 d=24 C6 b=20 d=20 C5 b=20 d=20 C2 b=20 d=30 C1 b=20 d=24 C6 b=20 d=20 C5 b=20 d=20 C3 b=20 d=36 C4 b=12 d=20 C6 b=20 d=20 C5 b=20 d=20 C3 b=20 d=36 C4 b=12 d=20 C6 b=20 d=20 C5 b=20 d=20 C3 b=20 d=36 C4 b=12 d=20 C6 b=20 d=20 C5 b=20 d=20 t=24 TOC=0 Priority=4 t=12 TOC=-12 Priority=2 t=24 TOC=0 Priority=5 t=10 TOC=0 Priority=3 t=24 TOC=0 Priority=4 t=16 TOC=0 Priority=3 t=16 TOC=0 Priority=3 t=8 TOC=0 Priority=3 10 x 20 Priority=9 10 x 20 Priority=9 10 x 20 Priority=8 28 x 36 Priority=6 10 x 20 Priority=8 20 x 68 Priority=6 10 x 20 Priority=6 20 x 36 Priority=6 10 x 20 Priority=6 Mesh Input: Beams; Beam Dimensions; Beam Priorities; Slab Areas; Slab Area Thicknesses; Slab Area Elevations; Slab Area Priorities; Slab Openings; Slab Opening Hatching; Walls Above; Walls Below; Columns Above; Columns Below; Column Names; Column Dimensions; User Notes; User Lines; User Dimensions; Longitude Tendon Parameters: Banded Tendons; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Mesh Input: Standard Plan Mesh Input: Standard Plan - 17 Appendix 7.9.1-140 Fz=6 Fz=6 Fz=6 Fz=0.25 Fz=0.25 Fz=0.25 Fz=0.25Fz=0.36 Fz=0.36 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.36 Fz=0.36 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.25 Fz=0.25 Fz=0.125 Fz=0.125 Fz=0.175 Fz=0.175Fz=0.175 Fz=0.175 Fz=0.24 Fz=0.24 Fz=0.25 Fz=0.25 Fz=1.27 Fz=1.27 Fz=1.53 Fz=1.53 Fz=0.25 Fz=0.25 Fz=0.5 Fz=0.5 Fz=1.73 Fz=1.73 Fz=0.25 Fz=0.25 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=0.25 Fz=0.25 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=0.5 Fz=0.5 Fz=0.42 Fz=0.42 19 Fz=385 Fz=385 Fz=385 Fz=385 19 Fz=385 Fz=385 Fz=385 Fz=385 22 Fz=495 Fz=495 Fz=495 Fz=495 22 Fz=495 Fz=495 Fz=495 Fz=495 22 Fz=495 Fz=495 Fz=495 Fz=495 20 Fz=495 Fz=495 Fz=495 Fz=495 Fz=495Fz=495 10 Fz=105Fz=105 Fz=105Fz=105 Fz=105 Fz=105 Fz=105Fz=105 Fz=105 Fz=105 Fz=105Fz=105 Fz=105 Fz=105 Fz=105 Fz=105 Fz=105Fz=105 Fz=105 Fz=105 6 Fz=42.5 Fz=42.5 Fz=42.5 Fz=42.5 Topping Slab Fz=50 Fz=50Fz=50 Fz=50 Fz=50 Fz=50 Fz=50 Fz=50 6 Fz=42.5 Fz=42.5 Fz=42.5Fz=42.5 Fz=42.5Fz=42.5 Fz=42.5 Fz=42.5 7 Fz=12 Fz=12 Fz=12 Fz=12 Fz=12 Fz=12Fz=12 Fz=12Fz=12 Fz=12Fz=12 Fz=12 3 Fz=5 Fz=5 Fz=5 Fz=5 SW Conc stair Fz=150 Fz=150 Fz=150Fz=150 Fz=12 Fz=12 Fz=12 Fz=12 11 Fz=17.5 Fz=17.5 Fz=17.5 Fz=17.5 Fz=17.5 Fz=17.5 15 Fz=32 Fz=32 Fz=32 Fz=32 14 Fz=426 Fz=426 Fz=426 Fz=426 7 Fz=12 Fz=12 Fz=12 Fz=12 7 Fz=12 Fz=12 Fz=12 Fz=12 11 Fz=17.5 Fz=17.5 Fz=17.5 Fz=17.5 10 Fz=221 Fz=221 Fz=221 Fz=221 14 Fz=426 Fz=426 Fz=426 Fz=426 3 Fz=5 Fz=5 Fz=5 Fz=5 Fz=12 Fz=12 Fz=12 Fz=12 Fz=12 Fz=12 Fz=12 Fz=12 SDL: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Names; Area Load Icons; Area Load Values; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 SDL: All Loads Plan SDL: All Loads Plan - 18 Appendix 7.9.1-141 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJ Facade load: 20psf*12.5ft/2 =0.125 k/ft SW wall of topping slab: 6in x 8in x 150pcf = 0.05 k/ft SW_Wall support stair: 10in x10.2ft x 150pcf =1.275 k/ft Facade load: 40psf*12.5ft/2 =0.25 k/ft SW_Wall support stair: 10in x10.2ft x 150pcf =1.275 k/ft 40psf * 10.5ft = 0.42 k/ft 40psf CMU wall from Level 6+ to Level 7 Fz=0.25 Fz=0.25 Fz=0.25 Fz=0.25Fz=0.36 Fz=0.36 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.36 Fz=0.36 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.25 Fz=0.25 Fz=0.125 Fz=0.125 Fz=0.175 Fz=0.175Fz=0.175 Fz=0.175 Fz=0.24 Fz=0.24 Fz=0.25 Fz=0.25 Fz=1.27 Fz=1.27 Fz=1.53 Fz=1.53 Fz=0.25 Fz=0.25 Fz=0.5 Fz=0.5 Fz=1.73 Fz=1.73 Fz=0.25 Fz=0.25 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=0.25 Fz=0.25 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=1.73 Fz=0.5 Fz=0.5 Fz=0.42 Fz=0.42 SDL: Line Loads; Line Load Icons; Line Load Values; User Notes; Drawing Import: S-GRID; S-GRID-IDEN; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 SDL: Line Loads Plan SDL: Line Loads Plan - 19 Appendix 7.9.1-142 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20Fz=20 Fz=50 Fz=50 Fz=50 Fz=50 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 LL Red: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 LL Red: All Loads Plan LL Red: All Loads Plan - 20 Appendix 7.9.1-143 Fz=100Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100 Fz=125 Fz=125 Fz=125 Fz=125 Fz=100 Fz=100 Fz=100 Fz=100 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=100 Fz=100 Fz=100 Fz=100 Fz=125 Fz=125 Fz=125 Fz=125 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=125 Fz=125 Fz=125 Fz=125 Fz=12 Mx=100 Fz=12 Mx=100 Fz=12 Mx=100 Fz=12 Mx=100 Fz=100 Fz=100 Fz=100 Fz=100 LL Unred: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 LL Unred: All Loads Plan LL Unred: All Loads Plan - 21 Appendix 7.9.1-144 0.15 0.15 0.25 0.1 0.1 0.25 0.3 0.05 0.15 0.15 0.25 0.1 0.05 0.25 0.25 0.25 0 0.15 0.1 0.2 0.05 0.05 0 0.05 0 0.15 0.1 -0.05 0 0 0 0.1 0.05 0 0.05 0.1 0.1 0.05 0.05 0.1 0.2 0.1 0.25 0.3 0.25 0.15 0.25 0.25 0.15 0.25 0.1 0.15 0.1 0.1 0.25 0.15 0.05 0.1 0.05 0.05 0.15 0.1 0 0.05 0.1 0.05 0.2 0.2 0.2 0.1 0.15 0.1 0.15 0.15 0.05 0.15 -0.05 0.2 -0.05 0 0.05 -0.05 0.15 0 0.1 0 0.05 0.05 0.05 0 0 0 0.1 0.05 0.05 0.1 0.05 0.15 0.15 0.15 0.05 0.25 0.15 0.2 0.15 0.05 0.2 0.2 0.05 0.15 0 0.15 0 0.15 0.05 0.15 0.15 0.15 0.2 0.1 0.2 0.05 0.2 0.25 0.25 0.2 0.2 0.05 0.15 0.25 0.15 0.15 0.2 0.1 0.1 0.1 0.05 0 0 0 0.05 0 0.2 0.1 0.05 0.1 0 Total Long-term Deflection: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:400 Total Long-term Deflection - Vertical Deflection Plot (Maximum Values) -0.05 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 Min Value = -0.08472 inches @ (16.76,10.68) Max Value = 0.411 inches @ (0.9636,91.23) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Total Long-term Deflection: Max Deflection Plan Total Long-term Deflection: Max Deflection Plan - 22 Appendix 7.9.1-145 65% DL Balanced 53% DL + RLL Balanced 71% DL Balanced 52% DL + RLL Balanced 81% DL Balanced 58% DL + RLL Balanced 100% DL Balanced 79% DL + RLL Balanced 71% DL Balanced 60% DL + RLL Balanced 88% DL Balanced 76% DL + RLL Balanced 83% DL Balanced 72% DL + RLL Balanced 73% DL Balanced 43% DL + RLL Balanced 60% DL Balanced 55% DL + RLL Balanced 94% DL Balanced 68% DL + RLL Balanced 71% DL Balanced 49% DL + RLL Balanced 67% DL Balanced 65% DL + RLL Balanced 110% DL Balanced 82% DL + RLL Balanced 76% DL Balanced 47% DL + RLL Balanced 69% DL Balanced 67% DL + RLL Balanced 91% DL Balanced 73% DL + RLL Balanced 80% DL Balanced 50% DL + RLL Balanced 84% DL Balanced 52% DL + RLL Balanced 55% DL Balanced 54% DL + RLL Balanced 45% DL Balanced 43% DL + RLL Balanced 75% DL Balanced 49% DL + RLL Balanced 75% DL Balanced 49% DL + RLL Balanced 67% DL Balanced 49% DL + RLL Balanced 110% DL Balanced 80% DL + RLL Balanced 61% DL Balanced 52% DL + RLL Balanced 93% DL Balanced 79% DL + RLL Balanced 84% DL Balanced 71% DL + RLL Balanced 8.6% DL Balanced 5.7% DL + RLL Balanced 110% DL Balanced 71% DL + RLL Balanced 18% DL Balanced 11% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced -79% DL Balanced -48% DL + RLL Balanced 99% DL Balanced 79% DL + RLL Balanced 87% DL Balanced 72% DL + RLL Balanced 100% DL Balanced 80% DL + RLL Balanced 100% DL Balanced 78% DL + RLL Balanced 54% DL Balanced38% DL + RLL Balanced 110% DL Balanced 87% DL + RLL Balanced 84% DL Balanced 52% DL + RLL Balanced 95% DL Balanced 61% DL + RLL Balanced 70% DL Balanced 68% DL + RLL Balanced Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude DSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; SSS Balance Percentages; User Notes; User Lines; User Dimensions; Latitude Deflection Checks; Mesh Input: Beams; Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 23 Appendix 7.9.1-146 End 1 End 2End 1 End 2End 1 End 2End 1 End 2 End 1 End 2End 1 End 2End 1 End 2End 1 End 2End 1 End 2 End 1 End 2End 1 End 2End 1 End 2End 1 End 2End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2End 1 End 2 End 1 End 2End 1 End 2End 1 End 2 End 1 End 2End 1 End 2End 1 End 2 End 1 End 2End 1 End 2End 1 End 2 End 1 End 2 End 1 End 2 End 1 End 2 80% DL Balanced 62% DL + RLL Balanced 59% DL Balanced 52% DL + RLL Balanced 63% DL Balanced 56% DL + RLL Balanced 79% DL Balanced 78% DL + RLL Balanced 160% DL Balanced 110% DL + RLL Balanced 83% DL Balanced 60% DL + RLL Balanced 71% DL Balanced 50% DL + RLL Balanced 80% DL Balanced 56% DL + RLL Balanced 80% DL Balanced 60% DL + RLL Balanced 130% DL Balanced 93% DL + RLL Balanced 75% DL Balanced 57% DL + RLL Balanced 74% DL Balanced 51% DL + RLL Balanced 93% DL Balanced 56% DL + RLL Balanced 86% DL Balanced 54% DL + RLL Balanced 78% DL Balanced 63% DL + RLL Balanced 520% DL Balanced 260% DL + RLL Balanced 140% DL Balanced 110% DL + RLL Balanced 91% DL Balanced 75% DL + RLL Balanced 220% DL Balanced 170% DL + RLL Balanced 100% DL Balanced 63% DL + RLL Balanced 100% DL Balanced 68% DL + RLL Balanced 91% DL Balanced 74% DL + RLL Balanced 91% DL Balanced 79% DL + RLL Balanced 82% DL Balanced 59% DL + RLL Balanced 89% DL Balanced 73% DL + RLL Balanced 85% DL Balanced 74% DL + RLL Balanced 82% DL Balanced 52% DL + RLL Balanced 71% DL Balanced 56% DL + RLL Balanced 76% DL Balanced 63% DL + RLL Balanced 60% DL Balanced 40% DL + RLL Balanced -72% DL Balanced -54% DL + RLL Balanced 78% DL Balanced 62% DL + RLL Balanced -1700% DL Balanced 950% DL + RLL Balanced Design Strip: Longitude SSs; SS Ends; Longitude DSs; Longitude SSSs; SSS Hatching; SSS Balance Percentages; Longitude Deflection Checks; User Notes; User Lines; User Dimensions; Mesh Input: Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 24 Appendix 7.9.1-147 #1 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #2 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #3 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #4 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #5 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #6 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #7 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #8 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #9 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #10 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #11 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #12 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #13 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #14 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #15 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #16 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #17 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #18 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #19 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #20 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #21 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #22 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #23 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #24 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #25 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #26 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #27 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #28 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #29 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #30 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #31 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #32 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #33 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Design Strip: Punching Checks; Punching Check Numbers; Punching Check Criteria; Punching Check Sections; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 25 Appendix 7.9.1-148 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJ 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 6 6 6 6 6 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 1.75 15 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 10.5 10.5 10.5 10.5 10.5 10.5 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 16 5 16 5 16 5 16 5 16 5 16 5 16 5 16 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14 13 13 13 13 13 13 13 13 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 6 6 6 6 6 6 6 6 6 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 5 5 5 5 5 5 5 5 5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13 13 13 13 13 13 13 8 8 8 8 8 8 8 8 8 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.3S F=61.6 2.1S F=56.2 2.1S F=56.2 2.3S F=61.6 2.1S F=56.2 2.1S F=56.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.1S F=56.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.1S F=56.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 0.9S F=24.1 2.7S F=72.3 Manual Latitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Tendon Points; Profile Values; User Notes; Drawing Import: S-GRID-IDEN; S-GRID; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Jack Region; Generated Latitude Tendon: Tendons; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Manual Latitude Tendon: Standard Plan Manual Latitude Tendon: Standard Plan - 26 Appendix 7.9.1-149 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJ 6 6 1.75 11 1.75 11 1.75 11 4 6 6 19 15 22 15 22 19 19 19 6 6 6 11 1 6 19 5 5 6 6 6 6 11 1 5 1 9 5 5 5 6 6 6 8 11 1 5 1 9 5 5 5 23 16 16 15 9 23 16 8 8 9 15 1 15 10 8 8 8 9 15 1 15 10 8 8 8 9 15 1 15 10 8 15 8 9 8 14 4 8 21S F=562 21S F=562 21S F=562 21S F=562 21S F=562 21S F=562 21S F=562 21S F=562 21S F=562 21S F=562 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 26S F=696 26S F=696 26S F=696 26S F=696 26S F=696 10S F=268 10S F=268 10S F=268 40S F=1070 40S F=1070 40S F=1070 40S F=1070 40S F=1070 16S F=428 26S F=696 26S F=696 26S F=696 26S F=696 10S F=268 10S F=268 10S F=268 10S F=268 10S F=268 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 29S F=776 29S F=776 29S F=776 29S F=776 29S F=776 29S F=776 50S F=1340 50S F=1340 50S F=1340 50S F=1340 50S F=1340 50S F=1340 50S F=1340 44S F=1180 44S F=1180 44S F=1180 44S F=1180 44S F=1180 44S F=1180 44S F=1180 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 8S F=214 8S F=214 8S F=214 8S F=214 8S F=214 8S F=214 Manual Longitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; Drawing Import: S-GRID; S-GRID-IDEN; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 27 Appendix 7.9.1-150 User Minimum Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:400 User Minimum Design - Section Analysis Plot: (Precompression)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 User Minimum Design: Precompression Plan User Minimum Design: Precompression Plan - 28 Appendix 7.9.1-151 266 266 266 266 266 257 257 263 263 171 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 257 262 218 218 218 218 218 223 215 226 182 182 182 182 243 244 207 207 207 207 250 264 241 241 241 163 163 163 163 268 268 268 268 232 232 232 232 145 217 217 217 217 217 217 217 217 217 217 217 217 178 178 144 144 177 177180180177 177180180177 177 133 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 199 200 97.6 146 146 146 146 146 146 146 138 318 318 318 318 318 318 318 318 301 301 301 247 247 149 149 149 149 149 149 149 271 271 271 272 120 158 158 157 158 158 157 158 158 157 158 158 157 158 183 205 205 205 205 206 206 206 206 206 206 206 133 133 133 133 133 133 133 133 133 133 133 237 237 246 220 220 220 220 220 221 221 221 221 221 221 221 209 209 209 209 240 240 240 240 240 240 240 218 218 218 218 218 218 203 203 203 203 203 203 170 171 171 171 171 170 170 0 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 400 400 400 400 400 400 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 1C-5 OK 1C-6 OK 1C-7 OK 1C-8 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 6C-1 OK 6C-2 OK 6C-3 OK 6C-4 OK 6C-5 OK 6C-6 OK 7C-1 OK 7C-2 OK 7R-2 OK 7C-3 OK 8C-1 OK 9C-1 OK 9C-2 OK 9C-3 OK 9C-4 OK 10C-1 OK 10C-2 OK 10C-3 OK 10C-4 OK 11C-1 OK 11C-2 OK 11C-3 OK 11C-4 OK 12C-1 OK 12C-2 OK 12C-3 OK 12C-4 OK 12C-5 OK 13C-1 OK 13C-2 OK 13C-3 OK 13C-4 OK 13C-5 OK 14C-1 OK 14C-2 OK 15C-1 OK 15C-2 OK 15C-3 OK 16C-1 OK 16C-2 OK 17C-1 OK 17C-2 OK 17C-3 OK 18C-1 OK 18C-2 OK 18C-3 OK 19C-1 OK 19C-2 OK 19C-3 OK 20C-1 OK 21C-1 OK 21C-2 OK Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Service Design: Status Plan Service Design: Status Plan - 29 Appendix 7.9.1-152 65% DL Balanced 53% DL + RLL Balanced 71% DL Balanced 52% DL + RLL Balanced 81% DL Balanced 58% DL + RLL Balanced 100% DL Balanced 79% DL + RLL Balanced 71% DL Balanced 60% DL + RLL Balanced 88% DL Balanced 76% DL + RLL Balanced 83% DL Balanced 72% DL + RLL Balanced 73% DL Balanced 43% DL + RLL Balanced 60% DL Balanced 55% DL + RLL Balanced 94% DL Balanced 68% DL + RLL Balanced 71% DL Balanced 49% DL + RLL Balanced 67% DL Balanced 65% DL + RLL Balanced 110% DL Balanced 82% DL + RLL Balanced 76% DL Balanced 47% DL + RLL Balanced 69% DL Balanced 67% DL + RLL Balanced 91% DL Balanced 73% DL + RLL Balanced 80% DL Balanced 50% DL + RLL Balanced 84% DL Balanced 52% DL + RLL Balanced 55% DL Balanced 54% DL + RLL Balanced 45% DL Balanced 43% DL + RLL Balanced 75% DL Balanced 49% DL + RLL Balanced 75% DL Balanced 49% DL + RLL Balanced 67% DL Balanced 49% DL + RLL Balanced 110% DL Balanced 80% DL + RLL Balanced 61% DL Balanced 52% DL + RLL Balanced 93% DL Balanced 79% DL + RLL Balanced 84% DL Balanced 71% DL + RLL Balanced 8.6% DL Balanced 5.7% DL + RLL Balanced 110% DL Balanced 71% DL + RLL Balanced 18% DL Balanced 11% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced -79% DL Balanced -48% DL + RLL Balanced 99% DL Balanced 79% DL + RLL Balanced 87% DL Balanced 72% DL + RLL Balanced 100% DL Balanced 80% DL + RLL Balanced 100% DL Balanced 78% DL + RLL Balanced 54% DL Balanced38% DL + RLL Balanced 110% DL Balanced 87% DL + RLL Balanced 84% DL Balanced 52% DL + RLL Balanced 95% DL Balanced 61% DL + RLL Balanced 70% DL Balanced 68% DL + RLL Balanced -264 -271 -93.7 -168 -209 30.1 14.6 -354 189 71.6 -151 -45.8 -71.9 283 105 -109-106 -331 188 174 -189 126 173 -301 -31.2 -36.6 -230 -193 -213 -242 33.9 11.5 -57.1 -30.7 -121 -210 -103 -171 -35.9 -150 -30.3 -198 -247 19.5 16.6 23.5 -31.7 37.2 177 -306 177 -199 -249 14.3 10.4 -13.8 70 223 -318 229 231 -384 74 -176 -215 92.5 -10.9 -121 74.1 249 -260 -146 -164 200 235 -270 228 82.6 -265 137 -72.8 -198 7.51 -81.9 88.8 137 -252 -185 -189 36.5 -27.1 -134 -99.8 -215 -115 -55.3 -239 -38.3 -110 -210 -115 -79.2 -96.1 -34.3 -98.9 -166 -96.9 0 0 -111 -122 -20.5 153 62 215 31.4 303 88.3 -64.2-62.9 -155 -99 -99.5 -80.1 -94.8 50.9 73.7 -79.3 -62.4 -86.2 93.9 100 -93.4 -90.7 -147 42.6 19.8 -75.7 -43.6 -97.7 -6.32 -92.3 -9.03 -128 -82.6 -25.6 -117 -3.78 -57.8 54.3 39.7 -57 17.3 -69.3 11 -39.5 -66.5 -32.8 -126 -393 -270 -278 432 423 -342 420 415 -355 223 -15.3 -367 -214 -361 -45 -131 -60.6 -306 -296 -348 293 52.2 -157 -103 -126 -67.4 -124 62.7 59.4 -135 -77.3 -149 -68.7 -83.2 18.1 -21.8 -61.8 -15.3 -167 -141 -272 14.6 -55.9 -44 -240 -226 -405 434 112 275 -101 -37.2 34.6 -257 -132 -141 52.8 -54.6 -202 -63.3 134 -262 -110 -141 -65.3 -54.8 -46.9 -125 -122 -229 -48.3 -94.8 -91.6 -102 -36.1 24.9 -278 -263 -270 -150 -138 0.594 -194 386 -191 -142 -208 -129 -193 -163 -231 -59.2 -220 -232 -47.1 -99.6 -362 -70.5 -133 -104 -161 -143 -233 -217 -195 -198 12.2 -38.8 -375 -37.6 -78.8 -27.6 -106 -204 -196 -197 -142 -183 17.5 59 -310 -53 -71.7 20.5 -73.1 -204 -178 18.7 -67.6 -40 -74.7 -54.9 -159 -144 -155 -152 -200 -174 -167 -158 -166 -155 -159 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 Service Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: Latitude SSSs; SSS Balance Percentages; Scale = 1:400 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Service Design: Top Stress Plan Service Design: Top Stress Plan - 30 Appendix 7.9.1-153 -262 -235 -344 -266 -261 -358 -324 -35.4 -269 -148 -52.5 -223 -154 -278 -235 -184-212 33.8 -57.1 -48.4 -347 -332 -142 -144 -93.7 -316 -366 -31.6 -266 -295 -214 -234 -204 -208 -180 -409 -386 -290 -297 -126 -96.3 -153 -87.5 -246 -139 -253 -188 -129 -371 -368 -276 -282 -385 -15.2 -410 -188 -122 -349 -322 -254 -283 -377 -15 -323 -301 -204 -228 -14.3 -335 -171 -143 -452 -320 -138 -247 -323 110 -420 -434 164 -405 -298 211 -477 -277 -85.6 -252 -312 154 -462 -433 -75.1 -348 -424 -33.5 -354 -359 -195 -230 -128 -157 -142 -181 -19.1 70.7 15.7 0 0 -35.4 -35.3 -158 -182 -142 -167 -172 -96.6 -126 -107 -175 -81.9-103 -84.2 -105 -49.3 -121 -120 -75.6 -104 -79.6 -83.5 -59.4 -116 -125 -63.7 -66.2 -53.1 -65.2 -29.1 -75.5 -87.9 -35 -73.1 -47 -36.4 -158 12.2 -217 -230 107 -197 -193 102 -97.7 -108 -79.6 -102 -50.5 -346 -28.8 -642 -698 35.8 -663 -658 -1.17 -574 -413 -197 -372 -161 -459 -303 -280 8.4 -438 -84.8 -187 31.6 -13.2 20.3 -123 -117 -293 -243 -131 -133 -24.7 -201 -168 -219 -222 -158 -209 -21.1 -51.9 -212 -206 -392 -293 -279 56.8 -643 -222 -397 -55.5 -155 -284 29.9 -181 -176 -177 -85.4 -233 -303 -20.6 -251 -251 -80.5 -121 -252 -137 -238 -443 -25.5 -48 -38.9 -111 -156 -318 -224 -227 -269 -13.6 -138 -110 -154 -185 -107 -202 -236 -203 -312 -307 -260 -5.15 -305 -261 -240 -278 -193 -245 -214 -189 -320 -281 63.5 -288 -277 -233 -260 -162 -220 -216 -161 -270 -286 75.6 -285 -235 -237 -132 -207 -202 -88.5 -507 -52.6 34.7 -24.6 -16.4 -19.5 67.8 -56.8 -53.2 45.4 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:400 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 31 Appendix 7.9.1-154 -0.912 -98.8 -72 -183 -166 452 -322 -272 404 -344 -298 96.592.6 971 -637 -625 780 -466 -508 870 -444 -491 32.7 -3.72 -320 -282 -109 -142 65.8 638 110 181 -89.4 -3.59 -336 -291 -46.6 -5.38 473 -159 -3.06 -274 -216 -16 -38.3 2.85 340 -186 -181 324 4.73 -1.41 -118 -76.2 9.76 -10.1 5.1 156 -98.5 -99.7 167 -9.27 -3.83 188 -125 -87.6 137 -103 -133 356 -210 -203 274 -123 -150 298 -158 -174 -2.03 -102 54 40.5 84.8 45.7 0 0 148 1.95 -132 222 169211 -126 -247 150142 630 -380 -379 515 -297 -304 568 -305 -340 62.2 -2.08 154 -80.6 -87.4 116 -89 -87.7 129 -71.4 -76.1 12.4 10.2 334 -313 -323 314 -324 -322 310 -288 -235 131 -1.87 61.2 -253 -263 513 -23.2 -60 -108 240 -314 -270 222 -258 -275 -176 -185 -49.1 -81.9 43.7 55 -409 -417 768 -187 -54.8 22.5 -2.56 -72.2 411 -195 -188 73.6 -9.47 -10.6 208 -119 -115 13.1 -9.13 -518 -593 650 -428 -442 -54 -98.3 -10.6 212 -78.1 -86.3 41.9 2.94 -0.414 -738 -720 1250 -651 -627 9.03 -5.57 -0.105 -686 -674 1220 -606 -564 31.4 1.63 -18.2 -2.61 -481 -514 790 -459 -414 24.2 -4.26 -131 1.27 -24.6 -328 87.3 66.2 131 107 217 -199 -192 -40.2 -40.6 -19.2 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:400 Strength Design - Envelope Plot: (Bending)(Context: Max Moment) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Strength Design: Max Bending Moment Plan Strength Design: Max Bending Moment Plan - 32 Appendix 7.9.1-155 -3.35 -187 -146 -120 -314 -386 220 -617 -549 199 -733 -817 -132-132 604 -1090 -1070 430 -909 -959 523 -771 -760 -74 -7.03 -503 -408 -230 -319 -388 -56.3 -91.5 143 -694 -6.72 -545 -430 -206 -282 -319 268 -493 -5.8 -429 -325 -139 -219 -278 179 -435 -437 169 -178 -2.47 -189 -116 -20.1 -84 -110 87.1 -209 -219 88.3 -111 -96.4 98.6 -248 -201 49.1 -258 -384 198 -399 -370 138 -292 -317 171 -311 -268 -33.6 -46.5 -160 29 -19.4 38.4 9.62 0 0 102 -44.3 -250 85.7149 -309 -786 408 -715 -751 207 -714 -722 273 -628 -574 -63.6 -90.3 -128 105 -161 -190 16.4 -213 -208 34.8 -169 -143 -19 -110 194 -541 -528 215 -501 -505 217 -442 -348 96.5 -47.5 16.3 -388 -474 295 -427 -573 -97.4 -148 -116 -729 -744 -97.3 -636 -512 -148 -184 -14 -639 -692 490 -703 -200 -5.55 -40.6 -386 207 -415 -318 -1.74 -92.3 -193 118 -178 -181 -11.1 -59 -724 -1020 339 -760 -707 -148 -229 106 -179 -138 -1.06 -52.1 -53.7 -1140 -1130 781 -1100 -898 -36 -55.5 -1100 -1090 736 -1100 -864 -31 -74.5 -68 -708 -794 524 -754 -590 -27.8 -154 -7.3 -29.2 -518 -144 -236 -210 -242 -92.2 -312 -323 -45.3 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:400 Strength Design - Envelope Plot: (Bending)(Context: Min Moment) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Strength Design: Min Bending Moment Plan Strength Design: Min Bending Moment Plan - 33 Appendix 7.9.1-156 13.4 57.7 14.2 56.2 -10.8 -51.5 146 -24.4 -71.6 155 152 -148 -94 -148 291 -78.9 -151 292 -83.7 -148 268 -19.2 -60.7 24 37.4 37.4 152 -23.7 61.9 -46.8 -55.8 174 37.8 37.7 162 -34.9 33 -46.3 132 32.7 129 -32 44.1 42 -31.3 111 -17.9 -44.4 84.9 12 11.8 59.6 -19.7 23.6 -13.6 -13.9 47.4 -13.8 -21.5 54.8 -1.78 -15 51.4 -4.18 -18.6 50.7 40.3 -26.7 -64.1 81.1 72.8 -19.2 -41.5 68.5 60.1 -19 -39.7 75.7 -13 -24.2 10.2 9.05 -12.1 -17.3 -3.11 -6.47 20.7 20.2 0 0 3.88 36.2 -39.7 2.2 -13.5-13.5 104 -123 -124 182 -23.1 -78.7 187 -31 -80.8 180 -18.8 -46.1 47.4 -3.92 -12.6 34.7 28.5 -0.235 -14 38.9 34.7 -1.29 -15.1 36.5 33.4 -3.65 -11.1 0.795 -0.798 0.6 -21.3 -24.5 123 -43.4 -65.2 131 -50.5 -64.2 112 -61.3 -61.7 62.3 19.5 83 -62.4 -62.6 165 37.3 -27.4 141 -9.58 -31 128 -34.1 43.8 18 138 -104 -44.1 -45 205 30.7 -4.95 -2.34 -5.26 8.59 0.374 12.6 -55.9 135 -40.3 72.5 13.2 -15.9 -0.71 -0.749 47.3 -14.5 -10.7 -10.9 -3.44 29 26.3 116 -106 -115 186 -1.53 -58.4 21.1 -9.23 -13.7 64.7 -17.7 50.6 52.6 44.5 265 -181 -189 279 -77.5 -78 18.3 56.6 45.3 257 -177 -180 278 -68 -69 31 7.47 181 -129 -134 208 -54.8 22.9 -14.6 -16.7 -10.7 -10.9 12.7 12.7 -2.82 3.67 3.51 53.2 -6.33 -31.6 -17.5 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:400 Strength Design - Envelope Plot: (Vertical Shear)(Context: Max Shear) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Strength Design: Max Shear Plan Strength Design: Max Shear Plan - 34 Appendix 7.9.1-157 7.99 14.9 8.71 -28 15.3 -122 69.6 21.6 -151 82.2 68.3 -277 -235 -289 159 86.3 -277 142 95.7 -273 137 106 -158 -30.7 23.8 23.7 76.1 61.4 -91.3 7.22 -149 55.9 22.4 22.2 86.9 70.4 -97.4 -28.1 -120 48.7 47.1 21 64.5 47.2 -86.7 2.86 2.49 -94.5 49 19.9 -109 23 -1.38 7.27 7 26.1 20.6 -39.6 6.09 -38.6 -40.2 21.1 14.8 -47.6 15.1 8.77 -44.2 23.9 11.6 -39.8 -43.4 23.4 5.96 -102 -86 -102 45.4 26.6 -61.8 -73.3 35.5 14.5 -62.8 -72.8 43.3 26.8 -36.7 -42.5 -9.44 -26.6 -32.3 -18.1 -34.7 -5.25 -5.45 0 0 -5.35 1.52 -0.191 17.6 -111 -35-45 16.98.11 19.4 5.9 -268 96 32.2 -186 75 29.6 -189 77.4 46.7 -121 -16 -24.2 -23.6 -28.9 20.5 3.96 -33.1 -37.6 14.2 1.07 -34.7 -39.3 14.4 4.38 -17.4 -19.6 -9.17 -12.4 -10.4 -69.4 67 59.8 -139 65.3 47.5 -125 61.3 -106 34.7 -22.4 44.2 -133 50.4 20.3 -158 39.9 37.3 -162 36.7 28.4 -84.2 -6.73 -39 70 -196 88 71.1 -33.2-58.9 -15.6 -19.2 0.117 -8.89 0.593 -5.41 0.611 -172 52.9 44.8 -92.6 8.13 -54.2 26.7 19.3 -34.1 -20.7 -22 -20.6 -19.4 42 10.9 -216 92.5 66.4 -70.5 -109 -29.7 -36.8 -58.7 22.1 14.7 -41.6 1.12 -3.75 -31.7 154 -354 134 94.4 -155 -22.9 -27.8 143 -347 124 86.8 -162 -23.2 -61.6 95.8 -251 103 77.9 -123 -8.13 -25.3 -25.8 -17.2 -17.7 5.95 -37.7 -42.2 14.3 4.46 -33.6 -45.3 -42.6 -56.5 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:400 Strength Design - Envelope Plot: (Vertical Shear)(Context: Min Shear) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Strength Design: Min Shear Plan Strength Design: Min Shear Plan - 35 Appendix 7.9.1-158 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 1C-5 OK 1C-6 OK 1C-7 OK 1C-8 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 5C-1 OK 5C-2 OK 5C-3 OK 5C-4 OK 6C-1 OK 6C-2 OK 6C-3 OK 6C-4 OK 6C-5 OK 6C-6 OK 7C-1 OK 7C-2 OK 7R-2 OK 7C-3 OK 8C-1 OK 9C-1 OK 9C-2 OK 9C-3 OK 9C-4 OK 10C-1 OK 10C-2 OK 10C-3 OK 10C-4 OK 11C-1 OK 11C-2 OK 11C-3 OK 11C-4 OK 12C-1 OK 12C-2 OK 12C-3 OK 12C-4 OK 12C-5 OK 13C-1 OK 13C-2 OK 13C-3 OK 13C-4 OK 13C-5 OK 14C-1 OK 14C-2 OK 15C-1 OK 15C-2 OK 15C-3 OK 16C-1 OK 16C-2 OK 17C-1 OK 17C-2 OK 17C-3 OK 18C-1 OK 18C-2 OK 18C-3 OK 19C-1 OK 19C-2 OK 19C-3 OK 20C-1 OK 21C-1 OK 21C-2 OK 1 OK (non-standard section) 2 OK with SSR 3 OK with SSR 4 OK with SSR 5 OK (non-standard section) 6 OK (non-standard section) 7 OK with SSR 8 OK (non-standard section) 9 OK (non-standard section) 10 OK (non-standard section) 11 OK (non-standard section) 12 OK 13 OK with SSR 14 OK with SSR 15 OK 16 OK (non-standard section) 17 OK (non-standard section) 18 OK with SSR 19 OK with SSR (non-standard section) 20 OK 21 OK with SSR 22 OK 23 OK 24 OK 25 OK with SSR 26 OK 27 OK 28 OK 29 OK with SSR 30 OK 31 OK 32 OK (non-standard section) 33 OK (non-standard section) Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; User Notes; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Status: Status Plan Design Status: Status Plan - 36 Appendix 7.9.1-159 (11)#5x12T (11)#5x12T (9)#5x12T (7)#5x12T (11)#5x25T #5x12@12T (11)#5x7.5T #5x12@12T (4)#9x30.6T #5x12@12T #5x15@12T (11)#5x12T (11)#5x12T (9)#5x12T (9)#5x12T (11)#5x29.8T (11)#5x29.8T (9)#5x7.5T (9)#5x7.5T (7)#5x7.5T #5x7.5@12T (7)#5x7.5T #5x7.5@12T (7)#5x7.5T #5x7.5@12T (7)#5x7.5T #5x7.5@12T #5x12@6T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x99.9@12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x7.5@12T #5x7.5@12T #5x12@12T (11)#5x12T (11)#5x12T (11)#5x25T (11)#5x7.5T (6)#8x78T (11)#5x25T #5x12@12T #5x12@12T (11)#5x25T (9)#5x25T #5x12@12T #5x15@12T #5x15@12T #5x12@12T (11)#5x25T (9)#5x25T (9)#8x43.2T (9)#8x16.3T (7)#5x25T (7)#5x25T #5x60.7@12T (7)#5x25T (7)#5x25T (7)#5x25T (7)#5x25T (8)#8x49T 1 #5 T. 2 #5 T. 11 #5 T. 6 #5 T. 6 #5 T. 6 #5 T. 9 #5 T. 2 #5 T. 5 #8 T. 7 #5 T. Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 37 Appendix 7.9.1-160 #5x28.5@12B #5x6@12B #5x12@12B (4)#5x30B #5x12@12B #5x6@12B #5x14@12B #5x98.8@12B (6)#8x78.6B #5x6@12B #5x12@12B #5x6@12B (4)#8x44.9B #5x60.7@12B (8)#8x44.3B 13 #5 B. 13 #5 B. 4 #5 B. 5 #5 B. 1 #8 B. Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Status: Bottom Reinforcement Plan Design Status: Bottom Reinforcement Plan - 38 Appendix 7.9.1-161 1 OK (non-standard section) 2 OK with SSR 3 OK with SSR 4 OK with SSR 5 OK (non-standard section) 6 OK (non-standard section) 7 OK with SSR 8 OK (non-standard section) 9 OK (non-standard section) 10 OK (non-standard section) 11 OK (non-standard section) 12 OK 13 OK with SSR 14 OK with SSR 15 OK 16 OK (non-standard section) 17 OK (non-standard section) 18 OK with SSR 19 OK with SSR (non-standard section) 20 OK 21 OK with SSR 22 OK 23 OK 24 OK 25 OK with SSR 26 OK 27 OK 28 OK 29 OK with SSR 30 OK 31 OK 32 OK (non-standard section) 33 OK (non-standard section) Design Status: PC Designs; PC Design Numbers; PC Design Status; PC Design Sections; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 39 Appendix 7.9.1-162 100 166 7.33 100 Max Stress=166 Design Strip Max Fz 93 201 201 259 259 151 151 93 52.1 54.2 54.2 59.3 59.3 59.3 59.3 54.1 54.1 5252 46.9 46.9 46.9 46.9 52.1 Max Stress=259 Design Strip Max Ms Max Stress=59.3 Design Strip Max Mr 157 276 275 155 155 157 57.4 59.7 59.7 65.2 65.2 65.2 65.2 59.5 59.5 57.1 57.1 51.6 51.6 51.7 51.7 57.4 Max Stress=276 Design Strip Max Mr Max Stress=65.2 Design Strip Max Mr 88.8 198 198 254 254 145 145 88.8 45.4 47.2 47.2 54.1 54.1 54.9 54.9 52.8 52.8 5151 44.1 44.1 43.3 43.3 45.4 Max Stress=254 Design Strip Max Fz Max Stress=54.9 Design Strip Max Mr 223 53.3 53.3 142 Max Stress=223 Design Strip Max Fz 62.9 -53.2 95.5 62.9 Max Stress=95.5 Design Strip Max Fz 270 197 197 110 110 183 183 270 89 86.7 86.7 79.6 79.6 76.3 76.5 80.2 80.2 87.3 87.3 89.4 89.4 89 Max Stress=270 Design Strip Max Fz Max Stress=89.4 Design Strip Min Mr 130 126 126 102 102 97.6 97.6 9292 130 130131 131 134 134134 134130 Max Stress=134 Design Strip Max Fz 129 123 123 79.6 79.6 7272 76.8 76.8 84.4 84.4 128 128 134 134 129 Max Stress=134 Design Strip Max Fz 126 97.997.992.392.352.852.845.945.9 73.873.880.880.8 120120126 Max Stress=126 Design Strip Max Fz 81.6 19.8-17.7 44.144.149.249.2 77.677.681.6 Max Stress=81.6 Design Strip Max Fz -0.719 61.4 61.4 104 41.9 -0.719 Max Stress=104 Design Strip Max Mr 291 332 332 258 258 218 218 291 95.5 96.6 96.6 93.9 93.9 91.4 91.4 83.9 83.9 82.8 82.8 85.5 85.5 8888 95.5 Max Stress=332 Design Strip Max Fz Max Stress=96.6 Design Strip Min Ms 279 165165158158 271271 279 81.5 73.173.1 62.162.16262 72.472.4 80.880.8 91.891.8 91.991.9 81.5 Max Stress=279 Design Strip Max Fz Max Stress=91.9 Design Strip Min Mr 147 43.635.4 138138 147 Max Stress=147 Design Strip Max Fz 62.7 14.3 14.3 6.05 6.05 -14 42.7 62.7 Max Stress=62.7 Design Strip Min Mr 165 175 175 177 177 151 151 149 149 140 140 165 Max Stress=177 Design Strip Max Fz -98.7209209 280280 -28.1 69.260.560.5 56.756.7 66.466.4 90.690.6 99.3 Max Stress=280 Design Strip Max Fz Max Stress=99.3 Design Strip Min Mr -30.9 291291 -273 45.3 101101 58.458.4 -16.5 Max Stress=291 Design Strip Max Ms Max Stress=101 Design Strip Max Ms 53.6 65.3 65.3 83.8 72.2 53.6 Max Stress=83.8 Design Strip Max Fz 334 346 346 311 311 299 299 334 103 103 103 101 101 101 101 98.1 98.1 97.9 97.9 99.3 99.3 100 100 103 Max Stress=346 Design Strip Max Fz Max Stress=103 Design Strip Min Ms 229 126126115115 218218 229 Max Stress=229 Design Strip Max Fz 19.9 41.6 41.6 64.9 43.2 19.9 Max Stress=64.9 Design Strip Max Fz 60.5 48.8 48.8 65.4 77.2 60.5 Max Stress=77.2 Design Strip Max Fz 338 327 327 289 289 299 299 338 101 101 101 97.9 97.9 9797 95.4 95.4 95.7 95.7 98.6 98.6 99.5 99.5 101 Max Stress=338 Design Strip Max Fz Max Stress=101 Design Strip Min Ms 227 123123121121 224224 227 Max Stress=227 Design Strip Max Fz 42.5 40.1 40.1 73.7 76.1 42.5 Max Stress=76.1 Design Strip Max Fz 57.3 79.9 79.9 60.5 37.8 57.3 Max Stress=79.9 Design Strip Max Fz 230 287 287 228 228 171 171 230 101 104 104 103 103 99.5 99.5 89.9 89.9 87.2 87.2 88.3 88.3 91.7 91.7 101 Max Stress=287 Design Strip Max Fz Max Stress=104 Design Strip Min Ms 155 81.681.6113113 187187 155 Max Stress=187 Design Strip Max Fz 49.6 15.1 15.1 4276.5 49.6 Max Stress=76.5 Design Strip Max Fz -6.27 -1.2 -1.2 0.659 0.659 -28.5 Max Stress=28.5 Design Strip Min Fz 19.9 23.5 23.5 24.8 24.8 23.8 23.8 22.5 22.5 18.9 Max Stress=24.8 Design Strip Max Fz Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 Design Status - Punching Plot: (Stresses,Max Stress,Controlling)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Status: Punching Shear Stress Plan Design Status: Punching Shear Stress Plan - 40 Appendix 7.9.1-163 (10) 10@6 First Spacing = 5.25 5/8" SSR (10) 10@6 First Spacing = 5.25 5/8" SSR (10) 10@6 First Spacing = 5.25 5/8" SSR (8) 5@6.5 First Spacing = 5.25 5/8" SSR (8) 9@4.5 First Spacing = 4.5 5/8" SSR (12) 6@6.25 First Spacing = 4.25 5/8" SSR (9) 5@6.25 First Spacing = 4.25 5/8" SSR (6) 3@6.25 First Spacing = 4.25 5/8" SSR (8) 14@3.75 First Spacing = 3.75 5/8" SSR (8) 14@3.75 First Spacing = 3.75 5/8" SSR (8) 6@5.5 First Spacing = 5.5 5/8" SSR 100 166 7.33 100 98.6 146 146 -2.23 -49.2 98.6 88.7 144 144 34.1 34.1 -21 -21 88.7 106 141 141 132 -5.22 106 USR=0.729 USR=0.64 USR=0.633 USR=0.619 93 201 201 259 259 151 151 93 142 251 251 141 141 142 RSR = 0.815 (USR=1.11) RSR = 0.876 (USR=1.11) 157 276 275 155 155 157 136 274 274 272 272 134 134 136 RSR = 0.962 (USR=1.21) RSR = 0.863 (USR=1.2) 88.8 198 198 254 254 145 145 88.8 114 207 247 154 154 114 RSR = 0.8 (USR=1.09) RSR = 0.86 (USR=1.09) 223 53.3 53.3 142 206 154 154 68.2 68.2 117 96.6 136 136 83.9 83.9 44.1 33.7 92.4 92.4 131 131 72.1 72.1 33.7 USR=0.982 USR=0.904 USR=0.6 USR=0.575 62.9 -53.2 95.5 62.9 42.5 -28.4 -28.4 24.3 95.2 42.5 54.5 -67.7 -34.3 8888 54.5 50.5 -64.7 -22 82.2 82.2 50.5 USR=0.42 USR=0.418 USR=0.387 USR=0.361 270 197 197 110 110 183 183 270 RSR = 0.942 (USR=1.19) 130 126 126 102 102 97.6 97.6 9292 130 130131 131 134 134134 134130 USR=0.568 129 123 123 79.6 79.6 7272 76.8 76.8 84.4 84.4 128 128 134 134 129 USR=0.578 126 97.997.992.392.352.852.845.945.9 73.873.880.880.8 120120126 USR=0.544 81.6 19.8-17.7 44.144.149.249.2 77.677.681.6 USR=0.359 -0.719 61.4 61.4 104 41.9 -0.719 -12 65.4 65.4 96.8 96.8 19.4 19.4 -12 USR=0.457 USR=0.426 291 332 332 258 258 218 218 291 RSR = 0.983 (USR=1.38) 279 165165158158 271271 279 RSR = 0.833 (USR=1.19) 147 43.635.4 138138 147138 54.354.345.145.1 129129 138 USR=0.645 USR=0.608 62.7 14.3 14.3 6.05 6.05 -14 42.7 62.7 56.3 12.4 12.4 4.97 4.97 -11.2 -11.2 -3.81 -3.81 4040 56.3 USR=0.276 USR=0.247 165 175 175 177 177 151 151 149 149 140 140 165 USR=0.776 -98.7209209 280280 -28.1 RSR = 0.775 (USR=1.23) -30.9 291291 -273 -153125125 173173 -105 -139 128128 161161 -98.7 RSR = 0.845 (USR=1.28) RSR = 0.563 (USR=0.759) RSR = 0.528 (USR=0.708) 53.6 65.3 65.3 83.8 72.2 53.6 48.6 61.9 61.9 67.1 67.1 53.8 53.8 48.6 USR=0.369 USR=0.295 334 346 346 311 311 299 299 334 RSR = 0.993 (USR=1.46) 229 126126115115 218218 229 USR=0.994 19.9 41.6 41.6 64.9 43.2 19.9 USR=0.285 60.5 48.8 48.8 65.4 77.2 60.5 57.5 44.1 44.1 48.7 48.7 6262 57.5 USR=0.339 USR=0.273 338 327 327 289 289 299 299 338 RSR = 0.972 (USR=1.43) 227 123123121121 224224 227 USR=0.998 42.5 40.1 40.1 73.7 76.1 42.5 USR=0.334 57.3 79.9 79.9 60.5 37.8 57.3 51.1 76.9 76.9 56.8 56.8 3131 51.1 USR=0.351 USR=0.338 230 287 287 228 228 171 171 230 RSR = 0.983 (USR=1.23) 155 81.681.6113113 187187 155 USR=0.823 49.6 15.1 15.1 4276.5 49.6 USR=0.336 -6.27 -1.2 -1.2 0.659 0.659 -28.5 USR=0.125 19.9 23.5 23.5 24.8 24.8 23.8 23.8 22.5 22.5 18.9 USR=0.109 Design Status: PC Designs; SSR; SSR Description; SSR Details; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-999)(Max SR Context) 3rd B_PT slab design_LEVEL 6+_VE_V1.cpt - 2024-06-11 Design Status: SSR Plan Design Status: SSR Plan - 41 Appendix 7.9.1-164 3rd B_PT slab design_LEVEL 7_VE_V1.cpt 2024-06-10 RAM Concept © 2023 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 23.0.1 Appendix 7.9.1-165 Units ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................3 Signs ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................4 Materials ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5 Loadings ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................7 Load Combinations ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8 Design Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................12 Detailing Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................13 Load History ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................14 Tendon Parameters Groups ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................15 Deflection Checks ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................16 Mesh Input: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................17 SDL: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................18 SDL: Line Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................19 LL Red: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................20 LL Unred: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................21 Long-term Deflection: Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................22 Long-term Deflection ( 40% Cracked): Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................23 Long-term Deflection (50% Cracked): Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................24 Design Strip: Latitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................25 Design Strip: Longitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................26 Design Strip: Punching Checks Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................27 Manual Latitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................28 Manual Longitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................29 User Minimum Design: Precompression Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................30 Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................31 Service Design: Top Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................32 Service Design: Bottom Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................33 Strength Design: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................34 Strength Design: Min Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................35 Strength Design: Max Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................36 Strength Design: Min Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................37 Design Status: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................38 Design Status: Top Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................39 Design Status: Bottom Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................40 Design Status: Punching Shear Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................41 Design Status: Punching Shear Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................42 Design Status: SSR Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................43 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Table of Contents Table of Contents - 2 Appendix 7.9.1-166 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/°Line Moment Spring: k/°Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³Reinforcing Area: in²Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft²Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: °F 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Units Units - 3 Appendix 7.9.1-167 Positive Loads Positive Analysis Positive Reactions 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Signs Signs - 4 Appendix 7.9.1-168 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Thermal Exp Coeff Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 5750 psi 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 3122000 4322000 8000 psi 150 150 3000 8000 3725 9754 0.2 5.556e-6 Code 2500000 3000000 Stiff 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 31220000 43220000 PT Systems System Name Strand Duct Anchor fse (ksi) Long-Term Losses (ksi) Min Radius (feet) ½" Unbonded ½" Unbonded ½" Unbonded ½" Unbonded 175 22 6 ½" Bonded ½" Bonded ½" Bonded ½" Bonded 160 22 6 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 175 22 8 0.6" Bonded 0.6" Bonded 0.6" Bonded 0.6" Bonded 160 22 8 HARPED HARPED HARPED HARPED 175 22 0 Strand Materials Strand Name Aps (in²) Eps (ksi) fpy (ksi) fpu (ksi) ½" Unbonded 0.153 28000 243 270 ½" Bonded 0.153 28000 243 270 0.6" Unbonded 0.217 28000 243 270 0.6" Bonded 0.217 28000 243 270 HARPED 0.153 28000 243 270 Duct Systems Duct Name Type Shape Material Duct Height (inches) Duct Width (inches) Max Strands Per Duct Wobble Friction (1/feet) Angular Friction (1/radians) ½" Unbonded unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 ½" Bonded bonded Flat Corrugated Plastic 1 3 4 0.001 0.2 0.6" Unbonded unbonded Round Tightly Sheathed 0.6 0.6 1 0.0014 0.07 0.6" Bonded bonded Flat Corrugated Plastic 1 4 4 0.001 0.2 HARPED unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 Anchor Systems 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Materials Materials - 5 Appendix 7.9.1-169 Anchor Systems Anchor Name Type Jacking Stress (ksi) Anchor Friction Seating Distance (inches) ½" Unbonded Monostrand 216 0 0.25 ½" Bonded Flat Multi-Plane 216 0.02 0.25 0.6" Unbonded Monostrand 216 0 0.25 0.6" Bonded Flat Multi-Plane 216 0.02 0.25 HARPED Monostrand 216 0 0.25 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi)Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Materials (2) Materials - 6 Appendix 7.9.1-170 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 SDL Dead Normal 1 1 LL Red Live (Reducible)Normal 1 0 LL Unred Live (Unreducible)Normal 1 0 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Loadings Loadings - 7 Appendix 7.9.1-171 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 SDL 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 1 0 LL Unred 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + S 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Load Combinations Load Combinations - 8 Appendix 7.9.1-172 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.5 0.5 LL Unred 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 SDL 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Load Combinations (2) Load Combinations - 9 Appendix 7.9.1-173 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Long-term Deflection 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Load Combinations (3) Load Combinations - 10 Appendix 7.9.1-174 Long-term Deflection Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 3 3 Balance Loading 3 3 SDL 3 3 LL Red 1 0 LL Unred 1 0 Long-term Deflection ( 40% Cracked) Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 5 5 Balance Loading 5 5 SDL 5 5 LL Red 2.5 2.5 LL Unred 2.5 2.5 Long-term Deflection (50% Cracked) Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 6 6 Balance Loading 6 6 SDL 6 6 LL Red 3 3 LL Unred 3 3 Long-term Deflection (30% Cracked) Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 4.28 4.28 Balance Loading 4.28 4.28 SDL 4.28 4.28 LL Red 2.14 2.14 LL Unred 2.14 2.14 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Load Combinations (4) Load Combinations - 11 Appendix 7.9.1-175 Code Minimum Design 318-14 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-14 Initial Service Design Service Design 318-14 Service Design Include detailed section analysis Sustained Service Design 318-14 Sustained Service Design Strength Design 318-14 Strength Design Punching Shear Design Ductility Design 318-14 Ductility Design 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Rules Design Rules - 12 Appendix 7.9.1-176 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Detailing Rules Detailing Rules - 13 Appendix 7.9.1-177 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Load History Load History - 14 Appendix 7.9.1-178 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet)Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches)Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Tendon Parameters Groups Tendon Parameters Groups - 15 Appendix 7.9.1-179 Deflection Checks Deflection Check Name Layer Diff. Layer Downward Limit (inches) Downward Limit (L/Δ) Upward Limit (inches) Upward Limit (L/Δ) Deflection Measure Appendix 7.9.1-180 b=20 d=30 b=20 d=30 b=18 d=30 b=24 d=18 b=18 d=30 b=24 d=18 b=18 d=30 b=24 d=18 b=20 d=36 b=20 d=36 b=18 d=30 b=24 d=18 b=20 d=36 b=20 d=36 b=18 d=30 b=24 d=18 b=20 d=36 b=20 d=36 b=18 d=30 b=24 d=18 b=18 d=30 b=24 d=18 b=18 d=30 b=24 d=18 b=30 d=20 b=30 d=20 b=18 d=30 b=24 d=18 b=24 d=20 b=24 d=20 b=24 d=18 b=24 d=18 b=20 d=30 b=20 d=30 b=20 d=30 b=24 d=20 b=20 d=30 b=24 d=20 b=20 d=20 b=20 d=20 b=20 d=30 b=24 d=20 b=20 d=36 b=20 d=48 b=20 d=36 b=20 d=30 b=24 d=20 b=20 d=20 b=20 d=36 b=20 d=48 b=20 d=36 b=20 d=30 b=24 d=20 b=20 d=20 b=20 d=20 b=20 d=20 b=20 d=20 b=20 d=36 b=20 d=48 b=20 d=36 b=20 d=30 b=24 d=20 b=20 d=20 b=20 d=20 b=20 d=30 b=24 d=20 b=20 d=20 b=20 d=20 b=20 d=30 b=24 d=20 b=20 d=20 b=20 d=20 b=30 d=20 b=30 d=20 b=20 d=30 b=24 d=20 b=20 d=20 b=20 d=20 b=24 d=20 b=24 d=20 b=24 d=20 b=24 d=20 t=24 t=28 t=20 t=28 t=24 t=24 t=28 t=20 t=28 t=24t=24 t=28 t=20 t=28 t=24 t=12 t=12 t=12 t=12 t=12 t=12 t=12 t=12 t=24 t=28 t=20 t=28 t=24 R R S S t=7 TOC=-1 two-way slab Priority=4 R R S S t=8 TOC=0 one-way slab Priority=20 RR S S t=8 TOC=0 two-way slab Priority=4 R R S S t=8 TOC=0 one-way slab Priority=5 RR S S t=7 TOC=-1 two-way slab Priority=9 RR S S t=10 TOC=-12 one-way slab Priority=2 RR S S t=10 TOC=0 two-way slab Priority=4 RR S S t=20 TOC=0 two-way slab Priority=8 RR S S t=20 TOC=0 one-way slab Priority=5 RR S S t=10 TOC=0 one-way slab Priority=5 RR S S t=8 TOC=0 one-way slab Priority=5 RR S S t=7 TOC=-1 one-way slab Priority=5 R R S S t=10 TOC=-12 one-way slab Priority=2 R R S S t=10 TOC=-12 one-way slab Priority=2 RR S S t=10 TOC=-12 one-way slab Priority=2 RR S S t=20 TOC=0 two-way slab Priority=8 RR S S t=10 TOC=0 two-way slab Priority=4 RR S S t=22 TOC=0 two-way slab Priority=8 RR S S t=8 TOC=0 two-way slab Priority=4 RR S S t=16 TOC=-12 two-way slab Priority=4 RR S S t=7 TOC=-1 two-way slab Priority=9 RR S S t=28 TOC=0 two-way slab Priority=8 10 x 20 10 x 20 10 x 20 28 x 24 10 x 20 20 x 24 18 x 24 10 x 20 28 x 24 10 x 20 Mesh Input: Beams; Beam Dimensions; Slab Areas; Slab Area Thicknesses; Slab Area Elevations; Slab Area Priorities; Slab Area Behavior; Slab Area Orientation; Slab Openings; Slab Opening Hatching; Walls Above; Walls Below; Wall Thicknesses; Columns Above; Columns Below; Column Dimensions; Longitude Tendon Parameters: Banded Tendons; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Mesh Input: Standard Plan Mesh Input: Standard Plan - 17 Appendix 7.9.1-181 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=2 Fz=0.25 Fz=0.25 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.06 Fz=0.06 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.06 Fz=0.06 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.2 Fz=0.2 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.25 Fz=0.25 Fz=0.08 Fz=0.08 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.27 Fz=0.27 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.27 Fz=0.27 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.2 Fz=0.2 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.27 Fz=0.27Fz=0.25 Fz=0.25 Fz=0.6 Fz=0.6 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=-22 Fz=-22Fz=-22 Fz=-22 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=25 Fz=25 Fz=25 Fz=25 Fz=-20 Fz=-20 Fz=-20 Fz=-20 Fz=-20 Fz=-20Fz=-20 Fz=-20Fz=-20 Fz=-20 Fz=-20 Fz=-20Fz=-20 Fz=-20 Fz=32 Fz=32 Fz=32Fz=32 Fz=32Fz=32 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=365 Fz=105 Fz=105 Fz=105 Fz=105 Fz=105 Fz=105 Fz=-22 Fz=-22 Fz=-22Fz=-22 Fz=-22 Fz=-22 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=-7 Fz=-7 Fz=-7 Fz=-7 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 SDL: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 SDL: All Loads Plan SDL: All Loads Plan - 18 Appendix 7.9.1-182 Fz=0.25 Fz=0.25 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.06 Fz=0.06 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.06 Fz=0.06 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.2 Fz=0.2 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.25 Fz=0.25 Fz=0.08 Fz=0.08 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.27 Fz=0.27 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.27 Fz=0.27 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.2 Fz=0.2 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.27 Fz=0.27Fz=0.25 Fz=0.25 Fz=0.6 Fz=0.6 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 SDL: Line Loads; Line Load Icons; Line Load Values; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 SDL: Line Loads Plan SDL: Line Loads Plan - 19 Appendix 7.9.1-183 Fz=60 Fz=60 Fz=60 Fz=60 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=60 Fz=60 Fz=60Fz=60 Fz=60Fz=60 Fz=60Fz=60 Fz=60 Fz=60 Fz=60Fz=60 Fz=60Fz=60 Fz=60 Fz=40 Fz=40 Fz=40 Fz=40 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=-40 Fz=-40 Fz=-40 Fz=-40 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 LL Red: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 LL Red: All Loads Plan LL Red: All Loads Plan - 20 Appendix 7.9.1-184 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=125 Fz=125 Fz=125 Fz=125 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 LL Unred: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 LL Unred: All Loads Plan LL Unred: All Loads Plan - 21 Appendix 7.9.1-185 0.1 0.1 0 0 0.2 0 0.1 0.1 0 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.4 0.2 0.1 0.1 0.2 0.3 0.1 0.1 0.2 0.1 0 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0 0 0 -0.1 0.1 0.1 0.1 0.1 0 0 0.1 0.2 0 0 0.2 0 0.1 0 0.2 0.1 0 0 0 0 0.2 0.3 0.1 0.1 0 0.1 0.1 0.2 0 0.3 0.2 0.1 0.1 0.3 0.2 0.2 0.3 0.1 0.4 0.1 0.3 0 0.1 0 -0.3 0 0.2 0 0.2 0.1 0.1 0.1 0.1 0 0 0.1 0 0.1 0.1 0 0.1 0 0 0 0 0 0 0 0 -0.2 0 0 0 0.2 0 0 0 0.1 0.2 0.4 0 0.4 0.3 0.1 0.1 0.5 0.1 0.4 0 0 0.1 0.4 0 0.4 0.1 0.3 0.1 0.2 0.2 0.2 0.2 0.2 0 0.4 0 0.2 0 0.1 0.3 0.2 0.2 0.1 0.5 0.1 0.2 0.2 0.1 0.4 0.2 0.2 0.2 0.1 0.4 0.2 0 0.4 0 0.1 0.4 0.1 0.5 0 0.1 0 0.5 0 0.4 0.2 0.1 0.2 0.3 0 0 0.1 0 0 0.1 0 0 0.2 0.1 Long-term Deflection: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 Long-term Deflection - Vertical Deflection Plot (Maximum Values) -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4 0.5 Min Value = -0.3507 inches @ (169.7,183.4) Max Value = 0.6904 inches @ (254,84.59) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Long-term Deflection: Max Deflection Plan Long-term Deflection: Max Deflection Plan - 22 Appendix 7.9.1-186 0.2 0.2 0.4 0 0.2 0.4 0.2 0.6 0.4 0.4 0.4 0.4 0.8 0.8 0.6 0.6 0.8 0.6 0.6 0.8 0.8 0.6 0.6 0.4 0.4 0.4 0.4 0.2 0.6 0.2 0.2 0.4 0.2 0 0.4 0 0.2 0 0 0 0.2 0 0.4 0 0 0.2 0.2 0.4 0.2 0 0 0 0 0 0 0 0.2 0.4 0.2 0 0 0 0 0 -0.2 0.6 0 0.2 0.8 0.6 0.2 0.4 0.6 0.2 0 0.6 0.4 0.6 0.4 0.4 0.4 0.2 0.4 0 0.2 0.4 0 0 0 0 0 0 0 0 0 0 0.2 0.2 0 0 0.2 0 0.2 0 0 0.2 0 0 0 0.2 0.2 0.2 0.4 0 0 0 0.6 0.2 0 0.6 0.2 0.2 0.8 0.2 0.6 0.2 0.8 0.2 0.2 0 0.8 0 0.2 0.4 0.2 0 0.4 0.2 0.4 0.4 0.4 0 0.4 0 0.2 0.4 0.6 0.2 0.2 0.4 0.4 0.2 1 0.4 0.4 0.6 0.4 0.2 0.4 0.2 0.8 0.2 1 0.4 0.2 0.6 0.2 0.4 0.20.2 0 0 0.6 0.6 0.2 0.6 0 0 0 0 0 0.2 0 0.2 0.2 0.2 7.45 Long-term Deflection ( 40% Cracked): User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:450 Long-term Deflection ( 40% Cracked) - Vertical Deflection Plot (Maximum Values) -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 1.2 Min Value = -0.5562 inches @ (169.7,183.4) Max Value = 1.174 inches @ (254,84.59) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Long-term Deflection ( 40% Cracked): Max Deflection Plan Long-term Deflection ( 40% Cracked): Max Deflection Plan - 23 Appendix 7.9.1-187 0.4 0 0 0 0.4 0.4 0.6 0.2 0.4 0.4 0.2 0.6 0.4 0.4 0.6 0.6 1 0.6 0.8 0.6 1 1 1 1 0.6 0.8 0.8 0.6 0.6 0.4 0.4 0.6 0.2 0.2 0.6 0.2 0.2 0.6 0.2 0 0 0 0.2 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0 0.4 0 0 0.2 0 0.2 0.2 0.2 0.2 0.4 0 0.2 0.4 0.2 0.4 0.2 0.4 0.2 0.4 0.4 0.2 0.2 0.4 0.2 0 0 -0.4 0.6 0 -0.2 0.6 0.2 0.2 0.4 0.2 0.4 0.2 0.8 0 1 0.4 0.6 0.8 0.8 0.6 0.6 0.2 0.8 0.2 0.4 0.2 0.8 0 0.2 0 -0.4 0 0.2 0 0.4 0.2 -0.4 0.2 0.2 0 0 00 0.4 0 0.2 0 0.2 0.2 0.2 0.4 0.2 0 0 0.2 0 0.2 0 0 -0.2 0 0 -0.4 0.4 -0.4 0 0 0.6 0.2 0.2 0.2 0.4 0.2 0.8 0.2 0 1 0.2 0.4 0.8 0 0.4 0.4 0.6 0.2 0.6 0.4 0.2 0.4 0.6 0 1 0.2 0 1 0 0.4 0 0 1 0.2 0.4 0.2 0.8 0.2 0.8 0.2 0.4 0.4 0.6 0.2 0.2 0.2 0.4 0.4 1 0.2 0.4 0.2 0.2 0.8 0 0.6 0.2 0.8 0.2 0.4 1 0.2 0.2 0.8 0 1 0 0 0.4 0 0.4 0 0 0 0.2 0.2 0.6 0 Long-term Deflection (50% Cracked): User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: SSS Hatching; Scale = 1:450 Long-term Deflection (50% Cracked) - Vertical Deflection Plot (Maximum Values) -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 Min Value = -0.6675 inches @ (169.7,183.4) Max Value = 1.408 inches @ (254,84.59) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Long-term Deflection (50% Cracked): Max Deflection Plan Long-term Deflection (50% Cracked): Max Deflection Plan - 24 Appendix 7.9.1-188 62% DL Balanced 49% DL + RLL Balanced 95% DL Balanced 73% DL + RLL Balanced 88% DL Balanced 67% DL + RLL Balanced 61% DL Balanced 45% DL + RLL Balanced 63% DL Balanced 47% DL + RLL Balanced 88% DL Balanced 66% DL + RLL Balanced 82% DL Balanced 62% DL + RLL Balanced 64% DL Balanced 48% DL + RLL Balanced 49% DL Balanced 38% DL + RLL Balanced 50% DL Balanced 40% DL + RLL Balanced 71% DL Balanced 51% DL + RLL Balanced -32% DL Balanced -19% DL + RLL Balanced -640% DL Balanced -130% DL + RLL Balanced 80% DL Balanced 43% DL + RLL Balanced 110% DL Balanced64% DL + RLL Balanced 83% DL Balanced 46% DL + RLL Balanced -120% DL Balanced -45% DL + RLL Balanced -72% DL Balanced -38% DL + RLL Balanced -10% DL Balanced -5.4% DL + RLL Balanced -2.9% DL Balanced -1.6% DL + RLL Balanced -2.7% DL Balanced -1.4% DL + RLL Balanced 130% DL Balanced 98% DL + RLL Balanced 46% DL Balanced 31% DL + RLL Balanced 52% DL Balanced 35% DL + RLL Balanced 0.44% DL Balanced 0.32% DL + RLL Balanced 0.41% DL Balanced 0.29% DL + RLL Balanced 0.28% DL Balanced 0.2% DL + RLL Balanced 20% DL Balanced 14% DL + RLL Balanced 4.5% DL Balanced 3.3% DL + RLL Balanced 1.5% DL Balanced 1.1% DL + RLL Balanced 84% DL Balanced 50% DL + RLL Balanced 90% DL Balanced 52% DL + RLL Balanced -120% DL Balanced -92% DL + RLL Balanced -77% DL Balanced -58% DL + RLL Balanced -76% DL Balanced -60% DL + RLL Balanced -17% DL Balanced -14% DL + RLL Balanced -6.3% DL Balanced -4.4% DL + RLL Balanced -92% DL Balanced -82% DL + RLL Balanced -86% DL Balanced -67% DL + RLL Balanced -40% DL Balanced -29% DL + RLL Balanced -1700% DL Balanced -130% DL + RLL Balanced -11% DL Balanced-9.3% DL + RLL Balanced -8.2% DL Balanced -7.3% DL + RLL Balanced -9% DL Balanced -6.6% DL + RLL Balanced 120% DL Balanced 60% DL + RLL Balanced 100% DL Balanced 50% DL + RLL Balanced -0.0043% DL Balanced-0.0035% DL + RLL Balanced -0.047% DL Balanced -0.039% DL + RLL Balanced -1.7% DL Balanced 7.8% DL + RLL Balanced -0.00076% DL Balanced -0.00062% DL + RLL Balanced 10% DL Balanced7.3% DL + RLL Balanced 0.96% DL Balanced 0.76% DL + RLL Balanced -1.4% DL Balanced -1.3% DL + RLL Balanced 0.12% DL Balanced 0.1% DL + RLL Balanced 0.16% DL Balanced 0.15% DL + RLL Balanced 0.27% DL Balanced 0.24% DL + RLL Balanced 0.33% DL Balanced 0.27% DL + RLL Balanced 0.95% DL Balanced 0.75% DL + RLL Balanced 13% DL Balanced 11% DL + RLL Balanced 6.7% DL Balanced 5.2% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 100% DL Balanced 59% DL + RLL Balanced 110% DL Balanced 67% DL + RLL Balanced -770% DL Balanced 1800% DL + RLL Balanced 56% DL Balanced 38% DL + RLL Balanced 58% DL Balanced 38% DL + RLL Balanced 30% DL Balanced24% DL + RLL Balanced 110% DL Balanced 52% DL + RLL Balanced 150% DL Balanced 75% DL + RLL Balanced 82% DL Balanced 50% DL + RLL Balanced -6.4% DL Balanced-3.4% DL + RLL Balanced -11% DL Balanced -6.5% DL + RLL Balanced 4.8% DL Balanced 2.4% DL + RLL Balanced -57% DL Balanced-30% DL + RLL Balanced -43% DL Balanced -22% DL + RLL Balanced 16% DL Balanced 6.6% DL + RLL Balanced 86% DL Balanced 48% DL + RLL Balanced 130% DL Balanced 75% DL + RLL Balanced 75% DL Balanced 47% DL + RLL Balanced 60% DL Balanced 45% DL + RLL Balanced 95% DL Balanced 72% DL + RLL Balanced 140% DL Balanced 110% DL + RLL Balanced 90% DL Balanced 70% DL + RLL Balanced 94% DL Balanced 73% DL + RLL Balanced 58% DL Balanced 45% DL + RLL Balanced 66% DL Balanced 46% DL + RLL Balanced 61% DL Balanced 46% DL + RLL Balanced 92% DL Balanced 69% DL + RLL Balanced 200% DL Balanced 150% DL + RLL Balanced 86% DL Balanced 64% DL + RLL Balanced 86% DL Balanced 64% DL + RLL Balanced 53% DL Balanced 40% DL + RLL Balanced 86% DL Balanced 58% DL + RLL Balanced -3.8% DL Balanced -2.4% DL + RLL Balanced 0.62% DL Balanced 0.52% DL + RLL Balanced 1.2% DL Balanced 1% DL + RLL Balanced 0.1% DL Balanced 0.076% DL + RLL Balanced 0.05% DL Balanced 0.041% DL + RLL Balanced -0.0071% DL Balanced -0.0064% DL + RLL Balanced 0.11% DL Balanced 0.097% DL + RLL Balanced -0.12% DL Balanced -0.097% DL + RLL Balanced -0.13% DL Balanced -0.093% DL + RLL Balanced 0.98% DL Balanced 0.78% DL + RLL Balanced 0.64% DL Balanced 0.55% DL + RLL Balanced -1.9% DL Balanced -1.6% DL + RLL Balanced -0.36% DL Balanced -0.34% DL + RLL Balanced -0.47% DL Balanced -0.42% DL + RLL Balanced -0.24% DL Balanced -0.22% DL + RLL Balanced -2.6% DL Balanced -2.2% DL + RLL Balanced -1.5% DL Balanced -1.2% DL + RLL Balanced -1.3% DL Balanced -1.1% DL + RLL Balanced 0.85% DL Balanced 0.74% DL + RLL Balanced -2.3% DL Balanced -2% DL + RLL Balanced -4.1% DL Balanced -3.6% DL + RLL Balanced 39% DL Balanced 21% DL + RLL Balanced 65% DL Balanced 39% DL + RLL Balanced -310% DL Balanced -98% DL + RLL Balanced 95% DL Balanced 63% DL + RLL Balanced 77% DL Balanced58% DL + RLL Balanced 62% DL Balanced 47% DL + RLL Balanced 58% DL Balanced 40% DL + RLL Balanced -9% DL Balanced -8% DL + RLL Balanced -2.5% DL Balanced -2.3% DL + RLL Balanced -4.8% DL Balanced -4.2% DL + RLL Balanced -5.9% DL Balanced -5% DL + RLL Balanced -34% DL Balanced -30% DL + RLL Balanced -58% DL Balanced -50% DL + RLL Balanced 72% DL Balanced 53% DL + RLL Balanced 27% DL Balanced 23% DL + RLL Balanced 89% DL Balanced 73% DL + RLL Balanced 150% DL Balanced 110% DL + RLL Balanced 140% DL Balanced 65% DL + RLL Balanced -90% DL Balanced -55% DL + RLL Balanced Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; SSS Balance Percentages; Latitude Deflection Checks; Mesh Input: Beams; Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 25 Appendix 7.9.1-189 100% DL Balanced 77% DL + RLL Balanced 71% DL Balanced 56% DL + RLL Balanced 79% DL Balanced 62% DL + RLL Balanced 65% DL Balanced 51% DL + RLL Balanced 79% DL Balanced 55% DL + RLL Balanced 65% DL Balanced 49% DL + RLL Balanced 150% DL Balanced 100% DL + RLL Balanced 95% DL Balanced 73% DL + RLL Balanced 73% DL Balanced 56% DL + RLL Balanced 66% DL Balanced 49% DL + RLL Balanced 32% DL Balanced 31% DL + RLL Balanced 34% DL Balanced 33% DL + RLL Balanced 28% DL Balanced 28% DL + RLL Balanced 22% DL Balanced 12% DL + RLL Balanced 6.4% DL Balanced 3.7% DL + RLL Balanced 24% DL Balanced 24% DL + RLL Balanced 17% DL Balanced 17% DL + RLL Balanced 11% DL Balanced 11% DL + RLL Balanced 0.15% DL Balanced 0.086% DL + RLL Balanced 14% DL Balanced 7.7% DL + RLL Balanced 67% DL Balanced 38% DL + RLL Balanced 66% DL Balanced 48% DL + RLL Balanced 89% DL Balanced 68% DL + RLL Balanced 140% DL Balanced 98% DL + RLL Balanced 2% DL Balanced 1.5% DL + RLL Balanced -0.11% DL Balanced -0.083% DL + RLL Balanced -10% DL Balanced -8% DL + RLL Balanced 150% DL Balanced 100% DL + RLL Balanced 0.36% DL Balanced 0.27% DL + RLL Balanced 0.055% DL Balanced 0.046% DL + RLL Balanced 0.0012% DL Balanced 0.0011% DL + RLL Balanced 88% DL Balanced 66% DL + RLL Balanced 11% DL Balanced 9.5% DL + RLL Balanced 6.1% DL Balanced 5.2% DL + RLL Balanced -0.012% DL Balanced -0.0091% DL + RLL Balanced 0.014% DL Balanced 0.011% DL + RLL Balanced 0.0023% DL Balanced 0.002% DL + RLL Balanced 11% DL Balanced 7.7% DL + RLL Balanced -19% DL Balanced -14% DL + RLL Balanced 4.8% DL Balanced 4% DL + RLL Balanced 160% DL Balanced 79% DL + RLL Balanced 110% DL Balanced 54% DL + RLL Balanced 85% DL Balanced 61% DL + RLL Balanced 120% DL Balanced 90% DL + RLL Balanced 210% DL Balanced 140% DL + RLL Balanced -0.87% DL Balanced -0.69% DL + RLL Balanced 0.63% DL Balanced 0.59% DL + RLL Balanced 1.6% DL Balanced 1.5% DL + RLL Balanced 10% DL Balanced 7.5% DL + RLL Balanced -10% DL Balanced -8.8% DL + RLL Balanced 6% DL Balanced 5% DL + RLL Balanced 170% DL Balanced 84% DL + RLL Balanced 110% DL Balanced 58% DL + RLL Balanced 87% DL Balanced 62% DL + RLL Balanced 120% DL Balanced 92% DL + RLL Balanced 220% DL Balanced 150% DL + RLL Balanced 2.7% DL Balanced 2.4% DL + RLL Balanced -0.37% DL Balanced -0.33% DL + RLL Balanced -0.23% DL Balanced -0.22% DL + RLL Balanced -5.9% DL Balanced -4.9% DL + RLL Balanced -12% DL Balanced -24% DL + RLL Balanced 2.3% DL Balanced 1.6% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced -2.2% DL Balanced -1.7% DL + RLL Balanced -4.7% DL Balanced -3.7% DL + RLL Balanced -12% DL Balanced -9.8% DL + RLL Balanced 8.4% DL Balanced 5.9% DL + RLL Balanced -11% DL Balanced -9.6% DL + RLL Balanced 13% DL Balanced 11% DL + RLL Balanced 98% DL Balanced 51% DL + RLL Balanced 160% DL Balanced 84% DL + RLL Balanced 100% DL Balanced 72% DL + RLL Balanced 120% DL Balanced 88% DL + RLL Balanced 190% DL Balanced 130% DL + RLL Balanced -2.6% DL Balanced -2.2% DL + RLL Balanced 5.2% DL Balanced 4.6% DL + RLL Balanced 2.2% DL Balanced 2.1% DL + RLL Balanced 2.7% DL Balanced 2.2% DL + RLL Balanced 2.5% DL Balanced 2% DL + RLL Balanced 0.28% DL Balanced 0.22% DL + RLL Balanced 0.98% DL Balanced 0.91% DL + RLL Balanced 0.48% DL Balanced 0.44% DL + RLL Balanced 1.4% DL Balanced 1.4% DL + RLL Balanced -0.72% DL Balanced -0.62% DL + RLL Balanced -0.63% DL Balanced -0.56% DL + RLL Balanced 0.85% DL Balanced 0.76% DL + RLL Balanced 14% DL Balanced 11% DL + RLL Balanced 86% DL Balanced 62% DL + RLL Balanced 120% DL Balanced 96% DL + RLL Balanced 190% DL Balanced 130% DL + RLL Balanced 30% DL Balanced 16% DL + RLL Balanced 5.1% DL Balanced 2.9% DL + RLL Balanced 11% DL Balanced 6% DL + RLL Balanced -2.4% DL Balanced -1.4% DL + RLL Balanced -8.8% DL Balanced -5.3% DL + RLL Balanced 3.9% DL Balanced 3.6% DL + RLL Balanced -1.4% DL Balanced -1.2% DL + RLL Balanced -0.0034% DL Balanced -0.003% DL + RLL Balanced 5.6% DL Balanced 4.3% DL + RLL Balanced 0.47% DL Balanced 0.41% DL + RLL Balanced 0.51% DL Balanced 0.48% DL + RLL Balanced 72% DL Balanced 54% DL + RLL Balanced 110% DL Balanced 84% DL + RLL Balanced 140% DL Balanced 95% DL + RLL Balanced 38% DL Balanced 30% DL + RLL Balanced -3.9% DL Balanced -3.2% DL + RLL Balanced -0.98% DL Balanced -0.82% DL + RLL Balanced -3.8% DL Balanced -3.4% DL + RLL Balanced 4.1% DL Balanced 3.8% DL + RLL Balanced -2.3% DL Balanced -2.1% DL + RLL Balanced 1.5% DL Balanced 1.4% DL + RLL Balanced 72% DL Balanced 57% DL + RLL Balanced 99% DL Balanced 76% DL + RLL Balanced 88% DL Balanced 68% DL + RLL Balanced 79% DL Balanced 54% DL + RLL Balanced -7.4% DL Balanced -6.8% DL + RLL Balanced -4% DL Balanced -3.8% DL + RLL Balanced 2.6% DL Balanced 2.4% DL + RLL Balanced -1% DL Balanced -0.95% DL + RLL Balanced 82% DL Balanced 61% DL + RLL Balanced 100% DL Balanced 76% DL + RLL Balanced 110% DL Balanced 81% DL + RLL Balanced 110% DL Balanced 74% DL + RLL Balanced Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; SSS Balance Percentages; Longitude Deflection Checks; Mesh Input: Beams; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 26 Appendix 7.9.1-190 #1 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=357 influence area=1080 max LLR=40 Reducible Loading Reduction=29.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=354 #2 Radius=10 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=461 influence area=1700 max LLR=40 Reducible Loading Reduction=38.6 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=236 #3 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=356 influence area=1350 max LLR=40 Reducible Loading Reduction=34.2 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=286 #4 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=225 influence area=677 max LLR=40 Reducible Loading Reduction=17.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=349 #5 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=609 influence area=2280 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=219 #6 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=420 influence area=1270 max LLR=40 Reducible Loading Reduction=32.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=277 #7 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=65.4 influence area=184 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-0.706 #8 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=117 influence area=310 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-1.29 #9 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=609 influence area=2360 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=192 #10 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=428 influence area=1320 max LLR=40 Reducible Loading Reduction=33.8 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=246 #11 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=494 influence area=1480 max LLR=40 Reducible Loading Reduction=36 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=81.1 #12 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=356 influence area=1420 max LLR=40 Reducible Loading Reduction=35.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=145 #13 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=732 influence area=2510 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=157 #14 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=658 influence area=2610 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=219 #15 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=421 influence area=1320 max LLR=40 Reducible Loading Reduction=33.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=330 #16 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=145 influence area=280 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-2.3 #17 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=485 influence area=1460 max LLR=40 Reducible Loading Reduction=35.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=78.1 #18 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=340 influence area=1360 max LLR=40 Reducible Loading Reduction=34.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=146 #19 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=706 influence area=2470 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=161 #20 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=643 influence area=2530 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=222 #21 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=411 influence area=1270 max LLR=40 Reducible Loading Reduction=32.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=329 #22 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=143 influence area=277 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-6.16 #23 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=23.2 influence area=91 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-7.65 #24 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=87.6 influence area=274 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-17.2 #25 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=35.1 influence area=140 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-10.4 #26 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=382 influence area=1070 max LLR=40 Reducible Loading Reduction=29.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=62 #27 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=269 influence area=1080 max LLR=40 Reducible Loading Reduction=29.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=142 #28 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=516 influence area=1690 max LLR=40 Reducible Loading Reduction=38.6 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=153 #29 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=458 influence area=1830 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=210 #30 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=292 influence area=922 max LLR=40 Reducible Loading Reduction=25.6 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=251 #31 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=106 influence area=426 max LLR=40 Reducible Loading Reduction=2.32 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-22 #32 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=475 influence area=1590 max LLR=40 Reducible Loading Reduction=37.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-13.4 #33 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=407 influence area=1630 max LLR=40 Reducible Loading Reduction=37.8 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=208 #34 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=298 influence area=920 max LLR=40 Reducible Loading Reduction=25.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=265 #35 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=136 influence area=544 max LLR=40 Reducible Loading Reduction=10.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-29.9 #36 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=660 influence area=2330 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-11.8 #37 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=611 influence area=2280 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=214 #38 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=423 influence area=1270 max LLR=40 Reducible Loading Reduction=32.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=244 #39 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=103 influence area=414 max LLR=40 Reducible Loading Reduction=1.25 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-10.3 #40 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=523 influence area=1810 max LLR=40 Reducible Loading Reduction=39.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-8.68 #41 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=707 influence area=2370 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=103 #42 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=613 influence area=2400 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=248 #43 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=497 influence area=1880 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=278 #44 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=308 influence area=947 max LLR=40 Reducible Loading Reduction=26.3 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=342 #45 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=16.1 influence area=64.4 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-3.35 #46 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=145 influence area=582 max LLR=40 Reducible Loading Reduction=12.8 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=-10.7 #47 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=315 influence area=1110 max LLR=40 Reducible Loading Reduction=29.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=136 #48 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=413 influence area=1260 max LLR=40 Reducible Loading Reduction=32.8 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=278 #49 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=315 influence area=951 max LLR=40 Reducible Loading Reduction=26.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=310 #50 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=190 influence area=479 max LLR=40 Reducible Loading Reduction=6.45 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=346 Design Strip: Punching Checks; Punching Check Numbers; Punching Check Criteria; Punching Check Precompression; Punching Check LLR Parameters; Punching Check Sections; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 27 Appendix 7.9.1-191 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 3.5 4 4 3.5 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 3.5 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 20 20 20 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 4 4 4 4 3.5 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 5 4 5 4 4 4 4 3.5 3.5 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 3.5 3.5 4 4 4 4 4 4 3.5 4 4 4 4 4 4 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 5 5 5 5 5 5 5 5 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 24 24 1 1 1 1 1 1 21.8 21.8 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 26.5 26.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 25 25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 25 25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.8S F=48.2 1.7S F=45.5 1.8S F=48.2 1.7S F=45.5 1.8S F=48.2 1.7S F=45.5 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.7S F=45.5 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 Manual Latitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; Mesh Input: Beams; Walls Above; Walls Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Jack Region; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Manual Latitude Tendon: Standard Plan Manual Latitude Tendon: Standard Plan - 28 Appendix 7.9.1-192 3.5 6.5 1.75 6.5 1.75 7 5 5 3.5 6.5 3 6 3.5 1 7 5 7 3.5 4 4 1 7 5 7 3.5 17 4 4 17 4 7.5 6 7.5 1.5 6.5 5 7 3.5 17 4 7.5 6 7.5 1.5 6.5 5 7 3.5 17 3 7 5 9 1 7 5 7 3.5 17 5 4 1 7 5 7 3.5 4 4 1 7 4.5 7 3.5 24 2 6 24 1 7 1 6.5 4.5 5 3.5 24 1.75 7 1.75 6.5 4.5 5 3.5 15S F=402 15S F=402 15S F=402 15S F=402 15S F=402 15S F=402 15S F=402 15S F=402 12S F=321 12S F=321 12S F=321 12S F=321 20S F=536 20S F=536 20S F=536 20S F=536 8S F=214 8S F=214 18S F=482 18S F=482 18S F=482 18S F=482 10S F=268 10S F=268 10S F=268 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 7S F=187 7S F=187 7S F=187 18S F=482 18S F=482 18S F=482 18S F=482 11S F=295 10S F=268 18S F=482 18S F=482 18S F=482 18S F=482 8S F=214 8S F=214 8S F=214 23S F=616 23S F=616 23S F=616 23S F=616 23S F=616 23S F=616 23S F=616 17S F=455 17S F=455 17S F=455 17S F=455 17S F=455 17S F=455 17S F=455 Manual Longitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; Mesh Input: Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 29 Appendix 7.9.1-193 269 286 286 286 286 286 286 269 269 269 357 357 328 328 328 328 328 328 377 357 275 275 275 275 275 275 275 149 149144 123137 137 276 274 273 273 213 277 258 264 262 277 308 306 307 0 262 261 260 258 258 260 273 307 308 308 309 309 308 302 152 274 274 274 274 274 274 274 274 0 269 268 268 268 268 268 268 268 268 268 286 286 286 286 286 286 269 269 269 269 269 269 269 269 308 308 0 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 328 357 357 137 137 139 139 192 204 204 204 204 239 258 258 258 258 258 258 258294 294294 294 230 244 211 211 211 211241 241 315 315275 259 259 259 260 260 260 260297 297 199 199 199 199 226 226 198 198 198 198 198 197 198 118 174 174 221 221 157 157 137 137 173 172 173 173 173 173 173197 197 214 214 214 214 214 268 269 269 269307 307 222 222 222 222 222 277 277 277 277 277317 317 173 173 173 173 173 217 217 217 217248 248 219 219 148 148 245 244 245 244 244 244 244279 279 178 178 178 178 178 178 178204 204 161 161 316 316 305 307 307 307 307350 350 348 348 348 348 348 348 348 348378 378 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 330 330 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 335 335 300 300 300 300 300 300 330 330 User Minimum Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 User Minimum Design - Section Analysis Plot: (Precompression)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 User Minimum Design: Precompression Plan User Minimum Design: Precompression Plan - 30 Appendix 7.9.1-194 2.96 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 2C-1 OK 2C-2 OK 2C-3 OK 2C-4 OK 3C-1 OK 4C-1 OK 4C-2 OK 4C-3 OK 4R-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5L-1 OK 5C-1 OK 5R-1 OK 5L-2 OK 5C-2 OK 6C-1 OK 6C-2 OK 6C-3 OK 7L-1 OK 7C-1 OK 7R-1 OK 8L-1 OK 8C-1 OK 8R-1 OK 9C-1 OK 9C-2 OK 10L-1 OK 10C-1 OK 10R-1 OK 10L-2 OK 10C-2 OK 10R-2 OK 10L-3 OK 10C-3 OK 10R-3 OK 10L-4 OK 10C-4 OK 10R-4 OK 11C-1 OK 11C-2 OK 12L-1 OK 12C-1 OK 12L-2 OK 12C-2 OK 12L-3 OK 12C-3 OK 12L-4 OK 12C-4 OK 12L-5 OK 12C-5 OK 12L-6 OK 12C-6 OK 12L-7 OK 12C-7 OK 13C-1 OK 14C-1 OK 15L-1 OK 15C-1 OK 15R-1 OK 16L-1 OK 16C-1 OK 16R-1 OK 17L-1 OK 17C-1 OK 17R-1 OK 18L-1 OK 18C-1 OK 18R-1 OK 19C-1 OK 19C-2 OK 19C-3 OK 20C-1 OK 20C-2 OK 20C-3OK 21C-1 OK 21C-2 OK 21C-3 OK 21L-4OK 21C-4 OK 21R-4 OK 21L-5 OK 21C-5 OK 21R-5 OK 22C-1 OK 22C-2 OK 22C-3 OK 23C-1 OK 23C-2 OK 23C-3 OK 23C-4 OK 23C-5 OK 23C-6 OK 23C-7 OK 24C-1 OK 24C-2 OK 24C-3 OK 24C-4 OK 24C-5 OK 24C-6 OK 24C-7 OK 25L-1 OK 25C-1 OK 25R-1 OK 25L-2 OK 25C-2 OK 25R-2 OK 26L-1 OK 26C-1 OK 26R-1 OK 27L-1 OK 27C-1 OK 27R-1 OK 27L-2 OK 27C-2 OK 27R-2 OK 27L-3 OK 27C-3 OK 27R-3 OK 27L-4 OK 27C-4 OK 27R-4 OK 28C-1 OK 28C-2 OK 28R-2 OK 28C-3 OK 28C-4 OK 28C-5 OK 28C-6 OK 29C-1 OK 29R-1 OK 29C-2 OK 29R-2 OK 29C-3 OK 29R-3 OK 30C-1 OK 31C-1 OK 31C-2 OK 31C-3 OK 32C-1 OK 33C-1 OK 34C-1 OK 34C-2 OK 34C-3 OK 34C-4 OK 34C-5 OK 35C-1 OK 36C-1 OK 36C-2 OK 36C-3 OK 36C-4 OK 37L-1 OK 37C-1 OK 37R-1 OK 37L-2 OK 37C-2 OK 38L-1 OK 38C-1 OK 38R-1 OK 38C-2 OK 38R-2 OK 39C-1 OK 39C-2 OK 39C-3 OK 39C-4 OK 40C-1 OK 40R-1 OK 40C-2 OK 40R-2 OK 41L-1 OK 41C-1 OK 41R-1 OK 42L-1 OK 42C-1 OK 42R-1 OK 43L-1 OK 43C-1 OK 43R-1 OK 44L-1 OK 44C-1 OK 44R-1 OK 44C-2 OK 44C-3 OK 44C-4 OK 44C-5 OK 44C-6 OK 45L-1 OK 45C-1 OK 45R-1 OK 46L-1 OK 46C-1 OK 46R-1 OK 46C-2 OK 46C-3 OK 46C-4 OK 46C-5 OK 46C-6 OK 47L-1 OK 47C-1 OK 47R-1 OK 47L-2 OK 47C-2 OK 47R-2 OK 48L-1 OK 48C-1 OK 48R-1 OK 49L-1 OK 49C-1 OK 49R-1 OK 50L-1 OK 50C-1 OK 50R-1 OK 50C-2 OK 50C-3 OK 50C-4 OK 50C-5 OK 50C-6 OK 51L-1 OK 51C-1 OK 51R-1 OK 51L-2 OK 51C-2 OK 51R-2 OK 52L-1 OK 52C-1 OK 52R-1 OK 52L-2 OK 52C-2 OK 52R-2 OK 52C-3 OK 52C-4 OK 52C-5 OK 52C-6 OK 53L-1 OK 53C-1 OK 54L-1 OK 54C-1 OK 54R-1 OK 55L-1 OK 55C-1 OK 55R-1 OK 55L-2 OK 55C-2 OK 55R-2 OK 56C-1 OK 56C-2 OK 56C-3 OK 57C-1 OK 58L-1 OK 58C-1 OK 58R-1 OK 58L-2 OK 58C-2 OK 58R-2 OK 58C-3 OK 58C-4 OK 58C-5 OK 58C-6 OK 59L-1 OK 59C-1 OK 59L-2 OK 59C-2 OK 59C-3 OK 59C-4 OK 59C-5 OK 59C-6 OK Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Service Design: Status Plan Service Design: Status Plan - 31 Appendix 7.9.1-195 2.96 90.5 -490 231 69.5 -200 -187 -191 98.9 167 -220 260 366 -351 148 -606 334 194 -260 -234 -241 204 295 -275 306 363 -452 71.7 -758 330 82.8 -548 191 -59.2 -92.6 35.626.2 -1.85 15 -61.5 7.27 -4.43-8.25 35.9 20.274.3 -5.77 152 270 -180 -22.1 -55.5 320 431 -212 -159-127-132 -30.2 0.861 -102-66.5 -95.4 -22.7 1.883.7 -67.8 -10.3 -34.5 513 -62.4 609 -114 9.95 51 -50 32.8 894 -260 826 746 -202 -11.2 -86.6 169 24.7 -99.6 92.9 -53.9 -138 103 244 27.7 67.7 -27.1 -5.36-27.7 360 -11.8 -64.1 255 86.1 -175 246 250 -168 890 -10.8 199 82.8 109 -170 596 7.47 77 49.6 59.5 -84409 -58.9 80.5 44.6 45.2 -35.5 -169 95.3 77.2 115 -183 -107 -72.5 35.731.5 35.1 -78.8 -36.2 -5.52 -7 13.98.37 9.13 -41.1 -176 51.5 40.7 66.3 -178 94 -67 39.8 -31.7 16.2 -22.5 -17.6 -41.8 25.4 -0.994 25.3 2.59 -63.8 136 -12 -53.5 48.4 65 -55.4-25.9 -32.8 129 -277 -14.6 -37.5 277 315 -141 82.8 -96.8 63.6 4.84 8.96 -18 395 -475 942 -16 -44.8 46.1 -27.2 6.78 869 -248 766 19.4 8.98 91.7 -21.8 63.3 46.6 58.2 23.4 144 781 -249 479 76.6 76 394 306 122 549 386 -447 608 803 -416 965 589 -288 305 841 -262 567 277 -43.4 -38.6 312 -27.7 27.2 71.9 33.970.567.9 -154 -165-144 156 137152 132 145130 142 111138 22.1 4.4217.7 101 95.298.6 131 114128 -81.6 -111-87.8 -89.7 -114 -94.4 -120-95.5 -89.4 -143-92.7 -135 -164-139 -144-143-143-143-143 67.2 -136 198 157 -95.7 27.8 -7.77 -320 -175 679 710 -92.6 -72.8 -155 15957.9 519 329 -53.6 150 -144 276 176 -79.7 22.5 -156 24.4 -7.75 -252 -198 617 -83.1573 5.92 320 30.6 13.3 -170-133-172 511 75.4 -84.4 -25.3-50.7 532 2.18 -58.9 15.7 -12.4 418 -105 -182 396 189 -82.3 1.53 -179 120 42.8 -91.6 14.7 -156 -306 351 185 -240 53.6 -79.1 -30.9 -54.3 66.1 -239 -220 -224 75.5 71.3 -262 -256 -274 -21.9 -78.1 -248 -120 -58.4 -307 -302 -261 -378 384 211 -205 -195 -283 74.7 -221 -66.6 -185 119 -290 262 251 -294 93.5 -74 -377 -198 -147 -364 48.33341.727.7 92.8107 -94.2-70.2 15183.611085.3 -45.5 -76.3 55.5 22.7 -98.3 73.9 2.82 -150 243 242 -200 195 110 -156 103 64 -84.9 62.9 56.1 12 230 47.3 22 1000 49 38.8 511 53.3 -374 198 910 -500 1310 493 -476 788 194 -345 42.4 1280 -374 897 764 -327 473 159 -43.9 -14.7 1010 -93.9 186 432 -66.4 -15.8 65.5 -19.6 -5.63 -29.9 2.13 -14.2 105 24.1 -24.8 32.6 -22.3 -159 -126 160 -350 -41.1 -71 -230 -84.4 -18.2 -281 105 50.6 89.5 47.4 100 69.6 230 -48.7 -217 57.5 511 -224 138 49.1 -303 -53.5 199 -36.7 52.1 20.8 -40.9 -14.4 -32.5 -15 -261 -50632 -345 357 250 -196 -130 -328 -536 -201 -274 35.7 -136 -117 -124 -44.7 -268 -317 -270 -287-103 132 -336 229 209 -303 -300 -303 53.4 -111 -309 -94.9 -100 -293 -157 -205 171 -110 -311 -195 -126 -176 -35.7 78 -274 276 -4.93 -77.2 -72.9 -92.2 42.1 15 541 12.9 358 -6.57 625 36.3 137 427 -247 -78.1 -108 262 1.03 157140 445 -6.71 493 -1.78 435 302 -130 -96.5 -136 274 -16.9 -87.3 -67.5 -81.8 135 123 -57.3 47.6 31.5 48.7 31.5 89.8 292 -312 98 -28.8 -181 -109 -162-264 -103 -48.3 -83.2 457 13 -19.6 -13.2 582 -295 1100 -7.3 42.9 14 46 30.8 47 -48 22.4 -11.1 12.2 -26.9 -102 373 -62.8 -185 482 75.9 9.34 31.1 -39.7 365 -187-159 -175 -21.6 426 -379 -171 -27.8 -84.1 224 27.4 -112 86.3 -73.1 -192 249 240 -206 -63.6 91.8 -113 562 305 -297 25.6 -1.44 -100-86.7 -128 -124 -104 -138 -2.24 100 11.1 41.1 -302 62.3 -99.5 -284 -423 -577 -148 -41.1 -83 262 99 -260 109 -94.1 -161 351 265 -215 -96.1 81.1 -224 888 285 -256 77.1 -11.4 -99.5-86.9 -147 -122 -147 -10.2 90.9 4.96 37.9 -307 52.4 -110 -305 -447 -603 -154 -58.834.2 -90.5 -81.7 127 -88.6-88.83614.8 3.63 35.8 -46.3 19 26.6 26.3 63.2 -2.7 17.5 14.6 84.5 -7.35 -69.4 98.9 -32.1 -16.2 70.7 16.1 -6.26 24.7 22.3 25.8 16.8 -0.745 -48.2 279 -7.99 -74.4 202 96.1179 -84.4 238 274 -237 -113 91.7 -104 360 -120 -167 320 99.9 -91.1-81.9 -96.7 -79 -82.4 -107 -68.6 -89.9 9.75 -71.4 -47.2 -269 -5.34 -133 -241 -224 -315-442 -129 -23.7 -120 143 39.5 -90.3 91.5 -17.2 -91.7 168 106 4.03 188 153 -0.106 80.7 188 -123 -32.5 -112 328 36.6 -137 926 -18.5 -84.3 120 337 -240 495 765 -395 1030 -6.78 -490 1080 110 -87.4 -35.8 -38.7 -34 -37 -28.4 -37.1 -32.8 -55.4 -44.6 235 -267 -226 -233 -52.7 -153 -243 -242 -358-491 -146 -76.1-71.3 -86.2 -117 30.8 514 -111 -93.1 -215 221 493 -260 318 430 -152 -150 -295 372 395 -118 -92.4 -112 -112 -113 -64.7 413 -597 173 1210 -658 961 1020 -539 68 312 -5.95 -0.914 1330 -82.3 60.7 218 -47.6 -10.1 298 -290 71.4 -71.6 -162 -132 -159-264 -106 447 -164 -46 -0.814 -8.74 287 -42.7 -67.3 1150 -21.5 -39 579 157 -579 347 995 -619 953 568 -605 562 437 -135 -110 -507 405 156 -195 -184 -273 -70.2 -182 -293 -165 -127 -346 -176 -23.1 -50 486 -149 782 479 -595 499 924 -612 905 373 -244 -188 -625 449 143 -241 -213 -345 -19 -225 -369 -283 -248-372 -360 -368 -210 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455455 455455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 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455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Service Design: Top Stress Plan Service Design: Top Stress Plan - 32 Appendix 7.9.1-196 2.96 0.0247 0.445 0.0211 0.0151 0.135 0.0148 0.0214 0.288 0.0168 0.0225 0.423 0.0221 0.455 0.0154 0.0113 0.181 0.0102 0.0162 0.31 0.0103 0.0135 0.372 0.024 0.545 0.00795 0.0286 0.55 0.0194 0.0021 0.0005570.000559 0.000563 0.0008940.000414 0.0639 0.07260.0709 0.000342 0.00294 0.0221 0.34 0.0202 0.0237 0.364 0.202 0.241 0.212 0.28 0.293 0.258 0.24 0.243 0.216 0.194 0.00714 0.457 0.0147 0.00218 0.000605 0.00452 0.0121 0.397 0.0286 0.0236 0.24 0.0746 0.00632 0.0126 0.0255 0.00405 0.0108 0.0487 0.0377 0.145 0.104 0.161 0.0117 0.145 0.0103 0.00842 0.205 0.0188 0.0171 0.132 0.0808 0.611 0.0272 0.0985 0.348 0.0387 0.119 0.187 0.033 0.0143 0.21 0.0237 0.0342 0.201 0.0623 0.0371 0.147 0.0676 0.0778 0.032 0.198 0.0252 0.0827 0.188 0.0394 0.106 0.148 0.13 0.1060.108 0.0449 0.0299 0.0528 0.0526 0.0524 0.12 0.0607 0.309 0.0143 0.249 0.00966 0.0112 0.23 0.0244 0.152 0.174 0.0271 0.038 0.462 0.0228 0.0255 0.103 0.043 0.0519 0.0186 0.279 0.0212 0.0764 0.108 0.0945 0.0989 0.0232 0.0258 0.298 0.0262 0.0139 -0.00208 0.0378 -0.00192 -0.0266 -0.00246 0.0881 0.474 0.0665 0.0461 0.601 0.0261 0.0486 0.287 0.0343 0.0127 0.335 0.0208 0.00981 -0.00906 -0.0032 -0.00398 -0.00113 -0.00698 -0.0000202-0.0000849 0.134 0.1440.135 0.16 0.1650.159 0.256 0.2670.26 0.232 0.2420.235 0.196 0.2050.199 0.716 0.7330.719 0.468 0.4850.472 0.303 0.3150.306 0.365 0.3790.367 0.428 0.4430.429 0.679 0.6950.682 0.585 0.6160.589 0.377 0.3930.379 0.361 0.3760.364 0.134 0.0161 0.0152 0.121 0.0166 0.00851 -0.0000655 0.00159 0.233 0.0231 0.0211 0.199 0.0228 0.0109 0.0101 0.0124 0.00604 0.233 0.0126 0.00664 0.0975 0.0113 0.00546 0.0127 0.00154 -0.000834 0.362 -0.0017 0.21 -0.00225 0.0583 0.171 0.188 0.00232 0.212 0.236 0.00208 0.136 0.15 0.000989 0.367 0.0249 0.0167 0.149 0.0172 0.00996 0.0125 0.00186 0.426 0.0226 0.0159 0.211 0.0192 0.00472 -0.0218 0.00467 0.0185 0.22 0.0179 0.0169 0.205 0.019 0.00829 0.00446 0.00939 0.0078 0.012 0.113 0.375 0.0141 0.00878 0.208 0.0165 0.0000122 -0.0432 -0.000107 0.017 0.266 0.0136 0.0121 0.247 0.0164 0.00471 0.0167 0.00652 0.00491 0.0503 0.003890.00711 0.00008590.0014 0.003070.0126 0.01170.0147 0.00334 0.006660.009660.000799 0.0320.0447 0.00757 0.00979 0.0604 0.0108 0.00509 0.0215 0.00553 0.00314 0.0153 0.00312 0.0315 0.232 0.00657 0.0116 0.00346 0.0626 0.00662 -0.00424 0.0311 0.342 0.629 0.523 0.11 0.774 0.112 0.103 0.625 0.072 0.531 0.727 0.555 0.0987 0.616 0.0992 0.0526 0.408 0.0328 0.462 0.405 0.0769 0.0662 0.0903 0.0501 -0.00084 -0.0169 -0.00772 -0.0163 0.00159 0.00132 0.0016 0.00172 0.003090.00054 0.0648 0.072 0.0637 0.000525 0.00188 0.00515 0.321 0.0285 0.00817 0.00727 0.0183 0.0114 0.0185 0.182 0.0128 0.0226 0.316 0.473 0.458 0.474 0.0275 0.229 0.0956 0.495 0.682 0.571 0.0848 0.0843 0.0874 0.0709 0.495 0.452 0.00431 0.0817 -0.00598 0.0174 0.19 0.0466 0.023 0.01660.0182 0.0148 0.00823 0.00203 0.0276 -0.0221 -0.0321 -0.0189 -0.0268 0.0417 -0.0904 0.00522 0.00486 0.0176 0.336 0.015 0.0156 0.293 0.0162 0.00622 0.00582 0.0256 0.00746 0.00782 0.0513 0.223 0.0427 -0.0798 0.0106 0.0158 0.0301 0.0108 0.0248 0.325 0.00336 0.00227 -0.0000326 0.0019 0.162 0.00178 0.148 0.000783 0.195 0.00108 0.0429 0.00262 0.00252 0.281 0.00394 0.16 0.000995 0.164 0.00139 0.168 0.00278 0.00197 0.251 0.00426 0.132 0.00322 0.00292 -0.0000265 0.00289 0.00452 0.377 0.0254 0.0102 0.0347 0.0154 0.01080.012 -0.0463 0.00674 0.00764 -0.00206 0.00283 0.103 0.0235 0.0239 0.289 0.0153 0.0299 0.138 0.0751 0.178 0.0401 0.258 0.0144 0.276 0.0184 0.0859 0.156 0.117 0.0278 0.226 0.206 0.0313 0.251 0.248 0.12 0.00856 0.0159 0.0233 0.00411 0.1 0.0122 0.0178 0.147 0.132 0.00752 0.0334 0.00811 0.0131 0.0274 0.186 0.151 0.0182 0.0084 0.0122 0.017 0.0298 0.0138 0.028 0.405 0.0285 0.00908 0.0117 0.00838 0.0192 0.0176 0.00602 -0.266 0.104 0.00174 0.0219 0.0596 0.0265 0.134 0.00192 0.0191 0.162 0.145 0.106 0.182 0.027 0.0212 0.167 0.139 0.0169 0.00372 0.0111 0.0149 0.0256 0.0128 0.027 0.392 0.0279 0.00882 0.0107 0.00753 0.0189 0.0171 0.00555 -0.271 0.0186 0.00113 0.0285 0.00385 0.0488 0.0115 0.00225 0.00639 0.00605 0.0263 0.00407 0.00913 0.00906 0.0413 0.00798 0.0723 0.0543 0.0114 0.0767 0.0492 0.0108 0.0675 0.0352 0.00705 0.0485 0.184 0.0103 0.0564 0.00593 0.0350.036 0.00487 0.0194 0.157 0.145 0.017 0.0458 0.018 0.136 0.0211 0.0113 0.0228 0.0129 0.00854 0.00946 0.00441 0.0082 0.019 0.23 0.0177 0.00616 0.0177 0.011 0.00496 -0.12 0.0243 0.0253 0.000117 0.0102 0.0174 0.00083 -0.0169 -0.00051 -0.00293 0.00149 0.0014 0.0251 0.00246 0.0365 0.011 0.153 -0.0176 -0.000597-0.00848-0.00371 0.0482 0.099 0.0707 0.0751 0.304 0.401 0.012 0.226 0.0213 0.0814 0.465 0.015 0.638 0.8 0.0222 0.00229 -0.000942 0.00143 0.00221 0.178 0.0167 0.00663 0.00652 0.0142 0.0112 0.0051 -0.146 0.0857 0.0904 0.088 0.0399 0.00328 -0.0058 0.203 0.00531 -0.00599 0.235 0.00631 -0.0048 0.191 0.00409 -0.00189 0.103 0.092 0.229 0.837 0.457 0.0291 0.744 0.118 0.0223 0.79 0.58 0.288 0.168 0.0747 0.0496 0.069 0.0332 0.352 0.254 0.00285 0.34 0.0252 0.00895 0.0115 0.00986 0.0167 0.0135 0.0120.0138 -0.037 0.00653 -0.0000951 0.0031 0.000376 0.0102 0.201 0.322 0.0196 0.0307 0.0116 0.0491 -0.00561 -0.0139 0.0234 0.529 0.946 0.278 0.125 0.982 0.145 0.0952 0.781 0.117 -0.00498 -0.0232 0.257 0.0211 0.013 0.168 0.0192 0.00799 0.0257 0.0092 0.0116 0.0829 -0.00104 -0.00777 0.0305 0.0041 -0.0295-0.0000203 0.107 0.784 0.121 0.0679 0.942 0.104 -0.021 -0.0263 0.31 0.0189 0.00912 0.185 0.0156 0.00447 -0.00459 0.00843 0.00524 0.00616 0.0355 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 Service Design - Section Analysis Plot: (Long Term Deflection)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 33 Appendix 7.9.1-197 -33.1 221 -156 -123 166 -113 -122 206 -160 -189 106 -27.4 151 -116 -91.6 121 -88.3 -96.3 142 -112 -128 73.6 -48.2 260 -106 -48.8 309 -155 -58.5 50.548 7.17 -1.91 6.03 -11.3 6.157.34 3.1 51.844.352.8 -46.8 -40.5 322 -150 -197 159 25.928.720.3 22.9 11.8 0.2048.515.88 12.6 11 12.6 0.0618 -1.19 12.3 4.51 12.3 13 -14.6 20 -16.5 -16.6 30.8 32.4 24.330.8 1.3 -76.5 143 -74.1 -67.1 109 2.54 14.1 -10.4 -2.08 14 -5.14 5.45 16.7 -4.78 -4.11 2.24 -0.737 6.5 5.1310.2 -16.1 3 12 -15.2 -2.66 94.7 -59.1 -62.9 22.1 -20 4.03 -0.221 0.295 -0.13 1.06 0.31 -24.1 4.42 0.0999 0.464 -0.262 0.933 -0.0248 -8.86 7.08 -0.926 0.047 -0.15 0.0776 0.032 -0.0308 2.05 -0.579 0.537 0.03410.417 0.18 0.195 -0.284 2.14 -0.379 0.0142 0.604 -0.47 0.502 -0.285 0.274 0.037 0.0262 0.171 -0.0374 0.174 -0.137 0.131 0.0479 0.155 -0.203 0.101 0.241 1.79 -0.95 0.294 0.0154 0.213 -0.564 3.53 -4.41 0.0882 0.709 -0.00899 0.605 -0.321 1.64 -1.7 0.102 3.09 -0.0454 0.0624 0.0342 0.539 -0.252 -3.03 6.51 -7.14 3.36 17.9 -4.86 -10 42.932.2 32.5 15.2 294 -142 -167 101 -1.55 8.05 -0.0908 0.131 0.0076 0.0488 -0.275 -0.058 -0.111 -52 120 -118 0.0651 1.12 -0.0157 0.0316 -0.0658 0.657 -0.0904 -107 71.8 -92.2 -0.464 0.179 -1.94 1.34 -0.001640.00932 0.00202 1.06 -0.074 0.0962 -0.167 -93.9 79.4 -49.8 -2.7 -2.29 -38.9 -30.9 -9.31 -69 -37.5 98.4 -57.8 -105 119 -119 -55.8 72.6 -29.4 -96.1 88.2 -66 -26.6 9.61 7.97 -33 8.2 -0.676 23.8 42.324.6 99.2 10797.4 45.4 49.246.3 11 15.211.4 45.6 44.246.2 87.1 92.888.6 15.4 18.915.7 51.9 55.152.8 30.6 36.332.6 8.439.358.689.75 69.4 77.668.6 28.4 34.829 9.419.949.99.969.54 36.1 33.335.7 24 -60.3 -60.6 67.1 -38 -45.4 19.3 104 -15.5 -0.913 -58.2 -58.1 102 -18.3 2.07 -57.7 -34.2 12.7 -6.2 103 -162 -130 199 -87.6 -125 15.8 -17.7 7.38 -13.4 18.8 -9.15 0 0 1.97 12 9.0715.2 -8.48 5.14 32.3 25.929.5 -19.5 2.8 11.1 7.179.35 -4.88 160 -191 -128 283 -27.1 -73.8 -7.51 -20.8 109 -187 -149 195 -65.8 -58.8 -26.7 -74 -90.3 180 -116 -118 191 -108 -122 -42.4 -56.4 -47.4-35.8-36.5 0.745 77.9 -128 -104 126 -75.5 -59.1 -31.6 -59.3 -84 130 -92.8 -94.9 127 -88.4 -94.5 -33.1 -47.2 -37.7 0.275 -2.89-2.13-2.44-1.87 -1.17-1.32 2.431.88 -5.23-2.12-2.96-1.83 4.84 8.5 -2.43 1.03 10.1 -3.13 0.864 8.34 -5.72 -7.51 11.7 -6.15 -6.06 18.2 -5.65 -2.49 8.25 -2.38 -17.1 9.9 -62.5 7.58 -216 3.55 -53.1 0.386 161 -41.8 -315 325 -441 -50.6 102 -79.3 -41.3 146 -4.97 -426 260 -298 -77 78.4 -48.7 -51.3 29.1 13.4 -218 38.6 -45.4 -44.5 13.6 3.79 -25.7 68.6 -2.85 -3.82 13.6 -1.59 1.73 5.95 -2.95 37.8 -44 -110 251 -139 -149 -58.2 -70.4 -59.9-49.7-51.4 0.591 -25.4 -10.3 -17.5 -9.28 -34.3 -30.9 -73.5 28.4 89.3 -12.3 -151 90.2 -58.5 -11.1 119 15.2 -42.1 6.38 -10.9 -12.1 25.6 13.6 8.22 -1.14 74.4 -48.7 -234 135 -222 -176 -23 -32.1 7.511.9 -6.4 -0.0443 -62.1 -26.1 -27.4 -19.6 -20.7-22.9 1 0.927 -62.9 -99.7 137 -98.9 -95.8 147 -104 -96.8 -21.8 -43.5 -33.1 0.465 4.58 -105 -0.173 -74.2 -113 -39.8 -133 -144 237 -93.5 -57.1 40.2 -72.9 -0.306 -14.3 -0.503 -15.9 0.0794 -10.6 0 0 -0.246 -0.201 -0.498 -44.3 70.7 -37.3 0.0249 -2.85 -2.53 -7.95 0.276 -22.3 0.237 -10.9 -37 57.7 -40.3 0 0 1.01 -0.931 -42 50.6 -8.4 -58.3 239 -133 -121 -31.6 -101 -65.6 1.66 11.1 20.2 -50.1 -0.323 0.916 -0.474 -66.2 77 -116 0.0257 -0.344 0.043 0.00260.14 -0.122 0.34 -0.447 1.25 -0.0496 3.75 14.6 -20.3 13 34.7 -46.8 -1.28 0.355 -0.353 0.657 0.579 -21.8 30.1 3.59 -31.3 54.9 20.9 6.27 18.1 -20.5 -2.05 13.5 -5.07 20.7 53.1 -38.1 -17.2 31.7 12.8 -6.5 26.7 -38 -39.7 70.3 4.03 -42.5 77.9 -55.9 -109 -30.4 -136 -146 274 -162 -149 -62.5 -138 -73.2 -0.117 10.4 23.1 -28.3 -13.2 56.9 -8.63 17.6 30.2 -32.8 -31.7 55.2 26.7 12 51.1 -69.2 -25.5 64.4 0.667 -35.4 75.3 -53.1 -108 -35.4 -133 -141 270 -159 -147 -62.9 -136 -71.2 -0.173 0.564 -0.191.49 2.8 -2.44 2.182.39 -0.479 -0.0925 0.132 -0.00389 0.00401 -0.000728 0.738 0.375 -0.176 0.0206 0.00988 0.0772 0.0646 1.77 -0.055 0.0151 0.0113 0.0607 -0.64 1.52 1.81 0.0105 0.104 0.013 0.0979 -0.895 2.05 1.2 0.004 0.135 -0.872 1.3 0.369 -0.0468 0.0131 -0.00746 0.525 0.139 0.944 13 -25.1 2.283.79 3.51 11.8 -13.7 -1.9-1.94 1.5 -2.64 -29.3 57.4 26.2 -5.68 51 -56.4 32 42 -29.7 9.5 94.9 -7.56 -32.5 10.6 -85.5 -99 178 -91 -95 -33.3 -81.2 -43.6 1.66 0.378 1.82 -1.47 -2.21 23.2 -10.7 3.43 18.2 -18.4 -1.06 0.207 -1.53 -16.4 4.31 -2.69 -20.2 30.1 6.31 21.8 -35.8 -2.63 53 -204 11.9 56.1 -37.1 -36.7 48.9 -48.8 -267 246 -360 10.4 197 -270 -18.9 5.39 4.07 4.49 -3 -2.41 -26.2 186 -100 -105 -39.2 -92 -50.7 1.82 0 0 0.934 0 0 0.193 -0.628 -56.4 54 -30.6 -5.24 5.6 -3.78 -52 40 -28 -6.21 3.04 1.55 2.05 1.89 1.99 0 0 -90 244 -45.7 -615 515 -471 -253 210 -14.7 -124 14 3.67 -297 33.4 -7.73 -82.5 30.2 7.41 -83.9 229 -129 -108 -21.3 -95.1 -68.9 1.6 -44.8 51.1 -34.3 3.5 15.6 -111 24.7 29.9 -252 4.4 9.09 -71 -40.1 244 -71.5 -350 394 -304 -66 128 -60.8 -63.2 180 -211 -150 215 -105 -109 -20.2 -57.9 -50.5 0.0468 4.57 9.92 -60.3 40.6 -144 -56.4 127 -54.3 -172 209 -154 -33 109 -159 -115 121 -87.8 -89.1 -20.3 -40.2 -32.1 0.791 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 Strength Design - Envelope Plot: (Bending)(Context: Max Moment) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Strength Design: Max Bending Moment Plan Strength Design: Max Bending Moment Plan - 34 Appendix 7.9.1-198 -131 141 -283 -237 112 -231 -259 120 -308 -335 35 -110 95.3 -224 -194 72.5 -191 -210 79.6 -231 -235 25.4 -155 172 -256 -165 206 -318 -97.3 32.32424 -5.44-6.85 2.92 -25.9 2.94 3 -0.2 14.235.7 -109 -260 160 -453 -486 25.7 9.959.55 10.2 4.26 0.1165.543.47 4.88 3.56 -0.46-7.4 4.47 1.36 5.07 -36 7.49 -42.2 -22.5 27.5 29.7 20.927.7 -11.1 -267 44.3 -289 -269 36 0.914 6.53 -19.8 -4.45 6.73 -10.4 3.13 8.3 -8.96 -7.23 0.285 -1.37 2.22 0.7913.59 -30.1 1.21 5.33 -28.6 -34.9 69.3 -109 -102 2.17 -28 1.63 -1.68 0.109 -0.687 0.811 0.234 -36.3 2.5 -0.129 -0.0107 -0.55 0.291 -0.105 -0.0803 -12.7 2.87 -1.39 0.0111 -0.351 0.0411 0.00831 -0.133 1.36 -0.962 0.18 -0.381 0.156 0.0188 0.141 -0.435 1.96 -0.546 -0.0155 0.485 -0.639 -0.00448 -0.404 0.188 -0.462 0.0445 0.00307 0.00821 0.109 -0.222 0.108 -0.303 0.0893 0.0214 0.0803 -0.403 0.0565 0.12 1.54 -1.48 -0.0788 -0.136 0.124 -0.931 2.65 -6.08 0.0399 0.563 -0.535 0.223 0.03140.173 -0.469 0.893 -3.03 0.0536 1.88 -0.0945 0.0376 0.00776 0.183 -0.783 -7.68 4.08 -10.8 -2.29 11.9 -11.3 -17.9 22.5 11 12.9 -179 161 -358 -362 2.11 -2.99 3.92 -0.266 0.0727 0.00152 0.0164 -0.475 -0.126 -0.218 -88.2 72.1 -202 0.0414 0.609 -0.0636 -0.00705 -0.125 0.339 -0.153 -184 40.4 -162 -0.724 0.114 -3.73 0.844 -0.0207 0.00329 -0.00456 0.565 -0.185 0.0656 -0.759 -165 42.4 -96.3 -5.94 -5.27 -60.5 -56.6 -14.5 -107 -58.6 63.2 -95.6 -166 76.7 -195 -92.7 40.4 -51.7 -172 47.8 -125 -47.4 5.5 4.83 -69.7 3.77 -5.21 2.37 7.612.84 28.4 30.726.3 1.32 2.771.64 0.194 0.7360.28 1.35 2.561.7 15 17.315.7 1.41 2.111.51 3.46 4.733.76 10.2 12.811.1 2.773.153 3.24 23.1 2723.1 10.2 12.810.6 3.01 3.413.1 11.9 11.511.9 2.75 -102 -89.7 44.5 -68.5 -58.5 6.92 30.3 -247 -256 19.5 -78.1-50.6 -244 -144 -0.0946 -38.3 2.78 -347 -322 93.2 -236 -204 -4.08 -15.2 -45.3 3.04 -39.4 4.86 -28.8 0 0 -1.5 4.14 3.896.51 -24.5 -12 10.8 4.966.2 -68.5 -0.249 2.83 -0.431 1.04 -26.9 24.5 -470 -400 140 -249 -176 -22.1 -82.1 36.2 -329 -287 116 -176 -113 -40.7 -123 -183 121 -237 -245 114 -221 -185 -53.4 -100 -120 -0.695 28.2 -235 -213 72.4 -164 -94.2 -39.1 -97.3 -174 75.7 -199 -200 73.1 -178 -134 -38 -71.7 -83.9 -0.684 -5.43-3.68-4.72-3.2 -1.95-2.22 1.421.1 -8.32-3.84-6.05-4.43 2.53 4.32 -4.84 -0.978 5.87 -5.23 0.474 5.32 -8.89 -12 7.52 -9.7 -10.3 10.7 -9.92 -4.87 4.16 -4.83 -26.9 -8.1 -106 -10.5 -1.23 -335 1.38 -82.6 -18.2 104 -69.5 -490 209 -695 -78.8 65.7 -128 -68.3 90.8 -18 -682 153 -488 -125 44.6 -80.4 -91 17.7 6 -360 23.8 -68.1 -73.9 8.45 1.9 -58.6 45.2 -20.1 5.99 -26.6 -2.8 1.6 -10.7 14.8 25.4 -78.7 -300 153 -259 -225 -72.8 -138 -161 -0.886 -39.9 -20.4 -35.4 -24.6 -53.6 -51 -115 14.8 57.7 -26.1 -236 55.6 -90.5 -23.4 75.1 7.84 -64.8 2.41 -18.6 -28.8 13.7 4.89 -44.7 60.9 -67.8 -464 43.1 -375 -299 -41.1 -81.8 -30.9-12.5-14.5 -0.905 -78 -35.9 -39.4 -45.2-43.9-53.4 0.282 -0.337 -132 -185 87 -193 -190 82.5 -188 -134 -28 -77.6 -77.9 -0.634 0.489 -159 -3.18 -155 -172 -48.4 -197 -255 148 -256 -88.2 22.2 -101 -0.453 -26.6 -0.672 -30 -0.0028 -19.3 0 0 -1.63 -124 23.6 19.1 22 -114 -0.024 -4.91 -4.35 -14 0.0254 -37.6 0.0635 -17.8 -86.8 19.8 -132 0 0 0.321 -3.15 -104 23.1 -69.2 -252 139 -254 -190 -45 -161 -148 -1.16 5.97 10.7 -91.6 -0.656 0.53 -0.944 -122 44.6 -215 0.0141 -0.628 0.0239 -0.01890.111 -0.183 -0.103 -0.339 -1.05 0.518 -0.134 2.35 8.15 -34.7 7.77 21.9 -77.5 -2.49 0.187 -0.623 -0.00384 -0.714 -0.635 -42.1 18.914.3 15.6 -2.2 -60.3 36.1 15.9 2.87 8.93 -37.3 -4.62 6.96 -9.58 13.3 34.2 -61.5 -34.4 18.9 -1.89 -15.6 13.1 -64.4 -69.1 45.8 -17.1 -199 13.3 -136 -175 -90.4 -285 -398 158 -312 -229 -77.8 -196 -155 -4.57 5.78 11.5 -52.9 -22.6 36.6 -22.2 11.2 19.3 -55.1 -60.2 33.5 5.08 -2.48 32.2 -105 -55.2 42.8 -22.9 -185 13.6 -126 -168 -91.3 -278 -387 157 -306 -225 -76.9 -191 -151 -4.41 0.363 -0.298 0.759 1.8 -3.79 1.41.54 -0.745 -0.144 0.0772 -0.015 -0.000996 -0.00159 0.484 -0.0425 -0.346 0.00979 0.00406 0.0485 -0.658 1.27 -0.116 0.00679 0.00541 0.0388 -0.989 1.05 1.16 -0.0358 0.0543 -0.000351 0.0632 -1.38 1.33 0.581 -0.0442 0.0877 -1.33 0.604 0.155 -0.0761 0.00735 -0.0161 0.181 -0.187 0.207 5.56 -46 1.26 5.76 -24.8 -3.58-3.74 0.893 -4.32 -61.2 34.9 9.79 -15.9 30.4 -92.5 20 26.9 -57.2 -97.3 56.4 -57.8 -75.3 -24.3 -176 -278 96.3 -202 -144 -39.7 -117 -100 -1.14 0.00249 1.12 -2.56 -7.58 14.7 -17.7 2.05 11.5 -28.6 -1.89 0.0748 -2.58 -28.4 1.73 -9.43 -31.5 18.1 4.03 13.9 -55.6 -15.2 33.9 -317 7.59 33 -71.9 -57 29.4 28.8 29.4 -80.6 -417 157 -561 -2.75 127 -425 -27.4 1.31 -1.38 -0.994 -28.5 -191 117 -185 -143 -47.3 -128 -108 -1.43 0 0 0.319 0 0 -2.57 -144 13.7 11.8 16.6 -118 -13.9 2.04 -13 -124 5.98 0.621 9.56 -85.7 -13.7 0.896 -0.0853 0.584 0 0 -163 159 -73.8 -967 333 -730 -397 136 -30.4 -190 1.37 -0.0938 -464 20.1 -23.7 -132 19.3 4.09 -262 135 -244 -175 -32.7 -152 -150 -1.22 -96.8 35.9 -61.1 -0.213 2.84 -170 9.15 17.7 -393 3.17 5.83 -109 -65 159 -137 -550 256 -491 -102 82.6 -104 -202 127 -345 -302 133 -219 -160 -26.5 -94.5 -109 -1.85 3.42 7.47 -92.3 32 -214 -87.3 82.3 -94 -272 135 -237 -144 59.4 -265 -228 60.5 -187 -132 -27 -61.8 -71.5 -0.586 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 Strength Design - Envelope Plot: (Bending)(Context: Min Moment) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Strength Design: Min Bending Moment Plan Strength Design: Min Bending Moment Plan - 35 Appendix 7.9.1-199 -13.1 -24.6 64.8 -16.6 -32.6 56.2 -18.8 -32.6 67.1 -20.2 -31.2 -7.39 -13.3 -18.6 52.7 0.706 -21.5 44.1 -5.63 -22.3 46.6 -5.26 -19.1 -5.45 -5.7 -25.9 81.1 -21.9 -35.1 103 -8.13 -12.7 7.177.17 7.587.57 17.6 17.5 0.1710.144 3.93 28.528.58.75 41.5 -32 105 -21.1 -29.9 -6.67 -0.427 3.75 0.381 3.43 0.317 -2.15-0.657-0.657 1.78 0.3860.422 -1.17 -1.17 3.88 1.39 14 2.42 13.9 4.32 -6.17 1.16 8.31 11.811.82.86 21.2 -28.7 111 -31.4 -6.31 -2.48 12.4 -3.71 -3.71 8.72 -1.02 11.6 -1.22 -1.25 0.72 0.652 1.31 1.3 1.3 16.8 -1.87 -1.87 13.5 -3.49 -4.85 23.9 19.3 21.9 2.78 -7.27 -2.68 0.0537 -6.18 1.43 -0.0587 1.94 1.86 2.32 -1.53 -5.61 -5.94 0.797 -0.148 0.952 0.764 0.923 0.731 0.949 0.053 -3.17 -3.25 1.36 -0.0777 0.78 0.0647 0.0817 0.0104 1.11 -1.91 1.36 -0.908 0.957 0.579 2.24 -0.901 -0.199 -1.04 0.898 0.212 0.609 0.476 0.592 0.102 -0.0786 -0.169 0.521 -0.561 -0.252 1.57 -2.06 4.49 -0.312 -0.995 0.574 0.305 0.3310.173 2.35 -0.645 3.94 0.157 0.2040.0283 0.0478 -0.0403 0.55 0.55 1.44 -2.15 9.55 6.1 2.02 -3.02 8.31 5.61 -23.9 -4.4 -4.96 -18.2 -19.2 80 -10.2 -22.5 -5.85 -2.55 2.22 0.114 0.264 0.0123 0.0783 0.0426 -18.7 40.3 -0.07 -0.167 0.601 0.0417 0.604 -0.261 0.145 -24 35.5 -0.784 1.48 0.00455 0.0186 -0.498 0.225 0.0204 0.318 -28.3 28.2 0.277 6.61 1.34 -9.64 26.5 -1.42 -9.11 14.5 3.6 -33.7 45.2 1.79 -8.61 11.3 1.43 -18.6 32.5 -0.689 -4.2 1.09 -6.36 -6.43 8.6 -0.846-0.894 2.461.88 -2.17-2.17 5.585.58 -0.866 2.14 -0.232-0.257 0.7040.572 -0.992 2.32 -1.7 3.73 -0.266-0.283 0.6910.614 -0.828 2.05 -0.879-0.943 1.431.37 -0.214-0.227 0.371 -1.84 2.962.81 -0.863-0.929 1.651.48 -0.377 0.513 -0.89 1.33 1.86 13.8 12.5 15.2 -13.4 -7.17 -10.1 14.9 11.7 15 -2.83 -6.63-6.24 -6.45 -6.19 14.7 102 -22.6 67.2 67.2 -41.5 20.4 15.9 66.2 -8.41 -26.9 64.6 -12.4 -18.7 6.39 -4.79 -0.513 -4.52 -0.214 -3.97 0 0 4.8 -0.855 8.421.36 6.36 -1.77 12.35.9 19.9 19.6 -1.32 4.54 1.29 8.34 21.4 96.9 -14.4 -32.7 89.9 -8.38 -12.3 30.3 12.8 64.3 -16.4 -34.3 58.8 -9.48 26 -14 -30.3 57.1 -18.2 -30.9 61.1 -13.8 -14.7 23.1 -10.1-11.3-10.5-10.5-2.86-2.87 9 44.3 11.3 -20.9 52 0.908 -6.49 14.3 2.53 -20.7 49.4 -1.48 -21.7 55.6 -10.1 -10.3 13.8 -7.37-9.14-7.41-7.41 -2.21 -2.76-2.33-4.28 4.152.67.45 -8.53-6.37-6.84 -1.17 3.54 3.54 6.6 -5.1 4.81 -1.37 12.1 -7.47 10.1 -5.31 10.1 -3.06 6.21 -8.5 10 -0.591 3.14 122 -3.19 10.8 4.01 -9.22 -14.7 16.4 2.84 -116 213 -3.29 -14.4 23.9 8.69 -2.96 -10.2 13 7.23 -127 178 -0.038 -12.1 16.3 6.24 2.35 -8.58 5.07 3.67 -86.4 66.2 -1.77 -7.59 3.04 -14 0.366 -16 15.4 -2.95 3.07 -0.936 2.64 18.3 15.3 20.3 -36 -38.6 80.4 -10.6 -16.1 31.7 -14.3-16-13.9-13.9-4.07-4.08 0.459 4.03 -9.13 17.9 7.85 21.3 -3.21 -4.72 11.2 -1.29 -56 42.7 -5.65 -1.81 -7.3 7.62 4.85 12.4 -20 19.3 13.5 2.09 -3.57 2.85 5.06 -2.72 16.3 16 -44 -46.1 106 -81.5 31.3 0.0188 -1.14 2.36 2.36 -0.628 -0.351 1.33 -3.57 2.93 -0.51-6.8 -6.8 -1.58 5.65 48.7 -26 74.6 -22.7 -22.9 59 -15 24.4 -10.1-10.9 -7.13-7.14 -0.265 9.53 45.5 45.3 14.3 8.9 65.4 -18.4 45.5 -28.9 -38.5 92.7 0.286 -6.08 11.1 9.59 31.3 1.39 1.39 4.92 2.36 6.75 5.5 0.686 5.24 4.59 0 0 -0.17 0.455 -7.77 -8.13 10.5 9.34 22 0.816 2.041.22 2.8 2.06 8.76 1.01 1.01 5.1 4.36 -9.24 29.5 0 0 -0.0767 -0.0115 -0.0308 0.954 -14.6 1.31 -2.09 15.8 9.17 25.2 -8.38 -22.7 79.6 -19.2 39.8 -11.2-21.6 -4.01-4.96 -3.23 21.4 -0.83 -0.0946 -0.666 1.15 -17.3 6.79 6.79 64.7 0.033 -0.0864 0.0343 -0.000741 0.0996 0.0996 0.281 -0.41 0.268 -0.521 0.346 -0.284 0.441 -0.189 -2.61 23.8 -6.77 35.1 1.81 0.287 0.5720.264 0.615 -16.9 11.1 9.95 -20.6 5.09 3.98 10.5 -3.09 18.2 -3.82 7.61 -8.11 42.2 -11 11.4 -5.92 24.5 -31.8 24.5 -17.8 61.7 -16.8 72 -27.8 -37.7 89.3 -20.1 41.3 -18.6-22.8 -4.69-5.23 -2.14 -2.14 23.1 -16.2 -16.2 22.4 -3.42 -3.42 22.8 -19 17.2 -15.5 36.3 -25.8 23.3 -15.6 58.5 -15.1 72.3 -25.9 -37 87.8 -19.5 39.4 -17-20.8 -7.41 -9.63-4.77-5.72 -0.0213 -0.732 1.380.7693.77 1.72.371.49 1.810.727 0.0918 -0.00233 0.0639 -0.0318 0.737 0.386 0.204 -0.563 0.0612 -0.0929 0.0761 -1.36 -0.186 0.00387 -1.79 3.01 -0.231 0.011 -2.13 4.23 -0.0882 0.0606 -3.59 0.887 0.0224 0.0578 -0.0657 0.663 0.602 -1.02-1.02 -0.797 -0.797 20.6 -1.4-1.4 -1.28 -1.28 13.9 0.2720.272 0.533 -0.225 2.65 -17.8 -8.64 -8.64 18.2 -19.6 33.1 -2.82 14.8 12.8 -14 44.9 -10.5 54.6 -16.7 -24.6 58.5 -13.1 25.9 -7.93-12.1 -5.75 -6.25-2.65-3.61 -0.0546 3.49 0.219 -8.29 9.43 1.45 -1.92 -3.88 6.44 2.14 0.0147 0.00785 0.5180.421 1.92 0.481 -1.26 3.382.75 5.87 -0.809 -4 -1.95 -3.02 14.1 6.26 -32.7 133 -6.86 18.2 7.09 -1.6 -9.77 17.4 14.2 -104 120 -4.54 -8.25 80.2 -30.1 14.5 9.82 -14.2 -20.9 57.1 -13.9 27.1 -10.7-13 -5.93-7 -3.4-4.56 0 0 0.016 -0.036 0.39 0 0 0.764 -12 26.6 -1.06 -1.14 1.72 1.68 3.86 3.86 -8.47 -8.63 15.2 15.2 -0.907 -1.41 -0.1 -0.28 1.05 0 0 -18 -22 29.1 12.2 -129 238 -43.8 17 8.28 -1.48 -15.2 3.68 -114 47.9 -4.59 -16.3 9.44 6.28 -15.2 -32.9 78.3 -19.2 40.7 -13.5-20.2 -4.37-5.31 -15.4 0.625 -2.23 12.6 7.51 -0.761 -1.56 20.5 5.09 -7.59 138 -1.2 15.3 6.86 -7.69 -17.5 35.2 33.9 -114 131 -3.69 -15.6 22.4 18.8 -30.5 126 -11.6 -32.7 65.7 -19 27.3 -13.6-16.1 -3.09 -3.3 -1.67 11.4 5.57 5.12 55.3 -1.76 -13.2 19.6 15.3 -44.7 58.7 -16.1 57.5 -9.5 -19.8 48.1 -13.1 15.2 -8.23-8.93 -2.04 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 Strength Design - Envelope Plot: (Vertical Shear)(Context: Max Shear) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Strength Design: Max Shear Plan Strength Design: Max Shear Plan - 36 Appendix 7.9.1-200 -63.7 35.8 22.3 -57.8 30.9 19.8 -63.7 34 16.7 -66.2 -14.3 -44.7 23.7 2.49 -48.6 20.9 10.1 -50.2 22 0.614 -44.6 -10.5 -86.6 36.2 32.5 -81.5 47.6 -28.7 -5.61-8.68-8.68 0.743 10.9 10.9 -1.78 1.76 10.410.4 -1.61 11.3 8.95 -93.1 35.7 16.6 -99.2 -20.7 -5.71-1.65 -1.76 1.47 0.0669 -3.55-2.93 -2.93 0.974 -0.0216-4.18 -4.18 1.45 0.839 0.712 5.26 0.981 5.01 -2.21 -11.3 -4.32 -6.92 1.08 4.934.93 -3.84 -9.9 1.77 -95.9 12.6 11.8 21.5 -111 -15.7 -5.25 6.18 -7.48 -7.48 4.15 -3.65 5.86 -2.88 -2.94 0.506 0.214 0.214 8.37 -4.18 -4.18 6.75 -10.7 -12.4 13.8 1.23 -10.9 -15.9 -5.96 -5.11 -8.11 -1.84 -2.11 0.457 -0.471 2.08 -2.11 -9.72 -10.3 0.0791 -0.451 0.507 0.397 0.808 -0.124 -5.53 -5.66 0.361 -0.381 0.379 -0.0255 0.0396 -0.00693 0.626 -2.28 0.273 -1.6 0.291 0.227 2.01 -1.31 -0.335 -1.26 0.285 -0.0962 0.375 0.313 0.387 -0.0975 -0.136 -0.331 0.273 -1.04 -0.559 0.843 -2.33 3.12 -0.677 -1.17 1.29 -0.994 2.51 0.0392 0.1260.0139 0.0191 -0.119 0.181 0.181 0.0225 -5.62 5.88 3.86 -1.17 -5.11 5.44 3.53 -39.9 -6.87 -7.82 -65.6 32.2 12.7 -67.1 -16.7 -5.03 1.05 0.0519 0.138 -0.0496 0.0325 -0.0476 -33.2 22.5 -0.115 -0.265 0.227 -0.128 0.368 -0.479 0.0654 -40.9 20.3 -1.24 -0.148 -0.34 0.942 -0.0346 0.00555 -0.967 0.112 -0.0955 -46.4 15.1 -1.08 4.18 0.745 -17.6 16.9 -2.87 -14.2 8.73 2.17 -52.8 27.2 -0.3 -14.7 6.35 0.467 -36.6 14.9 -1.12 -6.83 0.271 -16.4 3.36 -2.73-2.86 0.3090.278 -5.68-5.68 2.542.54 -2.7 0.685 -0.706-0.782 0.2270.185 -2.92 0.756 -5.84 0.315 -0.751-0.798 0.2430.216 -2.6 0.645 -1.68-1.81 0.7270.698 -0.4-0.42 0.203 -3.56 1.441.37 -1.8-1.9 0.7050.604 -0.589 0.312 -1.72 0.651 0.27 6.33 -1.51 -17.5 -16.1 -17.7 7.76 2.15 -6.33 -5.98 -12.7 6.18 18.8 -109 17.4 17.4 -88.1 -0.614 -8.49 5.53 22.2 9.27 -71.2 23.2 8.04 -39.3 -7.33 -12.8 -1.18 -12.1 -2.94 -10.5 0 0 2.97 -1.83 1.820.604 2.34 -6.77 5.61.42 6 5.9 -2.58 0.809 -0.896 0.111 -0.0691 1.71 5.76 29.3 20.6 -98.2 25.1 4.75 -44.5 3.02 4.72 30.7 20.3 -66 27.3 13.5 -27.2 11 10.6 -57 32.1 18.5 -61.3 30.6 12.8 -35 0.207 -43.1-44.4-25.3-25.3 -5.96 3.68 18.5 -10.9 -50.6 19.9 -1.44 -15.9 6 -3.73 -55.1 21.6 0.686 -51.2 21.9 4.25 -23.2 2.78 -23.7-25.5-16.5-16.5 -4.2-4.25 -6.32-6.34-6.34-8.08-8.08 2.291.524.34 -13.5-11.8 -2.44 1.81 1.81 3.3 -8.68 2.48 -2.13 7.77 -12 6.44 -9.86 5.52 -6.12 3.09 -18.6 4.18 -5.67 -5.19 77 -4.62 6.79 2.36 -14.6 -24.4 10.5 1.67 -181 136 -5.06 -22.4 14.9 5.56 -4.72 -16.5 7.92 4.39 -206 108 -2.05 -20.1 9.79 3.65 0.482 -14.2 2.35 1.8 -141 42.8 -2.69 -12.1 1.81 -26.1 -17.4-20.6 -7.21 -28.2 -5.3 -9 1.07 -5.84 -4.75 11.9 8.55 -86.2 36.9 20.8 -47.6 -0.378 -2.15 -52.3-53.9-34.2-34.2 -8.29 -8.3 -1.19 1.63 -14.8 11.7 4.34 15.1 -5.77 -9.2 5.85 -2.24 -86.5 32 -14.2 -4.64 -11.6 4.89 3.06 5.83 -27.1 14.5 10.1 0.358 -5.35 1.02 -9.23 -11.1 12.9 8.6 -135 43.4 -158 -2.24 -33.7-34.9 -2.33-2.33-3.42-1.39-1.54 -7.72 -2.55 -7.49 -5.06 -6.08-19.1-19.1 -2.94 3.11 13.99.57 -53.5 21.7 17.3 -53.6 22.9 15.6 -33.6 4.06 -39.1 -4.13 4.53 18.1 18.1 4.71 10 9.99 22.1 17.3 -40.1 20.9 -80.6 33.7 30.5 -19.9 -9.33 -12.8 -6.9 -8.71 -6.77 -11 10.2 0.768 0.768 2.37 1.39 3.21 2.63 0.436 2.78 2.4 0 0 -0.186 0.119 -22.5 -23.4 0.9 -1.81 3.28 2.67 6.96 0.513 1.18 0.722 1.58 1.27 5.11 0.603 0.603 2.98 2.53 -19.2 10.4 0 0 -0.228 -0.047 -0.099 0.299 -43.3 -6.32 -15.8 4.51 -0.229 4.41 -91.8 36.7 26.9 -45.6 17.2 -71.5 -8.15-13.3 -6.7 11.3 -1.69 -0.447 -1.46 0.595 0.574 -32.1 2.68 2.68 31 0.0198 -0.174 0.0206 -0.0245 0.0798 0.0798 0.181 -0.777 -0.278 -1.21 0.185 -0.776 0.228 -0.332 -4.43 13.5 -10.6 22.1 0.374 0.15 0.328 -0.662 -0.484 -29.8 4.37 -33.8 2.35 1.91 5.71 -6.48 9.27 -7.6 3.75 -12.6 26.6 -20.3 4.48 -13.7 13.4 -49.9 12.8 -70.3 24.9 -48.8 18.1 -119 40.6 29.2 -47.3 19.6 -59.5-33.3-33.3-8.89-17.6 -4.59 -4.59 11.9 -25.2 -25.2 14.3 -5.47 -5.47 13.8 -35.2 6.74 -25.1 22.3 -42.1 12.2 -65 23 -45.5 14.8 -115 40.5 28.9 -45.7 18.6 -64.7 -9.29-17.2 -0.0469-1.44 0.8490.272.43 1.091.530.962 1.160.451 0.0558 -0.0128 0.0403 -0.0534 0.458 0.224 -0.263 -1.09 0.0229 -2.66 -0.375 -0.000538 -2.88 1.93 -0.467 -0.00909 -3.27 2.72 -0.238 0.0105 -5.45 0.38 0.0505 0.054 0.01280.034 -0.107 0.226 0.164 -2.65-2.65 -2.06 -2.06 10.5 -2.67-2.67 -2.89 -2.89 7.34 0.0672 0.0672 -0.849 1.68 -34.2 7.73 -33.6 16.4 -5.28 8.31 5.45 -50.3 20.3 -30.8 16.3 -83.2 23.6 15.3 -31.1 11.9 -43.5 -5.56-10.9 -0.339 2.29 0.0485 -14.5 6.02 -0.153 -3.14 -6.03 3.83 1.22 -0.166 0.3350.271 1.2 -3.01 -3.35 1.311.07 2.94 2.19 -1.99 -6.59 -3.41 -3.7 -4.71 9.02 4 -51.2 85.8 -10.7 11.3 2.92 -3.46 -15.7 11 8.19 -164 77.4 -7.16 -12.8 51.1 -39.9 -6.14-7.52 3.96 -3.66 -57.7 27.2 18.9 -29.7 12.5 -43.5 -6.31-11.4 0 0 -0.21 0.103 0 0 0.19 -30.1 4.52 2.61 8.23 -3.4 -3.68 0.655 0.58 1.07 1.07 -22.7 -24.2 2.62 2.58 5.47 5.47 -3.32 -0.503 -0.799 0.39 -0.0401 0 0 -32.3 -35.8 18.5 7.92 -203 149 -69.5 11 5.25 -6.99 -23.4 0.499 0.481 -179 26.3 -9.68 -25.8 6.05 3.82 -80 35.1 26 -44.8 18.9 -66.3 -8.5-13.8 -29.2 8.4 1.6 -3.9 -4.57 13.4 -0.24 -25.1 85 -1.92 9.87 4.25 -11.8 -27.5 21 19.1 -185 80.8 -7.26 -24.2 13.6 9.87 -56.5 42.1 -89.1 29.4 18.7 -37.4 9.8 -45.6 -6.09-8.42 -2.18 7.44 3.13 0.476 36.9 -4.03 -20.5 12.1 7.53 -71.1 38.3 -38.7 26.1 -54.9 19.1 13.1 -25.3 5.54 -22.8 -4.36-5.62 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:450 Strength Design - Envelope Plot: (Vertical Shear)(Context: Min Shear) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Strength Design: Min Shear Plan Strength Design: Min Shear Plan - 37 Appendix 7.9.1-201 1C-1 OK 1C-2 OK 1C-3 OK 1C-4 OK 2C-1 OK 2C-2 OK 2C-3 OK 2C-4 OK 3C-1 OK 4C-1 OK 4C-2 OK 4C-3 OK 4R-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5L-1 OK 5C-1 OK 5R-1 OK 5L-2 OK 5C-2 OK 6C-1 OK 6C-2 OK 6C-3 OK 7L-1 OK 7C-1 OK 7R-1 OK 8L-1 OK 8C-1 OK 8R-1 OK 9C-1 OK 9C-2 OK 10L-1 OK 10C-1 OK 10R-1 OK 10L-2 OK 10C-2 OK 10R-2 OK 10L-3 OK 10C-3 OK 10R-3 OK 10L-4 OK 10C-4 OK 10R-4 OK 11C-1 OK 11C-2 OK 12L-1 OK 12C-1 OK 12L-2 OK 12C-2 OK 12L-3 OK 12C-3 OK 12L-4 OK 12C-4 OK 12L-5 OK 12C-5 OK 12L-6 OK 12C-6 OK 12L-7 OK 12C-7 OK 13C-1 OK 14C-1 OK 15L-1 OK 15C-1 OK 15R-1 OK 16L-1 OK 16C-1 OK 16R-1 OK 17L-1 OK 17C-1 OK 17R-1 OK 18L-1 OK 18C-1 OK 18R-1 OK 19C-1 OK 19C-2 OK 19C-3 OK 20C-1 OK 20C-2 OK 20C-3OK 21C-1 OK 21C-2 OK 21C-3 OK 21L-4OK 21C-4 OK 21R-4 OK 21L-5 OK 21C-5 OK 21R-5 OK 22C-1 OK 22C-2 OK 22C-3 OK 23C-1 OK 23C-2 OK 23C-3 OK 23C-4 OK 23C-5 OK 23C-6 OK 23C-7 OK 24C-1 OK 24C-2 OK 24C-3 OK 24C-4 OK 24C-5 OK 24C-6 OK 24C-7 OK 25L-1 OK 25C-1 OK 25R-1 OK 25L-2 OK 25C-2 OK 25R-2 OK 26L-1 OK 26C-1 OK 26R-1 OK 27L-1 OK 27C-1 OK 27R-1 OK 27L-2 OK 27C-2 OK 27R-2 OK 27L-3 OK 27C-3 OK 27R-3 OK 27L-4 OK 27C-4 OK 27R-4 OK 28C-1 OK 28C-2 OK 28R-2 OK 28C-3 OK 28C-4 OK 28C-5 OK 28C-6 OK 29C-1 OK 29R-1 OK 29C-2 OK 29R-2 OK 29C-3 OK 29R-3 OK 30C-1 OK 31C-1 OK 31C-2 OK 31C-3 OK 32C-1 OK 33C-1 OK 34C-1 OK 34C-2 OK 34C-3 OK 34C-4 OK 34C-5 OK 35C-1 OK 36C-1 OK 36C-2 OK 36C-3 OK 36C-4 OK 37L-1 OK 37C-1 OK 37R-1 OK 37L-2 OK 37C-2 OK 38L-1 OK 38C-1 OK 38R-1 OK 38C-2 OK 38R-2 OK 39C-1 OK 39C-2 OK 39C-3 OK 39C-4 OK 40C-1 OK 40R-1 OK 40C-2 OK 40R-2 OK 41L-1 OK 41C-1 OK 41R-1 OK 42L-1 OK 42C-1 OK 42R-1 OK 43L-1 OK 43C-1 OK 43R-1 OK 44L-1 OK 44C-1 OK 44R-1 OK 44C-2 OK 44C-3 OK 44C-4 OK 44C-5 OK 44C-6 OK 45L-1 OK 45C-1 OK 45R-1 OK 46L-1 OK 46C-1 OK 46R-1 OK 46C-2 OK 46C-3 OK 46C-4 OK 46C-5 OK 46C-6 OK 47L-1 OK 47C-1 OK 47R-1 OK 47L-2 OK 47C-2 OK 47R-2 OK 48L-1 OK 48C-1 OK 48R-1 OK 49L-1 OK 49C-1 OK 49R-1 OK 50L-1 OK 50C-1 OK 50R-1 OK 50C-2 OK 50C-3 OK 50C-4 OK 50C-5 OK 50C-6 OK 51L-1 OK 51C-1 OK 51R-1 OK 51L-2 OK 51C-2 OK 51R-2 OK 52L-1 OK 52C-1 OK 52R-1 OK 52L-2 OK 52C-2 OK 52R-2 OK 52C-3 OK 52C-4 OK 52C-5 OK 52C-6 OK 53L-1 OK 53C-1 OK 54L-1 OK 54C-1 OK 54R-1 OK 55L-1 OK 55C-1 OK 55R-1 OK 55L-2 OK 55C-2 OK 55R-2 OK 56C-1 OK 56C-2 OK 56C-3 OK 57C-1 OK 58L-1 OK 58C-1 OK 58R-1 OK 58L-2 OK 58C-2 OK 58R-2 OK 58C-3 OK 58C-4 OK 58C-5 OK 58C-6 OK 59L-1 OK 59C-1 OK 59L-2 OK 59C-2 OK 59C-3 OK 59C-4 OK 59C-5 OK 59C-6 OK 1 OK with SSR (non-standard section) 2 OK with SSR 3 OK 4 OK (non-standard section) 5 OK 6 OK (non-standard section) 7 OK (non-standard section) 8 OK (non-standard section) 9 OK 10 OK (non-standard section) 11 OK (non-standard section) 12 OK 13 OK 14 OK with SSR 15 OK (non-standard section) 16 OK (non-standard section) 17 OK (non-standard section) 18 OK 19 OK 20 OK with SSR 21 OK (non-standard section) 22 OK (non-standard section) 23 OK (non-standard section) 24 OK (non-standard section) 25 OK (non-standard section) 26 OK (non-standard section) 27 OK 28 OK 29 OK 30 OK (non-standard section) 31 OK 32 OK 33 OK 34 OK (non-standard section) 35 OK 36 OK with SSR 37 OK 38 OK (non-standard section) 39 OK 40 OK 41 OK (non-standard section) 42 OK 43 OK 44 OK (non-standard section) 45 OK (non-standard section) 46 OK 47 OK (non-standard section) 48 OK (non-standard section) 49 OK (non-standard section) 50 OK (non-standard section) Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Latitude Span Segment Deflection Checks; Longitude Span Segment Deflection Checks; Span Segment Deflection Check Status; Latitude Deflection Checks; Longitude Deflection Checks; Deflection Check Status; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Status: Status Plan Design Status: Status Plan - 38 Appendix 7.9.1-202 (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x29.3@12T #5x12@12T #5x15@12T (7)#5x12T (7)#5x12T #5x30.1@6T #5x7.5@6T #5x12@12T (7)#5x12T (7)#5x12T #5x15@12T #5x11.1@6T #5x12@12T (9)#5x12T (17)#5x12T (11)#5x12T (7)#5x12T #5x12@12T #5x12@12T #5x77.8@12T #5x78@12T #5x12@12T #5x12@12T (4)#8x99.3T (9)#5x12T (17)#5x12T (9)#5x12T (7)#5x12T #5x9.83@12T (9)#5x12T (9)#5x12T (7)#5x25T (7)#5x25T #5x12@12T (13)#6x25T #6x25@6T #6x25@6T (23)#6x25T (15)#6x30T #5x12@12T #6x20@6T (15)#6x25T (7)#5x12T (7)#5x12T (17)#6x20T #6x20@6T (31)#6x20T #5x12@12T (4)#8x45.1T (7)#5x12T (7)#5x12T (7)#5x12T (9)#6x25T #6x25@6T (21)#6x25T #6x25@6T (15)#6x25T (7)#5x7.5T (7)#5x7.5T (7)#5x7.5T #5x12@12T (7)#5x15T (7)#5x15T (7)#5x25T #5x12@6T (7)#5x25T (7)#5x25T #5x41.9@12T (9)#5x25T (7)#5x25T #5x18@6T #5x10@6T (9)#5x25T (7)#5x25T #5x20.5@12T (9)#5x25T (7)#5x25T (11)#6x25T (19)#6x25T #6x25@6T #6x12@6T (7)#5x25T (19)#6x25T (29)#6x12T #6x25@6T #6x12@6T (35)#6x12T (35)#6x25T (7)#5x25T #6x12@6T #6x25@12T #5x12@12T (25)#6x12T (23)#6x25T (7)#5x15T (7)#5x25T #6x25@6T #6x12@6T (11)#6x25T (13)#6x12T (7)#5x15T (7)#5x25T 5 #5 T.3 #8 T. 3 #8 T. 1 #5 T.4 #5 T.4 #5 T. 6 #5 T. 5 #5 T.5 #5 T. 4 #5 T.4 #5 T. 5 #5 T.5 #5 T. 5 #5 T. 4 #5 T.1 #5 T. 5 #7 T. 3 #5 T.9 #5 T.4 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 2 #8 T.3 #8 T.3 #8 T.3 #8 T.3 #8 T.2 #8 T.1 #6 T.1 #6 T. 4 #5 T.9 #5 T.9 #5 T.4 #5 T. 1 #5 T. 1 #5 T. 5 #5 T.1 #5 T. 1 #5 T. 4 #5 T.3 #5 T. 5 #5 T. 5 #5 T.3 #5 T. 9 #5 T. 7 #5 T. 4 #5 T.5 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 6 #5 T. 6 #5 T. 1 #8 T. 2 #8 T.2 #8 T. 6 #5 T. 6 #5 T. 4 #5 T. 4 #5 T. 7 #5 T. 1 #9 T.1 #5 T. 4 #5 T.3 #5 T. 1 #5 T. 8 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 4 #11 T. 6 #11 T. 1 #5 T. 1 #5 T. 3 #8 T. 6 #8 T. 1 #5 T. 8 #5 T. 2 #8 T. 2 #8 T. 3 #8 T. 1 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 1 #5 T. 2 #5 T. 1 #5 T. 1 #5 T. 4 #5 T. 4 #6 T. 7 #6 T. 14 #6 T. 5 #5 T. 10 #5 T. 1 #5 T. 3 #11 T. 6 #11 T. 2 #6 T. 2 #6 T. 3 #6 T. 2 #6 T. 2 #6 T. 32 #6 T. 13 #6 T. 8 #5 T. Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 39 Appendix 7.9.1-203 #5x29.3@12B #5x12@12B #5x6@12B #5x12@12B #5x7.5@6B #5x28.9@6B #5x12@12B #5x6@12B #5x12@12B #5x11.1@6B #5x30@12B #5x12@6B #5x12@6B #5x12@12B #5x77.8@12B #5x99.3@12B (6)#8x97.6B #5x6@12B #5x9.53@12B #5x6@12B #6x13.9@8B #5x6@12B #5x12@12B #5x12@12B (4)#5x30B #5x6@12B #5x12@12B #5x6@12B #6x72.7@8B #5x7.4@6B #5x43.1@12B #5x10@6B #5x14.7@6B #5x20@12B #6x43.5@8B #6x44.5@8B 2 #5 B. 8.6.2.3 8.6.2.3 3 #8 B.3 #8 B. 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 2 #5 B.3 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.5.2 3 #5 B.2 #5 B.1 #5 B.8.5.2 8.5.2 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.5.2 1 #5 B. 3 #5 B.1 #5 B.8.5.2 8.5.2 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.5.2 5 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.5.2 5 #5 B. 8.5.2 8.6.1.1 8.6.1.1 5 #5 B. 8.5.2 8.6.1.1 8.6.1.1 1 #5 B. 1 #5 B. 7.7.2.2 7.7.2.2 7.7.2.2 1 #5 B. 1 #5 B. 7.7.2.2 7.7.2.2 7.7.2.2 1 #5 B.1 #5 B. 7.7.2.2 7.7.2.2 1 #8 B. 2 #8 B. 9.5.4 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 1 #8 B. 1 #8 B. 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.5.4 1 #8 B. 1 #8 B. 9.5.4 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 2 #5 B. 7.7.2.2 7.7.2.2 7.5.2 7.7.2.2 7.7.2.2 5 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.5.2 5 #5 B. 8.6.1.1 8.6.1.1 8.5.2 4 #5 B. 8.6.1.1 4 #5 B. 8.5.2 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 7 #5 B. 8.5.2 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 4 #5 B. 8.5.2 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 1 #5 B. 7.6.1.1 7.6.1.1 7.6.1.1 1 #5 B. 7.7.2.2 7.7.2.2 7.6.1.1 3 #8 B. 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.5.2 5 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 3 #9 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 7 #5 B. 8.6.1.1 8.6.1.1 3 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 1 #5 B. 7.5.2 1 #5 B. 7.3.3.1 4 #11 B. 1 #11 B. 3 #11 B. 9.3.3.1 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.3.3.1 1 #5 B. 7.5.2 1 #5 B. 7.3.3.1 1 #5 B. 7.7.2.2 1 #8 B. 6 #8 B. 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.3.3.1 1 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.3.3.1 1 #8 B. 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 1 #8 B. 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 1 #5 B. 5 #5 B. 8.3.4.1/24.5.3.2 5 #5 B. 8.3.4.1/24.5.3.2 1 #5 B. 7.7.2.2 1 #5 B. 7.7.2.2 7.6.1.1 7.6.1.1 1 #5 B. 7.7.2.2 1 #5 B.7.7.2.2 2 #5 B. 7.6.1.1 7.6.1.1 7.6.1.1 7.7.2.2 1 #5 B.7.7.2.2 1 #5 B. 1 #5 B. 7.7.2.2 7.7.2.2 2 #5 B. 7.7.2.2 7.6.1.1 7.6.1.1 7.6.1.1 7.6.1.1 7.6.1.1 7.6.1.1 7.6.1.1 7.7.2.2 1 #5 B. 1 #5 B. 7.7.2.2 7.7.2.2 3 #5 B. 7.7.2.2 7.7.2.27.7.2.2 2 #5 B. 7.7.2.2 7.7.2.27.7.2.2 1 #5 B. 7.3.3.1 1 #5 B. 7.7.2.27.7.2.2 1 #5 B. 2 #5 B. 7.7.2.2 7.7.2.27.7.2.2 1 #5 B. Det/8.6.1.1 Det/8.6.1.1 8.6.1.1 8.6.1.1 2 #5 B. 1 #5 B. 1 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.3.3.1 1 #11 B. 1 #11 B. 3 #11 B. 9.3.3.1 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.3.3.1 2 #5 B. Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 1 #5 B. 3 #5 B. Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 2 #5 B. Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 Det/8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 1 #5 B. Det/8.5.2 Det/8.5.2 Det/8.5.2 Det/8.5.2 Det/8.5.2 8.5.2 Det/8.5.2 Det/8.5.2 Det/8.5.2 Det/8.5.2 Det/8.5.2 Det/8.5.2 Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Span Design Bar Controlling Criteria; Latitude DS Designs; Longitude DS Designs; DS Design Status; DS Design Bottom Bars; DS Design Controlling; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Status: Bottom Reinforcement Plan Design Status: Bottom Reinforcement Plan - 40 Appendix 7.9.1-204 1 OK with SSR (non-standard section) RSR = 0.561 (USR=1.09) 2 OK with SSR RSR = 0.585 (USR=1.06) 3 OK USR=0.991 4 OK (non-standard section) USR=0.919 5 OK USR=0.986 6 OK (non-standard section) USR=0.717 7 OK (non-standard section) USR=0.385 8 OK (non-standard section) USR=0.245 9 OK USR=0.982 10 OK (non-standard section) USR=0.671 11 OK (non-standard section) USR=0.569 12 OK USR=0.516 13 OK USR=0.933 14 OK with SSR RSR = 0.554 (USR=1.03) 15 OK (non-standard section) USR=0.731 16 OK (non-standard section) USR=0.37 17 OK (non-standard section) USR=0.525 18 OK USR=0.509 19 OK USR=0.957 20 OK with SSR RSR = 0.555 (USR=1.03) 21 OK (non-standard section) USR=0.745 22 OK (non-standard section) USR=0.418 23 OK (non-standard section) USR=0.112 24 OK (non-standard section) USR=0.266 25 OK (non-standard section) USR=0.0449 26 OK (non-standard section) USR=0.352 27 OK USR=0.402 28 OK USR=0.793 29 OK USR=0.833 30 OK (non-standard section) USR=0.651 31 OK USR=0.461 32 OK USR=0.915 33 OK USR=0.809 34 OK (non-standard section) USR=0.705 35 OK USR=0.444 36 OK with SSR RSR = 0.915 (USR=1.15) 37 OK USR=0.913 38 OK (non-standard section) USR=0.627 39 OK USR=0.458 40 OK USR=0.979 41 OK (non-standard section) USR=0.461 42 OK USR=0.956 43 OK USR=0.802 44 OK (non-standard section) USR=0.686 45 OK (non-standard section) USR=0.391 46 OK USR=0.432 47 OK (non-standard section) USR=0.232 48 OK (non-standard section) USR=0.892 49 OK (non-standard section) USR=0.765 50 OK (non-standard section) USR=0.443 Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 41 Appendix 7.9.1-205 1 OK with SSR (non-standard section) RSR = 0.561 (USR=1.09) 2 OK with SSR RSR = 0.585 (USR=1.06) 3 OK USR=0.991 4 OK (non-standard section) USR=0.919 5 OK USR=0.986 6 OK (non-standard section) USR=0.717 7 OK (non-standard section) USR=0.385 8 OK (non-standard section) USR=0.245 9 OK USR=0.982 10 OK (non-standard section) USR=0.671 11 OK (non-standard section) USR=0.569 12 OK USR=0.516 13 OK USR=0.933 14 OK with SSR RSR = 0.554 (USR=1.03) 15 OK (non-standard section) USR=0.731 16 OK (non-standard section) USR=0.37 17 OK (non-standard section) USR=0.525 18 OK USR=0.509 19 OK USR=0.957 20 OK with SSR RSR = 0.555 (USR=1.03) 21 OK (non-standard section) USR=0.745 22 OK (non-standard section) USR=0.418 23 OK (non-standard section) USR=0.112 24 OK (non-standard section) USR=0.266 25 OK (non-standard section) USR=0.0449 26 OK (non-standard section) USR=0.352 27 OK USR=0.402 28 OK USR=0.793 29 OK USR=0.833 30 OK (non-standard section) USR=0.651 31 OK USR=0.461 32 OK USR=0.915 33 OK USR=0.809 34 OK (non-standard section) USR=0.705 35 OK USR=0.444 36 OK with SSR RSR = 0.915 (USR=1.15) 37 OK USR=0.913 38 OK (non-standard section) USR=0.627 39 OK USR=0.458 40 OK USR=0.979 41 OK (non-standard section) USR=0.461 42 OK USR=0.956 43 OK USR=0.802 44 OK (non-standard section) USR=0.686 45 OK (non-standard section) USR=0.391 46 OK USR=0.432 47 OK (non-standard section) USR=0.232 48 OK (non-standard section) USR=0.892 49 OK (non-standard section) USR=0.765 50 OK (non-standard section) USR=0.443 Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:450 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 41 Appendix 7.9.1-206 Precomp.=354 (14) 6@4 Precomp.=236 (14) 5@4.75 Precomp.=286 Precomp.=349 Precomp.=219 Precomp.=277 Precomp.=-0.706 Precomp.=-1.29 Precomp.=192 Precomp.=246 Precomp.=81.1 Precomp.=145 Precomp.=157 Precomp.=219 (14) 5@4.75 Precomp.=330 Precomp.=-2.3 Precomp.=78.1 Precomp.=146 Precomp.=161 Precomp.=222 (14) 5@4.75 Precomp.=329 Precomp.=-6.16 Precomp.=-7.65 Precomp.=-17.2 Precomp.=-10.4 Precomp.=62 Precomp.=142 Precomp.=153 Precomp.=210 Precomp.=251 Precomp.=-22 Precomp.=-13.4 Precomp.=208 Precomp.=265 Precomp.=-29.9 Precomp.=-11.8 (8) 6@5.75 Precomp.=214 Precomp.=244 Precomp.=-10.3 Precomp.=-8.68 Precomp.=103 Precomp.=248 Precomp.=278 Precomp.=342 Precomp.=-3.35 Precomp.=-10.7 Precomp.=136 Precomp.=278 Precomp.=310 Precomp.=346 163 236236-25.1 -98 163 89.3 99.499.4 888863.1 37.3 60.660.6 83.883.889.3 RSR = 0.561 (USR=1.09) USR=0.874 228 229229-48.4 -49.5 228 104 105105 87.487.465.6 65.2 8787 104 RSR = 0.585 (USR=1.06) USR=0.92 215 148148-69.7 -2.69 215 USR=0.991 14099.8 99.880.2 -121 192 192 140 USR=0.919 183 72.972.9122122 232232 183 USR=0.986 137 138 138 156 156 126 126 108 108107 USR=0.717 49.1 87.687.6 77.377.353.553.5-57.2 USR=0.385 39.4 54.954.955.155.155.7 40.2 39.539.539.4 USR=0.245 225 11011074.274.2 189189 225 USR=0.982 112 113 113 126 126 146 146 133 133132 USR=0.671 78.681.681.6 120120124124129129126126 87.387.384.284.2 78.6 USR=0.569 98.7 111111113113 101101 98.7 USR=0.516 107 212212209209 104104 107 USR=0.933 243 93.593.578.578.5 228228 243 93.1 77.177.1 62.262.26161 72.872.8 88.988.9 104104 105105 93.1 RSR = 0.554 (USR=1.03) USR=0.923 92.1 9797 153 153 159 159 103 10398.6 USR=0.731 74.3 67.367.366.466.4737377.177.1 84.1 USR=0.37 8789.189.1 117117119119117117115115 87.187.184.984.9 87 USR=0.525 88.6 101101111111 98.498.4 88.6 USR=0.509 86.3 190190218218 114114 86.3 USR=0.957 218 72.372.398.198.1 244244 218 85.7 70.170.1 59.659.661.861.8 77.477.4 9393 103103 101101 85.7 RSR = 0.555 (USR=1.03) USR=0.909 102 107 107 162 162 143 143 87.9 87.983.1 USR=0.745 68.1 8989959589.989.981.481.4 60.5 USR=0.418 22.85.31 5.1 22.6 USR=0.112 33.1 22.522.541.841.844.844.8 53.453.4 60.4 USR=0.266 7.82 9.729.7210.2 7.417.177.177.15 6.87 7.82 USR=0.0449 58.958.758.7 57.257.2575778.278.278.378.3 79.979.9808074.774.7 58.9 USR=0.352 65.2 64.864.88787 87.387.3 65.2 USR=0.402 41.2 116116180180 106106 41.2 USR=0.793 104 17.317.3107107 194194 104 USR=0.833 122 124 124 142 142 57.5 57.5 39.7 39.738.1 USR=0.651 105 90.690.639.439.4 53.7 USR=0.461 186 208208158158 136136 186 USR=0.915 188 11711724.524.5 95.695.6 188 USR=0.809 30.2 32.3 32.3 56.4 56.4 154 154 129 129127 USR=0.705 79.4 48.648.670.270.2 101 USR=0.444 213 253253262262 221221 213 97.4 99.599.5 104104105105 102102 100100 95.995.9 95.295.2 97.4 RSR = 0.915 (USR=1.15) USR=0.921 214 92.692.682.382.3 203203 214 USR=0.913 133 133 133 127 127 130 130 136 136137 USR=0.627 57.5 0.4040.40447.147.1 104 USR=0.458 147 184184223223 186186 147 USR=0.979 89.4 38.638.634.534.5505054.154.1 105105 89.4 USR=0.461 146 98.398.3183183 231231 146 USR=0.956 141 48.548.5106106 199199 141 USR=0.802 149 146 146 110 110 57.8 57.8 94.3 94.397.5 USR=0.686 9.68-26.2-26.2 88.9 USR=0.391 8998.498.4 72.872.8 63.4 USR=0.432 147.817.817.717.715.525.528.868.86 50.650.6 52.8 USR=0.232 1511471478282 126126 191191194 USR=0.892 10510210245.845.8 108108 164164167 USR=0.765 98.6 98.3 98.3 57.6 57.6 40.9 40.9 81.6 81.6 81.9 USR=0.443 Design Status: PC Designs; PC Design Prestress; PC Design Sections; SSR; SSR Description; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:450 Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Status: Punching Shear Stress Plan Design Status: Punching Shear Stress Plan - 42 Appendix 7.9.1-207 (14) 6@4 First Spacing = 2.75 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR (8) 6@5.75 First Spacing = 5.75 5/8" SSR 163 236236-25.1 -98 163145 23323350.450.4 -37.4-37.4 145 Design Strip Max Fz Design Strip Max Fz 228 229229-48.4 -49.5 228215 21621621.121.1 19.719.7 215 Design Strip Max Fz Design Strip Max Fz 215 148148-69.7 -2.69 215211 131131-22.6-22.6 58.258.2 211 Design Strip Max Fz Design Strip Max Fz 14099.8 99.880.2 -121 192 192 140 -121 193 193 124 124118 155 -65.2 -74 146 146 155 153 -9.52 -9.52 -20.5 -20.5 142 142 153 Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz 183 72.972.9122122 232232 183 Design Strip Max Fz 137 138 138 156 156 126 126 108 108107 97.6 135 135 152 152 115 115 97.6 Design Strip Max Fz Design Strip Max Fz 49.1 87.687.6 77.377.353.553.5-57.2 Design Strip Max Fz 39.4 54.954.955.155.155.7 40.2 39.539.539.4 Design Strip Max Fz 225 11011074.274.2 189189 225 Design Strip Max Fz 112 113 113 126 126 146 146 133 133132 127 103 103 116 116 141 141 127 Design Strip Max Fz Design Strip Max Fz 78.681.681.6 120120124124129129126126 87.387.384.284.2 78.6 Design Strip Max Fz 98.7 111111113113 101101 98.7 Design Strip Max Fz 107 212212209209 104104 107 Design Strip Max Fz 243 93.593.578.578.5 228228 243 Design Strip Max Fz 92.1 9797 153 153 159 159 103 10398.6 104 96.1 96.1 145 145 153 153 104 Design Strip Max Fz Design Strip Max Fz 74.3 67.367.366.466.4737377.177.1 84.1 Design Strip Max Fz 8789.189.1 117117119119117117115115 87.187.184.984.9 87 Design Strip Max Fz 88.6 101101111111 98.498.4 88.6 Design Strip Max Fz 86.3 190190218218 114114 86.3 Design Strip Max Fz 218 72.372.398.198.1 244244 218 Design Strip Max Fz 102 107 107 162 162 143 143 87.9 87.983.1 85.7 109 109 157 157 134 134 85.7 Design Strip Max Fz Design Strip Max Fz 68.1 8989959589.989.981.481.4 60.5 Design Strip Max Fz 22.85.31 5.1 22.619.5 21.521.54.2 7.34 19.520 20.220.22.85 2.58 2019.8 20.120.16.856.85 6.496.49 19.8 Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz 33.1 22.522.541.841.844.844.8 53.453.4 60.4 Design Strip Max Ms 7.82 9.729.7210.2 7.417.177.177.15 6.87 7.827.38 9.639.638.93 5.56 7.387.14 9.529.528.68 5.024.724.724.964.96 7.147.88 9.519.518.3 6.68 7.88 Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz 58.958.758.7 57.257.2575778.278.278.378.3 79.979.9808074.774.7 58.967.367.267.2 66.566.566.466.464.364.363.863.863.163.162.9 63.363.763.7 64.564.565.265.265.765.7 67.365.164.864.8 61.761.761.461.455.755.754.554.552.952.952.352.853.953.9 58.658.659.459.460.960.9 65.162.96363 64.164.164.264.258.358.357.657.6 53.853.852.952.853.553.5 55.555.5575758.558.5 62.9 Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz 65.2 64.864.88787 87.387.3 65.2 Design Strip Max Fz 41.2 116116180180 106106 41.2 Design Strip Max Fz 104 17.317.3107107 194194 104 Design Strip Max Fz 122 124 124 142 142 57.5 57.5 39.7 39.738.1 26130 130 146 146 42.6 42.6 26 Design Strip Max Fz Design Strip Max Fz 105 90.690.639.439.4 53.7 Design Strip Max Fz 186 208208158158 136136 186 Design Strip Min Ms 188 11711724.524.5 95.695.6 188 Design Strip Max Fz 30.2 32.3 32.3 56.4 56.4 154 154 129 129127 138 18.1 18.1 4040 160 160 138 Design Strip Max Fz Design Strip Max Fz 79.4 48.648.670.270.2 101 Design Strip Max Fz 213 253253262262 221221 213 Design Strip Max Fz 214 92.692.682.382.3 203203 214 Design Strip Max Fz 133 133 133 127 127 130 130 136 136137 125 121 121 119 119 123 123 125 Design Strip Min Ms Design Strip Min Ms 57.5 0.4040.40447.147.1 104 Design Strip Max Ms 147 184184223223 186186 147 Design Strip Max Fz 89.4 38.638.634.534.5505054.154.1 105105 89.4 Design Strip Max Fz 146 98.398.3183183 231231 146 Design Strip Max Fz 141 48.548.5106106 199199 141 Design Strip Max Fz 149 146 146 110 110 57.8 57.8 94.3 94.397.5 73.9 138 138 110 110 45.8 45.8 73.9 Design Strip Max Mr Design Strip Max Mr 9.68-26.2-26.2 88.9 40.3 -17.4-17.4-6.23-6.23 51.4 36.6 -17.3-17.3-4.72-4.72 51.2 Design Strip Max Fz Design Strip Max Fz Design Strip Max Fz 8998.498.4 72.872.8 63.444.6 71.371.392.492.4 65.665.6 44.6 Design Strip Max Fz Design Strip Max Fz 147.817.817.717.715.525.528.868.86 50.650.6 52.8 7.97.577.576.096.099.49.4 50.850.8 52.340.6 -11-11-10.8-10.8-5.79-5.79-1.64-1.64 5050 4540.740.6 Design Strip Max Fz Design Strip Max Fz Design Strip Min Mr 1511471478282 126126 191191194173 11911968.868.8 123123 173 Design Strip Max Fz Design Strip Max Fz 10510210245.845.8 108108 164164167153 75.975.932.232.2 109109 153 Design Strip Max Fz Design Strip Max Fz 98.6 98.3 98.3 57.6 57.6 40.9 40.9 81.6 81.6 81.9 68.9 66.6 66.6 39.8 39.8 62.2 62.2 88.9 88.991.2 81.8 54.3 54.3 33.5 33.5 6161 81.8Design Strip Max Fz Design Strip Min Ms Design Strip Min Ms Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:450 Design Status - Punching Plot: (Stresses,Controlling)(Standard Sections 1-999)(Max SR Context) 3rd B_PT slab design_LEVEL 7_VE_V1.cpt - 2024-06-10 Design Status: SSR Plan Design Status: SSR Plan - 43 Appendix 7.9.1-208 3rd B_PT slab design_LEVEL 10_VE_V1.cpt 2024-06-10 RAM Concept © 2023 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 23.0.1 Appendix 7.9.1-209 Units ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................3 Signs ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................4 Materials ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5 Loadings ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................7 Load Combinations ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8 Design Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................12 Detailing Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................13 Load History ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................14 Tendon Parameters Groups ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................15 Deflection Checks ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................16 Mesh Input: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................17 SDL: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................18 LL Red: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................19 LL Unred: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................20 Long-term Deflection: Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................21 Design Strip: Latitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................22 Design Strip: Longitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................23 Design Strip: Punching Checks Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................24 Manual Latitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................25 Manual Longitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................26 User Minimum Design: Precompression Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................27 Initial Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................28 Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................29 Service Design: Top Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................30 Service Design: Bottom Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................31 Strength Design: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................32 Strength Design: Min Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................33 Strength Design: Max Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................34 Strength Design: Min Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................35 Design Status: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................36 Design Status: Top Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................37 Design Status: Bottom Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................38 Design Status: Punching Shear Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................39 Design Status: Punching Shear Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................40 Design Status: SSR Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................41 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Table of Contents Table of Contents - 2 Appendix 7.9.1-210 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/°Line Moment Spring: k/°Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³Reinforcing Area: in²Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft²Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: °F 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Units Units - 3 Appendix 7.9.1-211 Positive Loads Positive Analysis Positive Reactions 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Signs Signs - 4 Appendix 7.9.1-212 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Thermal Exp Coeff Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 5750 psi 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 3122000 4322000 8000 psi 150 150 3000 8000 3725 9754 0.2 5.556e-6 Code 2500000 3000000 Stiff 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 31220000 43220000 PT Systems System Name Strand Duct Anchor fse (ksi) Long-Term Losses (ksi) Min Radius (feet) ½" Unbonded ½" Unbonded ½" Unbonded ½" Unbonded 175 22 6 ½" Bonded ½" Bonded ½" Bonded ½" Bonded 160 22 6 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 175 22 8 0.6" Bonded 0.6" Bonded 0.6" Bonded 0.6" Bonded 160 22 8 HARPED HARPED HARPED HARPED 175 22 0 Strand Materials Strand Name Aps (in²) Eps (ksi) fpy (ksi) fpu (ksi) ½" Unbonded 0.153 28000 243 270 ½" Bonded 0.153 28000 243 270 0.6" Unbonded 0.217 28000 243 270 0.6" Bonded 0.217 28000 243 270 HARPED 0.153 28000 243 270 Duct Systems Duct Name Type Shape Material Duct Height (inches) Duct Width (inches) Max Strands Per Duct Wobble Friction (1/feet) Angular Friction (1/radians) ½" Unbonded unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 ½" Bonded bonded Flat Corrugated Plastic 1 3 4 0.001 0.2 0.6" Unbonded unbonded Round Tightly Sheathed 0.6 0.6 1 0.0014 0.07 0.6" Bonded bonded Flat Corrugated Plastic 1 4 4 0.001 0.2 HARPED unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 Anchor Systems 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Materials Materials - 5 Appendix 7.9.1-213 Anchor Systems Anchor Name Type Jacking Stress (ksi) Anchor Friction Seating Distance (inches) ½" Unbonded Monostrand 216 0 0.25 ½" Bonded Flat Multi-Plane 216 0.02 0.25 0.6" Unbonded Monostrand 216 0 0.25 0.6" Bonded Flat Multi-Plane 216 0.02 0.25 HARPED Monostrand 216 0 0.25 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi)Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Materials (2) Materials - 6 Appendix 7.9.1-214 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 SDL Dead Normal 1 1 LL Red Live (Reducible)Normal 1 0 LL Unred Live (Unreducible)Normal 1 0 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Loadings Loadings - 7 Appendix 7.9.1-215 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 SDL 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 1 0 LL Unred 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + S 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Load Combinations Load Combinations - 8 Appendix 7.9.1-216 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.5 0.5 LL Unred 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 SDL 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Load Combinations (2) Load Combinations - 9 Appendix 7.9.1-217 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Long-term Deflection 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Load Combinations (3) Load Combinations - 10 Appendix 7.9.1-218 Long-term Deflection Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 3 3 Balance Loading 3 3 SDL 3 3 LL Red 1 0 LL Unred 1 0 Short-term Deflection (1.0D + 1.0LL) Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 LL Red 1 0 LL Unred 1 0 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Load Combinations (4) Load Combinations - 11 Appendix 7.9.1-219 Code Minimum Design 318-14 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-14 Initial Service Design Service Design 318-14 Service Design Include detailed section analysis Sustained Service Design 318-14 Sustained Service Design Strength Design 318-14 Strength Design Punching Shear Design Ductility Design 318-14 Ductility Design 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Rules Design Rules - 12 Appendix 7.9.1-220 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Detailing Rules Detailing Rules - 13 Appendix 7.9.1-221 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Load History Load History - 14 Appendix 7.9.1-222 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet)Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches)Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Tendon Parameters Groups Tendon Parameters Groups - 15 Appendix 7.9.1-223 Deflection Checks Deflection Check Name Layer Diff. Layer Downward Limit (inches) Downward Limit (L/Δ) Upward Limit (inches) Upward Limit (L/Δ) Deflection Measure Appendix 7.9.1-224 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJb=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=18 d=30 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=30 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=18 d=30 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=30 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 t=20 t=28 t=20 t=28 t=20 t=20 t=28 t=20 t=28 t=20t=20 t=28 t=20 t=28 t=20 t=20 t=28 t=20 t=28 t=20 RR S S t=7 TOC=-1 two-way slab RR S S t=8 TOC=0 two-way slab RR S S t=7 TOC=-1 two-way slab RR S S t=7 TOC=-1 one-way slab RR S S t=8 TOC=0 one-way slab RR S S t=7 TOC=-1 one-way slab RR S S t=7 TOC=-1 two-way slab RR S S t=8 TOC=0 two-way slab RR S S t=7 TOC=-1 two-way slab 10 x 20 28 x 24 10 x 20 10 x 20 28 x 24 10 x 20 Mesh Input: Beams; Beam Dimensions; Slab Areas; Slab Area Thicknesses; Slab Area Elevations; Slab Area Behavior; Slab Area Orientation; Slab Openings; Slab Opening Hatching; Walls Above; Walls Below; Wall Thicknesses; Columns Above; Columns Below; Column Dimensions; Drawing Import: S-GRID; S-GRID-IDEN; Longitude Tendon Parameters: Banded Tendons; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Mesh Input: Standard Plan Mesh Input: Standard Plan - 17 Appendix 7.9.1-225 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=32 Fz=32 Fz=32 Fz=32 Fz=-20 Fz=-20 Fz=-20Fz=-20 Fz=-20Fz=-20 Fz=-20Fz=-20 Fz=-20 Fz=-20 Fz=-20Fz=-20 Fz=-20Fz=-20 Fz=-20Fz=-20 Fz=-20 Fz=-20 Fz=-20 Fz=-20 Fz=-20 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 SDL: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 SDL: All Loads Plan SDL: All Loads Plan - 18 Appendix 7.9.1-226 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=40 Fz=40 Fz=40 Fz=40 Fz=-40 Fz=-40 Fz=-40Fz=-40 Fz=-40Fz=-40 Fz=-40Fz=-40 Fz=-40 Fz=-40 Fz=-40Fz=-40 Fz=-40Fz=-40 Fz=-40Fz=-40 Fz=-40 Fz=-40 Fz=-40 Fz=-40 Fz=-40 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 LL Red: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 LL Red: All Loads Plan LL Red: All Loads Plan - 19 Appendix 7.9.1-227 Fz=100 Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 LL Unred: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 LL Unred: All Loads Plan LL Unred: All Loads Plan - 20 Appendix 7.9.1-228 0.08 0.16 0 0 0 0 0.16 0.08 0.24 0.08 0.16 0.08 0.24 0.08 0.24 0.16 0.16 0.16 0.24 0.32 0.24 0.24 0.32 0.24 0.16 0.24 0.32 0.16 0.08 0.08 0.08 0.08 0.24 0.08 0 0.08 0.16 0.16 0.16 0.08 0.08 0.08 0 0.16 0.08 0.08 0.16 0.24 0.24 0.24 0 0.08 0.08 0.24 0.08 0.32 0.08 0.24 0.16 0.16 0.32 0.32 0.16 0.24 0.24 0.24 0.16 0.24 0.16 0.08 0.24 0.08 0.32 0.40.4 0.08 0.16 0.4 -0.08 0.16 0.08 0 0.48 0.24 0.08 0.48 0.16 0.24 0.24 0.32 0.32 0.24 0.48 0.32 0.4 0.4 0.48 0.4 0.32 0.32 0.24 0.16 0.4 0.4 0.16 0.32 0.16 0.16 -0.08 0.32 0.16 0.08 0.16 0.16 0 0.08 0.16 0 0.08 0.16 0.08 0.16 0.16 0.16 0.24 0.24 0.16 0.08 0.24 0.08 0.16 0.08 0.24 0 0.08 0.08 0.08 -0.08-0.08 0.08 0 0 0 0.16 0.16 0.08 0.16 0.16 0.16 0.08 0.16 0.16 0.08 0.08 0.16 0.08 0.24 0.08 0.16 0 0.08 0.08 0.24 0.16 0.32 0.16 0.48 0.16 0.24 0.4 0.32 0.32 0.24 0.16 0.32 0.16 0.24 0.08 0.4 0.08 0.24 0.24 0.16 0.16 0 0.08 0.16 0.08 0.08 0.08 0.16 0.08 Long-term Deflection: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Long-term Deflection - Vertical Deflection Plot (Maximum Values) -0.16 -0.08 0 0.08 0.16 0.24 0.32 0.4 0.48 Min Value = -0.1645 inches @ (177.4,185.6) Max Value = 0.6058 inches @ (163.3,117.9) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Long-term Deflection: Max Deflection Plan Long-term Deflection: Max Deflection Plan - 21 Appendix 7.9.1-229 1-1 End 1 End 2 1-2 End 1 End 2 1-3 End 1 End 2 2-1 End 1 End 2 2-2 End 1 End 2 2-3 End 1 End 2 3-1 End 1 End 2 3-2 End 1 End 2 3-3 End 1 End 2 3-4 End 1 End 2 3-5 End 1 End 2 3-6 End 1 End 2 4-1 End 1 End 2 4-2 End 1 End 2 4-3 End 1 End 2 4-4 End 1 End 2 4-5 End 1 End 2 4-6 End 1 End 2 5-1 End 1 End 2 5-2 End 1 End 2 5-3 End 1 End 2 6-1 End 1 End 2 6-2 End 1 End 2 7-1 End 1 End 2 7-2 End 1 End 2 8-1 End 1 End 2 8-2 End 1 End 2 9-1 End 1 End 2 10-1 End 1 End 2 11-1 End 1 End 2 12-1 End 1 End 2 13-1 End 1 End 2 13-2 End 1 End 2 13-3 End 1 End 2 14-1 End 1 End 2 14-2 End 1 End 2 14-3 End 1 End 2 15-1 End 1 End 2 15-2 End 1 End 2 15-3 End 1 End 2 15-4 End 1 End 2 15-5 End 1 End 2 15-6 End 1 End 2 15-7 End 1 End 2 16-1 End 1 End 2 16-2 End 1 End 2 16-3 End 1 End 2 16-4 End 1 End 2 16-5 End 1 End 2 16-6 End 1 End 2 16-7 End 1 End 2 17-1 End 1 End 2 17-2 End 1 End 2 17-3 End 1 End 2 18-1 End 1 End 2 19-1 End 1 End 2 19-2 End 1 End 2 19-3 End 1 End 2 20-1 End 1 End 2 20-2 End 1 End 2 20-3 End 1 End 2 Design Strip: Latitude Span Boundaries; Latitude SSs; SS Numbers; SS Ends; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; Latitude Deflection Checks; User Notes; Mesh Input: Beams; Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 22 Appendix 7.9.1-230 21-1 End 1 End 2 21-2 End 1 End 2 21-3 End 1 End 2 21-4 End 1 End 2 21-5 End 1 End 2 22-1 End 1 End 2 22-2 End 1 End 2 22-3 End 1 End 2 22-4 End 1 End 2 22-5 End 1 End 2 23-1 End 1 End 2 23-2 End 1 End 2 23-3 End 1 End 2 23-4 End 1 End 2 23-5 End 1 End 2 24-1 End 1 End 2 25-1 End 1 End 2 26-1 End 1 End 2 26-2 End 1 End 2 26-3 End 1 End 2 26-4 End 1 End 2 26-5 End 1 End 2 27-1 End 1 End 2 27-2 End 1 End 2 27-3 End 1 End 2 27-4 End 1 End 2 27-5 End 1 End 2 28-1 End 1 End 2 28-2 End 1 End 2 28-3 End 1 End 2 28-4 End 1 End 2 28-5 End 1 End 2 29-1 End 1 End 2 29-2 End 1 End 2 29-3 End 1 End 2 29-4 End 1 End 2 29-5 End 1 End 2 30-1 End 1 End 2 30-2 End 1 End 2 30-3 End 1 End 2 30-4 End 1 End 2 30-5 End 1 End 2 31-1 End 1 End 2 32-1 End 1 End 2 33-1 End 1 End 2 33-2 End 1 End 2 33-3 End 1 End 2 33-4 End 1 End 2 33-5 End 1 End 2 34-1 End 1 End 2 34-2 End 1 End 2 34-3 End 1 End 2 34-4 End 1 End 2 34-5 End 1 End 2 35-1 End 1 End 2 35-2 End 1 End 2 35-3 End 1 End 2 35-4 End 1 End 2 35-5 End 1 End 2 Design Strip: Longitude Span Boundaries; Longitude SSs; SS Numbers; SS Ends; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; Longitude Deflection Checks; Mesh Input: Beams; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Design Strip - Envelope Plot: (Bending)(Context: ) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 23 Appendix 7.9.1-231 #1 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #2 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #3 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #4 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #5 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #6 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #7 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #8 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #9 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #10 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #11 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #12 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #13 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #14 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #15 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #16 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #17 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #18 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #19 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #20 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #21 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #22 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #23 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #24 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #25 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #26 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #27 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #28 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #29 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #30 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #31 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #32 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #33 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #34 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #35 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #36 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Design Strip: Punching Checks; Punching Check Numbers; Punching Check Criteria; Punching Check Sections; User Notes; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 24 Appendix 7.9.1-232 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 7 7 7 7 7 7 7 7 7 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 3.5 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 3.5 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 4 4 4 4 4 4 4 4 4 3.5 4 4 4 3.5 3.5 4 4 4 4 4 4 4 4 4 4 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 4 4 4 4 4 4 4 4 3.5 4 4 4 4 4 4 4 4 4 4 4 3.5 4 4 4 4 4 4 4 3.5 4 3.5 4 4 4 4 4 4 4 4 4 3.5 4 4 4 4 4 4 4 3.5 4 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 5.5 5.5 5.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5.5 5.5 5.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 3.5 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 3.5 3.5 3.5 5.5 5.5 7 7 7 7 7 7 7 7 7 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.1S F=56.2 1.8S F=48.2 2.3S F=61.6 2.2S F=58.9 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.2S F=58.9 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.2S F=58.9 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.2S F=58.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 2.3S F=61.6 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.1S F=56.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 2.3S F=61.6 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.3S F=61.6 2.1S F=56.2 2.3S F=61.6 2.5S F=66.9 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 Manual Latitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; Mesh Input: Beams; Walls Above; Walls Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: SSS Balance Percentages; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Jack Region; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Manual Latitude Tendon: Standard Plan Manual Latitude Tendon: Standard Plan - 25 Appendix 7.9.1-233 3.5 6 1.75 7 1.75 6 5 5 3.5 3.5 6 1.75 7 1 6 5 5 3.5 4 4 4 3.5 7 5 6 3.5 1 4 4 1 7 5 6 3.5 4 3.5 4 4 3.5 6 1.75 6.5 1.5 6.5 5 6 3.5 3.5 6 1.75 6.5 1.5 6.5 5 6 3.5 3.5 6 1.75 7 1 6 5 6 3.5 4 4 4 3.5 6 5 6 3.5 1 4 4 1 7 5 6 3.5 4 4 3.5 4 3.5 6 1.75 7 1 7 5 5 3.5 3.5 6 1.75 7 1.75 6.5 5 5 3.5 15S F=402 15S F=402 15S F=402 15S F=402 15S F=402 15S F=402 15S F=402 15S F=402 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 10S F=268 10S F=268 10S F=268 10S F=268 18S F=482 18S F=482 18S F=482 18S F=482 8S F=214 8S F=214 18S F=482 18S F=482 18S F=482 18S F=482 10S F=268 10S F=268 10S F=268 10S F=268 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 7S F=187 7S F=187 7S F=187 7S F=187 18S F=482 18S F=482 18S F=482 18S F=482 11S F=295 8S F=214 18S F=482 18S F=482 18S F=482 18S F=482 10S F=268 10S F=268 10S F=268 10S F=268 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 Manual Longitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; Mesh Input: Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: SSS Balance Percentages; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 26 Appendix 7.9.1-234 349 349315 315 315 315 315 316 316276 276 276 276 276 276 276 276 276 307 307268 268 268 268 268 268 268 261 261 268 268 268 268 357 357327 327 327 327 327 327 327 327 328 328 327 140 140 140 160 160 349 349 349 349 310 310 310 310 310 310 310 310 310 310 310 310 310 310 326 326 326 326 326 326 326 326 326 326 293 293 293 293 293 293293 293 268 268 268 268 268 268 268 268 268 268 261 261 268 268 268 268 268268 268 268307 307 327 327 327 327 327 327 327 327 327 327 327 327 335335 327 327 327 327 327 357 357 116 116 165 165 237 237 327 326 326 326 326362 362362 362 276 276 276 276 276 276 276 276 276 276 276 276 276 276276 276 276316 316 373 373 344 344 344 344 344 344 344 344 373 373 329 265 254 254 254 256 256 256 256293 293 197 212188 185 185 185 185 149 149 179 178 179 178 178 178 178204 204 197 197 173 173 173 173 173 173 173 137 137 137 137 137 137 137 137 174 174 179202 190 327 273 267 267 267 267 267 267 267 267 267 268 269 269 269307 307 317 317 277 277 277 277 277 277 277 277317 317 292 245 242 242 242 244 244 244 244279 279 304 336 294 262 262 165 165 164 246 245 245 245 245 244 244279 279 223 223 178 178 178 178 178 178 178 178 178 179 178 179 184 185 185 185 148 148 148 148 148 148 191220 206 298 245 238 238 238 240 240 240 240310 310 356 356 327 327 327 327 327 327 327 327356 356 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 User Minimum Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 User Minimum Design - Section Analysis Plot: (Precompression)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 User Minimum Design: Precompression Plan User Minimum Design: Precompression Plan - 27 Appendix 7.9.1-235 1C-1 OK 1C-2 OK 1C-3 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3C-5 OK 3C-6 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5R-2 OK 5C-3 OK 6L-1 OK 6C-1 OK 6R-1 OK 6L-2 OK 6C-2 OK 6R-2 OK 7C-1 OK 7C-2 OK 8C-1 OK 8C-2 OK 9L-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12L-1 OK 12C-1 OK 12R-1 OK 13C-1 OK 13C-2 OK 13C-3 OK 14C-1 OK 14C-2 OK 14C-3 OK 15C-1 OK 15C-2 OK 15C-3 OK 15C-4 OK 15C-5 OK 15C-6 OK 15C-7 OK 16C-1 OK 16C-2 OK 16C-3 OK 16C-4 OK 16C-5 OK 16C-6 OK 16C-7 OK 17C-1 OK 17C-2 OK 17R-2 OK 17C-3 OK 18L-1 OK 18C-1 OK 18R-1 OK 19C-1 OK 19C-2 OK 19C-3 OK 20C-1 OK 20C-2 OK 20C-3 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 22C-1 OK 22C-2 OK 22C-3 OK 22C-4 OK 22C-5 OK 23C-1 OK 23C-2 OK 23C-3 OK 23C-4 OK 23C-5 OK 24L-1 OK 24C-1 OK 24R-1 OK 25C-1 OK 25R-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 26C-4 OK 26C-5OK 27C-1 OK 27C-2 OK 27C-3 OK 27C-4 OK 27C-5 OK 28C-1 OK 28C-2 OK 28C-3 OK 28C-4 OK 28C-5 OK 29C-1 OK 29C-2 OK 29C-3 OK 29C-4 OK 29C-5 OK 30C-1 OK 30C-2 OK 30C-3 OK 30C-4 OK 30C-5 OK 31L-1 OK 31C-1 OK 31R-1 OK 32L-1 OK 32C-1 OK 32R-1 OK 33C-1 OK 33C-2 OK 33C-3 OK 33C-4 OK 33C-5OK 34C-1 OK 34C-2 OK 34C-3 OK 34C-4 OK 34C-5 OK 35C-1 OK 35C-2 OK 35C-3 OK 35C-4 OK 35C-5 OK Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Initial Service Design: Status Plan Initial Service Design: Status Plan - 28 Appendix 7.9.1-236 1C-1 OK 1C-2 OK 1C-3 Failed: 8.3.4.1/24.5.2.1 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3C-5 OK 3C-6 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5R-2 OK 5C-3 OK 6L-1 OK 6C-1 OK 6R-1 OK 6L-2 OK 6C-2 OK 6R-2 OK 7C-1 OK 7C-2 OK 8C-1 OK 8C-2 OK 9L-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12L-1 OK 12C-1 OK 12R-1 OK 13C-1 OK 13C-2 OK 13C-3 OK 14C-1 OK 14C-2 OK 14C-3 OK 15C-1 OK 15C-2 OK 15C-3 OK 15C-4 OK 15C-5 OK 15C-6 OK 15C-7 OK 16C-1 OK 16C-2 OK 16C-3 OK 16C-4 OK 16C-5 OK 16C-6 OK 16C-7 OK 17C-1 OK 17C-2 OK 17R-2 OK 17C-3 OK 18L-1 OK 18C-1 OK 18R-1 OK 19C-1 OK 19C-2 OK 19C-3 OK 20C-1 OK 20C-2 OK 20C-3 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 22C-1 OK 22C-2 OK 22C-3 OK 22C-4 OK 22C-5 OK 23C-1 OK 23C-2 OK 23C-3 OK 23C-4 OK 23C-5 OK 24L-1 OK 24C-1 OK 24R-1 OK 25C-1 OK 25R-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 26C-4 OK 26C-5OK 27C-1 OK 27C-2 OK 27C-3 OK 27C-4 OK 27C-5 OK 28C-1 OK 28C-2 OK 28C-3 OK 28C-4 OK 28C-5 OK 29C-1 OK 29C-2 OK 29C-3 OK 29C-4 OK 29C-5 OK 30C-1 OK 30C-2 OK 30C-3 OK 30C-4 OK 30C-5 OK 31L-1 OK 31C-1 OK 31R-1 OK 32L-1 OK 32C-1 OK 32R-1 OK 33C-1 OK 33C-2 OK 33C-3 OK 33C-4 OK 33C-5OK 34C-1 OK 34C-2 OK 34C-3 OK 34C-4 OK 34C-5 OK 35C-1 OK 35C-2 OK 35C-3 OK 35C-4 OK 35C-5 OK Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Service Design: Status Plan Service Design: Status Plan - 29 Appendix 7.9.1-237 -332-322-328 -105 -168 -220 -99.7 -39.3 -401 456 -301 -31.6 -84.6 -156 -76.5 0.126 -375 185 -299 -42.3 -98.9 -164 -74.3 14.8 -288 -242 -245 61.2 68.4 -203 -153 -162 134 179 -204 300 408 -305 -326-311-314 -133 -184 -274 -70.2 166 -279 267 259 -213 292 380 -237 381 452 -385 18.4 -64.2 -25.1 67.7 -6.53 29.9 0 0 30.4 -13.2 93.5 -19.2 -52.4 -9.1 -75.8 -72.6 -77.2 13.8 -12.5 -68.7 16.8 -10.4 655 -7.88 853 86.1 176 453 -259 -104 -109 258 378 -298 315 -204 -73.5 -83 238 387 -249 18.9 -1.06 12.7 -18.5 -72.1-28.1 61 12.742.5 0.323 -28.6-5.67 51.6 25.942.1 75.8 47.670.8 -42.4 -73.4-42 -46.4-54-30.2-68 -48.3 -76.8-53.4 -79.4 -104-82.5 -128-127-129-129-131 -73.8 -117-79.8 -294 404 243 -78.8 -72.2 -224 91 -34.1 -98.3 35 -234 407 252 -45.7 -39.8 -205 102 1.98 -68.4 22.3 -311 386 244 -247 128 2.01 -39.4 -20.8 -47.3 -29.3 106 -253 113 74.8 -244 -242 -265 25 -32.8 -196 -53.1 -23.5 -304 -386 432 306 -305 211 -80 -136 -90.3 -130 -91.8 207 -321 294 258 -217 -199 -255 168 -28.3 -296 -98 -96.7 -328 214 -23.6 -3.33 -13.6 -28.9 0.56 -25.1 110 0 0 -32.1 -181 -138 0 0 -8.12 -203 -94.7-135 1080 0 0 439 -385 50 -107 -179 -170 -261 -143 -96.5 -337-337 183 -366 -9.45 -66.7 -198 -45 -20 -303 -364 -485 -383 222 -339 399 371 -193 -185 -307 324 35.2 -382 -105 -201 -354-341-361-322 -324 -92.5 296 -301 314 271 -279 222 14 -255 -13.6 -40.3 -285-255 -188 138 99.4 -92.4 -66.9 -81.8 -8.37 -25 52.9 412 -315 123 -3.3 -154 -9.31 -36 -194-177 -1.06 81.9 0.0435 162 470 -253 324 857 -179-174 -207 368 380 -103 250 -27 -56.7 -54.5 -67.4 14.4 -172 -190 -34.3 -5.6 -153 -2.4 129 -320 324 -15.8 -62.1 -25.5 -75.4 -14.2 -39.4 41 -8.23 99 138 -176 -265-311-294 -312-154 107 -328 172 144 -302 75.9 -73 -133 -133 -259 -143 -241 -394-308-311-265 -264-316-310-352-204 70.4 -349 145 126 -307 64.3 -90.5 -276 -158 -260 -417-322-322-275 -244-282-242 -243-94.3 107 -282 117 62.3 -285 35 -98.9 -256 -125 -211 -353-283-284-242 -277-283-265 -278 -106 69.8 -232 26.1 -125 268 -284 14.1 -74.9 -258 -100 -195 -336-275-281-242 11.1 -28.6 -61.1 143 408 -86.2 -42.8 -156 268 836 -173 358 400 -201 364 308 -227 437 321 -71.2-66.5 -94.6 -56 -193 -217 -197 -203 -68.4 -17.8 -163 5.42 139 -305 412 152 -70.8 -35.5 -43.6 11.5 -14.8 164 157 -184 -283 -74.3 327 -306 326 267 -250 185 -26.9 -226 -33.9 -50.6 -296-268 -339 -334 -434 -314 260 -341 434 393 -190 -181 -291 303 6.58 -354 -118 -185 -348-307 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 Service Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: Longitude SSs; Longitude Deflection Checks; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Service Design: Top Stress Plan Service Design: Top Stress Plan - 30 Appendix 7.9.1-238 -333-335 -254-327 -307 -281 -350 -316 -332 -12 -647 -304 -314-274-335 -321 -255 -335 -356 -102 -602 -301 -311-261 -339 -289 -229 -282 -291 -155 -160 -123 -200 -197 -324 -315 -185 -188 -132 -280 -306 -5.7 -370 -460 189 -328-328-335-277-335 -295 -274 -342 -386 -26 -412 -393 -26.6 -392 -435 66.4 -447 -541 167 -174 -60.9 -6.07 38 -164 0 0 -82.5 -17.3 -38.2 239 302 220 124 263 233 23.5 175 92.7 205 -235342 -330 438 506 113 -444 49.6 -345 -423 184 -303 7.49 -288 -390 221 477 511486 488 693 413 603 677642 522 549528 557 619567 522 561528 464455518 408 450485 252 648 467 496470 592 600591 515 419508 375 458 381 216 -401 -283 13.7 -164 -156 -162 -129 -222 235 -378 -268 24.4 -151 -133 -106 -164 189 -450 -337 1.36 -257 -211 -167 -214 -278 -71.5 -355 -339 -132 -310 -310 -148 -304 -335-266-311 -303 168 -522 -409 43.6 -360 -259 -305 -271 -397 12.8 -458 -440 25 -413 -388 -194 -341 -342-283-336 -329 -58.1 -0.142-50.4 -27.3 -102 59.7 27.7 0 0 -196 -175 -184 -183 0 0 409 564 443 560 -502 0 0 -661 -29.8 -395 -313 -203 -312 -319-263 -350-335 -600 -121 -372 -353 -171 -328 -338-279-316 -304 -373 -131 -149 -92.3 -309 -245 -279 -26.5 -310 -263 -340 -306 -233 -286 -28.9 -287 -273 -370 -405 -158 -384 -326-274 -369-332 -326 -196-252 -435 91.7 -399 -322 42.6 -354 -350 -99.5 -354 -334-262-294 -263 -181 -317-248-321 -244 -18.8 -92.9 -92.2 -157 -485 91.7 -319 -257 -76.4 -248 -195-142-205 -182 61.6 -133 -552 524 -506 -383 83.2 32.5 114 53 56.4 -234 -500 510 -527 47.450.4 -112 -177 -194 -134 -187 -241 -73.2 -265 -335 75 -527 -216 -20.1 -95.2 -70.4 -254 -332-241-312 -172 -280-324 -194-243 -455 0.477 -459 -381 -31.8 -380 -329 -160 -293 -171-99.1 -291-274 -272-307 -165-210 -435 -17.9 -457 -390 -53.3 -383 -335 -164 -297 -171-101 -300-283 -253-290 -212-257 -414 22 -403 -301 -77.6 -330 -320 -140 -273 -151-89.3 -264-250 -275-280-261 -295-264-343 -295 -110 -117 -112 -116 -88.8 -108 -87.7 -161 -506 -26.2 -300 -305 -121 -287 -162-101 -266-250 -3.94 72.7 -89 -241 -517 452 -527 -354 115 91.3 108 -307 -181 84.7 80.184.3 -293 -421 296 237 243 -526 -138 -3.26 -19.6 2.58 -14.7 10.7 -1.17 -199 -216 -130 -173 -245 -71.5 -268 -338 85.7 -487 -284 -53.6 -85.7 -68.4 -218 -334-237 -289 -180 -278 -181-223 -456 111 -421 -322 32.6 -309 -289 -115 -322 -313-259-308 -278 -335 -148 -167 -133 -348 -260 -275 8.82 -301 -269 -364 -326 -233 -274 -14.3 -271 -240 -335 -357 -170 -352 -318-269 -355-316 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 152 152 455 455 455 152 152 455 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455 455 455 152 152 455 455455 152 152 152 152455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 31 Appendix 7.9.1-239 0.308 -29.7-29.5-44.3 -56.7 -45.9 -141 -141 217 -67.9 -0.218 -48.3-47.6-60 -76.4 -43.3 -155 -161 290 -111 0.284 -32.9-32.5-46.8 -50.7 -30.8 -106 -106 207 -118 -109 166 -112 -126 221 -169 -195 127 0.023 -32.5 -38.9 -35.9 -82.5 -86.4 133 -94.6 -93.3 130 -95.2 -102 150 -119 -134 80.5 -65.1 74.7 0.598 21.3 -13.5 0 0 63.6 -58.2 14.4 20.6 13.3 5.61 13.7 10.5 1.57 15 5.73 10.9 -17.9 17.2 -14.9 2.81 2.96 -0.113 0 0 -38.6 260 -190 -211 121 -74 339 -231 -267 174 77.4 82.878.8 11.6 16.89.87 33.2 38.935.9 89.4 95.590.3 12 13.612.3 76.8 84.577.8 37.937.442.833.4 10.811.55.9415.4 82 8882.6 33.9 34.433.8 13.8 11.313.7 33.8 41.734.4 126 -199 -170 199 -95.4 -95.8 5.2 -5.7 172 -256 -217 280 -92.3 -90.1 13.3 -37.5 128 -192 -162 213 -49.5 -47 2.1 -69.5 -71.9 179 -117 -121 204 -110 -115 -5.29 -53.5 -44.7-32.8-34.1 0.647 80.3 -132 -114 140 -51.6 -41.1 -11 -52.3 -66.6 140 -100 -96.8 98.6 -90 -91.4 -19.4 -44.4 -35.8-25.9-26.1 0.185 -51.9 83.1 -1.44 19.5 -0.0858 0 0 51.7 -51.1 0 0 36.2 58.7 44.462.7 -42.8 0 0 -69.2 216 -168 -150 -16.3 -56.6 -39.6-31.6-32.2 0.808 -113 279 -163 -161 -6.55 -76.2 -59.6-48.3-49.6 0.261 0.0772 -32.7 -56.5 142 -98.3 -94.5 138 -66.3 -76 -8.3 -39.7 -29.8 -0.123 0.573 -35.4 -34.5-56.7 -102 199 -136 -118 228 -81 -88.8 2.99 -56.4 -44.4 0.0649 0.974 -15.8 -10.8-19.6 -13.3 20 -1.04 -0.298 -3.18 3.47 -60.5 246 -137 -126 -8.54 -94.7 -68.2 -0.174 0 0 1.15 -0.688 0.124 -1.8 -34.1 56 -31.5 -8.74 6.21 -3.42 -35.8 65.2 -37.8 0 0 0.757 -0.132 -0.12 -0.0986 -67.4 -94.9 -6.12 -128 -144 249 -57.3 3.08 -4.46 16.2 2.63 6.51 -14 -21.1-10.3 -16.8 1.07 -0.964 -87.7 -158 259 -187 -160 279 -167 -157 -36.8 -126 -72.2 -0.132 -0.377 -76.8 -145 261 -177 -156 274 -163 -154 -36.1 -125 -70.5 -0.22 -0.419 -64.1 -103 165 -134 -106 197 -77.3 -82.6 -15.5 -81.9 -43.3 -0.0731 0.339 0.851 -0.884 0.275 -0.558 -10.6 6.21 0.674 0.951 -4.64 6.66 -22.5 194 -79.3 -87.1 -14.7 -86.1 -46.5 -0.114 0 0 -0.123 2.65 0 0 0.0202 -2.68 -29.3 45.8 -29.8 -7.7 5.82 -3.97 -3.82 5.85 -3.94 -29.2 39.2 36.7 37.2 -31.3 -3.15 1.921.61 2.32 0 0 -0.113 -62.3 -94.2 -7.19 -128 -144 244 -61.1 -6.75 10.1 2.49 6.03 -18.6 -20.6-11.4 -14.9 0.903 0.92 -36.3 -34.7-54.9 -113 205 -144 -121 228 -114 -115 -3.79 -54.4 -46.1 -0.0935 0.441 -39.6 -65.9 162 -107 -104 154 -83.7 -92.6 -11.6 -40.1 -30.7 0.00732 Strength Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: Latitude SSs; Latitude SSSs; Latitude Deflection Checks; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Max Moment) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Strength Design: Max Bending Moment Plan Strength Design: Max Bending Moment Plan - 32 Appendix 7.9.1-240 1-1 End 1 End 2 1-2 End 1 End 2 1-3 End 1 End 2 2-1 End 1 End 2 2-2 End 1 End 2 2-3 End 1 End 2 3-1 End 1 End 2 3-2 End 1 End 2 3-3 End 1 End 2 3-4 End 1 End 2 3-5 End 1 End 2 3-6 End 1 End 2 4-1 End 1 End 2 4-2 End 1 End 2 4-3 End 1 End 2 4-4 End 1 End 2 4-5 End 1 End 2 4-6 End 1 End 2 5-1 End 1 End 2 5-2 End 1 End 2 5-3 End 1 End 2 6-1 End 1 End 2 6-2 End 1 End 2 7-1 End 1 End 2 7-2 End 1 End 2 8-1 End 1 End 2 8-2 End 1 End 2 9-1 End 1 End 2 10-1 End 1 End 2 11-1 End 1 End 2 12-1 End 1 End 2 13-1 End 1 End 2 13-2 End 1 End 2 13-3 End 1 End 2 14-1 End 1 End 2 14-2 End 1 End 2 14-3 End 1 End 2 15-1 End 1 End 2 15-2 End 1 End 2 15-3 End 1 End 2 15-4 End 1 End 2 15-5 End 1 End 2 15-6 End 1 End 2 15-7 End 1 End 2 16-1 End 1 End 2 16-2 End 1 End 2 16-3 End 1 End 2 16-4 End 1 End 2 16-5 End 1 End 2 16-6 End 1 End 2 16-7 End 1 End 2 17-1 End 1 End 2 17-2 End 1 End 2 17-3 End 1 End 2 18-1 End 1 End 2 19-1 End 1 End 2 19-2 End 1 End 2 19-3 End 1 End 2 20-1 End 1 End 2 20-2 End 1 End 2 20-3 End 1 End 2 21-1 End 1 End 2 21-2 End 1 End 2 21-3 End 1 End 2 21-4 End 1 End 2 21-5 End 1 End 2 22-1 End 1 End 2 22-2 End 1 End 2 22-3 End 1 End 2 22-4 End 1 End 2 22-5 End 1 End 2 23-1 End 1 End 2 23-2 End 1 End 2 23-3 End 1 End 2 23-4 End 1 End 2 23-5 End 1 End 2 24-1 End 1 End 2 25-1 End 1 End 2 26-1 End 1 End 2 26-2 End 1 End 2 26-3 End 1 End 2 26-4 End 1 End 2 26-5 End 1 End 2 27-1 End 1 End 2 27-2 End 1 End 2 27-3 End 1 End 2 27-4 End 1 End 2 27-5 End 1 End 2 28-1 End 1 End 2 28-2 End 1 End 2 28-3 End 1 End 2 28-4 End 1 End 2 28-5 End 1 End 2 29-1 End 1 End 2 29-2 End 1 End 2 29-3 End 1 End 2 29-4 End 1 End 2 29-5 End 1 End 2 30-1 End 1 End 2 30-2 End 1 End 2 30-3 End 1 End 2 30-4 End 1 End 2 30-5 End 1 End 2 31-1 End 1 End 2 32-1 End 1 End 2 33-1 End 1 End 2 33-2 End 1 End 2 33-3 End 1 End 2 33-4 End 1 End 2 33-5 End 1 End 2 34-1 End 1 End 2 34-2 End 1 End 2 34-3 End 1 End 2 34-4 End 1 End 2 34-5 End 1 End 2 35-1 End 1 End 2 35-2 End 1 End 2 35-3 End 1 End 2 35-4 End 1 End 2 35-5 End 1 End 2 -1.3 -128 -114 -93.9 -226 -255 135 -239 -1.77 -173 -159 -125 -265 -322 163 -337 -1.47 -125 -109 -85.1 -192 -242 108 -252 -231 87.7 -237 -270 110 -321 -348 17.4 -1.02 -79.9 -71.3 -53 -134 -191 70.1 -206 -204 64.5 -207 -224 73.7 -245 -249 15.6 -131 39.1 -31.2 -8.55 -47.5 0 0 35.9 -115 5.5 7.44 4.67 3.96 4.91 2.35 1.01 5.29 1.08 4.51 -46.6 6.02 -40.1 0.923 -0.436 0 0 -225 169 -341 -370 14.9 -324 197 -430 -486 13.5 8.14 11.29.1 1.69 3 1.61 5.52 7.966.64 8.05 11.38.97 1.27 1.821.45 6.35 10.37.07 6.33 8.465.85 1.812.11.162.73 10.9 14.811.7 7.58 8.667.8 2.62.55 2.66 5.65 8.436.08 17.1 -359 -319 103 -219 -157 -26.5 -66 14.9 -477 -418 142 -256 -182 -41.5 -114 18.5 -341 -304 117 -169 -111 -49 -120 -171 107 -241 -256 105 -242 -206 -75.8 -126 -132 -1.31 16.2 -245 -228 76.6 -153 -87.2 -41.7 -98.6 -168 77.3 -211 -205 50.5 -190 -143 -50.6 -89.1 -90 -0.897 -130 52.7 -28.4 0.393 -32.8 0 0 28.9 -91.7 0 0 9.12 22.3 19.52012.714.1 -128 0 0 -243 135 -295 -234 -81.5 -127 -136 -1.31 -332 157 -319 -276 -111 -180 -181 -1.53 -1.18 -88.7 -192 53.4 -250 -246 50.9 -204 -140 -39.1 -82.2 -70.5 -1.12 -1.09 -133 -254 91.6 -301 -295 110 -244 -160 -46.5 -111 -106 -1.61 -0.141 -46 -38.7-61.9 -50.9 -6.54 -11.9 -11.8 -26.2 -24.4 -40.9 -238 145 -254 -193 -69.3 -157 -150 -1.58 0 0 0.456 -1.99 -1.26 -6.16 -86.4 20.2 -98.1 -23.6 2.41 -13.2 -99.3 21.3 -134 0 0 0.213 -1.33 -1.65 -152 -159 -69.7 -197 -260 146 -234 -42.5 -26.4 -26.7 -14.8 -17.1 -16.9 -20.7 -14.6 -28.1 -21.5 -56.5 -67.9-42.3 -48.4 -0.683 -3.14 -184 -297 147 -350 -353 150 -320 -240 -103 -189 -156 -2.54 -2.03 -168 -287 144 -346 -349 147 -317 -235 -99.2 -184 -152 -2.27 -1.45 -131 -193 97.3 -237 -239 110 -190 -134 -56.7 -123 -105 -1.66 -0.412 -12.5 -11.1-17.1 -19.9 2.02 -15.2 -4.83 -11 -175 125 -162 -127 -51.3 -128 -108 -1.66 0 0 -0.3810.839 0 0 -10.4 -79.8 14.2 -100 -21.5 1.7 1.65 1.99 -12.8 -10.6 2.04 -12.8 -80.5 8.35 5.25 10.7 -89.5 -9.47 0.51 0.21 0.853 0 0 -1.75 -137 -153 -66.3 -197 -260 145 -235 -61.6 -12.7 -16 -14.6 -24.4 -20 -67.2 -63.9-37.3 -42.8 -0.554 -0.956 -136 -264 96.5 -311 -302 106 -277 -187 -48.8 -105 -101 -1.81 -0.754 -103 -215 59.3 -279 -273 52.9 -238 -166 -42.6 -84.5 -74.4 -1.48 Strength Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: Latitude Span Boundaries; Longitude Span Boundaries; Latitude SSs; Longitude SSs; SS Numbers; SS Ends; Latitude DSs; DS Numbers; Latitude Strip Boundaries; Latitude SSSs; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Min Moment) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Strength Design: Min Bending Moment Plan Strength Design: Min Bending Moment Plan - 33 Appendix 7.9.1-241 6.666.66 24.724.7 50.148.6 9.25 7.8 43.2 -26.7 -27.8 73.3 9.559.55 37.137.1 66.865.8 10.8 9.76 55.7 -28 -42 87.8 6.75 27.627.6 48.7 6.83 41.1 -18.6 -28.9 64.6 -16.8 -27.7 57.2 -21.4 -29.2 76.9 -19 -29.4 -8.51 4.584.56 29.227.3 3.29 26.9 -10.5 -21.2 50.2 -9.34 -21.1 49.3 -12.8 -21.7 54.2 -11.9 -19.5 -6.04 -16 -16.5 -1.48 6.85 28 0 0 13.5 29.4 -0.96 2.85 -0.287 1.78 -1.61 3.94 1.92 13.1 3.11 9.298.41 10.7 0.25 1.64 0 0 -25.4 -29.8 75.6 -23.9 -30.5 -9.16 -34 -36.8 96.1 -30.3 -39.6 -11.2 -1.85-1.85 3.43 -0.322 0.6190.419 -1.13-1.22 2.032.03 -1.44 3.97 -0.167 0.515 -1.65-1.66 3.823.73 -0.821 2.091.78 -0.18 0.67 -1.64 3.513.46 -0.742 1.83 -0.308-0.318 0.621 -0.851-0.891 1.971.83 17.8 71.6 -15.8 -33.5 66.7 -18.5 23.2 23 92.7 -26.7 -44.4 83.1 -17.6 -17.7 36.3 17 72.4 -19.1 -34.4 60.3 -8.7 30.7 -14.9 -24.8 58.7 -21.2 -30.7 69.4 -11.7 39 -12.5-12.5-9.4 -9.4 -2.98 12.2 46.8 -7.5 -23.2 51 -4.41 -4.48 22.5 -8.63 -19.8 50.7 -11.2 -20.3 50.3 -8.06 -9.93 22.3 -6.3-7.08-7.08-7.08 -2.29 -20.4 0.0719 -9.97 14.7 0 0 9.21 21.5 20 21.9 0 0 -4.47 22.311.1 34.4 0 0 -27.9 -28.7 75.9 -17.4 35.1 -2.97-6.01 -3.09-3.12 -35.3 -38.1 91.5 -16.6 52.2 -16.1-16.1-14.3-14.3 -4.32 3.89 3.89 23.7 -11.2 -12.3 51.8 -15.6 -15.9 51 -7.04 -7.27 23 -6.72 -0.899 6.45 6.45 45.6 -25 -29.5 74.7 -23.6 -29.3 74.2 -9.1 -11 43.6 -13 -1.04 2.58 13.913.9 33.9 -10 1.4 -2.95 6.65 4.77 7.99 2.39 11.7 8.14 11.6 6.21 -16.2 -26.3 97.8 -20.4 54.3 -20.3-20.3 -1.65 0 0 1.79 0.33 2.52 2.1 -5.01 -5.8 7.56 6.68 21 -2.88 0.0861 0.0357 3.98 -7.29 -7.48 2.571.94 30.7 0 0 -0.119 -0.0211 -0.0304 0.4 0.396 7.12 52.9 -8.32 -12.2 55.2 -42 115 11 -4.36 6.7 1.08 9.09 2.37 10.2 9.13 42.9 -10-10.3-2.13 -2.66 -0.688 8.18 53.7 -36.6 -42.9 94.3 -31.8 -34.9 93 -22.6 59.1 -22.1-23.4 -1.04 6.55 57.2 -36.2 -40.5 92.2 -31 -34.1 89.8 -22.8 57.7 -20.9-22.1 -0.686 4.25 44.1 -22.8 -29.6 67 -20.7 -23.5 61.5 -10.9 36.9 -11.6-11.6 -0.733 1.15 4.683.568.88.01 -4.65 3.47 0.248 14.1 9.02 11.3 4.6 -6.61 -20.4 75.8 -8.64 -10.3 39 -12.1 -0.859 0 0 -0.2260.442 0 0 3.66 -5.4 -5.43 21.7 -2.78 4.04 -1.07 -1.22 3.82 -5.86 0.7350.722 16.5 -0.646 -0.232 -0.24 1.09 0 0 6.22 50 50 -8.46 -12 48.9 -43.4 115 5.43 7.58 0.491 1.28 -3.76 6.72 -2.3 6.93 3.8 36.2 -10.4-11.8 -0.886-0.949 5.8 46.1 -28 -29.2 77.9 -26.5 -27.2 77.3 -15.5 -15.5 41.4 -10.9 -0.576 4.15 27.6 -13.4 -14.4 58.7 -18.4 59.1 -11 28.8 -7.09-5.63 -5.83 -1.1 Strength Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; User Notes; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Max Shear) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Strength Design: Max Shear Plan Strength Design: Max Shear Plan - 34 Appendix 7.9.1-242 2.99 6.486.4810.19.65 -25.6 14.2 -78.2 29 26.8 4.484.4814.314.317.516.8 -40.1 16.2 -93.5 38 33.9 3.173.169.019.0114.1 -29.1 11 -70.3 31.2 20.2 -56.3 28.3 20.4 -71.8 33.6 20.6 -72.4 -17.4 2.3 7 77.827.45 -16 8.91 -54.9 22.5 12.4 -49.1 22.6 13.3 -54.1 21.7 7.8 -47.9 -12.3 -39.5 -16.1 -14.3 9.36 0 0 0.951 13.2 -3.61 0.845 -3.22 1.06 -5.3 1.43 0.987 4.86 1.21 3.353.06 3.85 0.0738 0.5580 0 -77.9 38.7 21.5 -71.9 -18.2 -88.7 48.6 29.4 -93.1 -24.2 -3.96 1.41.38 -0.675 0.1880.14 -2.46-2.61 0.6810.681 -4.55 1.020.978 -0.614 0.0641 -4.11-4.16 1.28 -2.18 0.7230.624 -0.534-0.535 0.192 -3.89-3.92 1.29 -1.98 0.629 -0.68 0.2770.271 -2.02-2.12 0.7720.72 8.38 27.5 17.1 -71.5 27.7 16.3 -39.1 1.73 10.3 38.8 28.9 -92.7 33.2 19.1 -49 0.936 -0.203 8.12 27.5 18.8 -69.1 24.2 14.1 -29.5 9.95 9.81 -54.3 29.4 21.9 -64.1 29.3 16 -51.6 -3.92 -4.72 -50.6-50.7 -28.5-28.5 -6.89-6.93 5.87 18.6 7.68 -51.8 18.2 6.74 -20.6 7.61 6.41 -52.2 23.6 13.5 -46.2 19.6 8.58 -29.2 0.523 0.267 -26.6-29.3-18 -18 -4.59-4.61 -44.1 -8.79 -27.5 -5.29 0 0 -0.24 12.8 9.8 0 0 -13.1 9.783.61 11.6 0 0 -73.5 31.2 20.4 -50.7 -3.92 -6.58 -50.9-52.5 -6.77-7.07 -85.8 41.1 29 -67.1 -5.24 -7.34 -66.6-66.6 -38.2-38.2 -9.53 1.81 1.81 6.57 -50.6 16.1 -51.1 13.8 12.3 -29.3 0.16 -1.32 -20.3-22 -2.96 3.2 10.510.5 16.9 -75.2 30.1 25.9 -80.2 25.9 20.1 -42.4 4.36 1.18 -37.3 -4.19 0.652 9.929.87 -27.9 -8.61 -9.25 -8.09 -9.98 0.343 -0.0652 0.439 -8.08 2.97 -1.5 -1.19 -16.1 -114 44.3 -47.6 11.8 7.93 -51.4-51.4 -7.19 0 0 0.914 0.0255 0.85 0.671 -14 -16.4 1.47 -0.251 6.84 -8.15 -1.99 -2.13 -0.135 -0.346 0.841 0.827 0.945 -19.3 -20 6.27 5.83 9.16 0 0 -0.391 -0.0622 -0.103 0.0508 0.00145 1.48 20.9 -56 16.9 14.9 -105 26.3 13.6 -16.1 -10.6 -13 -4.86 -7.42 -3.67 -6.5 -4.87 -5.24 4.72 4.18 16.9 -34.1-34.6 -16.1-19.3 -4.04-4.31 1.3 25.8 -94.6 41.6 40.6 -106 40.5 37.8 -60.9 9.84 7.09 -53.9-55.2 -7.62 0.442 23.2 -88.5 39.2 38.1 -104 40.5 36.5 -54.7 12.7 9.4 -51.7-53 -7.24 0.977 18.2 -59.8 29.7 24.3 -72.2 24.7 18.6 -32.5 6.09 3.92 -36.1 -4.32 -0.278 1.090.204 -8.62 -4.78 -6.14 -2 -4.784.21 0.511 1.09 -7.63 -81.1 30.3 -31.5 9.25 5.41 -36.7-36.7 -4.59 0 0 -0.6140.237 0 0 0.919 -14.4 -14.8 7.2 -7.82 1.22 -3.01 -3.47 0.295 0.221 0.699 0.655 1.1 -17.1 -0.0981 -1.73 5.2 -2.62 -0.726 -0.839 0.559 0 0 1.31 18.4 18.4 -55.2 21.2 -98.1 26.6 18.6 -22 -5.38 -7.21 -4.87 -10.1 -3.55 -9.43 -0.541 -4.31 10.1 -33.5 -14.5-14.9 -3.21 2.72 16.4 -77.8 29.8 29 -81.6 26.7 22.9 -47 3.54 0.909 -37.7 -4.2 2.07 1.19 8.84 -58.8 18.7 -57.7 16.2 13.8 -34.5 -0.092 -2.64 -24.6-27.4 -3.35 Strength Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; User Notes; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Min Shear) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Strength Design: Min Shear Plan Strength Design: Min Shear Plan - 35 Appendix 7.9.1-243 1C-1 OK 1C-2 OK 1C-3 Failed: 8.3.4.1/24.5.2.1 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3C-5 OK 3C-6 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5R-2 OK 5C-3 OK 6L-1 OK 6C-1 OK 6R-1 OK 6L-2 OK 6C-2 OK 6R-2 OK 7C-1 OK 7C-2 OK 8C-1 OK 8C-2 OK 9L-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12L-1 OK 12C-1 OK 12R-1 OK 13C-1 OK 13C-2 OK 13C-3 OK 14C-1 OK 14C-2 OK 14C-3 OK 15C-1 OK 15C-2 OK 15C-3 OK 15C-4 OK 15C-5 OK 15C-6 OK 15C-7 OK 16C-1 OK 16C-2 OK 16C-3 OK 16C-4 OK 16C-5 OK 16C-6 OK 16C-7 OK 17C-1 OK 17C-2 OK 17R-2 OK 17C-3 OK 18L-1 OK 18C-1 OK 18R-1 OK 19C-1 OK 19C-2 OK 19C-3 OK 20C-1 OK 20C-2 OK 20C-3 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 22C-1 OK 22C-2 OK 22C-3 OK 22C-4 OK 22C-5 OK 23C-1 OK 23C-2 OK 23C-3 OK 23C-4 OK 23C-5 OK 24L-1 OK 24C-1 OK 24R-1 OK 25C-1 OK 25R-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 26C-4 OK 26C-5OK 27C-1 OK 27C-2 OK 27C-3 OK 27C-4 OK 27C-5 OK 28C-1 OK 28C-2 OK 28C-3 OK 28C-4 OK 28C-5 OK 29C-1 OK 29C-2 OK 29C-3 OK 29C-4 OK 29C-5 OK 30C-1 OK 30C-2 OK 30C-3 OK 30C-4 OK 30C-5 OK 31L-1 OK 31C-1 OK 31R-1 OK 32L-1 OK 32C-1 OK 32R-1 OK 33C-1 OK 33C-2 OK 33C-3 OK 33C-4 OK 33C-5OK 34C-1 OK 34C-2 OK 34C-3 OK 34C-4 OK 34C-5 OK 35C-1 OK 35C-2 OK 35C-3 OK 35C-4 OK 35C-5 OK 1 OK (non-standard section) 2 OK (non-standard section) 3 OK (non-standard section) 4 OK (non-standard section) 5 OK with SSR (non-standard section) 6 OK with SSR 7 OK with SSR 8 OK (non-standard section) 9 OK 10 OK (non-standard section) 11 OK with SSR 12 OK (non-standard section) 13 OK with SSR (non-standard section) 14 OK with SSR 15 OK with SSR 16 OK (non-standard section) 17 OK with SSR (non-standard section) 18 OK with SSR 19 OK with SSR 20 OK (non-standard section) 21 OK 22 OK 23 OK 24 OK (non-standard section) 25 OK 26 OK (non-standard section) 27 OK 28 OK (non-standard section) 29 OK with SSR (non-standard section) 30 OK with SSR 31 OK with SSR 32 OK (non-standard section) 33 OK (non-standard section) 34 OK (non-standard section) 35 OK (non-standard section) 36 OK (non-standard section) Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; User Notes; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Status: Status Plan Design Status: Status Plan - 36 Appendix 7.9.1-244 #5x12@12T (7)#5x20T (7)#5x20T (7)#5x20T (7)#5x20T #5x12@6T (7)#5x12T (7)#5x12T (9)#9x13T (7)#5x12T (7)#5x12T #5x12@6T (9)#5x12T (13)#5x12T (7)#5x12T (9)#5x12T #5x12@12T (9)#5x12T (13)#5x12T (9)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x7.5@6T (7)#5x12T (7)#5x12T (9)#9x12.5T (7)#5x12T (7)#5x12T #5x12@6T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x7.5T (7)#5x7.5T (7)#5x7.5T (7)#5x7.5T #5x12@12T (7)#5x15T (7)#5x12T (7)#5x25T (7)#5x15T (7)#5x25T (7)#5x15T #5x12@12T (7)#5x25T #5x12@12T #5x12@6T (7)#5x25T (7)#5x15T (7)#5x15T (7)#5x25T #5x12@12T (7)#5x15T (7)#5x15T (7)#5x25T #5x12@12T (7)#5x25T (7)#5x15T #5x15@8T (7)#5x25T #5x12@6T (7)#5x25T #5x12@12T (7)#5x15T (7)#5x15T (7)#5x25T #5x12@12T (7)#5x7.5T (7)#5x12T (7)#5x25T 6 #5 T. 5 #5 T. 5 #5 T. 6 #5 T. 5 #5 T. 5 #5 T. 4 #5 T. 4 #5 T. 5 #5 T. 5 #5 T. 8 #5 T. 5 #5 T. 1 #5 T. 3 #5 T. 5 #5 T. 1 #5 T. 9 #5 T. 5 #5 T. 5 #5 T. 4 #5 T. 4 #5 T.3 #5 T. 7 #5 T. 17 #5 T. 3 #5 T. 3 #5 T. 2 #5 T. 2 #9 T. 3 #9 T. 4 #5 T. 2 #5 T. 4 #9 T. 6 #9 T. 1 #5 T. 2 #5 T. 8 #5 T. 1 #5 T. 2 #5 T. 2 #9 T. 4 #9 T. 4 #5 T. 2 #5 T. 2 #6 T. 2 #6 T. 3 #6 T. 2 #6 T. 2 #6 T. 4 #6 T. Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 37 Appendix 7.9.1-245 (9)#9x19.5B #5x25.8@12B #5x12@6B #5x12@6B #5x12@6B (9)#9x15B (4)#9x8.5B #5x31.7@12B #5x31.7@12B 1 #5 B. 8.5.2 1 #5 B. 8.5.2 1 #5 B. 8.5.2 1 #5 B. 8.5.2 5 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 4 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 10 #5 B. 8.5.2 8.5.2 8.5.2 8.5.2 8.5.2 8.5.2 8.6.1.1 8.6.1.1 3 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 2 #5 B. 8.6.1.1 8.6.1.1 1 #8 B. 9.6.1.1/9.6.1.2 9.7.2.2 9.7.2.2 9.7.2.2 9.7.2.2 9.7.2.2 9.7.2.2 9.6.1.1/9.6.1.2 1 #8 B. 9.7.2.2 9.7.2.2 9.7.2.2 9.7.2.2 9.7.2.2 9.7.2.2 9.7.2.2 2 #5 B. 1 #5 B. 8.6.1.1 8.6.1.1 8.3.3.1 2 #9 B. 8.6.1.1 8.5.2 8.6.1.1 8.6.1.1 8.5.2 8.6.1.1 Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Span Design Bar Controlling Criteria; Latitude DS Designs; Longitude DS Designs; DS Design Status; DS Design Bottom Bars; DS Design Controlling; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Status: Bottom Reinforcement Plan Design Status: Bottom Reinforcement Plan - 38 Appendix 7.9.1-246 1 OK (non-standard section) USR=0.918 2 OK (non-standard section) USR=0.853 3 OK (non-standard section) USR=0.847 4 OK (non-standard section) USR=0.442 5 OK with SSR (non-standard section) RSR = 0.622 (USR=1.18) 6 OK with SSR RSR = 0.634 (USR=1.15) 7 OK with SSR RSR = 0.576 (USR=1.04) 8 OK (non-standard section) USR=0.7 9 OK USR=0.976 10 OK (non-standard section) USR=0.668 11 OK with SSR RSR = 0.535 (USR=1.05) 12 OK (non-standard section) USR=0.715 13 OK with SSR (non-standard section) RSR = 0.582 (USR=1.12) 14 OK with SSR RSR = 0.595 (USR=1.1) 15 OK with SSR RSR = 0.578 (USR=1.1) 16 OK (non-standard section) USR=0.748 17 OK with SSR (non-standard section) RSR = 0.59 (USR=1.14) 18 OK with SSR RSR = 0.584 (USR=1.08) 19 OK with SSR RSR = 0.582 (USR=1.1) 20 OK (non-standard section) USR=0.744 21 OK USR=0.954 22 OK USR=0.942 23 OK USR=0.871 24 OK (non-standard section) USR=0.685 25 OK USR=0.791 26 OK (non-standard section) USR=0.724 27 OK USR=0.974 28 OK (non-standard section) USR=0.689 29 OK with SSR (non-standard section) RSR = 0.617 (USR=1.19) 30 OK with SSR RSR = 0.59 (USR=1.08) 31 OK with SSR RSR = 0.569 (USR=1.04) 32 OK (non-standard section) USR=0.615 33 OK (non-standard section) USR=0.944 34 OK (non-standard section) USR=0.833 35 OK (non-standard section) USR=0.838 36 OK (non-standard section) USR=0.451 14.7 153153201201202 64.462.962.9 14.7-42.4 171171208208 -5.55-5.55 -42.4 Max Stress=202 Design Strip Max Fz Max Stress=208 Design Strip Max Mr 127 122122181181183 188186186 127152 21.321.352.652.6 183183 152 Max Stress=188 Design Strip Max Fz Max Stress=183 Design Strip Min Mr 135 52.952.9102102104 186185185 135138 -0.21-0.2143.243.2 182182 138 Max Stress=186 Design Strip Max Fz Max Stress=182 Design Strip Min Mr 61.6 49.149.183.883.884.9 97.396.296.2 61.620 70.892.6 41.841.8 2058.9 43.243.272.772.7 88.388.3 58.9 Max Stress=97.3 Design Strip Max Fz Max Stress=92.6 Design Strip Max Mr Max Stress=88.3 Design Strip Max Fz 96.9 304304202202 -4.76-4.76 96.9 Max Stress=304 Design Strip Max Fz 143 284284189189 48.248.2 143 Max Stress=284 Design Strip Max Mr 258 11711740.440.4 181181 258 Max Stress=258 Design Strip Max Fz 62.9 63.9 63.9 79.9 79.9 154 154 138 138137 145 52.5 52.5 65.1 65.1 158 158 145 Max Stress=154 Design Strip Max Fz Max Stress=158 Design Strip Max Fz 86.1 108 108 228 228 206 206 86.1 Max Stress=228 Design Strip Max Fz 128 129 129 147 147 94.7 94.7 76.4 76.4 75.3 68133 133 148 148 82.4 82.4 68 Max Stress=147 Design Strip Max Mr Max Stress=148 Design Strip Max Mr 112 80.3 80.3 208 208 239 239 112 Max Stress=239 Design Strip Max Fz 70.1 71.3 71.3 91.6 91.6 157 157 137 137136 144 61.5 61.5 77.5 77.5 160 160 144 Max Stress=157 Design Strip Min Mr Max Stress=160 Design Strip Min Mr 284 275 275 37.8 37.8 47.6 47.6 284 Max Stress=284 Design Strip Min Ms 252 230 230 134 134 156 156 252 Max Stress=252 Design Strip Min Ms 99.1 85.6 85.6 245 245 259 259 99.1 Max Stress=259 Design Strip Max Fz 99.4 103 103 165 165 121 121 606056.4 60.3 114 114 165 165 111 111 60.3 Max Stress=165 Design Strip Max Mr Max Stress=165 Design Strip Max Mr 264 288 288 42.4 42.4 1818 264 Max Stress=288 Design Strip Min Ms 215 247 247 216 216 185 185 215 Max Stress=247 Design Strip Max Fz 80.5 103 103 261 261 239 239 80.5 Max Stress=261 Design Strip Max Fz 105 109 109 164 164 150 150 94.8 94.8 91.5 96.8 114 114 159 159 142 142 96.8 Max Stress=164 Design Strip Max Fz Max Stress=159 Design Strip Max Fz 136 224 224 120 120 31.2 31.2 136 Max Stress=224 Design Strip Max Fz 114 213 213 197 197 97.3 97.3 114 Max Stress=213 Design Strip Max Fz 15.4 105 105 205 205 116 116 15.4 Max Stress=205 Design Strip Max Fz 120 122 122 151 151 66.2 66.2 37.4 37.4 35.7 5.69 129 129 159 159 34.7 34.7 5.69 Max Stress=151 Design Strip Max Fz Max Stress=159 Design Strip Max Mr 117 34.8 34.8 104 104 186 186 117 Max Stress=186 Design Strip Max Fz 35.7 37.7 37.7 7171 159 159 126 126124 135 6.25 6.25 38.3 38.3 167 167 135 Max Stress=159 Design Strip Max Fz Max Stress=167 Design Strip Min Mr 105 93.8 93.8 216 216 227 227 105 Max Stress=227 Design Strip Max Fz 118 120 120 151 151 100 100 68.3 68.3 66.4 62.5 127 127 152 152 88.1 88.1 62.5 Max Stress=151 Design Strip Max Mr Max Stress=152 Design Strip Max Mr 0.651 216216302302 85.985.9 0.651 Max Stress=302 Design Strip Max Fz 65.1 193193264264 136136 65.1 Max Stress=264 Design Strip Max Mr 20.2 68.4 68.4 255 255 206 206 20.2 Max Stress=255 Design Strip Max Ms 135 133 133 8888 4444 88.6 88.6 91.2 63.6 125 125 136 136 74.5 74.5 63.6 Max Stress=135 Design Strip Min Ms Max Stress=136 Design Strip Max Fz 208207207187187 -0.436-0.436 19.819.820.4-12 223223205205 -30-30 -12 Max Stress=208 Design Strip Max Mr Max Stress=223 Design Strip Max Mr 6766.866.863.163.1 180180 183183183193 46.546.541.741.7 188188 193 Max Stress=183 Design Strip Min Mr Max Stress=193 Design Strip Min Mr 62.862.262.243.543.5 165165 184184185191 38.738.721.821.8 174174 191 Max Stress=185 Design Strip Min Mr Max Stress=191 Design Strip Min Mr 1023232 32.5 32.5 102 89.6 8686 25.5 25.5 31.5 31.5 929295.6 12.2 16.3 16.3 82.7 82.7 78.5 78.5 12.2 Max Stress=102 Design Strip Min Mr Max Stress=95.6 Design Strip Min Ms Max Stress=82.7 Design Strip Max Ms Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 Design Status - Punching Plot: (Stresses,Max Stress,Controlling)(Standard Sections 1-999)(Max SR Context) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 39 Appendix 7.9.1-247 14.7 153153201201202 64.462.962.9 14.7 USR=0.918 127 122122181181183 188186186 127 USR=0.853 135 52.952.9102102104 186185185 135 USR=0.847 61.6 49.149.183.883.884.9 97.396.296.2 61.6 USR=0.442 96.9 304304202202 -4.76-4.76 96.9 68.1 93.293.2 106106100100 70.470.4 45.245.2 37.837.836.636.6 32.732.7 38.538.5 48.348.35151 68.1 RSR = 0.622 (USR=1.18) USR=0.934 143 284284189189 48.248.2 143 81.2 9292 94.594.589.589.5 70.670.6 59.859.8 57.357.3 62.362.3 81.2 RSR = 0.634 (USR=1.15) USR=0.831 258 11711740.440.4 181181 258 85.2 66.166.1 43.243.238.338.3 47.447.4 66.566.5 89.489.4 94.394.3 85.2 RSR = 0.576 (USR=1.04) USR=0.829 62.9 63.9 63.9 79.9 79.9 154 154 138 138137 USR=0.7 86.1 108 108 228 228 206 206 86.1 USR=0.976 128 129 129 147 147 94.7 94.7 76.4 76.4 75.3 USR=0.668 112 80.3 80.3 208 208 239 239 112 56.3 53.9 53.9 63.3 63.3 78.4 78.4 94.1 94.1 96.5 96.5 87.1 87.1 7272 56.3 RSR = 0.535 (USR=1.05) USR=0.848 70.1 71.3 71.3 91.6 91.6 157 157 137 137136 USR=0.715 284 275 275 37.8 37.8 47.6 47.6 284 103 102 102 83.8 83.8 65.8 65.8 57.4 57.4 56.1 56.1 49.2 49.2 49.7 49.7 57.3 57.3 58.8 58.8 6868 86.1 86.1 103 RSR = 0.582 (USR=1.12) USR=0.906 252 230 230 134 134 156 156 252 105 104 104 94.4 94.4 85.5 85.5 80.2 80.2 81.4 81.4 90.8 90.8 99.8 99.8 105 RSR = 0.595 (USR=1.1) USR=0.924 99.1 85.6 85.6 245 245 259 259 99.1 53.5 52.7 52.7 64.9 64.9 78.6 78.6 93.4 93.4 94.2 94.2 81.9 81.9 68.3 68.3 53.5 RSR = 0.578 (USR=1.1) USR=0.828 99.4 103 103 165 165 121 121 606056.4 USR=0.748 264 288 288 42.4 42.4 1818 264 99.6 101 101 84.4 84.4 65.5 65.5 55.2 55.2 53.6 53.6 4545 43.7 43.7 50.4 50.4 51.7 51.7 59.9 59.9 78.8 78.8 99.6 RSR = 0.59 (USR=1.14) USR=0.887 215 247 247 216 216 185 185 215 71.3 72.9 72.9 83.2 83.2 92.2 92.2 9797 95.4 95.4 85.1 85.1 76.1 76.1 71.3 RSR = 0.584 (USR=1.08) USR=0.853 80.5 103 103 261 261 239 239 80.5 51.8 52.9 52.9 68.3 68.3 81.9 81.9 93.4 93.4 92.3 92.3 76.9 76.9 63.3 63.3 51.8 RSR = 0.582 (USR=1.1) USR=0.821 105 109 109 164 164 150 150 94.8 94.8 91.5 USR=0.744 136 224 224 120 120 31.2 31.2 136 USR=0.954 114 213 213 197 197 97.3 97.3 114 USR=0.942 15.4 105 105 205 205 116 116 15.4 USR=0.871 120 122 122 151 151 66.2 66.2 37.4 37.4 35.7 USR=0.685 117 34.8 34.8 104 104 186 186 117 USR=0.791 35.7 37.7 37.7 7171 159 159 126 126124 USR=0.724 105 93.8 93.8 216 216 227 227 105 USR=0.974 118 120 120 151 151 100 100 68.3 68.3 66.4 USR=0.689 0.651 216216302302 85.985.9 0.651 47.2 73.473.4 103103108108 92.792.7 66.666.6 49.749.747.147.1 37.537.5 32.632.6 37.237.238.538.5 47.2 RSR = 0.617 (USR=1.19) USR=0.948 65.1 193193264264 136136 65.1 62.3 72.172.1 888891.891.8 88.388.3 78.578.5 62.662.6 58.858.8 62.3 RSR = 0.59 (USR=1.08) USR=0.807 20.2 68.4 68.4 255 255 206 206 20.2 42.2 45.8 45.8 66.8 66.8 86.1 86.1 97.5 97.5 93.9 93.9 72.9 72.9 53.6 53.6 42.2 RSR = 0.569 (USR=1.04) USR=0.857 135 133 133 8888 4444 88.6 88.6 91.2 USR=0.615 208207207187187 -0.436-0.436 19.819.820.4 USR=0.944 6766.866.863.163.1 180180 183183183 USR=0.833 62.862.262.243.543.5 165165 184184185 USR=0.838 1023232 32.5 32.5 102 USR=0.451 Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context) 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Status: Punching Shear Stress Plan Design Status: Punching Shear Stress Plan - 40 Appendix 7.9.1-248 (14) 6@4 First Spacing = 2.75 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR (14) 7@4 First Spacing = 2.75 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 7@4 First Spacing = 2.75 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 6@4 First Spacing = 2.75 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 10_VE_V1.cpt - 2024-06-10 Design Status: SSR Plan Design Status: SSR Plan - 41 Appendix 7.9.1-249 3rd B_PT slab design_LEVEL 15_VE_V1.cpt 2024-06-10 RAM Concept © 2023 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 23.0.1 Appendix 7.9.1-250 Units ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................3 Signs ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................4 Materials ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5 Loadings ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................7 Load Combinations ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8 Design Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................12 Detailing Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................13 Load History ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................14 Tendon Parameters Groups ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................15 Deflection Checks ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................16 Mesh Input: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................17 SDL: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................18 SDL: Line Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................19 LL Red: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................20 LL Unred: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................21 Long-term Deflection: Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................22 Design Strip: Latitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................23 Design Strip: Longitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................24 Design Strip: Punching Checks Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................25 Manual Latitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................26 Manual Longitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................27 User Minimum Design: Precompression Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................28 Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................29 Service Design: Top Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................30 Service Design: Bottom Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................31 Strength Design: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................32 Strength Design: Min Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................33 Strength Design: Max Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................34 Strength Design: Min Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................35 Design Status: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................36 Design Status: Top Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................37 Design Status: Bottom Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................38 Design Status: Punching Shear Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................39 Design Status: Punching Shear Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................40 Design Status: SSR Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................41 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Table of Contents Table of Contents - 2 Appendix 7.9.1-251 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/°Line Moment Spring: k/°Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³Reinforcing Area: in²Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft²Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: °F 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Units Units - 3 Appendix 7.9.1-252 Positive Loads Positive Analysis Positive Reactions 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Signs Signs - 4 Appendix 7.9.1-253 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Thermal Exp Coeff Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 5750 psi 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 3122000 4322000 8000 psi 150 150 3000 8000 3725 9754 0.2 5.556e-6 Code 2500000 3000000 Stiff 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 31220000 43220000 PT Systems System Name Strand Duct Anchor fse (ksi) Long-Term Losses (ksi) Min Radius (feet) ½" Unbonded ½" Unbonded ½" Unbonded ½" Unbonded 175 22 6 ½" Bonded ½" Bonded ½" Bonded ½" Bonded 160 22 6 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 175 22 8 0.6" Bonded 0.6" Bonded 0.6" Bonded 0.6" Bonded 160 22 8 HARPED HARPED HARPED HARPED 175 22 0 Strand Materials Strand Name Aps (in²) Eps (ksi) fpy (ksi) fpu (ksi) ½" Unbonded 0.153 28000 243 270 ½" Bonded 0.153 28000 243 270 0.6" Unbonded 0.217 28000 243 270 0.6" Bonded 0.217 28000 243 270 HARPED 0.153 28000 243 270 Duct Systems Duct Name Type Shape Material Duct Height (inches) Duct Width (inches) Max Strands Per Duct Wobble Friction (1/feet) Angular Friction (1/radians) ½" Unbonded unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 ½" Bonded bonded Flat Corrugated Plastic 1 3 4 0.001 0.2 0.6" Unbonded unbonded Round Tightly Sheathed 0.6 0.6 1 0.0014 0.07 0.6" Bonded bonded Flat Corrugated Plastic 1 4 4 0.001 0.2 HARPED unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 Anchor Systems 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Materials Materials - 5 Appendix 7.9.1-254 Anchor Systems Anchor Name Type Jacking Stress (ksi) Anchor Friction Seating Distance (inches) ½" Unbonded Monostrand 216 0 0.25 ½" Bonded Flat Multi-Plane 216 0.02 0.25 0.6" Unbonded Monostrand 216 0 0.25 0.6" Bonded Flat Multi-Plane 216 0.02 0.25 HARPED Monostrand 216 0 0.25 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi)Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Materials (2) Materials - 6 Appendix 7.9.1-255 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 SDL Dead Normal 1 1 LL Red Live (Reducible)Normal 1 0 LL Unred Live (Unreducible)Normal 1 0 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Loadings Loadings - 7 Appendix 7.9.1-256 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 SDL 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 1 0 LL Unred 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + S 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Load Combinations Load Combinations - 8 Appendix 7.9.1-257 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.75 0 LL Unred 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.5 0.5 LL Unred 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 SDL 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Load Combinations (2) Load Combinations - 9 Appendix 7.9.1-258 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 1.6 0 LL Unred 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 SDL 1.2 0.9 LL Red 0.5 0 LL Unred 1 0 Long-term Deflection 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Load Combinations (3) Load Combinations - 10 Appendix 7.9.1-259 Long-term Deflection Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 3 3 Balance Loading 3 3 SDL 3 3 LL Red 1 0 LL Unred 1 0 Short-term Deflection (1.0D + 1.0LL) Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 LL Red 1 0 LL Unred 1 0 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Load Combinations (4) Load Combinations - 11 Appendix 7.9.1-260 Code Minimum Design 318-14 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-14 Initial Service Design Service Design 318-14 Service Design Include detailed section analysis Sustained Service Design 318-14 Sustained Service Design Strength Design 318-14 Strength Design Punching Shear Design Ductility Design 318-14 Ductility Design 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Rules Design Rules - 12 Appendix 7.9.1-261 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Detailing Rules Detailing Rules - 13 Appendix 7.9.1-262 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Load History Load History - 14 Appendix 7.9.1-263 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet)Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches)Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Tendon Parameters Groups Tendon Parameters Groups - 15 Appendix 7.9.1-264 Deflection Checks Deflection Check Name Layer Diff. Layer Downward Limit (inches) Downward Limit (L/Δ) Upward Limit (inches) Upward Limit (L/Δ) Deflection Measure Appendix 7.9.1-265 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=18 d=30 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=30 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=18 d=30 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=36 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=30 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=30 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 t=20 t=28 t=20 t=28 t=20 t=20 t=20 t=28 t=20 t=20 t=20 t=28 t=20 t=28 t=20 t=20 t=20 t=28 t=20 t=7 TOC=-1 t=8 TOC=0 t=7 TOC=-1 t=7 TOC=-1 t=8 TOC=0 t=7 TOC=-1 t=7 TOC=-1 t=7 TOC=-1 t=8 TOC=0 t=12 TOC=0 10 x 20 10 x 20 10 x 20 28 x 24 10 x 20 10 x 20 10 x 20 20 x 24 Mesh Input: Beams; Beam Dimensions; Slab Areas; Slab Area Thicknesses; Slab Area Elevations; Slab Openings; Slab Opening Hatching; Walls Above; Walls Below; Wall Thicknesses; Columns Above; Columns Below; Column Dimensions; Longitude Tendon Parameters: Banded Tendons; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Mesh Input: Standard Plan Mesh Input: Standard Plan - 17 Appendix 7.9.1-266 4.39 8.77 4.9 4.9 Fz=6 Fz=2 Fz=2 Fz=6 Fz=2 Fz=2 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.34 Fz=0.34 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.34 Fz=0.34 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.34 Fz=0.34 Fz=-22 Fz=-22Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=-20 Fz=-20 Fz=-20Fz=-20 Fz=-20 Fz=-20 Fz=-20Fz=-20 Fz=-20Fz=-20 Fz=-20Fz=-20 Fz=-20 Fz=-20 Fz=-20 Fz=-20 Fz=32 Fz=32 Fz=32 Fz=32 Fz=-22 Fz=-22 Fz=-22 Fz=-22 Fz=28 Fz=28 Fz=28 Fz=28 Fz=-27 Fz=-27 Fz=-27 Fz=-27 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40 Fz=40 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=73 Fz=73 Fz=73 Fz=73 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=390 Fz=280 Fz=280 Fz=280 Fz=280 Fz=280 Fz=280 Fz=280 Fz=280 SDL: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 SDL: All Loads Plan SDL: All Loads Plan - 18 Appendix 7.9.1-267 4.39 8.77 4.9 4.9 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.24 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.08 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.34 Fz=0.34 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.34 Fz=0.34 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.6 Fz=0.34 Fz=0.34 SDL: Line Loads; Line Load Icons; Line Load Values; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 SDL: Line Loads Plan SDL: Line Loads Plan - 19 Appendix 7.9.1-268 Fz=20 Fz=20Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=-40 Fz=-40 Fz=-40Fz=-40 Fz=-40 Fz=-40 Fz=-40Fz=-40 Fz=-40Fz=-40 Fz=-40Fz=-40 Fz=-40 Fz=-40 Fz=-40 Fz=-40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=20 Fz=20 Fz=20 Fz=20 Fz=-40 Fz=-40 Fz=-40 Fz=-40 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=-40 Fz=-40 Fz=-40 Fz=-40 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=20 LL Red: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 LL Red: All Loads Plan LL Red: All Loads Plan - 20 Appendix 7.9.1-269 Fz=100 Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=25 Fz=25 Fz=25 Fz=25 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 Fz=-100 LL Unred: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 LL Unred: All Loads Plan LL Unred: All Loads Plan - 21 Appendix 7.9.1-270 0.16 0.24 0 -0.08 0 -0.08 0.08 0.08 0.08 0.08 0.080.08 0.08 0.24 0.32 0.16 0.24 0.08 0.16 0.08 0.32 0.24 0.08 0.16 0.16 0.24 0.24 0.32 0.24 0.32 0.24 0.32 0.24 0.32 0.24 0.24 0.24 0.16 0.24 0.24 0.32 0.16 0.16 0.08 0.24 0.08 0.08 0.32 0.08 0.08 0.08 0.32 0.16 0 0.24 0.16 0.24 0 0.16 0 0.16 0.16 0.08 0.08 0.08 0.08 0 0.16 0.08 0.16 0.16 0.080.08 0 0 0 0 0.32 0.08 0.16 0.08 0.24 0.08 0.08 0.08 0.32 0.16 0.32 0.16 0.24 0.24 0.16 0.16 0.16 0.16 0.24 0.16 0.24 0.24 0.16 0.16 0.24 0.16 0.16 0.08 0.24 0 0.08 0.16 0 0.08 0.16 0.08 0.4 0.24 0.16 -0.08 0.4 0.16 0.08 0.16 0.16 0.32 0.16 0.4 0.24 0.16 0.24 0.24 0.32 0.16 0.4 0.32 0.24 0.32 0.32 0.48 0.48 0.32 0.32 0.48 0.32 0.32 0.4 0.32 0.4 0.24 0.32 0.24 0.16 0.48 0.4 0.16 0.4 0.24 0.16 0.08 0.32 0.32 -0.08 0.4 0.24 0.08 0.16 0.16 0 0.080.08 0 0.16 0.16 0.16 0.16 -0.08 0.16 0.080.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.16 0.16 0.16 0.08 0.08 0.08 0.08 0.24 0.08 0.08 0.08 0 0.24 0 0 0.16 0.16 0.08 0 0.08 0.08 0 0 0 0.08 0.08 0 0.08 0 0.08 0.16 0.08 0 0.16 0.16 0.16 0 0.08 0.08 0 0 0 0.08 0.08 0.24 0 0.24 0.08 0.16 0.08 0.24 0.08 0.16 0.16 0.16 0.16 0.24 0.24 0.24 0.24 0.24 0.32 0.32 0.32 0.320.32 0.24 0.32 0.24 0.24 0.4 0.16 0.24 0.16 0.4 0.16 0.4 0.08 0.16 0.32 0.08 0.16 0.24 0.24 0 0.32 0 0.24 0.32 0 0.16 0.16 0.08 0.16 0.24 0.08 0 0.24 0.16 0.16 0.08 Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Long-term Deflection - Vertical Deflection Plot (Maximum Values) -0.16 -0.08 0 0.08 0.16 0.24 0.32 0.4 0.48 Min Value = -0.162 inches @ (177.4,185.6) Max Value = 0.6008 inches @ (162.6,116.7) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Long-term Deflection: Max Deflection Plan Long-term Deflection: Max Deflection Plan - 22 Appendix 7.9.1-271 82% DL Balanced 56% DL + RLL Balanced 150% DL Balanced 85% DL + RLL Balanced 70% DL Balanced 55% DL + RLL Balanced 64% DL Balanced 43% DL + RLL Balanced 120% DL Balanced 62% DL + RLL Balanced 81% DL Balanced 61% DL + RLL Balanced 65% DL Balanced 43% DL + RLL Balanced 110% DL Balanced 61% DL + RLL Balanced 94% DL Balanced 73% DL + RLL Balanced 95% DL Balanced 74% DL + RLL Balanced 87% DL Balanced 67% DL + RLL Balanced 61% DL Balanced 45% DL + RLL Balanced 86% DL Balanced 59% DL + RLL Balanced 89% DL Balanced 53% DL + RLL Balanced 84% DL Balanced 63% DL + RLL Balanced 85% DL Balanced 64% DL + RLL Balanced 80% DL Balanced 60% DL + RLL Balanced 60% DL Balanced 45% DL + RLL Balanced 140% DL Balanced 97% DL + RLL Balanced 25% DL Balanced 15% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 150% DL Balanced 100% DL + RLL Balanced 90% DL Balanced67% DL + RLL Balanced 67% DL Balanced 48% DL + RLL Balanced 40% DL Balanced 19% DL + RLL Balanced -28% DL Balanced -15% DL + RLL Balanced 0.99% DL Balanced 0.52% DL + RLL Balanced -3% DL Balanced -1.6% DL + RLL Balanced 1.3% DL Balanced 0.71% DL + RLL Balanced -3.6% DL Balanced -1.9% DL + RLL Balanced 81% DL Balanced 63% DL + RLL Balanced 67% DL Balanced 51% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 68% DL Balanced 51% DL + RLL Balanced 95% DL Balanced 74% DL + RLL Balanced 96% DL Balanced 73% DL + RLL Balanced 72% DL Balanced 52% DL + RLL Balanced 100% DL Balanced 78% DL + RLL Balanced 120% DL Balanced 86% DL + RLL Balanced 68% DL Balanced 51% DL + RLL Balanced 99% DL Balanced 76% DL + RLL Balanced 120% DL Balanced 93% DL + RLL Balanced 97% DL Balanced 76% DL + RLL Balanced 76% DL Balanced 63% DL + RLL Balanced 73% DL Balanced 63% DL + RLL Balanced 60% DL Balanced 45% DL + RLL Balanced 82% DL Balanced 62% DL + RLL Balanced 130% DL Balanced 93% DL + RLL Balanced 82% DL Balanced 61% DL + RLL Balanced 65% DL Balanced 56% DL + RLL Balanced 81% DL Balanced 73% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced -7.2% DL Balanced -3.8% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 120% DL Balanced 95% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 17% DL Balanced 10% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 63% DL Balanced 54% DL + RLL Balanced 130% DL Balanced 110% DL + RLL Balanced 70% DL Balanced 58% DL + RLL Balanced 69% DL Balanced 62% DL + RLL Balanced Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; SSS Balance Percentages; Latitude Deflection Checks; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 23 Appendix 7.9.1-272 160% DL Balanced 110% DL + RLL Balanced 95% DL Balanced 58% DL + RLL Balanced 110% DL Balanced 64% DL + RLL Balanced 90% DL Balanced 53% DL + RLL Balanced 98% DL Balanced 66% DL + RLL Balanced 99% DL Balanced 69% DL + RLL Balanced 68% DL Balanced 46% DL + RLL Balanced 93% DL Balanced 61% DL + RLL Balanced 60% DL Balanced 41% DL + RLL Balanced 65% DL Balanced 44% DL + RLL Balanced 15% DL Balanced 11% DL + RLL Balanced 35% DL Balanced 25% DL + RLL Balanced 62% DL Balanced 46% DL + RLL Balanced 70% DL Balanced 54% DL + RLL Balanced 92% DL Balanced 63% DL + RLL Balanced -0.91% DL Balanced -0.52% DL + RLL Balanced 1.4% DL Balanced 0.76% DL + RLL Balanced 94% DL Balanced 64% DL + RLL Balanced 68% DL Balanced 52% DL + RLL Balanced 60% DL Balanced 46% DL + RLL Balanced 34% DL Balanced 25% DL + RLL Balanced 21% DL Balanced 14% DL + RLL Balanced 110% DL Balanced 76% DL + RLL Balanced 72% DL Balanced 58% DL + RLL Balanced 88% DL Balanced 65% DL + RLL Balanced 87% DL Balanced 66% DL + RLL Balanced 140% DL Balanced 94% DL + RLL Balanced 130% DL Balanced 86% DL + RLL Balanced 77% DL Balanced 62% DL + RLL Balanced 89% DL Balanced 65% DL + RLL Balanced 86% DL Balanced 66% DL + RLL Balanced 140% DL Balanced 96% DL + RLL Balanced 97% DL Balanced 66% DL + RLL Balanced 69% DL Balanced 53% DL + RLL Balanced 100% DL Balanced 73% DL + RLL Balanced 87% DL Balanced 67% DL + RLL Balanced 100% DL Balanced 70% DL + RLL Balanced 54% DL Balanced 34% DL + RLL Balanced 120% DL Balanced 81% DL + RLL Balanced 87% DL Balanced 64% DL + RLL Balanced 85% DL Balanced 65% DL + RLL Balanced 97% DL Balanced 65% DL + RLL Balanced 28% DL Balanced 15% DL + RLL Balanced 5.3% DL Balanced 2.8% DL + RLL Balanced -3.4% DL Balanced -1.7% DL + RLL Balanced -23% DL Balanced -10% DL + RLL Balanced -700% DL Balanced -60% DL + RLL Balanced 38% DL Balanced 30% DL + RLL Balancedundefined% DL Balanced undefined% DL + RLL Balanced -51% DL Balanced -26% DL + RLL Balanced 78% DL Balanced 62% DL + RLL Balanced 59% DL Balanced 48% DL + RLL Balanced 130% DL Balanced 100% DL + RLL Balanced 90% DL Balanced 64% DL + RLL Balanced 55% DL Balanced 45% DL + RLL Balanced 72% DL Balanced 62% DL + RLL Balanced 88% DL Balanced 72% DL + RLL Balanced 66% DL Balanced 59% DL + RLL Balanced 69% DL Balanced 65% DL + RLL Balanced 110% DL Balanced 97% DL + RLL Balanced Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; SSS Balance Percentages; Longitude Deflection Checks; User Lines; User Dimensions; Mesh Input: Beams; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Design Strip - Envelope Plot: (Bending)(Context: ) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 24 Appendix 7.9.1-273 #1 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=262 influence area=696 max LLR=40 Reducible Loading Reduction=18.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=327 #2 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=358 influence area=1100 max LLR=40 Reducible Loading Reduction=29.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=290 #3 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=265 influence area=832 max LLR=40 Reducible Loading Reduction=23 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=298 #4 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=159 influence area=416 max LLR=40 Reducible Loading Reduction=1.49 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=328 #5 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=456 influence area=1410 max LLR=40 Reducible Loading Reduction=35 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=312 #6 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=605 influence area=2240 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=267 #7 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=479 influence area=1770 max LLR=40 Reducible Loading Reduction=39.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=267 #8 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=298 influence area=890 max LLR=40 Reducible Loading Reduction=24.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=317 #9 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=602 influence area=2300 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=210 #10 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=415 influence area=1280 max LLR=40 Reducible Loading Reduction=33.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=262 #11 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=614 influence area=2380 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=189 #12 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=425 influence area=1320 max LLR=40 Reducible Loading Reduction=33.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=250 #13 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=648 influence area=2130 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=317 #14 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=886 influence area=3400 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=198 #15 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=675 influence area=2640 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=220 #16 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=414 influence area=1320 max LLR=40 Reducible Loading Reduction=33.7 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=332 #17 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=647 influence area=2140 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=311 #18 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=895 influence area=3380 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=208 #19 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=660 influence area=2560 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=236 #20 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=405 influence area=1280 max LLR=40 Reducible Loading Reduction=33.1 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=336 #21 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=460 influence area=1390 max LLR=40 Reducible Loading Reduction=34.8 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=231 #22 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=622 influence area=2220 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=181 #23 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=471 influence area=1850 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=227 #24 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=288 influence area=933 max LLR=40 Reducible Loading Reduction=25.9 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=291 #25 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=400 influence area=1600 max LLR=40 Reducible Loading Reduction=37.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=221 #26 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=297 influence area=930 max LLR=40 Reducible Loading Reduction=25.8 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=297 #27 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=630 influence area=2300 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=183 #28 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=399 influence area=1190 max LLR=40 Reducible Loading Reduction=31.4 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=237 #29 Radius=12 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=361 influence area=1290 max LLR=40 Reducible Loading Reduction=33.2 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=259 #30 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=690 influence area=2410 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=253 #31 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=546 influence area=1910 max LLR=40 Reducible Loading Reduction=40 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=242 #32 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=178 influence area=714 max LLR=40 Reducible Loading Reduction=18.8 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=263 #33 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=117 influence area=387 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=271 #34 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=212 influence area=849 max LLR=40 Reducible Loading Reduction=23.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=275 #35 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=159 influence area=636 max LLR=40 Reducible Loading Reduction=15.5 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=275 #36 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Using Calculated LLR Parameters trib area=47.6 influence area=191 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0 Precomp.=240 Design Strip: Punching Checks; Punching Check Numbers; Punching Check Criteria; Punching Check Precompression; Punching Check LLR Parameters; Punching Check Sections; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 25 Appendix 7.9.1-274 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 7 7 7 7 7 7 7 7 7 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5.5 5.5 5.5 3.5 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 4 4 4 4 4 4 4 4 4 3.5 4 4 4 3.5 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 4 4 4 4 3.5 4 4 4 4 3.5 4 4 4 4 4 4 4 4 4 4 4 3.5 4 4 4 4 4 4 4 3.5 4 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 4 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 5.5 5.5 5.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5.5 5.5 5.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.5 3.5 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 5.5 5.5 5.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 3.5 3.5 3.5 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.4S F=64.3 2.4S F=64.3 2.3S F=61.6 2.4S F=64.3 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.1S F=56.2 1.8S F=48.2 2.3S F=61.6 2.4S F=64.3 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.4S F=64.3 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 2.4S F=64.3 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.4S F=64.3 2.1S F=56.2 2.1S F=56.2 2.1S F=56.2 2.4S F=64.3 2.4S F=64.3 2.4S F=64.3 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.4S F=64.3 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 2.3S F=61.6 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 2.5S F=66.9 1.8S F=48.2 2.5S F=66.9 2.5S F=66.9 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 2.5S F=66.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 2.3S F=61.6 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 1.8S F=48.2 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.7S F=72.3 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.2S F=58.9 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 2.3S F=61.6 Manual Latitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; Mesh Input: Beams; Walls Above; Walls Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Jack Region; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Manual Latitude Tendon: Standard Plan Manual Latitude Tendon: Standard Plan - 26 Appendix 7.9.1-275 3.5 6 1.75 7 1.75 7 5 5 3.5 3.5 6 1.75 7 1 7 5 5 3.5 4 4 4 3.5 7 5 6 3.5 1 4 4 1 7 5 6 3.5 3.5 4 4 4 3.5 6 1.75 7 1.5 6.5 5 6 3.5 3.5 6 1.75 7 1.5 6.5 5 6 3.5 3.5 6 1.75 7 1 7 5 5.5 3.5 4 4 4 3.5 7 5 5.5 3.5 1 4 6 1 10 5 9 3.5 6 6 6 6 6 1.75 11 1 11 6 6 6 6 6 1.75 11 1.75 11 6 6 6 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 10S F=268 10S F=268 10S F=268 10S F=268 18S F=482 18S F=482 18S F=482 18S F=482 8S F=214 8S F=214 18S F=482 18S F=482 18S F=482 18S F=482 10S F=268 10S F=268 10S F=268 10S F=268 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 28S F=750 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 18S F=482 7S F=187 7S F=187 7S F=187 7S F=187 18S F=482 18S F=482 18S F=482 18S F=482 11S F=295 6S F=161 18S F=482 18S F=482 18S F=482 18S F=482 12S F=321 12S F=321 12S F=321 33S F=884 33S F=884 33S F=884 33S F=884 33S F=884 33S F=884 33S F=884 33S F=884 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 14S F=375 Manual Longitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Mesh Input: Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: SSS Balance Percentages; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 27 Appendix 7.9.1-276 349 349 349315 315 315 315 315 316 316276 276 276 276 276 276 276 276 307 307268 268 268268 268 268 268 268 268 268 263 263 262 257 278 269 268 268 357 357357 357327 327 327 327 327 327 327 327 327 328 328 327 257 257 257 257 322 323 307 309 310 310 334 349 349 349 350 326 326 326 326 326 326 315 315 315 315 315 315315 315 303 303 303 303 303 303 303 303 294 294 202 202 202 202 202202 202 327 327 327 327 327 327 327 327 327 327 246 246 246 223 223 223 223 314 314 259 258 258 258 232 232 232 232 232 232 232 232 232 232 232 232 232 232232 232 348 348 321 321 321 321 321 321 321 321 348 348 329 265 254 254 254 256 256 256 256293 293 197 212188 185 185 185 185 128 150 149 149 179 178 179 178 178 178 178204 204 197 197 173 173 173 173 173 173 173 137 137 137 137 137 137 174 174 179202 189 327 273 267 267 267 267 267 267 267 267 267 268 269 269 269307 307 317 317 277 277 277 277 277 277 277 277317 317 292 245 242 242 242 244 244 244 244279 279 304 336 294 262 262 165 165 164 246 245 245 245 245 244 244279 279 131 131 131 131 131 131 131 131 131 154 154 154 153 142 141 142 141 141 141 170228 228 291 291 291 293 293 293 295 295 295 295 295 295 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 350 350 300 300 300 300 300 300 350 350 350 350 300 300 300 300 300 300 350 350 350 350 300 300 300 300 300 300 350 350 350 350 300 300 300 300 300 300 350 350 350 350 300 300 300 300 300 300 350 350 350 350 300 300 300 300 300 300 350 350 350 350 300 300 300 300 300 300 350 350 350 350 300 300 300 300 300 300 350 350 300 300 300 300 300 300 300 300 350 350 300 300 300 300 300 300 300 300 300 300 300 300 User Minimum Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 User Minimum Design - Section Analysis Plot: (Precompression)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 User Minimum Design: Precompression Plan User Minimum Design: Precompression Plan - 28 Appendix 7.9.1-277 1C-1 OK 1C-2 OK 1C-3 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3C-5 OK 3C-6 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5R-2 OK 5C-3 OK 5C-4 OK 5C-5 OK 6L-1 OK 6C-1 OK 6R-1 OK 6L-2 OK 6C-2 OK 6R-2 OK 7C-1 OK 7C-2 OK 8L-1 OK 8C-1 OK 8R-1 OK 9L-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12C-1 OK 12C-2 OK 12C-3 OK 13C-1 OK 13C-2 OK 13C-3 OK 14C-1 OK 14C-2 OK 14C-3 OK 14C-4 OK 14C-5 OK 14C-6 OK 15C-1 OK 15C-2 OK 15C-3 OK 15C-4 OK 15C-5 OK 15C-6 OK 16L-1 OK 16C-1 OK 16R-1 OK 17C-1 OK 18L-1 OK 18C-1 OK 18R-1 OK 19C-1 OK 19C-2 OK 20C-1 OK 20C-2 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 22C-1 OK 22C-2 OK 22C-3 OK 22C-4 OK 22C-5 OK 23C-1 OK 23C-2 OK 23C-3 OK 23C-4 OK 23C-5 OK 24C-1 OK 25C-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 26C-4 OK 26C-5OK 27C-1 OK 27C-2 OK 27C-3 OK 27C-4 OK 27C-5 OK 28C-1 OK 28C-2 OK 28C-3 OK 28C-4 OK 28C-5 OK 29C-1 OK 29C-2 OK 29C-3 OK 29C-4 OK 29C-5 OK 30C-1 OK 30C-2 OK 30C-3 OK 30C-4 OK 30C-5 OK 31L-1 OK 31C-1 OK 32L-1 OK 32C-1 OK 32R-1 OK 33C-1 OK 33L-2 OK 33C-2 OK 33C-3 OK 33C-4 OK 33C-5 OK 33C-6 OK 34C-1 OK 34C-2 OK 34C-3 OK 35C-1 OK 35C-2 OK 35C-3 OK Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Service Design: Status Plan Service Design: Status Plan - 29 Appendix 7.9.1-278 -322-334 -106 -173 -223 -110 -119 32.2 -393 442 -298-299 -37 -93 -160 -93.9 -31.9 -370 182 -299-302 -41.4 -98.2 -165 -73.2 -1.76 -274 -241 -241 55.8 64.9 -200 -147 -157 137 194 -195 301 405 -270 -317-322 -139 -189 -275 -75.5 152 -281 258 249 -212 285 370 -236 375 442 -376 -143 -159 -39 276 46.3 78.4 0 0 -2.08 -32.1-29.5 -36.4 8.25 317 -189 252 390 -222 -133 -8.09 -30.9 -89 -2.25 -10.2 -76.4 24.1 -16 655 -18.2 757 107 80.1 750 407 -259 242 363 -292 25.3 0.57518.1 -24 -59.5-44.6 64.3 26.549.4 35.6 1736.6 70.1 3356.8 82 57.574.7 -28 -54.3-35.4 -20.7 -57.7-30.2 -10.8 -29.2-7.39 -73.4-108-107-113-81.9 -101 -132-109 -87.7 -110-93.4 -281 386 229 -72.9 -69.8 -237 64.3 -51.3 -45.8 -105 39.3 -233 358 196 -40.9 -17 -190 39.8 -27.2 -9.27 -75.7 2.76 -302 308 150 -89.1 -76.7 -250 52.7 -29.4 -52.8 -31.1 -94.6 -30.5 -275 -116 -129 133 4.57 -414 265 155 -281 -140 -379 419 290 -311 196 -81.8 -136 -98.7 -146 -121 126 -327 339 141 -345 324 73.3 -235 -143 0 01620 -15.4 0 0 -131 -31.2 -55.1 -52 -198 -92.1 0 0 -19 -200 -68-116 1270 0 0 429 -433 22.2 -90.1 -73.2 -276 -185 181 -446 127 80.3 -306 -130 -332 -325 -439 -333 270 -339 438 368 -186 -160 -270 262 -48.1 -342 -121 -165-320-317-339 -305 -314 -294-302 -89.2 288 -295 303 247 -254 144 -45.9 -233 -42.4 -36.6 -285 -258 -182-185 141 117 -53.9 -46.4 -106 301 423 -304 120 5.43 -152 -12.9 -35.5 -196 -179 515 -230 222 843 -90 248 -175 -192 -34.6 -10.9 -151 5.23 125 -327 336 230 -44.4 -41.8 -48.1 -13.8 -62.9 -24.6 -29 93.5 12313.3 14.7 -177 -310 -293-306 -299 -312-161 86.2 -318 144 115 -296 57.7 -76.3 -259 -148 -241-393 -270 -266 -315-311-352-214 50 -344 115 109 -293 61.8 -91.2 -276 -162 -258-415 -279 -245 -280 -98.3 100 -285 113 48.3 -240 -20.4 -146 -242 -119 -130-276-269-280 -246 -279 -302 -127 -37 -44.1 -44 -133 -9.62 -38 -0.619 -123 218 -265 -42.9 -130 -229 -101 -114-259-257-275 -245 0.936 -25.5 -157 64.7 399 -77.8 -52.7 -152 226 444 -207 355 314 -277 426 203 -74.4 -53.2 -83 -54 -12.6 -108 0 0 -482 141 19.1 -37.5 5.46 -54 39.1 272 -289 83.8 -54 -0.0711 -152 -86.3 -75.1-53.9 -209 -199 167 -513 325 288 -479 191 -54.6 -306 -203 141 -573 298 329 -578 144 -161 -147 -375 -276 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 152 152455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Service Design: Top Stress Plan Service Design: Top Stress Plan - 30 Appendix 7.9.1-279 -323-349 -255-327 -300 -272 -352 -295 -373 -2.5 -648 -300-321 -272-339 -327 -256 -330 -348 -110 -596 -300-321 -262-337 -285 -234 -288 -290 -181 -188 -123 -194 -186 -313 -305 -177 -190 -134 -154 -142 -269 -297 2.67 -341 -425 201 -318-344 -278-331 -295 -274 -343 -340 -380 -21.5 -404 -386 -23.3 -382 -425 66.9 -445 -532 172 -146 -207 -51.6 -25.2 -162 0 0 -145 -4.61 -273 23.4 -275 -366 241 234 279 198 48 270 217 10.4 194 115 202 -241 309 -322 471 -366 -415 41.6 -336 -409 194 485 509484 436 590 517 640 672643 539 571543 584606601604585 528 558533 437 468437 479499489492471 482 511483 557 609560 462 483461 407 427409 219 -388 -279 9.96 -156 -151 -174 -136 -235 234 -348 -232 -10.2 -37.4 -25.7 -108 -117 -128 -112 -149 164 -401 -274 -166 -176 -52.2 -207 -201 -174-189 -174 -178 -77.4 -330 -285 -405 -228 -107 -109 114 -463 -399 -101 -195 170 -522 -407 36.3 -372 -282 -317 -268 -357 -28.2 -474 -377 265 -586 -429 -117 -192 0 0 -647 617 0 0 41 -119 -97.1 -278 -265 -348 0 0 410 550 328354 -602 0 0 -656 119 -412 -337 -361 -199 -242 -584 45.4 -470 -448 -109 -255 -328 -138 -158 -112 -353 -269 -290 5.18 -303 -271 -372 -295 -214 -268 -38.1 -268 -212 -290 -301 -329 -177 -331 -321-261 -344 -311 -306 -192-229 -436 99.7 -402 -301 12.2 -300 -291 -130 -335 -330-262-292 -260 -177 -324-279-338 -270 -42 -119 -12.5 -382 -468 99.8 -314 -260 -74.7 -247 -195-143-202 -182 -672 518 -349 -563 507 -501 -174 -191 -134 -187 -239 -72.2 -268 -330 83.7 -531 -443 4.68 -261 -331-256 -299 -170 -310 -196-240 -431 -2.79 -425 -350 -43.8 -355 -322 -159 -288 -165-99.4 -289 -273 -272 -305 -160-201 -410 -19.7 -421 -366 -59.8 -369 -327 -161 -293 -173-103 -300 -282 -252 -288 -205-251 -405 29.1 -381 -273 -105 -262 -259 -149 -281 -231-166 -268 -249 -275 -290-279-342 -246 -107 -116 -88.8 -103 -91.3 -160 -429 -48.3 -174 -172 -227 -233 -134 -288 -248-183 -273 -249 45.1 53.3 -62.7 -212 -480 423 -509 -183 81.8 -273 -311 330 -475 -73.4 -19.9 -39 -8.4 -149 0.689 0 0 337 -386 -77 -41.6 -252 -509 138 -328 -184 -207 -31.2 -138 -193-271 -202 -556 143 -596 -563 98 -545 -363 -192 -312 -600 -1.53 -802 -847 14.9 -728 -476 -505 -243 -260 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 152 152 455455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 152 152455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 152 152 455455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455455 152 152 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 31 Appendix 7.9.1-280 0.291 -46.1 -56.6 -45.5 -145 -165 219 -69.4 -0.148 -47.5-47.2-60.7 -76.9 -42.9 -156 -161 291 -110 0.179 -33.1-32.6-46.4 -49.6 -31.3 -109 -108 209 -117 -109 167 -112 -117 220 -168 -192 125 -0.0101 -32.6 -39.2 -35.8 -83.2 -86.2 136 -94.3 -93.2 133 -95.2 -101 150 -120 -134 80.5 -49 57 -26.2 -4.28 -18.4 0 0 64.8 -49.8 -79.4 342 -233 -265 177 17.9 21.3 13.3 2.21 13.7 10.9 1 15.6 7 11.5 -18.2 16.6 -19.3 3.07 -3.07 -32 261 -190 -210 123 78.8 83.578.6 10.614.4 12.7 35.5 38.536 90 96.190.2 12.7 13.512.8 78.4 84.379.3 35.4 38.635.7 11.1 11.811.1 81.7 86.881.4 31.8 35.532.1 12.2 12.912.2 37.6 39.437.8 125 -198 -170 204 -93.8 -94.9 6.13 -5.89 177 -261 -221 293 -83.1 -88.8 14.7 -37.4 124 -197 -163 224 -41.9 -47.6 5.73 -65.9 -57.2 180 -158 -257 534 -342 -306 79.8 12.6 80.3 -133 -114 142 -52.6 -44 -8.92 -51.7 -61 135 -118 -176 233 -175 -142 19.8 2.93 0 0 -41.3 27.7 0 0 -25.7 109 -97 0 0 37.4 59.3 4547.736.937.9 -50.4 0 0 -149 436 -302 -264 34.4 9.96 -290 722 -502 -475 120 -10.4 0.415 -32.1 -58.7 140 -97.2 -88.1 131 -83.8 -89.7 -11.2 -32.8 -29.2 -0.0645 1.12 -54.1 -105 196 -138 -115 220 -110 -112 -7.21 -52.6 -43.6 0.176 0.652 -16.2 -13.5-21.5 -16.6 14.8 -6.03 -2.98 -29.6 -57.9 248 -137 -126 -9.05 -94.3 -68.3 0.0184 -50.5 67.4 -25.7 -25 63.4 -37.2 0.518 -67.2 -94 -6.66 -129 -143 253 -56.8 -31.6 22 -13.1 -19.7-11-15.4 1.05 0.123 -86.4 -150 259 -206 -180 280 -158 -154 -35.6 -124 -69.1 0.0445 -0.261 -74.4 -137 263 -196 -178 275 -159 -151 -34.3 -123 -71.2 -0.0336 -0.368 -63.1 -101 168 -130 -100 194 -102 -104 -16.7 -63.9 -42.7 0.0379 0.301 1.190.0926 0.6510.203 -4.37 2.27 -2.57 -1.3 -2.55 6.93 -7.38 184 -104 -108 -19 -66.8 -48.4 -0.0455 0 0 0.71 0 0 0.683 -0.631 -33.5 56.3 -32.9 -3.43 5.71 -3.7 -18.1 44.8 -26.2 -0.73 1.67 1.34 1.66 0 0 -4.68 60 0 0 113 -35 27.1 43.3 8.65 9.47 -17 -15 -63.1 433 -170 -102 67.5 -78.2 -64.1 0.162 -101 593 -479 -456 640 -441 -346 59.9 -5.93 -44.1 245 -223 -231 265 -203 -159 19.8 9.88 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Max Moment) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Strength Design: Max Bending Moment Plan Strength Design: Max Bending Moment Plan - 32 Appendix 7.9.1-281 -1.06 -128 -112 -91.8 -227 -288 136 -239 -1.2 -172 -158 -126 -264 -311 161 -336 -0.932 -125 -110 -84.8 -194 -236 108 -251 -230 86.7 -238 -259 109 -322 -348 13.5 -0.546 -79.7 -70.3 -52.8 -134 -190 71.6 -207 -204 65.6 -208 -224 72.9 -246 -250 15 -90.4 37.4 -72.1 -27.9 -54.3 0 0 43.4 -95.2 -334 195 -436 -488 8.95 9.82 3.77 1.65 4.78 2.21 0.661 5.4 0.951 4.42 -46.7 5.49 -52 0.882 -8.56 -222 169 -339 -371 13.3 6.88 107.67 1.442.21 1.92 5.237.18 6.15 4.93 7.685.13 0.98 1.431.13 5 8.225.8 5.23 6.845.61 1.6 2.011.66 8.15 10.98.1 7.04 8.577.36 2.21 2.712.32 5.94 7.416.35 15.4 -359 -319 104 -217 -159 -28.2 -70.4 9.68 -485 -424 147 -246 -186 -43.4 -119 13.5 -348 -305 123 -160 -115 -49 -118 -147 108 -304 -475 305 -614 -507 31.2 -52.3 15.5 -246 -229 77 -154 -90 -39.9 -97 -157 73.7 -234 -313 143 -291 -205 9.42 -15.7 0 0 -109 9.76 0 0 -44 86.1 -141 0 0 9.48 21.1 8.6112.1 -152 0 0 -391 281 -452 -367 3.28 -41.1 -690 433 -804 -717 41.3 -101 -0.605 -88.3 -192 52 -245 -237 43.1 -221 -153 -39.5 -75.5 -70.1 -0.749 -0.625 -132 -244 92.8 -293 -286 103 -261 -182 -50.3 -104 -106 -0.831 0.0453 -47 -41.9-63.3 -56.1 -12.2 -27.6 -25.1 -117 -241 143 -252 -197 -72.1 -156 -150 -1.02 -122 23.4 -95.2 -70.2 21.8 -135 -0.616 -152 -157 -72.8 -201 -259 146 -243 -127 -19 -22 -21 -21.1 -9.73 -58.2 -66.1-42.3 -47.6 0.0133 -1.38 -182 -290 141 -373 -376 144 -317 -241 -104 -187 -156 -1.31 -1.4 -164 -280 139 -369 -376 140 -318 -237 -100 -183 -152 -1.27 -1.01 -130 -191 97.1 -237 -236 98.2 -216 -160 -56.5 -105 -105 -0.914 -0.104 -14 -11.7-17 -13.9 -1.03 -11.2 -7.22 -13.3 -8.87 -12.2 -164 116 -184 -148 -55.3 -107 -107 -0.932 0 0 0.209 0 0 0.323 -2.62 -102 17.9 -123 -12.8 1.87 -12.1 -84.2 10.1 9.03 11.5 -85.2 -7.37 0.367 -0.667 0.388 0 0 -32.2 12.7 0 0 61.9 -93.2 -46.4 -19.5 -41.6 -26.9 -84.7 -270 279 -323 -205 -18.7 -150 -141 -1.26 -312 394 -783 -768 415 -707 -496 8.76 -60.9 -139 161 -370 -395 161 -344 -234 11 -8.35 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Bending)(Context: Min Moment) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Strength Design: Min Bending Moment Plan Strength Design: Min Bending Moment Plan - 33 Appendix 7.9.1-282 5.4 46.1 46 12.2 9.97 50.1 -17.3 -30.8 74.7 7.28 37 3759.959.8 14.9 11 63.6 -26.3 -39.5 94.4 5.03 27.627.645.645.6 11.5 8.42 48.4 -14.3 -27.1 71.2 -17.5 -26.3 62.2 -18.8 -26.4 77.6 -14 -28.2 -7.26 3.56 28.3 3.59 27.4 -7.04 -19.9 49.9 -5.54 -19.7 49.5 -5.95 -20.5 55.7 -7.9 -17.9 -5.4 -8.18 -13.3 -1.17 9.91 5.42 34.1 0 0 12 23.6 -33.2 -35.7 104 -24.9 -37.9 -9.82 0.443 -0.0415 4.36 3.64 -1.16 -1.16 1.86 -1.6 -1.6 5.08 1.76 13.6 3.27 14.4 0.139 2.18 -26.3 -27.7 80 -18.2 -29.5 -8.16 -2.44 4.564.56 -0.278-0.366 0.6590.659 -1.55 2.672.67 -1.93-1.93 5.525.52 -0.273-0.273 0.7330.733 -2.13-2.13 4.864.86 -1.02-1.04 2.482.44 -0.271-0.271 0.7140.714 -1.96-1.96 4.844.84 -0.946-1.03 2.432.29 -0.393 0.765 -1.16 2.47 15.8 73.4 -13.6 -32.3 72.1 -16.8 25.6 21.7 101 -21.6 -43.3 96.2 -15.1 -15.5 39.5 15.5 73.2 -16 -33 69.1 -5.89 -6.85 34.8 -7.64 -22 66.3 -37.5 -61.9 189 -43.3 -58.6 69.2 11 48.4 -2.89 -21.9 51.5 -2.21 -4.71 22.4 -5.95 -18.2 48 -21.6 -35.8 73.7 -21.3 -24.3 17.8 0 0 -11 -2.05 0 0 -9.09 -12.5 35.6 0 0 -4.1 19.511.4 43.2 0 0 -51.1 138 -42.3 45.3 -82.3 235 -86.8 -92.8 104 2.98 27 -6.52 -11.9 57 -11.3 -14.2 59.5 -8.77 23.3 -6.35-6.36 -4.45-4.89 -0.694 4.62 49.2 -25.6 -28.9 79 -21.8 -27.4 70.2 -15.1 36 -14.4 -1.03 1.76 31.6 -10.4 0.358 -0.135 9.46 2.87 10.3 6.19 9.26 8.39 24.8 -17.6 -25.9 90.9 -17.5 45.7 -21.2-21.2 -1.58 -8.61 11.2 7.37 20.8 -6.37 34.5 5.55 49.3 -10.5 -10.6 54.9 -47.4 124 16.4 -4.6 0.158 -0.478 6.85 6.49 43.5 -7.34-8.52-2.18 -2.41 0.297 7.92 57.2 -36.4 -39 96.1 -33.9 -35.8 84.8 -23.8 48.3 -21.9-21.9 -0.807 5.62 50.3 -36.2 -38 92.8 -34.2 -36.1 83.3 -23.6 47.2 -21.4-21.4 -0.879 3.93 39 -24.4 -27.9 66 -20.1 -22.5 58.6 -16.5 30.2 -12.6-12.6 -0.894 0.779 6.47 -4.62 7.81 2.74 7.05 5.5 9.23 4.14 -8 -18.2 66.7 -12.5 30 -12.6-12.6 -1.13 0 0 0.177 0 0 0.838 -6.62 29 -1.14 3.92 -3.56 15.3 -0.309 0.45 -0.0814 0.496 0 0 -6.52-2.5-7.91 -6.9 0 0 17.8 16.6 55.6 -3.05 13.8 4.77 11.9 7.24 15.7 -35.2 -43.5 117 -31.2 70.4 -19.1 -1.66 -75.7 213 -104 190 -76.8 59.7 -22.5 -25.5 90.6 -44.5 94.2 -25.7 15.1 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Max Shear) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Strength Design: Max Shear Plan Strength Design: Max Shear Plan - 34 Appendix 7.9.1-283 2.32 6.08 5.914.711.2 -29.7 13.5 13.5 -81.4 27.6 26 3.35 13.713.719.719.7 -46.7 13 12.1 -99 36 2.43 9.479.4713.813.8 -34.9 9.56 -77.9 29 18.1 -61.1 26.8 19.3 -71.5 32.6 15 -72.9 -15.3 1.84 9.046.4 -17.8 8.53 -55.5 20.8 9.79 -50 19.8 10.8 -54.6 20.8 3.38 -48.5 -11.1 -23.1 -6.62 -18.7 9.01 0 0 2.66 11 6.34 -96.3 47 24.3 -100 -21.9 -2.39 -3.64 1.76 1.37 -4.11 -4.11 1.08 1.08 -5.25 -5.25 1.65 0.941 5.08 1.29 5.08 -0.0374 0.717 -78.7 37.8 18.1 -74.4 -16.7 -5.11 1.951.95 -0.669-0.87 0.2020.202 -3.34 0.9260.926 -5.63-5.63 1.941.94 -0.811-0.811 0.1970.197 -5.27-5.27 1.731.73 -2.58-2.64 0.910.892 -0.729-0.729 0.2610.261 -4.73-4.73 2.112.11 -2.44-2.6 0.9060.839 -0.835 0.343 -2.66 1.01 7.33 26.5 10.9 -73.7 26.5 13.4 -41.3 0.883 9.53 37.9 24.7 -100 31 11.7 -53.2 -0.64 -2.93 7.42 27.4 15.2 -75.1 22.8 7.28 -35.4 8.58 5.76 -57.5 34 -134 83 44.8 -133 3.28 5.2 17.7 2.92 -52.8 17.6 5.38 -21.2 6.2 3.32 -51.5 22.6 16.5 -74.2 40.4 30.5 -39.2 4.65 0 0 -30.3 -5.34 0 0 -21.3 24.3 0 0 -14.7 8.343.78 13.4 0 0 -103 69.1 57.4 -93.1 3.82 -168 118 81.1 -185 22.9 1.45 1.11 3.693.55 4.87 4.8 -59.1 15.4 14.1 -56.3 14.5 8.29 -32 -0.798 -2.94 -20.9-21.3 -2.35 2.35 10.2 10.215.8 -81.8 29.8 25.9 -86 25.8 25 -47.8 2.49 1.69 -35.8 -3.42 0.401 2.771.49 10.6 -28.2 -3.59 -5.06 0.0389 -4.98 4.75 -3.93 -0.906 -8.44 -120 47.1 -53.5 10.5 9.99 -48.1-48.1 -5.59 -23.7 3.19 -1.11 2.56 -15.9 10.8 1.41 21.8 -46.9 17.7 -89.8 27.1 17.4 -22.9 -9.19 -17.1 17.5 -30.9-17.9-18.1 -3.31 4.46 4.07 26.3 -85.8 41.9 39 -107 36.9 -57.9 9.87 -49.8-49.8 -5.99 0.352 22 -79.4 40.5 37.2 -105 38.8 36.9 -56.8 9.93 -48.7-48.7 -5.83 0.912 18.5 -58.8 29.1 25.5 -72.5 24.6 22.3 -39.6 2.94 0.301 -35 -3.45 -0.103 0.611 0.0974 -9.07 -6.11 -6.52 0.628 -5.03 2.99 -6.74 -89.5 31.9 -36 5.38 4.53 -35.1-35.1 -3.69 0 0 0.0385 0 0 0.22 -20.8 4.58 2.96 9 -4.39 0.701 0.555 1.22 -18.3 0.486 -3.5 4.63 -2.89 -0.0169 -0.247 0.0815 0 0 -24.9-12-32.7 -26 0 0 1.56 16.8 -15.7 4.56 -7.87 -3.85 -30.6 -160 61.2 -77.1 18.8 -48.4-48.4 -5.1 -150 126 -189 107 -132 16.8 -69.2 43.5 -98.1 41.6 35 -44.1 4.28 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:500 Strength Design - Envelope Plot: (Vertical Shear)(Context: Min Shear) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Strength Design: Min Shear Plan Strength Design: Min Shear Plan - 35 Appendix 7.9.1-284 1C-1 OK 1C-2 OK 1C-3 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3C-5 OK 3C-6 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 4C-6 OK 5C-1 OK 5C-2 OK 5R-2 OK 5C-3 OK 5C-4 OK 5C-5 OK 6L-1 OK 6C-1 OK 6R-1 OK 6L-2 OK 6C-2 OK 6R-2 OK 7C-1 OK 7C-2 OK 8L-1 OK 8C-1 OK 8R-1 OK 9L-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12C-1 OK 12C-2 OK 12C-3 OK 13C-1 OK 13C-2 OK 13C-3 OK 14C-1 OK 14C-2 OK 14C-3 OK 14C-4 OK 14C-5 OK 14C-6 OK 15C-1 OK 15C-2 OK 15C-3 OK 15C-4 OK 15C-5 OK 15C-6 OK 16L-1 OK 16C-1 OK 16R-1 OK 17C-1 OK 18L-1 OK 18C-1 OK 18R-1 OK 19C-1 OK 19C-2 OK 20C-1 OK 20C-2 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 21C-5 OK 22C-1 OK 22C-2 OK 22C-3 OK 22C-4 OK 22C-5 OK 23C-1 OK 23C-2 OK 23C-3 OK 23C-4 OK 23C-5 OK 24C-1 OK 25C-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 26C-4 OK 26C-5OK 27C-1 OK 27C-2 OK 27C-3 OK 27C-4 OK 27C-5 OK 28C-1 OK 28C-2 OK 28C-3 OK 28C-4 OK 28C-5 OK 29C-1 OK 29C-2 OK 29C-3 OK 29C-4 OK 29C-5 OK 30C-1 OK 30C-2 OK 30C-3 OK 30C-4 OK 30C-5 OK 31L-1 OK 31C-1 OK 32L-1 OK 32C-1 OK 32R-1 OK 33C-1 OK 33L-2 OK 33C-2 OK 33C-3 OK 33C-4 OK 33C-5 OK 33C-6 OK 34C-1 OK 34C-2 OK 34C-3 OK 35C-1 OK 35C-2 OK 35C-3 OK 1 OK (non-standard section) 2 OK (non-standard section) 3 OK (non-standard section) 4 OK (non-standard section) 5 OK with SSR (non-standard section) 6 OK with SSR 7 OK with SSR 8 OK (non-standard section) 9 OK 10 OK (non-standard section) 11 OK with SSR 12 OK (non-standard section) 13 OK with SSR (non-standard section) 14 OK with SSR 15 OK with SSR 16 OK (non-standard section) 17 OK with SSR (non-standard section) 18 OK with SSR 19 OK with SSR 20 OK (non-standard section) 21 OK 22 OK 23 OK 24 OK (non-standard section) 25 OK 26 OK (non-standard section) 27 OK with SSR (non-standard section) 28 OK (non-standard section) 29 OK with SSR 30 OK with SSR 31 OK with SSR 32 OK 33 OK (non-standard section) 34 OK 35 OK 36 OK (non-standard section) Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; User Notes; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Status: Status Plan Design Status: Status Plan - 36 Appendix 7.9.1-285 #5x12@12T (7)#5x20T (7)#5x20T (7)#5x20T (7)#5x20T #5x12@12T #5x15@12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T #5x15@12T #5x12@12T (9)#5x12T (13)#5x12T (7)#5x12T (11)#5x12T #5x12@12T (9)#5x12T (13)#5x12T (11)#5x12T (7)#5x12T (7)#5x12T (7)#5x12T (7)#5x25T (7)#5x25T #5x12@12T #5x15@12T (11)#5x12T (11)#5x12T #5x15@12T #5x12@12T (11)#5x25T (11)#5x25T (11)#5x25T (11)#5x25T (7)#5x25T (7)#5x15T (7)#5x12T (7)#5x15T (7)#5x15T (7)#5x25T #5x12@12T (7)#5x25T #5x12@12T #5x15@12T (7)#5x25T (7)#5x15T (7)#5x15T (7)#5x25T #5x12@12T (7)#5x15T (7)#5x15T (7)#5x25T #5x12@12T (7)#5x25T (7)#5x15T (7)#5x15T (7)#5x25T #5x15@12T #5x12@12T (11)#5x25T #5x12@12T (11)#5x12T (11)#5x25T (11)#5x12T (11)#5x25T (11)#5x12T (11)#5x12T 3 #5 T. 4 #5 T. 4 #8 T. 5 #5 T. 5 #5 T. 4 #5 T. 3 #5 T. 5 #5 T. 5 #5 T. 4 #5 T. 4 #5 T. 5 #5 T. 5 #5 T. 5 #5 T. 4 #5 T. 2 #5 T. 1 #5 T. 1 #5 T. 10 #5 T. 3 #5 T. 2 #5 T. 4 #5 T. 7 #5 T. 11 #5 T. 3 #5 T. 2 #6 T. 4 #9 T. 4 #9 T. 4 #9 T. 1 #9 T. 2 #6 T. 2 #6 T. 2 #6 T. 1 #5 T. 3 #9 T. 2 #6 T. 3 #6 T. 1 #6 T. 2 #6 T. 3 #5 T. 3 #5 T. 2 #9 T. 2 #6 T. Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 37 Appendix 7.9.1-286 #5x6@12B #5x10@12B #5x6@12B #5x10@12B #5x12@6B #5x12@6B #5x12@6B #5x6@12B #5x10@12B #5x10@12B #5x6@12B #5x30@12B #5x10@12B #5x10@12B #5x6@12B (4)#5x20B #5x7.5@6B #5x7.5@6B 1 #8 B. 9.5.2 9.5.2 9.5.2 5 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 3 #5 B. 2 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.5.2 1 #5 B. 3 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.5.2 1 #5 B. 4 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.5.2 5 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 4 #5 B. 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 2 #5 B. 8.5.2 8.5.2 8.6.1.1 8.6.1.1 4 #5 B. 8.6.1.1 7 #5 B. 8.6.1.1 8.5.2 8.5.2 3 #5 B. 8.6.1.1 8.6.1.1 4 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 9 #5 B. 8.5.2 8.5.2 8.5.2 8.5.2 8.5.2 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 3 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 1 #8 B. 2 #8 B. 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.3.3.1 2 #8 B. 3 #8 B. 9.5.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.5.2 9.5.2 9.5.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.3.3.1 1 #5 B. 1 #5 B. 8.6.1.1 8.6.1.1 8.3.3.1 1 #9 B. 3 #9 B. 9.6.1.1/9.6.1.2 9.7.2.2 9.7.2.2 9.7.2.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.3.3.1 2 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.3.3.1 4 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.3.3.1 2 #5 B. 8.3.3.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 8.6.1.1 3 #5 B. 8.6.1.1 8.6.1.1 8.6.1.1 2 #9 B. 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 9.6.1.1/9.6.1.2 Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Span Design Bar Controlling Criteria; Latitude DS Designs; Longitude DS Designs; DS Design Status; DS Design Bottom Bars; DS Design Controlling; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflection Check Status; Deflection Check Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Status: Bottom Reinforcement Plan Design Status: Bottom Reinforcement Plan - 38 Appendix 7.9.1-287 1 OK (non-standard section) USR=0.932 2 OK (non-standard section) USR=0.857 3 OK (non-standard section) USR=0.865 4 OK (non-standard section) USR=0.441 5 OK with SSR (non-standard section) RSR = 0.589 (USR=1.13) 6 OK with SSR RSR = 0.571 (USR=1.04) 7 OK with SSR RSR = 0.55 (USR=1) 8 OK (non-standard section) USR=0.682 9 OK USR=0.958 10 OK (non-standard section) USR=0.666 11 OK with SSR RSR = 0.526 (USR=1.03) 12 OK (non-standard section) USR=0.711 13 OK with SSR (non-standard section) RSR = 0.564 (USR=1.07) 14 OK with SSR RSR = 0.595 (USR=1.1) 15 OK with SSR RSR = 0.567 (USR=1.08) 16 OK (non-standard section) USR=0.748 17 OK with SSR (non-standard section) RSR = 0.574 (USR=1.1) 18 OK with SSR RSR = 0.596 (USR=1.09) 19 OK with SSR RSR = 0.588 (USR=1.1) 20 OK (non-standard section) USR=0.748 21 OK USR=0.919 22 OK USR=0.908 23 OK USR=0.856 24 OK (non-standard section) USR=0.621 25 OK USR=0.745 26 OK (non-standard section) USR=0.619 27 OK with SSR (non-standard section) RSR = 0.715 (USR=1.17) 28 OK (non-standard section) USR=0.617 29 OK with SSR RSR = 0.993 (USR=1.37) 30 OK with SSR RSR = 0.985 (USR=1.44) 31 OK with SSR RSR = 0.99 (USR=1.51) 32 OK USR=0.64 33 OK (non-standard section) USR=0.679 34 OK USR=0.826 35 OK USR=0.697 36 OK (non-standard section) USR=0.271 12.2 150150204204205 67.665.965.9 12.2-47 169169211211 -5.04-5.04 -47 Max Stress=205 Design Strip Max Fz Max Stress=211 Design Strip Max Mr 130 117117175175177 189187187 130153 14.814.846.446.4 185185 153 Max Stress=189 Design Strip Max Fz Max Stress=185 Design Strip Min Mr 140 55.155.1104104105 190189189 140144 -0.164-0.16441.641.6 186186 144 Max Stress=190 Design Strip Max Fz Max Stress=186 Design Strip Min Mr 9.89 27.727.795.195.197.2 79.477.377.3 9.8912.2 7899.5 33.733.7 12.24 26.326.382.482.4 60.160.1 4 Max Stress=97.2 Design Strip Max Ms Max Stress=99.5 Design Strip Max Mr Max Stress=82.4 Design Strip Max Ms 97 288288194194 3.23.2 97 Max Stress=288 Design Strip Max Fz 140 256256176176 60.160.1 140 Max Stress=256 Design Strip Max Mr 246 11511548.448.4 180180 246 Max Stress=246 Design Strip Max Fz 93 89.7 89.7 33.6 33.6 90.5 90.5 147 147150 144 56.2 56.2 55.8 55.8 143 143 144 Max Stress=150 Design Strip Min Ms Max Stress=144 Design Strip Max Fz 91.3 111 111 223 223 204 204 91.3 Max Stress=223 Design Strip Max Fz 127 128 128 146 146 94.3 94.3 76.2 76.2 75.1 67.8 133 133 147 147 82.1 82.1 67.8 Max Stress=146 Design Strip Max Mr Max Stress=147 Design Strip Max Mr 116 85.6 85.6 205 205 236 236 116 Max Stress=236 Design Strip Max Fz 70.3 71.4 71.4 90.8 90.8 156 156 137 137136 143 61.5 61.5 76.9 76.9 159 159 143 Max Stress=156 Design Strip Min Mr Max Stress=159 Design Strip Min Mr 276 266 266 43.6 43.6 53.6 53.6 276 Max Stress=276 Design Strip Min Ms 252 231 231 199 199 220 220 252 Max Stress=252 Design Strip Max Fz 102 91.2 91.2 243 243 254 254 102 Max Stress=254 Design Strip Max Fz 100 104 104 164 164 121 121 60.1 60.1 56.5 60.2 115 115 165 165 110 110 60.2 Max Stress=164 Design Strip Max Mr Max Stress=165 Design Strip Max Mr 257 281 281 4747 23.1 23.1 257 Max Stress=281 Design Strip Min Ms 222 252 252 219 219 189 189 222 Max Stress=252 Design Strip Max Fz 80109 109 263 263 234 234 80 Max Stress=263 Design Strip Max Fz 105 108 108 164 164 150 150 94.2 94.2 90.9 96.4 114 114 160 160 142 142 96.4 Max Stress=164 Design Strip Max Fz Max Stress=160 Design Strip Max Fz 135 218 218 120 120 36.6 36.6 135 Max Stress=218 Design Strip Max Fz 117 205 205 191 191 104 104 117 Max Stress=205 Design Strip Max Fz 30.7 106 106 202 202 127 127 30.7 Max Stress=202 Design Strip Max Fz 137 136 136 131 131 50.1 50.1 555555.3 39.8 141 141 137 137 34.9 34.9 39.8 Max Stress=137 Design Strip Max Fz Max Stress=141 Design Strip Max Fz 107 49.5 49.5 118 118 175 175 107 Max Stress=175 Design Strip Max Fz 59.3 5959 54.6 54.6 132 132 136 136136 141 44.4 44.4 39.9 39.9 136 136 141 Max Stress=136 Design Strip Max Fz Max Stress=141 Design Strip Max Fz 136 54.7 54.7 45.8 45.8 163 163 185 185 266 266 136 Max Stress=266 Design Strip Max Fz 39.4 42.3 42.3 696977.9 77.9 140 140 113 113107 119 41.9 41.9 3131 545464.9 64.9 142 142 119 Max Stress=140 Design Strip Min Mr Max Stress=142 Design Strip Min Mr -54.7 254254311311 2.56 -5.44 241241309309 6262 -5.44 Max Stress=311 Design Strip Max Fz Max Stress=309 Design Strip Max Fz 278 256256328328 350350 278 Max Stress=350 Design Strip Max Fz 111 192 192 363 363 281 281 111 Max Stress=363 Design Strip Max Fz 97.9 146 146 8080 32.2 23.5 93.7 93.7 141 141 70.7 70.7 23.5 Max Stress=146 Design Strip Max Fz Max Stress=141 Design Strip Max Fz 77.7154154 -70.5 116105105 29.629.6 -0.888 103115115 13.413.4 0.999 -42.9 99.399.3111111 -31.3 Max Stress=154 Design Strip Max Mr Max Stress=116 Design Strip Max Fz Max Stress=115 Design Strip Max Mr Max Stress=111 Design Strip Max Mr 117188188 173173 10292.8 109109179179 162162 92.8 Max Stress=188 Design Strip Max Fz Max Stress=179 Design Strip Max Fz 59.375.575.5 158158 142130 38.838.864.864.8 156156 130 Max Stress=158 Design Strip Max Fz Max Stress=156 Design Strip Max Fz 61.7 22.7 22.7 50.5 35.5 3030 23.1 23.1 26.2 33.9 28.8 28.8 24.3 24.3 29.3 17.3 28.6 28.6 31.8 31.8 20.5 Max Stress=61.7 Design Strip Max Fz Max Stress=35.5 Design Strip Max Fz Max Stress=33.9 Design Strip Max Fz Max Stress=31.8 Design Strip Max Mr Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 Design Status - Punching Plot: (Stresses,Max Stress,Controlling)(Standard Sections 1-999)(Max SR Context) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 39 Appendix 7.9.1-288 12.2 150150204204205 67.665.965.9 12.2 USR=0.932 130 117117175175177 189187187 130 USR=0.857 140 55.155.1104104105 190189189 140 USR=0.865 9.89 27.727.795.195.197.2 79.477.377.3 9.89 USR=0.441 97 288288194194 3.23.2 97 66.1 89.489.4 10110195.795.7 68.168.1 44.944.9 38383737 33.433.4 38.838.8 47.847.850.350.3 66.1 RSR = 0.589 (USR=1.13) USR=0.89 140 256256176176 60.160.1 140 76.9 85.785.7 87.587.583.383.3 67.667.6 58.758.7 56.956.9 61.261.2 76.9 RSR = 0.571 (USR=1.04) USR=0.769 246 11511548.448.4 180180 246 83.4 66.266.2 45.645.641.241.2 49.549.5 66.766.7 87.387.3 91.791.7 83.4 RSR = 0.55 (USR=1) USR=0.806 93 89.7 89.7 33.6 33.6 90.5 90.5 147 147150 USR=0.682 91.3 111 111 223 223 204 204 91.3 USR=0.958 127 128 128 146 146 94.3 94.3 76.2 76.2 75.1 USR=0.666 116 85.6 85.6 205 205 236 236 116 57.6 55.4 55.4 64.1 64.1 78.2 78.2 93.1 93.1 95.3 95.3 86.5 86.5 72.4 72.4 57.6 RSR = 0.526 (USR=1.03) USR=0.838 70.3 71.4 71.4 90.8 90.8 156 156 137 137136 USR=0.711 276 266 266 43.6 43.6 53.6 53.6 276 101 100 100 82.6 82.6 65.7 65.7 5858 56.7 56.7 50.3 50.3 50.9 50.9 585859.4 59.4 68.1 68.1 84.9 84.9 101 RSR = 0.564 (USR=1.07) USR=0.885 252 231 231 199 199 220 220 252 96.1 95.4 95.4 87.7 87.7 81.1 81.1 76.1 76.1 76.8 76.8 84.5 84.5 91.1 91.1 96.1 RSR = 0.595 (USR=1.1) USR=0.845 102 91.2 91.2 243 243 254 254 102 54.2 53.6 53.6 65.4 65.4 78.4 78.4 92.2 92.2 92.8 92.8 8181 68.1 68.1 54.2 RSR = 0.567 (USR=1.08) USR=0.816 100 104 104 164 164 121 121 60.1 60.1 56.5 USR=0.748 257 281 281 4747 23.1 23.1 257 97.5 98.8 98.8 83.3 83.3 65.4 65.4 55.6 55.6 54.1 54.1 45.9 45.9 44.7 44.7 515152.2 52.2 59.9 59.9 77.8 77.8 97.5 RSR = 0.574 (USR=1.1) USR=0.869 222 252 252 219 219 189 189 222 73.2 74.9 74.9 84.6 84.6 9393 97.1 97.1 95.3 95.3 85.6 85.6 77.3 77.3 73.2 RSR = 0.596 (USR=1.09) USR=0.853 80109 109 263 263 234 234 80 52.4 53.9 53.9 69.4 69.4 82.5 82.5 93.1 93.1 91.6 91.6 76.2 76.2 6363 52.4 RSR = 0.588 (USR=1.1) USR=0.819 105 108 108 164 164 150 150 94.2 94.2 90.9 USR=0.748 135 218 218 120 120 36.6 36.6 135 USR=0.919 117 205 205 191 191 104 104 117 USR=0.908 30.7 106 106 202 202 127 127 30.7 USR=0.856 137 136 136 131 131 50.1 50.1 555555.3 USR=0.621 107 49.5 49.5 118 118 175 175 107 USR=0.745 59.3 5959 54.6 54.6 132 132 136 136136 USR=0.619 136 54.7 54.7 45.8 45.8 163 163 185 185 266 266 136 56.1 53.3 53.3 5353 53.3 53.3 60.9 60.9 72.6 72.6 89.4 89.4 89.7 89.7 92.4 92.4 85.2 85.2 72.9 72.9 56.1 RSR = 0.715 (USR=1.17) USR=0.813 39.4 42.3 42.3 696977.9 77.9 140 140 113 113107 USR=0.617 -54.7 254254311311 2.56 77.6 84.684.6 97.197.1100100 101101 93.8 RSR = 0.993 (USR=1.37) USR=0.887 278 256256328328 350350 278 92.3 91.891.8 95.595.597.197.1 102102 103103 99.199.1 97.497.4 92.3 RSR = 0.985 (USR=1.44) USR=0.903 111 192 192 363 363 281 281 111 69.8 72.2 72.2 89.9 89.9 99.4 99.4 107 107 104 104 86.5 86.5 77.1 77.1 69.8 RSR = 0.99 (USR=1.51) USR=0.938 97.9 146 146 8080 32.2 USR=0.64 77.7154154 -70.5 USR=0.679 117188188 173173 102 USR=0.826 59.375.575.5 158158 142 USR=0.697 61.7 22.7 22.7 50.5 USR=0.271 Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context) 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Status: Punching Shear Stress Plan Design Status: Punching Shear Stress Plan - 40 Appendix 7.9.1-289 (14) 6@4 First Spacing = 2.75 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR (14) 5@4.75 First Spacing = 3.25 5/8" SSR (14) 7@4 First Spacing = 2.75 5/8" SSR (14) 7@4.75 First Spacing = 3.25 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 7@4 First Spacing = 2.75 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (14) 6@4.75 First Spacing = 3.25 5/8" SSR (11) 6@4.75 First Spacing = 3.25 5/8" SSR (10) 7@5 First Spacing = 5 5/8" SSR (10) 11@4.5 First Spacing = 4.5 5/8" SSR (10) 9@4.25 First Spacing = 4.25 5/8" SSR Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:500 3rd B_PT slab design_LEVEL 15_VE_V1.cpt - 2024-06-10 Design Status: SSR Plan Design Status: SSR Plan - 41 Appendix 7.9.1-290 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt 2024-06-10 RAM Concept © 2023 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 23.0.1 Appendix 7.9.1-291 Units ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................3 Signs ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................4 Materials ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5 Loadings ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................7 Load Combinations ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8 Design Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................10 Detailing Rules ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................11 Load History ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................12 Tendon Parameters Groups ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................13 Deflection Checks ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................14 Mesh Input: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................15 SDL: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................16 SDL: Line Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................17 LL Red: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................18 LL Unred: All Loads Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................19 Total Long Term Deflection: Max Deflection Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................20 Design Strip: Latitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................21 Design Strip: Longitude Design Spans Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................22 Design Strip: Punching Checks Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................23 Manual Latitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................24 Manual Longitude Tendon: Standard Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................25 User Minimum Design: Precompession Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................26 Service Design: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................27 Service Design: Top Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................28 Service Design: Bottom Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................29 Strength Design: Max Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................30 Strength Design: Min Bending Moment Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................31 Strength Design: Max Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................32 Strength Design: Min Shear Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................33 Design Status: Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................34 Design Status: Top Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................35 Design Status: Bottom Reinforcement Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................36 Design Status: Punching Shear Status Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................37 Design Status: Punching Shear Stress Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................38 Design Status: SSR Plan ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................39 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Table of Contents Table of Contents - 2 Appendix 7.9.1-292 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/°Line Moment Spring: k/°Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³Reinforcing Area: in²Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft²Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: °F 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Units Units - 3 Appendix 7.9.1-293 Positive Loads Positive Analysis Positive Reactions 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Signs Signs - 4 Appendix 7.9.1-294 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Thermal Exp Coeff Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 5750 psi 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 3122000 4322000 8000 psi 150 150 3000 8000 3725 9754 0.2 5.556e-6 Code 2500000 3000000 Stiff 150 150 3000 5750 3725 7200 0.2 5.556e-6 UserEc 31220000 43220000 PT Systems System Name Strand Duct Anchor fse (ksi) Long-Term Losses (ksi) Min Radius (feet) ½" Unbonded ½" Unbonded ½" Unbonded ½" Unbonded 175 22 6 ½" Bonded ½" Bonded ½" Bonded ½" Bonded 160 22 6 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 0.6" Unbonded 175 22 8 0.6" Bonded 0.6" Bonded 0.6" Bonded 0.6" Bonded 160 22 8 HARPED HARPED HARPED HARPED 175 22 0 Strand Materials Strand Name Aps (in²) Eps (ksi) fpy (ksi) fpu (ksi) ½" Unbonded 0.153 28000 243 270 ½" Bonded 0.153 28000 243 270 0.6" Unbonded 0.217 28000 243 270 0.6" Bonded 0.217 28000 243 270 HARPED 0.153 28000 243 270 Duct Systems Duct Name Type Shape Material Duct Height (inches) Duct Width (inches) Max Strands Per Duct Wobble Friction (1/feet) Angular Friction (1/radians) ½" Unbonded unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 ½" Bonded bonded Flat Corrugated Plastic 1 3 4 0.001 0.2 0.6" Unbonded unbonded Round Tightly Sheathed 0.6 0.6 1 0.0014 0.07 0.6" Bonded bonded Flat Corrugated Plastic 1 4 4 0.001 0.2 HARPED unbonded Round Tightly Sheathed 0.5 0.5 1 0.0014 0.07 Anchor Systems 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Materials Materials - 5 Appendix 7.9.1-295 Anchor Systems Anchor Name Type Jacking Stress (ksi) Anchor Friction Seating Distance (inches) ½" Unbonded Monostrand 216 0 0.25 ½" Bonded Flat Multi-Plane 216 0.02 0.25 0.6" Unbonded Monostrand 216 0 0.25 0.6" Bonded Flat Multi-Plane 216 0.02 0.25 HARPED Monostrand 216 0 0.25 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi)Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Materials (2) Materials - 6 Appendix 7.9.1-296 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 SDL Dead Normal 1 1 LL Red Live (Reducible)Normal 1 0 LL Unred Live (Unreducible)Normal 1 0 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Loadings Loadings - 7 Appendix 7.9.1-297 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 1 0 LL Unred 1 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 SDL 1 1 LL Red 0.5 0 LL Unred 0.5 0 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 1.4 Hyperstatic Loading 1 1 SDL 1.4 1.4 Factored LC: 1.2D + 1.6L Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 1.2 Hyperstatic Loading 1 1 SDL 1.2 1.2 LL Red 1.6 0 LL Unred 1.6 0 Total Long Term Deflection 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Load Combinations Load Combinations - 8 Appendix 7.9.1-298 Total Long Term Deflection Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 3 3 Balance Loading 3 3 SDL 3 3 LL Red 1 0 LL Unred 1 0 LC1 No PT Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 1.4 SDL 1.4 1.4 LC2 No PT Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 1.2 SDL 1.2 1.2 LL Red 1.6 1.6 LL Unred 1.6 1.6 Long-term Deflection (40% Cracked) Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 5 5 Balance Loading 5 5 SDL 5 5 LL Red 2.5 2.5 LL Unred 2.5 2.5 Long-term Deflection (50% Cracked) Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 6 6 Balance Loading 6 6 SDL 6 6 LL Red 3 3 LL Unred 3 3 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Load Combinations (2) Load Combinations - 9 Appendix 7.9.1-299 Code Minimum Design 318-11 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-11 Initial Service Design Include detailed section analysis Service Design 318-11 Service Design Include detailed section analysis Sustained Service Design 318-11 Sustained Service Design Include detailed section analysis Strength Design 318-11 Strength Design Include detailed section analysis Punching Shear Design Ductility Design 318-11 Ductility Design 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Rules Design Rules - 10 Appendix 7.9.1-300 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Detailing Rules Detailing Rules - 11 Appendix 7.9.1-301 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Load History Load History - 12 Appendix 7.9.1-302 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet)Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches)Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Tendon Parameters Groups Tendon Parameters Groups - 13 Appendix 7.9.1-303 Deflection Checks Deflection Check Name Layer Diff. Layer Downward Limit (inches) Downward Limit (L/Δ) Upward Limit (inches) Upward Limit (L/Δ) Deflection Measure Long-term Deflection Total Long Term Deflection None 0.75 No Limit No Limit No Limit Total Appendix 7.9.1-304 R17 R16 R15 R14 R13 R12 R11 R11'R10 R09 R08 R07 RG RK RH RL RF RJb=24 d=18 b=24 d=18 b=24 d=18 b=24 d=18 b=18 d=30 b=18 d=30 b=18 d=30 b=18 d=24 b=18 d=30 b=18 d=24 b=18 d=30 b=18 d=24 b=18 d=36 b=18 d=36 b=18 d=30 b=18 d=24 b=18 d=36 b=18 d=36 b=18 d=30 b=18 d=24 b=18 d=36 b=18 d=36 b=18 d=30 b=18 d=24 b=18 d=30 b=18 d=24 b=18 d=30 b=18 d=24 t=20 t=28 t=20 t=28 t=20 t=20 t=28 t=20 t=28 t=20t=20 t=28 t=20 t=28 t=20 t=20 t=28 t=20 t=28 t=20 RR S S t=10 TOC=0 two-way slab Priority=4 RR S S t=10 TOC=0 one-way slab Priority=5 RR S S t=10 TOC=0 two-way slab Priority=1 RR S S t=10 TOC=0 two-way slab Priority=5 RR S S t=10 TOC=0 one-way slab Priority=3 10 x 20 10 x 20 10 x 20 10 x 20 28 x 77 28 x 66 10 x 20 10 x 20 12 x 60 28 x 24 Mesh Input: Beams; Beam Dimensions; Slab Areas; Slab Area Thicknesses; Slab Area Elevations; Slab Area Priorities; Slab Area Behavior; Slab Area Orientation; Slab Openings; Slab Opening Hatching; Walls Above; Walls Below; Wall Thicknesses; Columns Below; Column Dimensions; Drawing Import: S-GRID-IDEN; S-GRID; Longitude Tendon Parameters: Banded Tendons; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Mesh Input: Standard Plan Mesh Input: Standard Plan - 15 Appendix 7.9.1-305 Fz=0.5 Fz=0.5Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.75 Fz=0.75 Fz=0.163 Fz=0.163 Fz=-8 Fz=-8 Fz=-8 Fz=-8 Fz=131 Fz=131 Fz=131 Fz=131 Fz=130 Fz=130 Fz=130 Fz=130 Fz=20 Fz=20 Fz=20 Fz=20 Fz=100 Fz=100 Fz=100 Fz=100 Fz=-8 Fz=-8 Fz=-8 Fz=-8 SDL: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 SDL: All Loads Plan SDL: All Loads Plan - 16 Appendix 7.9.1-306 Fz=0.5 Fz=0.5Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.75 Fz=0.75 Fz=0.163 Fz=0.163 SDL: Line Loads; Line Load Icons; Line Load Values; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 SDL: Line Loads Plan SDL: Line Loads Plan - 17 Appendix 7.9.1-307 Fz=0.1 Fz=0.1 Fz=-20 Fz=-20 Fz=-20 Fz=-20 Fz=20 Fz=20 Fz=20 Fz=20 Fz=-20 Fz=-20 Fz=-20 Fz=-20 LL Red: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 LL Red: All Loads Plan LL Red: All Loads Plan - 18 Appendix 7.9.1-308 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 LL Unred: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 LL Unred: All Loads Plan LL Unred: All Loads Plan - 19 Appendix 7.9.1-309 0.2 0 0.2 -0.04 0 0 0 0.04 0 0 0.16 0 0.04 0.08 0.12 0.24 0.04 0.08 0.2 0.2 0.08 0.04 0.08 0.2 0.12 0.12 0.12 0.08 0.08 0.08 0.04 0.04 0 0.04 0.04 0 0 0 0 0.04 0.08 0.12 0 0.04 0 0.04 0.04 0.08 0.12 0 0 0.16 0.04 0.08 0.04 0.16 0.08 0.12 0.08 0.08 0.2 0.12 0.16 0.12 0.16 0.08 0.08 0.16 0.12 0.04 0.16 0.12 0 0.12 0.04 0.16 0 0.04 0.12 0.2 0.04 0.2 0.2 0.08 0.2 0.2 0.12 0.24 0.28 0.28 0.2 0.24 0.16 0.24 0.24 0.28 0.24 0.16 0.2 0.24 0.24 0.12 0.24 0.08 0.16 0.24 0.08 0.24 0.2 0.04 0.04 0.2 0.16 0 0.04 0.08 0.08 0.12 0.04 0.08 0.04 0.04 0.12 0.08 0.08 0.12 0.16 0.2 0.12 0.2 0.08 0.16 0.08 0.08 0.08 0.04 0.04 0 0.04 0.16 0 0.12 0 0.04 0 0 0 0 0 0 0.04 0.04 0.08 0.12 0.12 0.12 0.12 0.08 0.08 0 0.12 0.04 0.16 0 0.04 0.04 0.04 0.04 00 0.12 0.08 0.04 0.08 0.12 0.08 0.16 0.04 0.24 0.08 0.16 Total Long Term Deflection: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 Total Long Term Deflection - Vertical Deflection Plot (Maximum Values) -0.04 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 Min Value = -0.05142 inches @ (51.52,98.18) Max Value = 0.3385 inches @ (155.5,147.4) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Total Long Term Deflection: Max Deflection Plan Total Long Term Deflection: Max Deflection Plan - 20 Appendix 7.9.1-310 Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 21 Appendix 7.9.1-311 Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; Longitude Deflection Checks; User Dimensions; Mesh Input: Beams; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 22 Appendix 7.9.1-312 #1 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #2 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #3 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #4 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #5 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #6 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #7 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #8 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #9 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #10 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #11 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #12 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #13 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #14 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #15 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #16 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #17 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #18 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #19 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #20 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #21 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #22 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #23 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #24 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #25 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #26 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #27 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto #28 Radius=8 Cover=1.38 Number of Desired Sections Per Zone=4 Failure Planes Auto Design Strip: Punching Checks; Punching Check Numbers; Punching Check Criteria; Punching Check Sections; User Notes; User Lines; User Dimensions; Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 23 Appendix 7.9.1-313 160% DL Balanced 140% DL + RLL Balanced 68% DL Balanced 61% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 1200% DL Balanced 980% DL + RLL Balanced 67% DL Balanced 60% DL + RLL Balanced 62% DL Balanced 56% DL + RLL Balanced 160% DL Balanced 140% DL + RLL Balanced 89% DL Balanced 81% DL + RLL Balanced 160% DL Balanced 140% DL + RLL Balanced 100% DL Balanced 92% DL + RLL Balanced 110% DL Balanced 96% DL + RLL Balanced 85% DL Balanced 78% DL + RLL Balanced 62% DL Balanced 56% DL + RLL Balanced 160% DL Balanced 150% DL + RLL Balanced 89% DL Balanced 80% DL + RLL Balanced 94% DL Balanced 85% DL + RLL Balanced 85% DL Balanced 77% DL + RLL Balanced 64% DL Balanced 58% DL + RLL Balanced 90% DL Balanced 79% DL + RLL Balanced -180% DL Balanced -170% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 120% DL Balanced 110% DL + RLL Balanced 40% DL Balanced 21% DL + RLL Balanced 17% DL Balanced 9.2% DL + RLL Balanced -1.2% DL Balanced -0.7% DL + RLL Balanced -20% DL Balanced -14% DL + RLL Balanced -10% DL Balanced -6.5% DL + RLL Balanced -2.6% DL Balanced -1.6% DL + RLL Balanced 81% DL Balanced74% DL + RLL Balanced 64% DL Balanced 57% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balancedundefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 51% DL Balanced 46% DL + RLL Balanced 82% DL Balanced 74% DL + RLL Balanced 110% DL Balanced96% DL + RLL Balanced 7.9% DL Balanced 5% DL + RLL Balanced 670% DL Balanced -3200% DL + RLL Balanced 54% DL Balanced 48% DL + RLL Balanced 86% DL Balanced 78% DL + RLL Balanced 170% DL Balanced 150% DL + RLL Balanced 49% DL Balanced 44% DL + RLL Balanced 81% DL Balanced 73% DL + RLL Balanced 190% DL Balanced 160% DL + RLL Balanced 79% DL Balanced 71% DL + RLL Balanced 66% DL Balanced 59% DL + RLL Balanced 43% DL Balanced 40% DL + RLL Balanced 71% DL Balanced 64% DL + RLL Balanced 190% DL Balanced 180% DL + RLL Balanced 69% DL Balanced 62% DL + RLL Balanced 66% DL Balanced 59% DL + RLL Balanced 280% DL Balanced 300% DL + RLL Balanced 260% DL Balanced 210% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 92% DL Balanced 83% DL + RLL Balanced 150% DL Balanced 130% DL + RLL Balanced -280% DL Balanced -240% DL + RLL Balanced -52% DL Balanced -28% DL + RLL Balanced 13% DL Balanced 7% DL + RLL Balanced -8.7% DL Balanced -5.2% DL + RLL Balanced -71% DL Balanced-43% DL + RLL Balanced 1% DL Balanced 0.63% DL + RLL Balanced 10% DL Balanced 6.5% DL + RLL Balanced 4.4% DL Balanced 3.9% DL + RLL Balanced 41% DL Balanced 41% DL + RLL Balanced 210% DL Balanced 190% DL + RLL Balanced 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 2S F=53.6 Manual Latitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; Mesh Input: Beams; Walls Above; Walls Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: Latitude SSSs; SSS Balance Percentages; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Jack Region; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Manual Latitude Tendon: Standard Plan Manual Latitude Tendon: Standard Plan - 24 Appendix 7.9.1-314 75% DL Balanced 68% DL + RLL Balanced 110% DL Balanced 97% DL + RLL Balanced 130% DL Balanced 120% DL + RLL Balanced 64% DL Balanced 57% DL + RLL Balanced 100% DL Balanced 94% DL + RLL Balanced 110% DL Balanced 93% DL + RLL Balanced 89% DL Balanced 78% DL + RLL Balanced 83% DL Balanced 74% DL + RLL Balanced 42% DL Balanced 36% DL + RLL Balanced -0.94% DL Balanced -0.56% DL + RLL Balanced 0.44% DL Balanced 0.26% DL + RLL Balanced 21% DL Balanced 13% DL + RLL Balanced 27% DL Balanced 23% DL + RLL Balanced 72% DL Balanced 66% DL + RLL Balanced 87% DL Balanced 76% DL + RLL Balanced 76% DL Balanced 69% DL + RLL Balanced 83% DL Balanced 76% DL + RLL Balanced 110% DL Balanced 97% DL + RLL Balanced 77% DL Balanced 69% DL + RLL Balanced 86% DL Balanced 79% DL + RLL Balanced 110% DL Balanced 94% DL + RLL Balanced 62% DL Balanced 55% DL + RLL Balanced 96% DL Balanced 86% DL + RLL Balanced 110% DL Balanced 97% DL + RLL Balanced 100% DL Balanced 87% DL + RLL Balanced 90% DL Balanced 79% DL + RLL Balanced -190% DL Balanced -210% DL + RLL Balanced 25% DL Balanced 15% DL + RLL Balanced 11% DL Balanced 6.8% DL + RLL Balanced 3.5% DL Balanced 2.1% DL + RLL Balanced 2.7% DL Balanced 1.6% DL + RLL Balanced 3.3% DL Balanced 1.9% DL + RLL Balanced -11% DL Balanced -5.7% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 71% DL Balanced 66% DL + RLL Balanced undefined% DL Balanced undefined% DL + RLL Balanced 69% DL Balanced 62% DL + RLL Balanced 80% DL Balanced 70% DL + RLL Balanced 5 5 1.75 9 2 9 5 5 5 5 5 1.75 9 1 9 5 5 5 5 5 5 5 1 9 5 5 5 5 1 9 5 5 5 5 5 5 5 5 1.75 8.5 2 8.5 5 5 5 5 5 1.75 8.5 2 8.5 5 5 5 5 5 1.75 9 2 9 5 5 5 5 5 5 5 1 9 5 5 5 5 1.75 8.5 5 5 5 5 5 19 9.46 8.63 6S F=161 6S F=161 6S F=161 6S F=161 6S F=161 6S F=161 6S F=161 6S F=161 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 20S F=536 14S F=375 14S F=375 14S F=375 6S F=161 20S F=536 20S F=536 20S F=536 20S F=536 6S F=161 20S F=536 20S F=536 20S F=536 20S F=536 14S F=375 14S F=375 14S F=375 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 30S F=803 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 8S F=214 8S F=214 8S F=214 8S F=214 16S F=428 16S F=428 16S F=428 16S F=428 16S F=428 22S F=589 22S F=589 22S F=589 22S F=589 6S F=161 6S F=161 6S F=161 Manual Longitude Tendon: Tendons; Num Strands; Tendon Forces; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Mesh Input: Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Strip: Longitude SSSs; SSS Balance Percentages; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 25 Appendix 7.9.1-315 230 230 230 204 217 230 230 230 223 223 223 221 235 235 217 217 217 227 207 210 209 209 210 208 227 217 217 217 248 248 248 248 248 248 248 248 248 248 157 157126150 150 180178178180180 180 180 235 235 221 223 223 223 230 230 230 230 230 234 223 223 223 223 223 221 217 217 217 217 217 217 209 209 210 209 210 210 248 248 248 248 248 248 248 248 248 248 180 180 180 180140142 142129 211 211 248 248 191 191 191 191 191 191 225 225 225 228 228 228 158 158 158 159158 159 151 151 205 126 205 205 195 195 195 195 139 139 139 139 139 139 155 154154 154 153 153 229 229 229 229229 229 229 229 229 230 230 230 238 238 238 238 238 238 172 172 172 174 174 174 174 174 174 174174 175 149 149 239 239 211 211 211 211 211 212 212 212 212 212 212 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 User Minimum Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 User Minimum Design - Section Analysis Plot: (Precompression)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 User Minimum Design: Precompession Plan User Minimum Design: Precompession Plan - 26 Appendix 7.9.1-316 44.5 1C-1 OK 1C-2 OK 1L-3OK 1C-3 OK 1C-4 OK 1C-5 OK 2C-1 OK 2C-2 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3C-5 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 5C-1 OK 5C-2 OK 5R-2 OK 5C-3 OK 6L-1 OK 6C-1 OK 6R-1 OK 7L-1 OK 7C-1 OK 7R-1 OK 8C-1 OK 8C-2 OK 9L-1 OK 9C-1 OK9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12C-1 OK 12R-1 OK 13C-1 OK 13C-2 OK 13C-3 OK 13L-4 OK 13C-4 OK 14C-1 OK 14C-2 OK 14C-3 OK 15C-1 OK 15C-2 OK 15C-3 OK 15C-4 OK 15C-5 OK 16C-1 OK 16C-2 OK 16C-3 OK 16C-4 OK 16C-5 OK 17C-1 OK 17C-2 OK 17R-2 OK 17C-3 OK 17C-4 OK 17R-4 OK 18L-1 OK 18C-1 OK 18R-1 OK 19L-1 OK 19C-1 OK 19R-1 OK 20L-1 OK 20C-1 OK 21C-1 OK 22C-1 OK 22C-2 OK 22C-3 OK 23C-1 OK 23C-2 OK 23C-3 OK 24C-1 OK 24C-2 OK 24C-3 OK 25L-1 OK 25C-1 OK 25R-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 27C-1 OK 27C-2 OK 27C-3 OK 28C-1 OK 28C-2 OK 28C-3 OK 29C-1 OK 29C-2 OK 29C-3 OK 30C-1 OK 30C-2 OK 30C-3 OK 31L-1 OK 31C-1 OK 31R-1 OK 32L-1 OK 32C-1 OK 32R-1 OK 33L-1 OK 33C-1 OK 33R-1 OK 33C-2 OK 33C-3 OK Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Service Design: Status Plan Service Design: Status Plan - 27 Appendix 7.9.1-317 44.5 -216 -112 -146 -125 -280 -280 -281 303 7.9414.9 -16.9 -170 213 20.7 -167 200 -67.7 287 -209 105 138 -232 -230 -94.5 -122 -189 -297 -274 -280 -74.7 -269 -86.1 -97.3 -195 -287 -187 -195 -194 -199 -75.2 -136 -231 -115 -132 -12.7 10.8 -204 138 189 -278 -376 -87.9 -161 -277 -160 -185 -38.9 -144 -250 -142 -178 -55.7 -60.4 -217 -165 -168 -148 -177 -18.6 22 -292 -127 -129 21.80.543 15.6 -0.508 22.915.263.6 69.473.453.773.3 0 0 -37.4-23.6-43.9-30 -114 -43.8 -74.1-96.4 -59.2 -17.3-70.7 -29.7 2.031.26.62 -3.62 204 -29.9-22.3-32 529 -60.8-52-82.6 743 111 -176 112 168 -210 -17.4-27.1-6.67 35.758.251.7 12865.2144 -6.54-15.6 3.29 24.76.1237.8 27.317.837.1 -91.4-114-79.5 -102-41-82.9 -48.7-68.8-39.2 43.81860.9 -78 -81.2-62 -215 -275 213 152 -193 -32.1 -80.7 -38.9-64 15.7 -17.2-29-0.494-13.2 232 -34 122 -79 151 -3.79 148 13.5 42.4 -189 -263 225 164 -199 -59.9 -47.5 7.85 -77.8 -273 -315 247 184 -251 -60.8 -62.9 15.9 -110 -45.4 -257 35.6 142 -231 -270 -327 136 71.8 -256 -33.8 -138 -67.6 -235 -15.2 -291 -15.7 66.3 -250 -74.3-82.8-62.1-82.3 88.581.389.682.784.7 0 0 41.4 -50.8-11.8-34.1 14.7 -10.5-3.59 -107-102 46 -118580 -1.49 310 -2.04 4.29 302 -70659 120 -46.5 -123-92.2-120 462 -48.3 -94.4 -51.2-63.2 544 -22.5 -74.2 -19.7-42.3 470 596 -9.61 173 -0.654 -89.3-109-104 -231 -19.6 -426 9.77 -157 -223 -184 -298 -252 -287 -192 -283 -220 -39.1 -335 29.3 -93.8 -185 -156 -236 -173 -171 -138 -266 -207 -137 -195 -81.9 -103 -151 -144 -218 131 -22.6 -74.9 -42.9 -99.3 -56.2 -73.7 -57.8 -84.8 20 629 -266 201 671 -149 306 -28.8 -121 42.9 -47.7 222 33 -36.4 -10.2 -65.9 -48.3 -83.3 -40.7 -63.2 -43.3 -94.4 -29.3 112 -282 -68.9 -48.3 -191 -142 -96.5 -314 -67.3 -41.4 -306 -108 -101 -90.9 -275 -246 -104 -343 -73.2 -58 -294 -130 -116 -107 -288 -255 0.246 -261 -33.4 -72.7 -218 -210 -236 -165 -121 -103 -224 -195 -185 -230 -102 -112 -173 -198 -169 -249 30.5 -8.52 -101 8.42 -68.2 -42.5 -166 32.2 -8.66 -19.6 -67.4 111 458 -135 -56.1 -139 199 428 -173 377 363 -195 220 263 -203 320 143 -43.9 -33.6 -53.5 -53 -55.8 -15.1 0 0 00 36.8 200 82.7 -28.6 37.1 10.3 191 154 0 0 302 -262 -100 -83.9 -261 -189 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 152152 455 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 152152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Service Design: Top Stress Plan Service Design: Top Stress Plan - 28 Appendix 7.9.1-318 44.5 -208 -322 -266 -272 -55.9 -554 6.36 -12.2 32.9 455 -100 46 462 -152 531 -466 34.1 -310 -339 32.8 -202 -330 -295 -234 -150 -422 -163 -311 -281 -180 -119 -232 -148 -227 -149 -89.6 -238 -117 -191 -220 -78.9 -306 -348 -6.46 -79.4 -377 -272 -83.6 -375 -273 -177 -178 -140 -332 -314 -43.6 -433 -478 20.3 -119 -136 -124 -148 -4.42 -153-97.5 -129-126-127-98-188 -33.1-39.7-24.9-29.400 -48.9-57-16-33.8 233240 213 135 271 22.4113 64.4 48.9 109 -48.7190198 -235 306 462 -400 -258 -43.8 -261 -299 19.3 206248197 384493 376610 396 578 259270248 343 131 317 225238214 157195146 269 104 245 231273222 388434414426374 229209212 19.5 48.9 -404 -340 20.4 19.1 19.3 -139 -114 -177 -151 -220 47.496.2 42.582.4 -107 428 38.8 432 -59 61.4 -52.1 35.7 4.965.28 6.09 53.7 -347 -297 -20.3 -125 -134 -196 -67.6 -18.8 22.1 -400 -341 -52.9 -181 -177 -285 -146 -208 -80.2 -335 -443 -203 2.3 -593 -521 33.2 -326 -259 -358 -179 -397 -14.9 -472 -551 -229 25.230.8 -5.26 6.67 -34.3-27.8-29.9-21.600 -143 -14.9-63.3-22.4 -80.9-50.2 -152 -120 -360 31.8 -478 30.9-73.3 133 38.1 -131 208 -338 55.4 117 160 10414145.6108 -169 228 257 185187 -338 32.5 150 13715381.8117 -281 -524 19.1 -117 4.83 -188 -184-259 -211 -347 -62.7 -412 -239 -209 -255 -190 -216 -209 -323 -162 -167 -358 -20.2 -337 -212 -158 -198 -139 -183 -198 -259 -159 -223 -152 -102 -209 -196 -170 -127 -148 -44.5 -339 -132 -100 -128 -22.3 -92.1 -30.7 -55.1 -45.8 -191 -620 503 -281 -321 141 129147 -193 -62.1 752 -442 -166 -5.6 -46.3 -21.2 -203 -471 -55.7 -216 -237 -237 -94.8 -138 -325 -90.7 -315 -345 -116 -302 -315 -346 -172 -193 -337 -89.6 -324 -341 -138 -287 -308 -333 -176 -200 -297 1.07 -297 -269 -164 -164 -139 -174 -226 -253 -110 -135 -143 -105 -228 -209 -134 -119 -164 -137 -444 -113 -83.3 -105 -79.3 -114 -54.4 -197 27.7 35.7 -57.5 -249 -521 388 -443 -223 93.7 83.5 90.6 -76.6 -68.6 -377 -206 78.1 68.9 71.3 -218 -342 196 145 176 -391 -70.3 48.5 10.7 16.2 0.603 5.35 2.32 0 0 00 43.4 -28.1451-116 33.2 -68.6 0 0 -468 -42.7 -245 -277 -127 -209 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 152 152 455 455 455 152152 455 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 152152 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 455 152 152 455 455 455 152 152 455 455 455 455 152 152 455 455 455 455 152 152 455 455 455 152 152 455 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 29 Appendix 7.9.1-319 1 4.45 -129 -151 198 -159 0 0 -0.981 3.53 0 10 -4.69 1.98 15 -4.44 9.76 -151 200 -238 -244 70.4 5.69 -228 -226 286 -239 19.6 -172 -158 195 -201 -173 144 -206 -220 225 -306 -318 89.3 22.9 -84.8 -82.7 96 -113 -97 86.5 -109 -109 103 -131 -136 39.6 -95.6 9349.5 86.7 61.266.518.2 -94-109-70.4-85.800 -11.5 -106 23.222.723.5 19.3 9.92 18.9 4.2819.7 9.65 0.921 2.87 -3.84 22.423.8 -42.8 14.320.6 -23 -250 307 -390 -406 106 48.958.946.7 8.7210.78.38 11.27.4310.4 55.158.952.9 9.073.518.34 45.749.843.2 24.830.723.8 9.673.758.98 56.668.555 10.211.99.8 29.628.128.127.9 65.6 -273 -250 138 -147 -120 -13 -38.7 0 0 7.36 3.066.44 -11.2 6.91 -0.0536 11.9 -5.99 3.32 -5.78 1.6 -1.35 95.7 -442 -408 208 -207 -188 -46.8 -77.6 88.1 -344 -316 162 -136 -120 -68.8 -151 -172 116 -269 -306 6.12 36.8 -156 -144 81.8 -74.9 -53.9 -27.7 -62.9 -103 70.8 -136 -147 1.6 -70.7-12.2 -75.8-66.8-79.8-65.800 -5.73 4736.353 18.925.72.78.77 -119 -43.3-44.7 15.8 -102 5.84-5.26 3.40.523 -14.9 7.73 -47.2 0 0 10.3 15.7 12.716.211.412.8 -13.9 32.3 40.7 35.336.5 -56.4 2.77 13.3 11.513.47.069.7 -24.5 -116 4.55 -114 4.04 -141 3.31 -28.1 79.6 -90.7 -70.7 53.4 -61.1 -52.4 7.6 2.63 -64.7 226 -253 -211 208 -189 -171 22.6 -3.02 -3.1 28.9 -196 -200 234 -141 -23 -8.91 -31 18 9.44 9.95 -22 -38.9 39.1 -24 -24 29.4 27.7 30.1 -24.5 0 0 23.3 11.4 12.7 -35.3 -22.6 17.5 11 19.5 -14.8 -8.61 -35.4 -178 271 -224 -217 30.4 1.21 -67.1 309 -310 -331 317 -305 -278 29.3 12.4 -68.2 320 -310 -322 298 -293 -269 30.1 12 -57.5 188 -195 -187 150 -156 -153 23.6 9.3 6.88 26.3 -148 -136 175 -105 -5.78 0.763 -9.04 -1.07 -1.85 7.07 -12.3 0 0 2.21 0 00.384 -7.2 -44.4 38.9 -37.4 -9.07 7.9 -10.6 -7.95 7.37 -6.14 -32.3 28.8 26.8 31.7 -32.6 -3.17 3.36 1.66 2.312.2 2.27 0 0 0 0 2.64 -3.6985.5 -8.17 -4.04 -5.76 5.28 -27.4 0 0 -181 234 -207 -202 38.9 -5.31 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 Strength Design - Envelope Plot: (Bending)(Context: Max Moment) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Strength Design: Max Bending Moment Plan Strength Design: Max Bending Moment Plan - 30 Appendix 7.9.1-320 1 -7.13 -146 -177 176 -206 0 0 -2.84 1.63 0 6.11 -14.2 6.85 -8.19 6.27 -199 178 -271 -276 51.7 -4.23 -259 -264 252 -301 13.2 -197 -189 170 -239 -209 129 -246 -264 194 -357 -367 67 21.9 -93.8 -98 84.7 -133 -115 77.1 -127 -129 90 -152 -155 30.2 -113 40.228.2 68.2 43.551.310.3 -147-157-132-17600 -19.5 -120 14.5 10.1 6.5 9.699.63 2.2410.3 5.36 0.711 1.54 -5.82 11.812.4 -73.6 7.2210.7 -41.8 -318 270 -449 -465 76.7 35.543.233.3 6.6 8.186.26 8.525.777.81 41.14438.8 6.352.475.73 31.734.929.3 18.522.917.3 7.152.776.49 42.852.140.9 7.949.227.43 22.520.8 47.1 -306 -285 116 -172 -134 -20.9 -60.4 0 0 3.8 1.352.81 -19.5 5.84 -3.08 5.14 1.59 -15-0.556 -4.41 67.5 -508 -475 174 -245 -217 -63.3 -112 64.7 -394 -368 137 -166 -142 -76.6 -169 -196 96.8 -313 -357 4.11 27.3 -174 -163 70.5 -89.4 -61.3 -30.7 -69.7 -117 59.9 -157 -170 1.14 -81.9-18.7 -109-98-98-92.1-96.100 -17.7 28.915.330.3 -20.9-12.8 -137 -77.7 15.2 -129 0.537-8.75 1.820.405 -25.7 5.16 -83.9 0 0 5.06 8.38 6.078.14 -24 16.9 22 14.715 -103 1.83 6.98 2.984.97 -43.5 -135 1.94 -138 1.6 -159 1.75 -40.6 69.8 -109 -88.5 43.5 -75.4 -60.2 5.9 0.725 -91.7 206 -289 -247 185 -219 -189 15.8 -12.4 -19.8 18.2 -219 -232 207 -186 -39.8 -15.6 -44.3 0.874 -5.8 -5.62 -6.92 -3.85 -40.1 -70 21.3 -51.9 -44.7 15.2 14.6 15.8 -49.9 0 0 -0.606 10.8 4.42 6.56 -76.1 -38.8 -0.69 -7.59 -0.606-18.8 -15.1 -26 -14.3 -58.1 -230 238 -260 -242 19 -15.9 -102 280 -362 -390 275 -356 -310 22 -1.46 -104 288 -363 -379 259 -340 -299 24.1 -0.783 -80.7 169 -224 -219 128 -184 -171 18.4 1.43 -2.27 20.5 -163 -159 157 -147 -24.8 -2.43 -18.3 -7.27 -8.16 5.06 -16.2 0 0 0.987 0 0 -14.5 -82.2 19.5 -77 -17.3 3.91 -20.8 -15.2 3.75 -12.1 -64.7 10.7 7.14 12.8 -65.9 -7.22 1.42 0.67 0.927 0.7940.938 0 0 0 0 -1.86 -10.6 -42.8 -8.57 -9.43 -0.0103 -60 0 0 -238 208 -243 -228 21.6 -19 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 Strength Design - Envelope Plot: (Bending)(Context: Min Moment) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Strength Design: Min Bending Moment Plan Strength Design: Min Bending Moment Plan - 31 Appendix 7.9.1-321 1 1.8 33.9 -37.1 -41.3 59.6 0 0 -1.78 0 0 7.01 4.13 6.328.41 -1.66 6.03 -7.27-6.84 -43.7 -44.4 59.7 -37.6 -9.09 7.61 56.4 -46 -62.8 86.1 10.7 44.6 -28.5 -43.9 60.4 -27.6 -41.6 60 -41 -50.3 82.2 -43.9 -46.5 -11.4 5.03 19.2 -19.6 -22 28.9 -21.4 -22.4 26.8 -22.3 -23.2 4.574.52 27.8 27.8 -19 -19.4 -5.44 -15.9 -18.7 -6.53-9.98-0.748-12 21.317.8 34 27.627.642.442.4 0 0 31.831.82425 -0.0935 0.06370.0637 2.65 -1.27-0.462-0.462 1.91 -3.28-1.32-1.32 5.27 0.8640.340.406 -0.492 2.06 1.42 3.653.164.06 3.9 18.4 1 6.266.13 11.9 11.2 -66.5 -68.9 96 -55.5 -57.9 -14.6 -1.79-1.88 4.093.71 -0.195-0.204 0.5490.485 -0.627 1.09 -2.09 3.91 -0.173 0.473 -1.76 3.61 -0.803-0.856 1.981.74 -0.187 0.482 -2.29-2.4 4.394.01 -0.688-0.717 1.241.19 -0.802 2.05 13.3 57 -35.2 -42.2 49.9 -22.7 15.4 0 0 -0.423 2.180.935 5.944.98 6.69 6.73 0.4598.96 5.7 -4.63 -4.56 0.457 20.6 90.6 -48 -71.2 70.8 -34.2 35.4 16.3 74.9 -36.2 -55.4 53.8 -16 26.3 -27.7 -38.3 62.2 -38.3-48.6 -20 8.06 25.7 24.8 -20.8 -24.2 25.9 -6.58 10.9 -21.3 -21.6 28.7 -20.2-21.6 -9.33 -11.4-7.74-15.2-15.2 -11.9-11.9-2.26-2.26 0 0 -20 1.44 -1.83 14.3 9.6717.316.920.313.8 23 22 6.07 -18 -9.37 -16.1-16.5 -5.01 -1.38 2.18 -0.00934 -3.43 -4.78 -1.55 -1.57 -11.8 0 0 -1.86 7.813.2914.44.98 6.25.03 -2.27 15.49.94 27.1 -1.65 5.313.38 11.4 -21.7 -4.53 -18.5 -8.93 -21.4-20.2-21.8 -10.7 -10.5 -12.4 19.5 16.6 -9.68 -13.4 15.8 13.1 -7.35 -8.58 1.410.934 -41.8 -41.9 70.2 -50.5 -51.4 62.9 -38.1 30.3 -9.96 51.4 -62.3 85.4 5.86 -7.64 -7.22 -12.6 4.19 3.43 4.94 3.29 8.78 6.47 16.9 -6.13 -6.55 10.4 2.92 9.52 -7.46 -1.19 -1.25 14.2 13.4 0 0 -3.05 4.59 3.48 16.8 -3.28 -12 18.1 13.8 29 -44.7 -51 82.5 -47.4 34.1 -52 -53.4 96.9 -70.8 114 -55.6 23.8 -54 91.5 -71.3 93.4 -53.6 31.6 -36.3 60.6 -41.3 48.7 -31.1 22.6 -6.04 36.4 -36.8 -40.7 50.5 -6.15 0.429 -6.06 5.75 2.92 8.3 0 0 -0.5410.974 0 0 4.4 -8.92 -9.49 3.83 3.57 16.2 -2.78 -1.24 -1.7 -0.625-0.626 1.86 1.81 7.22 -2.33 2.36 2.24 3.46 -7.01 12.8 -0.882-1.06 -0.0278 -0.118 1.75 0 0 0 0 4.25 3.04 7.36 -3.53 10.8 3.86 9.44 1.6 52.2 52.2 0 0 -44.6 -48.4 75.2 -46.6 43.5 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 Strength Design - Envelope Plot: (Vertical Shear)(Context: Max Shear) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Strength Design: Max Shear Plan Strength Design: Max Shear Plan - 32 Appendix 7.9.1-322 1 -8.74 25.5 -53.1 44.8 0 0 -3.55 0 0 4.18 0.2634.19 -4.97 1.55 -9.65 -62.7 45.8 37.9 -53.6 -10.7 -10.5 47.1 -79.3 69.2 -5.52 35.8 -57.1 46.3 33.6 -55.4 44.3 31.8 -73.2 58.8 41 -71.9 -13.7 1.7 17 -27.4 24.2 23.3 -26.8 22.9 21.7 -27.9 4.054.02 24.2 21.2 -23.7 -6.48 -25.4 -23.8 -24.6 -16.1 -39.9 9.098.54 26.2 14.123.922.422.4 0 0 18.118.12015 -2.47-0.549-0.549 1.57 -3.21-1.43-1.43 0.722 -6.5-2.77-2.77 2.57 0.3690.1640.335 -1.39 1.30.923 2.010.4762.78 2.75 10.4 -0.0677 3.473.31 6.28 5.89 -86.9 76.5 52.7 -85 -17.4 -2.21-2.33 3.573.23 -0.241-0.253 0.4870.43 -0.748 0.943 -2.58 3.43 -0.215 0.417 -2.19 3.12 -1.04-1.11 1.741.53 -0.248 0.439 -2.83-2.96 3.93.56 -0.841-0.877 1.111.05 -1.11 1.76 11.5 33.5 31.6 -57.5 36.4 35.2 -31.4 9.55 0 0 -1.16 0.541 3.282.74 5.02 5.25 -3.59 5 -13 -2.52 17.7 53.1 43.4 -91.3 53.8 45.3 -47.2 9.44 8.91 14.2 43.7 35.9 -73.5 39.7 28.9 -25.9 22.7 -51.6 46.7 33.3 -65.8 -23.3 7.08 21.1 16.3 -28.2 19.8 18.6 -8.89 9.68 -27.7 23.7 22.7 -28.3 -10.9 -21.5-14.1-25.8-25.8 -21.3-21.3-10.2-10.200 -26.3 13.23.234.941.16 17.7 8.39 -15.8-26.6 -11.5 -31.6-32 -11 -2.6 1.06 -0.0904 -6.21 -8.65 -2.06 -2.07 -21.6 0 0 -3.45 1.58 -3.79 3.582.89 -5.83 7.925.4 14.3 -3.41 1.971.5 6.25 -25.9 -8.23 -25.9 -11.6 -26.1-23.8-25.1 -13.2 -15.6 16.3 12.4 -13.9 -16.4 13 7.93 -9.31 -10.1 -0.204 -1.06 -58.3 56.9 52.1 -65 46.8 46.4 -44.7 7.82 -41.5 43 -92 40.8 34.6 -20.6 -12.3 -27.3 0.752 0.552 0.64 -2.19 2.58 -2.51 5.14 -11.1 -12 5.38 0.249 4.32 4.25 -14.1 -2.1 -2.46 4.18 3.97 6.33 6.16 0 0 -5.86 2.26 1.62 7.96 -15.4 -13 -17.5 -5.42 -6.12 3.260.293 10.4 5.17 12 11.2 -78 63.3 62.9 -59.3 12.1 -81 62.4 60.7 -94.8 73.8 69.1 -70.2 9.27 -77.8 69.1 -93.4 74.3 72.2 -63.1 9 -52.6 43.8 -55.1 38.3 35.9 -37.1 3.17 2.55 -23.5 31.5 -48.8 35.4 27.7 -15.6 -3.92 -14.8 0.342 -0.395 5.46 5.25 0 0 -1.370.403 0 0 2.14 2.12 -16.5 -17.6 1.78 1.18 7.57 -5.34 -2.42 -3.26 0.9070.879 3.75 -4.46 1.76 -14.5 -14.9 -0.863-2.35 2.49 1.95 6.5 -2.23 -2.39 -0.354-0.479 1.04 0 0 0 0 0.89 -15.7 3.72 -1.89 2.73 -10.2 8.2 8.19 0 0 -75.2 59 58.8 -56.4 11.3 11.3 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 Strength Design - Envelope Plot: (Vertical Shear)(Context: Min Shear) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Strength Design: Min Shear Plan Strength Design: Min Shear Plan - 33 Appendix 7.9.1-323 1C-1 OK 1C-2 OK 1L-3OK 1C-3 OK 1C-4 OK 1C-5 OK 2C-1 OK 2C-2 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 3C-5 OK 4C-1 OK 4C-2 OK 4C-3 OK 4C-4 OK 4C-5 OK 5C-1 OK 5C-2 OK 5R-2 OK 5C-3 OK 6L-1 OK 6C-1 OK 6R-1 OK 7L-1 OK 7C-1 OK 7R-1 OK 8C-1 OK 8C-2 OK 9L-1 OK 9C-1 OK9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12C-1 OK 12R-1 OK 13C-1 OK 13C-2 OK 13C-3 OK 13L-4 OK 13C-4 OK 14C-1 OK 14C-2 OK 14C-3 OK 15C-1 OK 15C-2 OK 15C-3 OK 15C-4 OK 15C-5 OK 16C-1 OK 16C-2 OK 16C-3 OK 16C-4 OK 16C-5 OK 17C-1 OK 17C-2 OK 17R-2 OK 17C-3 OK 17C-4 OK 17R-4 OK 18L-1 OK 18C-1 OK 18R-1 OK 19L-1 OK 19C-1 OK 19R-1 OK 20L-1 OK 20C-1 OK 21C-1 OK 22C-1 OK 22C-2 OK 22C-3 OK 23C-1 OK 23C-2 OK 23C-3 OK 24C-1 OK 24C-2 OK 24C-3 OK 25L-1 OK 25C-1 OK 25R-1 OK 26C-1 OK 26C-2 OK 26C-3 OK 27C-1 OK 27C-2 OK 27C-3 OK 28C-1 OK 28C-2 OK 28C-3 OK 29C-1 OK 29C-2 OK 29C-3 OK 30C-1 OK 30C-2 OK 30C-3 OK 31L-1 OK 31C-1 OK 31R-1 OK 32L-1 OK 32C-1 OK 32R-1 OK 33L-1 OK 33C-1 OK 33R-1 OK 33C-2 OK 33C-3 OK 1 OK (non-standard section) 2 OK 3 OK 4 OK (non-standard section) 5 OK 6 OK 7 OK 8 OK 9 OK 10 OK 11 OK 12 OK 13 OK 14 OK 15 OK 16 OK 17 OK 18 OK 19 OK 20 OK 21 OK 22 OK 23 OK 24 OK 25 OK 26 OK 27 OK 28 OK Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; User Notes; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Status: Status Plan Design Status: Status Plan - 34 Appendix 7.9.1-324 (9)#5x20T (9)#5x20T (9)#5x20T (9)#5x25T #5x12@12T (9)#5x12T (9)#5x12T (9)#8x28.9T (9)#5x12T (9)#5x12T #5x12@12T #5x7.5@12T (9)#5x12T (9)#5x12T (9)#5x12T (9)#5x12T #5x12@12T (9)#5x12T (9)#5x12T (9)#5x12T (9)#5x12T (9)#5x12T (9)#5x12T (9)#5x25T (9)#5x25T #5x7.5@12T #5x12@12T (8)#8x29T (9)#5x20T (9)#5x20T #5x13.6@8T (9)#5x25T (9)#5x12T (9)#5x15T (9)#5x25T (9)#5x12T (9)#5x15T (9)#5x25T #5x12@12T (9)#5x25T (9)#5x15T (9)#5x25T (9)#5x12T (9)#5x15T (9)#5x25T (9)#5x12T (9)#5x15T (9)#5x25T (9)#5x12T (9)#5x25T #5x12@12T #5x7.5@12T (9)#5x25T #5x25@8T Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 35 Appendix 7.9.1-325 #5x12@6B #5x8.63@8B #5x26@12B 9 #5 B. 1 #5 B. 5 #5 B. 1 #5 B. 2 #5 B. 4 #5 B. 3 #5 B. 1 #5 B. 2 #5 B. 1 #5 B. 1 #5 B. 5 #5 B. 2 #5 B. 6 #5 B. 4 #5 B. 1 #5 B. 2 #5 B. 1 #5 B. 3 #5 B. 1 #5 B. 3 #5 B. 2 #5 B. 1 #8 B. 4 #5 B. 1 #5 B. 2 #5 B. 4 #5 B. 5 #5 B. 4 #5 B. 6 #5 B. 3 #5 B. 1 #5 B. 2 #5 B. 2 #5 B. 5 #8 B. 4 #5 B. 2 #5 B. 1 #5 B. 4 #5 B. 2 #5 B. 2 #5 B. 4 #5 B. 2 #5 B. 2 #5 B. 2 #5 B. 12 #5 B. 2 #5 B. 1 #5 B. Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; DS Design Controlling; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Code Minimum Design: Span Design Bar Controlling Criteria; DS Design Controlling; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Status: Bottom Reinforcement Plan Design Status: Bottom Reinforcement Plan - 36 Appendix 7.9.1-326 1 OK (non-standard section) USR=0.362 2 OK USR=0.436 3 OK USR=0.425 4 OK (non-standard section) USR=0.395 5 OK USR=0.638 6 OK USR=0.706 7 OK USR=0.571 8 OK USR=0.322 9 OK USR=0.671 10 OK USR=0.394 11 OK USR=0.728 12 OK USR=0.379 13 OK USR=0.668 14 OK USR=0.792 15 OK USR=0.846 16 OK USR=0.43 17 OK USR=0.7 18 OK USR=0.793 19 OK USR=0.846 20 OK USR=0.455 21 OK USR=0.558 22 OK USR=0.575 23 OK USR=0.52 24 OK USR=0.399 25 OK USR=0.523 26 OK USR=0.44 27 OK USR=0.703 28 OK USR=0.338 Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 37 Appendix 7.9.1-327 -14.4 42.742.782.3 USR=0.362 37.7 15.615.677.1 99.3 37.7 USR=0.436 17.9 -2.66-2.6676.1 96.7 17.9 USR=0.425 -40.2 33.4 89.8 -40.2 USR=0.395 55.3 145145109109 18.918.9 55.3 USR=0.638 166 127127108108 146146 166 USR=0.706 135 90.790.78686 130130 135 USR=0.571 57.8 73.263.8 48.448.4 57.8 USR=0.322 131 98.598.5120120 153153 131 USR=0.671 55.7 6989.6 76.376.3 55.7 USR=0.394 166 123123108108 150150 166 USR=0.728 62.7 86.383.2 59.659.6 62.7 USR=0.379 31 149149151151 32.9 USR=0.668 156 180180177177 153153 156 USR=0.792 196 121121120120 194194 196 USR=0.846 43.1 97.797.8 43.243.2 43.1 USR=0.43 20.6 147147158158 31.4 USR=0.7 149 162162180180 167167 149 USR=0.793 177 112112131131 196196 177 USR=0.846 41 92.6104 51.951.9 41 USR=0.455 7.13 95.595.5126126 37.8 USR=0.558 96.1 86.686.6121121 131131 96.1 USR=0.575 80.4 56.856.894.894.8 118118 80.4 USR=0.52 8.53 48.290.8 51.151.1 8.53 USR=0.399 119 10910958.758.7 68.868.8 119 USR=0.523 69.2 10036.3 5.35.3 69.2 USR=0.44 164 132132101101 133133 164 USR=0.703 74 76.863.8 60.960.9 74 USR=0.338 Design Status: PC Designs; SSR; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Scale = 1:400 Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Status: Punching Shear Stress Plan Design Status: Punching Shear Stress Plan - 38 Appendix 7.9.1-328 -14.4 42.742.782.3 1.14 36.536.577.4 15.7 1.14-5.06 37.637.671.3 28.6 -5.06-3.48 373749.149.1 8.688.68 -3.48 37.7 15.615.677.1 99.3 37.738.2 17.217.240.240.2 61.361.3 38.2 17.9 -2.66-2.6676.1 96.7 17.920.5 0.9840.98437.437.4 56.956.9 20.5 -40.2 33.4 89.8 -40.2-12.5 -11.8-11.843.9 43.1 -12.5-8.84 -4.2728 21.921.9 -8.84-9.41 -4.0927.8 22.522.5 -9.41 55.3 145145109109 18.918.9 55.3 32.9 144144114114 3.2 166 127127108108 146146 166 135 90.790.78686 130130 135 57.8 73.263.8 48.448.4 57.8 131 98.598.5120120 153153 131 55.7 6989.6 76.376.3 55.7 166 123123108108 150150 166 62.7 86.383.2 59.659.6 62.7 31 149149151151 32.9 43.9 143143146146 46.146.1 43.9 156 180180177177 153153 156 196 121121120120 194194 196 43.1 97.797.8 43.243.2 43.1 20.6 147147158158 31.4 35.1 141141153153 47.147.1 35.1 149 162162180180 167167 149 177 112112131131 196196 177 41 92.6104 51.951.9 41 7.13 95.595.5126126 37.8 15.3 89.689.6124124 49.649.6 15.3 96.1 86.686.6121121 131131 96.1 80.4 56.856.894.894.8 118118 80.4 8.53 48.290.8 51.151.1 8.53 119 10910958.758.7 68.868.8 119 69.2 10036.3 5.35.3 69.2 164 132132101101 133133 164 74 76.863.8 60.960.9 74 Design Status: PC Designs; SSR; SSR Description; SSR Details; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:400 Design Status - Punching Plot: (Stresses)(Standard Sections 1-999)(Max SR Context) 3rd B_PT slab design_LEVEL Roof_VE_V1.0.cpt - 2024-06-10 Design Status: SSR Plan Design Status: SSR Plan - 39 Appendix 7.9.1-329 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 430 7.9.2. MECHANICAL UNIT CUT SHEETS 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 431 7.9.3. ELEVATOR CUT SHEETS CITY OF SANTA ANA Planning and Building Agency :OORDINP,TE BLP wed BETWEEN HP AIRPUAN CONTROL ROOM WITH OTIS SUPERINTENDENT. Master ID: Contractor t4 VWhish a detailed dimensioned routing of the conduits from the control room to the hoistway. Note: Minimum conduits required are 1-3'; 1-2"and 1-1 112"in diameter. Conduits MAY NOT cross an expansion or seismic joint. STACKED MAIN LINES & LIC (NOT BY OTIS) CITY OF SANTA ANA Planning and Building Agency The falladng hems must be performed or pranded at an cast to ON Elmalar Company I'01 by the Owner or Genial Cammdorerthiragankina=rcWnmw5hgowmirg das Thepriceandtietiktionsdedused is's based m Neae jobebe conditions exiting at the beginning and during the harp lalnn of the Sooner equipment All work mustbe emamed pate applicable.national and or mdes, General PreWWOd( 1ProddemeMstorage am for akvatermai Mamasfollon', dry and amoad, pmridse rdfakesocess Wine deuebr hwstweyat the ground lend, beAm Wltl'in 100feet (309BCmm) d the belsuay and IN Sugar Nan 25 x20 hat(Mmn x6096mm) per elarator. Any wsraMles deovded by ON fmdsvafor equipment am null and wild If adpment 6 aNmd In a manna Mha ban a dry amused bohdrgemasrs. 2, [11 Pmvlde the use of a mine euikke far hoistiig a bed of up b 35001Mr. (153B kg.)for hooting the h*"d machine and wastes sin lure and the mandhor No dace qbr m enduring the hoisMay, Also, marble adequate OSHA aparmad! NO praledion at Me coaling of the top d the radial on Me root. Fall protections dbe ameadle far hand people. and be in plans poor to tlm hosting ds mIm equipment, (MMRI Praible the use of a crane k Pont Me machine bedpbee all and comfier Ink place in the machine man, prior b maiming Of machine roam. 3. Pmvldevfilammsiterefmm lmrsfadcepfoperd'spmalofdev padagingmADdal, Should4fiiueandfusecomenas notbe demanded, dapmedpackaging manna shall beepanne, the esperailthe owner 4. Provde any annuls he mmnmddda alembr equipment troughing varg and hall fmural along seen Me pahingtha gof walk, fiders, or partitions mgether with Inner panting of smmnm dears and frenas, g mquhed. Hoistwery & Pit Work 5. Pwideaclmrplumbhoiakayw4thm4lc fmmtheslzeshanmIbe0hl*ulwbavAMm 'IN'(25mn)althefirs120 Ileamad im'' (0.&nm) Inomsefamrhaddkml Owuptoa min mumd2'(52mm)ard iotkm Nan Nei dmdrmmlm alammiho Ods tryout 6 Pmdda adequate call bracket supper, bald spacing as required by gmeming code, Now pit Door to No ofhoishmy. For sled or wind hams samurai ands dk supportfor Me tap mtl brad& s be Imalglm not leis tlan indicated by brce and bndef sowing doled tadea q'abyout 6ewaIm beam wham required, Unless approved by OM rdl.becMletkchmmlwppms must be Named and flush with Me clam hrkPway line tithe floor-Sufloa MigMesceetls them eMan brobbot sparing slashed by fix esmla mde, Ohs requiressure farm M sled a ppmbpmpeMaWourgueemilbmckes, The nesimumallowedbmdkdspacirglsindtmtadinthemillormandbmrkel deletlk kNdn hNOtis Mnut Any mil dmdalmouningsafaces t hem rid In linewilh thefi� nI 'etwey dimension (te.the dear hdshvay fine) ray hared the be extended he mad Ne f@qulred dlssnw, Otis agues to Pmvlde guidance on the matter al rig apprapbaledma. If Wmarket embadled Make aimerkare prealbyCars they shol beladi by dferism with Con decumental and insuudas If wmesl tube steel is uiideEA mil supped, (2)vekal robes speed d20A'(510mm)an matter are required forms mil bmtlals with 'A' dimassn> &7W (14mam). T. Praddeadequakappalatall hamming points of each entrance. PmdRgumbvelll sudamfar Nmncesand allsuppor, am=heder, andsquaro MM am hddway. For 4'V (121am) and 4'ti' (I372Mm) fro speed adder amengments,an addi band hDanya achmenl points required for an auxiliary auppen bracket under the all amenbly in ON conder of His door door rooming, Florio floor antl grout dregulred, deMaen douMames to Ilm. A homanWaupport IsInbe deonded 1 Not (305ni above the dwopedngdthe bplandhg Iosuppon thedadrameammbly. If Poor height awned 17 V 3657mm), ahonrmkl amen the trasonhmhlt'0'(36Smm)abae6atlmropenmg, Rnaovotsamraru'rndthmmeappadxauldde l'-0'13CMm1 B. Prior to the AT al lnslellMlm, proble a all pmpay formed, areswd end mvsd lwsMay I, ad- with all applicablem&a 9. When lhot Mgthe eswf requipmnl uslmiMeOtis RT mead, d is hauirementNca kmpoary work pat sae be cpmtroWd at the hdlanding of Joe andar y(s}Tho famishing, nomination, and normal dfih's I pM platformisto be poi by others in spmrdance with gowning apes and regulations and Is not lrclul tin In the deals consrxfoh scope of work Thagatfamtate to located itm top landing of Mehastwayts)and shall besauraksle lynedbtllebuldingstnwlure The pindmn shall be deigned fa ad less than Sho f ungam Me land and a mnaMded point load of 500Ib (P27III The plalfamsha be insalllm=plate m guards is of the pammter of any opening to the plalfom. The asking surface ofthe platform shin haw oft coy reach secure Poohorage pelMsYar altlmmN of NO atresl llfdlies, lanyems, arderaeradon dances. The decgn and installation title lenpaary psflorm shall be In acadace ah the appf ble pronsias of all fademl, ease and local coded and regdafiais imluding but not limited lathe Iaw,iamendmeMsofAm.an Netitaal Skr4kds Inmbnd, InpyANBIX the 0ccumad al salary and Health Ad and me State Budlrg Code in affect In the skis In whah the emi is both@ milled. Otis Fesafempemrywom platfmntlmgn Ndmmsihere requiraents. Request a copy of Oda darting M WCR krdesis, All my eadpWa im Isbbefamishedand ImUledbyothers. sevaalflows:belowthe orcmad prdeatl.awokdeck IsalsoN bepmnded Otis agrees to prof guidance an this materatthe approglderime. IO.A)Prasctlan hearten: As rmuiretlM the Competition Smothered Health Administrator, (OSHA) OX502.B)(1�3) afreasbndug nravablebomwded eahheiazpmldgalakhfloa. BomeadearIN I a4T (1067mmJ hgh, wlN mldrdland k d bmrd and 0tNs nd 2D01bs, (90.71,g)dwmmland hamernal phoose. B.I Rosclim f mn Falllrg Objada: As required by the.Oauparderal Sceryand Ha kin Adni,Wt. (OSHA)1926.502(j)header, pmtadlen ft. lallingdebris and other Inal ramame byeiNer', 1)Full Nance.samortimashInfront ofall9Emkra,.- 2) 6eoreNmnbdlnd a ayss te all elevabrlobbies gocl and key)With pied Net. 'cry Ilmater perseand beyond ms prondierf. Not. Harris, A) and Bi can be lrmyeted aysMre. Haphary concedes and saeaang shall be imcb0, maintained and remwad by amain. 11. kpundea Of near dmgned to a eosin wNtllforcesteased on amaty 4npad) an our and manNmdght mile and impact lands on aid munsnwtighlbfiemasaham an the Of layout . The pit Mai be dry and all The all pit must ban a Madman Bamp pump b me+atMeamumulstl.of waler.I.astlm tobemndindmwith One lamed all eland rmmpamns and cans a- Inarms requiring fire ighleas ama ggncy apadm FEO)1 a Santa pumpldmin shall beprovided bat stall here Nei capacity k nmmro a mlmmum of 11.4 PrA (3,ON gad) pa down, (AM At 7.11CSA B441atest appl'wbte adds year at. 2.225).Otlire at thd the amavarily Lean Drsurry pump system Is In mmplaaa with all applicable mom and laws. 12 TOP and BOTTOM landnpe(and the MAIN lancing (and repplirable), aren l b beomnstat until afe all awar, equipment is mourned in ih beidway. The . entire faWMl thud be open fandellatim with thefollawng rough manngd'meness do be sham on mound) Rough Opening Val = CLEAR HOISTWAVWIDTH - Rough Opening Depth = 2452mm OfF) for a 2134mm IT T) antonce height 2941(YV) far a 2438mm(B'-01) Nonce height. Remaining ford mimnce who are not b be comrhu.Ued until aria data frames and all are in place. Whan the lmrd walls are poured concrete (bearing Wdla) rough manual far aims shoen an the Oes layout, am refund, prier to theahpkden and turnover dMe emaCrul all otr walls mud beImbued and mughdamagefIlad in connito mainhln fire most lateral requharenb. 13. Pmdde aid IPatafind vatical Iran bidder In cam on as required bypowmlrg mdaend bated per Otis layouu a asmminsedwin Ole paanmll, Ladderw& and pi pmket requirements am sham la the pit Mamas. the Otis layout Farmomnm haighh of up to R134m idle top rag of the ladder man beaten With the botlom aralrg. Fa antranm lelmbe gmaer than 7'(2134Mm) 0. 4 rung muatbelT(305mmjabmelrabdlom Wndmg. HandgdpmabaRmiWtoalelgMof4'(1219mn(above Nemiamlardiig. hkodgnro mudha+e 411T(114mm)mad clearance. hour thelrceMetlim,PoanyalsWction inthehoMway. (Beta Nmedebiluiewafrtypicolladder armngement) if pi depth IN gmale Nan 9-10' (3001[13'9"(4191mm) with an On them bosom landing], a at appose door ls rap'Irbe. 14. ireWIpermmenlllgMfltmineKhelevatorpb Wit lllumfre9gmmnmlesgmlO0k(10fo)mm redatlheplltlmr. The II9ht bulbs shall be economy goaded to paved perfect and amdmkl bmakege, ThallgMS1Poh shun cam burled ink be vamiaefmm Nephlemororacceadoco 15. Provide and III guarding d muntawxlkht In a multioleelenfor has" as Paul dom a caMemdght s located bees¢om devabrs, the aakrmight moray and be guarded an me side nest to Me adjacent elevator. The guaNing mud most a exam the tournament of ASME A17. VCSA B44 Initial apAwble mdo yar,s *,23.23. 16, 1f pit depth gmaler than B'8" (2515mm)a platform for amassing the equjpmmt on the undemltle of the car ¢required per the bled applwbla ands yea of ASME Al7.11CSA B44 serum 228. The pladarm shall; a. Be mordlrabd with One pemnmel b incase with Otis almeterequipment b. 11,16herndoamosm and Platesfeam as banned to dl spWalorped . c. Be equipped with OSHA compiled guarail9 afar, a fall heard axles. III In seamlc risk are: campy set all applicable building ands requirements to rmbain hdue b ground amdamtion during an mmhgmke e. Be deapped and im IW lamppost unbout permanent dafmretlon an Me fdloAng loads! Mmmnmof 80ldHsq (390kgmaq) ewnhydidrlMedmvrtheadlresandngpabomarea,mnimumd225Ib.(100kg)m rabdlmdmany3lnsq(2000mmglama 177 ON. used In hanaray, aabodon mn,bias 9814 or an of inswerdMlspecsum ultravidel radiation, forth. full h fight otthe labromay. 1B.If an ameryence oarin a blind Mlsbaysaquked, provide moufwed Singini mdlm type doorshm deardessrends satf Nostra bents perASMEA171CSA INA ssd applicable ode sear, swan 2.11.12. Conduct your lad ON peremlrel faadeleted owing AAA269001)_FMI)afpwing06esponflopgllrements. Control RoorrdSpaw and Machines ancce Pre .,,_ark 19, (MR� aragde a ameNe mntroVmarti'Ine rmmSpatw,'s) WI aoxss and vmdstion In epmNante with all applicable codes and regulMlm, The antroVmedkns koMapemVa)shelf bemalmenedata kmpaatunbetwem 32F (OC) and 104F(40C)bbe naaaured 6fmt(la3O= ebewthefim and 1 tod(3o5mm)olfrom dmfmmmnferof tM wmnUd"s), Raadvehumidal tw Smm95%mnoaaddesm PradewnBehonnwllgisheetrel moumunlown wamthamphocnitmall.d Poser9appyppm Lan mom ureanequyoura 11 yearbrermgaa ndN onpecon)an levelWmedlmk wiNyour eat pmaaum.tyferiha year ra{uimneh r In your am Ilyformarallmachim radspea(s) lenpidfarmescam Npee. re4uiiewns, contact your local 0115 salt represerdetiw far amiimw: [I PrO me a suitable maclttna mom win aaam and venblatlm In amadonce seen all applicable atlas and regu towns with a rardaad alvaestrudurel dehmdcanplieawiMtltaeleeakmcmlmtlorsdNail lamplele. Doegnslau mbeASMEA1711CBA B44latest appiwde code year requirements b support the faros down on the OR a layout and design tribal dec ur enlm In Ohs conrrhalfm of stiuWnl Slab form. Mahlne beams are nefrequrred ah a aMNred and amangamN Odd al provide akmrkkmost kmkodaand posaromaln the machine roan slab, all of whim must be precisely behind. The mahse man stall be mandined at afmpembre bottom 3TFIII and 1047 IW C)fobe moscausnod 6fed inInOrm)dowthe Poor ad l fmt(305mm)out fromthefromcrosroftheamMrolsr(s) NlatkehwdM lsoMtommd95%n.,mdemipg. Provldenm'lleWntesuilots heatrekaseamumsmsho4nmthe Otis CakmalmofPae &pplykrm. La llwdmmayrxMimh'ghR Wpaelurermges and higher Notation levels pease Check wNhyour ImalcmeadhNyfar Me Seal requirements In your areas Ifyamachlm roam MnpmW m exceed these requlrenniM ended your lam) Otis elm repremenstiw for assssnce. he belo hated seton dmntrWm6dlne Isothepmide al th le5sMan2Lquhe folad shun, ithenalevel nghi dwlchs fo be located wih'In 16^ (457mm) fo the lmkjamh aura d the aaem door m the mmmlmamme moaspemis). 21. Formed adrollmacmnemmsmw(s) ah SIT passing and sed4mdng dears With a group 2If dewed. In abandon, puree that all air gaps around the doom are aeelm li.ethwamo d, wssathor stripping, dc.l 22.IMRLIMainsintetamperafareallhetopdNeihoistwaylmachlmspace)bet n3TF(D°C)and IlYF(4VC). Relative bemndly matmaxceed95%m-Ndral p. Pmvlde reMllatlon ksull WsmalmeasamouMseasMNm mom Otis Csmlmatl. of Paver Supply farm If you macMm seam temperatures ewxmlhan requkemNs cod d your loan One .1. Norseman. krmsissma, 2a.IMAL Ihabit a parm sal light forme of the top of he**(r¢tlane apam) Mrotless Man 2004ux p9 fil are mea.redS the "I of ON sanding sodas an them when the amour is at the cap bnd'ing, Light Sibh sto belocated In the hoissay per the Otis about 24. Laatmd Real or arrow, suppers in the hoommy everMm lmachlm seam) 4 the devalet bears and chasms as required bydevabroNredor 251Mll Pmvlde a said safety beam gable of damping rid us, lead of 5000 Nei, (2266kg) lammed per ON I None oo No. a- Tom ca-sNG I wEERTO mvcs-10. cEra�aaata=PN,-mR..-PL Approved FOR PERMIT ISSUANCE Master ID: Date: Ere Prevention Prepni" 26, Rovndeholssayhadls designed and mmbuded Inaccwda en with to ream red f Inuring lindadianMesa pares whereekmmn f dare hares, call breckn fasmings, alb any aha im eeallm Imo be hantway, oath 27 In the Ungm asks movies was dda .burled as required, ah winrg I the sensing dooms to the contrdlo(s) desigrated by0tis. a. Far eat group of elenlem points normally dosed markarepresesrg the make daNcor ad the contained room landing. b. Fa each gap dalmos m, madea nmrelydosed mnbdrepresenting All amokeddedore located in lobby ho'skays or nhd maNspece(sf, out no Me smoke diameter at the dealmorea return landing(me abowl or to smoke dush4orsad dmcrJed In the butlers hdow. If a Snake detech is label In the real at or below CS lomor of to had mcd landings,0 shall be wired N asAvaw the me mmrcly clmed mmad as the smoke delaNr lamlm In the ll at Me lI the two recall landings. If Mardi rooMspeams)amlkne atthedodgakd rest landing,the smokedeteclam Iawedtheromehag "red b adlvete the same na lry deaod conbd as ON smoke detector at the designated binding, c. Requirements far immanently iluminating do firetal nsualagnal intheaopposing panel, near bullet belmappy. Fa a single unit or for a group or eloatam hating one cammma 111 moms mays) and m mmmn fokM,ay, prande me additional normally dosed mnladmpr obi the contrd mencepaws)and Pasoan, wanetlttafae. Iftegroupate;mmmetlanmehoidwayandhonhvaysnokedele aminslalled, adlhegmm ryhaeore rethener control mmJspecd) pmldeone tmmlry dram mmadformd elaualor, The renmdisfo redemeMtheanekedeader iaMemmrol roomrrmsecas)bhat pa lartanbr, and my smoke dreams'. Nei haisbrey cordainirg thatmtroulx dooduor. d, InjudatliefmamadmingA17120191B4d:19ailhmofthe FJeralor&Ease ldSakyCade, and where Eredean Inthmg Panama am led u a l In the battery. seam panes that are rated and Irasd for the applimdom and man* to A17.1-201 gal 19 requirement 2.8.2 4 dell be pravlded and coal in ahem rid to inrafare with all equipment Sur 011s mmmd layout and aeardNek With and Otis mgaeMadve. 28. In Coach praise snake detectors laaktlas required, win wing tram ens sensingda+iwsmthe deignaed ocalmer(s) recut andirg, a. Far and group d devabR, povide a normally moved mama mpresNy the smoke demdor at the dealgnated ream Iandirg and if prow ded, from the sensing dense in to pL b. Fa of group of donations, prairie a nmrelry corm] Same representing dl stake ddmmm bated in devator lobbied, and Mat Me smoke debe4ar. d the designated mouth larding Ilse shwa), and B prodded, fmm Me sensing boom in the lop of the. hareal a.Fa eat gray d elench, peace nmmly&%it what mpremndig the MM demberInthe all Machin mend rthe mhce(6X d. tlthenachlradbad man(symmhd.rawly o is beaked arms Waigakdream ro� On ritesmoke delaias noted themin shallM, prdma a ad Ric samenemdly clmmmhlalasIMsmokedaw,dor dIcadmi tow sin the Fix maeat group of dancers, Pa^beerad tooth of to mosprom a mrmclytlmmmtdadredeesanting tlresereingtlenmsinthamamine mum, and B pmndm In the gtacthekp tithe hdslway.For the Fre Harlin Ina aevalor) e. Injuradcm enfrminA At7.1201k014:19 eati. of the Elastor&SessM Safety Cod and whore fre alamlmtiating dances are laded In Ne hadawr, cams prods that era mum and feted far the apt wmnand compry in At 7120191344:19 requirement 2.&2 4 shal be provided and loaktl in arms cal to Inkree With elevator equipment SedOtis=hadiayomand oeardlrrd,with kcal ON mo odrama 29, In Me Ibbed Skks, tfanrtnklasam Inamlled Inthe holsMay(s,, adroMachlm mmwmaddeb am.hire aggrawd, a are b auramsymlly dimxaed the min line New supply of the affected devamr and any othor wWa guppies used b mow Me elaator upon a prior fotheapplication dseem is required (uncesprohibikd by loal code) , Stake delafe sshall Not be used todeal sprinkles in horesai (s) mahmdccotrol maml or machinery shams or W dbamd me rdanlne Now supply. In addf on, when Me Adamahc Remwry Operation (AAO)' unmodified, Me mean p ul to a ndmaf tally dsmnnetl ••power to Me elevator stall be equipped oft, a addamad ai consul bet spdsidviy opened all poser Is rammed from the erader system ins aumatimlly mnttlsd marine discmed mudbe peadod with all woodshed wring and mmui b the anion. 30. PmldemmoVmaehtnemoWspam(s)oddeart mdeMMOWfimmeistlwml ton. 31, Praloean'ABCflreeztirguimer, minimum 1g lbein oammVrmN'me room. OTIS MACHINE ROOM.. (MRL) Gen3 Peak CONT REQUIREMENTS ROOM REVISION DATE: 1/11/2024 DWG. NO,: PWBO THIS-INKANDTHEweORMARON rrCON TA.s ARETHE BUILDING 3rd&Broadway env 1"GTs"I. H ,s a°viaao°o oni-- off THEco°``rkeHe-CONOmON THAT LOCATION Santa Ana, CA, ED-L- D INnW- FOR IN CONT. WITH ANDTHWATO oeuANDITAroAr�uvcovIES-Be his: OWNER FROMR.LV RETURNED TO ORS. ARCHT. Gensler UNPUBLISHED WORK® OTIS En.EVATOR COMPA endow _ RIGHTS RESERVED. CONTRACTNO. Foreliminan CITY OF SANTA ANA Planning and Building Agency Electrical Requirements 32. Poor In go of installation provleapemenem Men(31 plain d ri friedaayslem with asa+ard2 apipmem-gmundling mMualor Is malirg In the cmlrol monnSmw(s),ladled par OftI ul. Faeder onductarsand grounding pchl sized acoxdingto dmmamnmrteradeddmasst m onaeNsConOrmd'on d PmrerSmpN farm. Fort armnduedomard gridea rg conductor mug becopper. AM1ind disconnect south a timed breaker capable dbeing tidied In the open position, for each devamr par the Normal Eedriral Code(ANSIINFEA 70) or Canadian Ela9kal Cade (C22.1)with fro are branch wil to oarmalo INEC620.5L 620fil(D),am620@IaICECRde3 l-0 2)(d)I. The dlscrnnecdng meats required by the National Electrical Cade or Canadian 9SOF-Il Obde CEC (Rule 384511 atoll be prodded with at. asmciand wrong undershoot ito the amtaller. Sire d roam aeama en salt sterner pros darederlali¢. Fuses are up be current losing dab R(f aequvalem. Oratbmakemam to have amll rremPolg chamemlatlwBloweentN class RK1 faro Fuss ordrod break. are to befirne dew& mvetMefull load up a 6r*orrenl. AJeratmganmttyprally4OR peak is indicated on to Gt6 Conflmretion of Power Supply F=,, and load for duration nmto wood 7 semnas.Feeler conaudas and assedated wldy to Me.pa rlobe good O omit wring Real do IS5%madmum whanMos ning assentor full bad up a=ll Imgmnen. In addition, when the Aalamalb Bowery OpraMn (AR0l dspea ed. gre mail fund dasonretlngtlr or cimut breakmshall be equipped wi0 der amillary mnmed Mat are preffvely opened whom Me mainline disconnect a in Ma OFF p wFrThe Wilding poorer Byrom seed or operate the elavater(s) atoll be Phase of supplyin con linear Ireds and be capable M aombiythe regenerated parer Jed on the Oft CConlinnornof Power Supply form. If three 3) phase power a M order stthe gddof InsaualW,0 ompaary airgle phase22OV, 55 ampere Power supplywflh fuseddlsmnnedaamundeauafa�elevearandmibbn lnMeomrelum(syspanyJmnbeprddaed. mappron faqullde aadimnal cost and automation from Ma Otis mnstruehm apork ndeM NO: Cott with the CasWthan SupadnleMe t of your knourn mneemirg the Indoor pS2grapi To meet the data upon which me saw rom are to he wmed ovel the pommnand 3-pha¢e fader aydem and protective bedces mud be lnsdllei and power mlbb6 poor to then s omf slower imollation. 33, Er a dediJed 125t4k 15dmpare:tinglephase branch Nrrom won a food diamond swloh or droll breaker This dlsmmec or f makan shall be capable of being toted in the open pmatm and located per The Otis layout. This branch dma applies 0e car lights. car top receptacle, auxiliary IigMy parer won, and vaNdlion m and car in mmpllance wth the National Elsuical Us (NEC 611 or Canadm Eleclriml Cade CEC Rue 38,0531, (00-1llOrs0.%us vow Star YDiwanad In jurisdlcbona anfi gASME At7.120191 CSA B44:19 and oar seldomerr Oli60ne Plus Mena ha been Jaded, and of. So elerotorgmuphas4mmormomandarindl0m(60d)opea andovmgroupMang5ormmcam Prowden dadleead 125mh, 15 ampere, single phase power supply with fused SPST dtsmnnet Sol or draft baker and a eapaaa equpmm grounding medu ter, par group dek dos m the came laetim anthe mainline devatcr diemnnaa This dlamnt or breaker shall be capable Of being laotl in lire open program pre National ElWdcal Codester Camdten Bectial Code. If ,Top (sanity) power syslon Is applied Ma dleo nned must be arranged O be fed M1an Me same emargarry (dandby) power monde switch athe elcodergroup . 34. Ronde a dedraatl 125 vo1,15 ampere Vie phase form-upply with a bread SPST d ruchnedarral hor dram breaker per group Of de2 fee randthe labg. This dismnn d a breaker shall be capable of being lake¢ in to open positm and ladled par Me One dyout Canadlen Eactrael Oeds CEC Rule360531. 35. All 125 vat, 15or 20 ampere singirphane rexptimas imalled in pigs) m chlrea sed rem. conha0na[hine rmMspatats)emit be dMe. gwndfault drautlmarmder the. AdedtJad smi phase mapadoopplyiy a permanenbyinsalled pit sump pump shall not require GFEI poancer 36. Rorlaealedric powerfrlights Oda, warding, foisting, sou. duMg insdtation Nis, suticienl po'werfor sdmng, riling and adjusting Me elevator. 37, Cafmompreen Rod i,-d A In judsd'cal enrel ASME Al7 la161 CSA 1k4.16 and our editions, became on dadm ante oiephone tine, par eleotdr, M the elo scar comrairmMspece(sJ, and terminated lMemmdler destgoled by Me Due mnatrumim mpNmodent. fiefaenbe'to ASME At7,111SAB44ragaandthe Otis power dcmfImesion letter tarspeotlo mqure %. B. In jurisdiction¢ enfady ASME A 17120191 CSA B44:19 and later eadiore or Of a One Phu Vida has been selected, warkmg homet mug be In place fix prepardt mnne*ns. as Mown on the Otls. CmfomOon bf Power Supply form , Mlntnom aamlom bandwidth shall be5 all per gaoway, mnimum upload bandwidth "If be l Mbfa per gat,".A RA nel onnalion valabn mN be a(al dart as neswark temp far cad group d devabm in lire soma baton as Me omrar(sjl. lleInert all munm so her aossable at the minimum daedMdh roe ohm primary parer a absent and Wildly bedup power n in use. Undut and pull will mad O be prattled tom Me fungal he Ne 1am6m Of the tal We IT reWiredl 30. Emergency Prof ICommunMatm A In areas under the judpold qN d ASME A17.11 CSA B44 20W O 2016 addles whole Me alevatur tevd Is greater Man a equal to60 to (110 mdab,. provide two-way calm ewnmudnmtum mean Mat shell aratio w argmcy pamnrel am, Ore bond OFF to eaaNlahmmnunimtastomehmrindMdJlyvAhwmem*nbyap mnwithin Mem. Tinemmmnlo6mmomshill o nice rommmicamns O the proode OF the Wilily and once esabfsbed shall any be teminOmit Orleans and by emergency O Mscar. Rear O de ASME At 7.10SA B44 applical CA year, ead1om 2 27 1.1C fa exact requirements. B.Otis One Plusinto aPPLKicak OiscmmdInjudadldlomedordng ASMEA17.1-20191CSAB44:19andlateredtdwsor Otia Om Plo power beomJhh abaed wbere elevdmotsa orconat beefor pm'ndearatliootlmetgt,l5ang con andopMw powersupplysasha(rendSPSTdado tonacircuitbreamrnd a boker1.11beedropsoi being modulo, In theopbulding in OasamelommnaaOemdn linen Catadi Eactd.Thiss. IfemJency WhallbecaSstemSsupplied Has Ma open position per Nand EIoMJ Gods th Careden Eleuanl Dom. If emargansfers w tch pater system d applied Mndwonnms the mayedObefM M1omthe same emergency(sdMby)powermnsferewMfmthe devdagroup Candod and ph ore need O be provided for the mmmunidration aaNee from Me hoNway In fee Ideation of Me al Kiosk (if moues, l please moMlreo scroll pare and Midway coreadaulaation with If Ors mpreonatva. (Odam1100a0. Flon"J O-AMbhaea Pmmnrel peek Rumpada Injunrelated, arder ASMEAl7.120191CSA B44,19 and later add cur or Otis One Plus idea has been needed and when the IaaWn of Oe call cenm for ge a r mergancy mn unimMn system is semiarid within Me Wildlnyompus as per ASME At7,11 GSA B442171, provide a 125 whet 15 ampere singleytd pmerwppyrecepadea Oulxanenwhem Oee6moremagMmmmunintionsy5om MlibemonNmd if emergency standby) power syston Is appied Mile rempocle must be arranged O be find cam Oe same emergency (sandhy) power border nth as the rural group. 39. IOplieaaq For elmatemllaayan'mua build OFF heal povibe6nparete 120Bit, 15anpare, single France pows,supply with Nosed SPST ddmnn err each a omit or located as handed fa inter communiml system power supply. Clound to be arranged fa IFfilm Mebudding emergency lighting supply dpro Most Conduit and wining for remotelyIttated inain+wonuniJing eatme. 40.[Opbnag For imallamns havbga lobby pand, create conduit and pull rmaO roTders,under mmralfindcaOr panes, plow maams@ coedud sane and history mMotiombcation who lmel One representation. 41. Panel Per insallafons having emergency (sal power, provider the emergency brrandby) power unit as, means her doing. O The omery¢mnsuppNhy)powder mllshot dd to the dov& ad®mnredw.7afmslnthe sper rooMsp.(s), cuff power O operate one a mere banks al a the at full mated! speed and used load. The Emergency(dardby) Pros source shall be shoe be handle the regenerated power from Ma elevator coned drop Storms) ea listed In the OtisCantirmatim of Power Supply Faro, M automatic power transfer couch Is raqured for each pas feadar O mono%both normal and emergency (saedbyj power mnaitionsandtopafamlhetarsferfmmo ttheote.. Swildrbhsualw olmr lycloseddrya n,,analobeopm when Me search Is in Me emergency (sardby) prose position; Me alter to open pgon'mdudm of power temfm wed Indoor when transferis drmpk@. Switch to have an mhbit fmndn oho will many Danger to nomal and Or emergency (eamby) power by an adjustable patio of0-30D seconds. Switd mall hate a phase nor fast., which prohibits the transfer of power taarea• o amrcas An the wuroesa.in pensigh So other. If a shurpobeside Bprodded, an hall mumly dosedmrmad zeds, of assmlatea wirlyand conduit upthe mntruar, Is required film [he emergency (sanaby) power worm The emergency hour power colt must be capable of abradng regmernow power or elewaNr In a¢adance with ANSONFPA 70 requiremsms 620,91. Emerge yFail power system shall be oarected M a 1254 poerdmuit moral in Ik2. d the Power Confirmation for Mebmnch omit supplying Me or rights or top handsome, auxiliary Our light power spume and err wentilatim. 42Poong compass'"Dlm*ding system- a dadlcaod 125 rot 20 amperesinglaphm power supply with SPST board disconnect switch ar and brnka The fused dloodnnecl ex dicut beaker shall becapable of Wly broad in the open poaden and located upstream of Oe slain afar asoprnenl. ThisdlrmnnJerdRuabakermusbetosightdMeCor OWthingSydomequipmml. Consul and pull are need to beprided fix Ms commi nuffercablesfrom Melaatimdthe Compss Dlepatder It requir dose madinesamndutsureand hot *mnneAomoatonwfthteal Otisreprearratve. (Ool Bevala Manegemem%drem(EMS)-ad d,i 125 ant 20 ampere Single phasee. power supply with SPST diwsmedsrdtch or drced Beaker. M but outad per OMs layout and at any bmtion where a Seautty Stater ardru Fire SWim Is luraehed. Clrtuils to be arranged for fondling tanme hutamg sondbor-ganylighting apply dprodded, Col and pull Nine neadto be prwMed far the communicatlm cables from Me Iaztlm of the Sedurlol Salim lit requiotl), phrase beadinhe conduit on and hdshaay connJnnldcaton with deal Otis rspreaemal FSAE Hoistwa sy_B Pit FrNK 43. Provide dl regard Is rlprmWrd codo. requirements for Far S.. Access Elevxms as pan IBC wed III FSAE Machine Room Prel3^Nork 44. Rorer biomass coned and Rml wilt mmieding equipment FSAE Fire Protection PrepNJak 45. Cmplywtth Ni requlrermrm rdBtive O hoidway prasar'oation antl spMber pre tiro FSAE Electrical Requirements 46.Rte Mafoy llgMln9 It Forecanala 111ur, measured on to of car) fa mlm Id Internal 47. Emegency(sandby) paver meet our powerWsymbol machine mom, control mama 4B. Wlra acadrs[hat are located oudltle orlon dmelor Misfwe and mactinamom Oat pmritl mane lour standby, m power, control onto, cmunlcaton wlMthe mr, IlgMywatiy, ,Ielfmntlbtlnly, ventilatlpraad retleted3ysystems abellhe prodgedw required byohapor00dtlle If You agree In indemnityand rare Otis h oil against any and all liability and code arising old Of your failure tD miry but my, OF ba foryang rdryiremened, Nara For NOT a—Tws. care c I BEFFSTOMon-10. caoaasp=PNPN,-mw..-ri Approved FOR PERMIT ISSUANCE Master ID: Date: OTIS MACHINE ROOMLESS (MRL) Gen3 Peak CONT RROL SPAEQUIREMENTS ROOM REVISION DATE: 1/11/2024 DWG. NO,: PWBO m VVOINK AND THE INFORMATION nrcoNTams ARETRE BUILDING 3rd&Broadway NY1"OTII'I dins aD'S.E.TO OTHERS off THE EMPRESS Dorvomom THAT LOCATION Santa Ana, CA, FT "LL BE BED ONLI EDIFECL nnDIN w`a°o E SO' R, CONT. WITH ANDTHHATO DeuARDITAroArYCOPIEs-BE his: OWNER PROMPTLY REfHENED TO OTIS ARCHT. Gensler UNPUBLISHED WORK ® OTIS Er.EVATOR coms'Ahh/mgs a ICRrS RESERVED. CONTRACTNO. Preliminan CITY OF SANTA ANA Planning and BUilding Agency r INSERT INSERT SEE NOTE B SEE NOTE B � HALL BUTTON? 2 All �11 I 'PAM _L 1 ,1 SEE NOTES J HALLBUTTON A, 13 & 14 3'-513/16'.' 4'-0 CL.RO.OPNG 5'-83/B" .4`1 CLOPNG 3'-913/16" 2'-11 13/18° • 4'-0 3/8" 5'-8" R.O. • 2'-11 13/18" T-85/16"CAR INSIDE 71- 11 a, CAR INSIDE 10'-6" CLHSTWY&PIT 10'-6' CLHSTWV SPIT 4" SEE�NOTE 6 21'-0"TOTAL —r• CL HOIEAR STWAYB PIT :3 A'I, ILYA I = i1i u•H 3TE63Ih yaoz�a1e F. 1 4o B-� aTns z z z z z z z z PIT PLAN VIEW FORCE SHOWN INCLUDES DOUBLING FOR IMPACT (SEE NOTE 11) Approved .FOR PERMIT ISSUANC� TUBE STEEL - FLUSH WITH HOISTWAY I (NOT BY OTIS)J Mast r ID: jru�te: TUBE ST FLUSH W71H H015 EY AY TUBE STEEL , FLUSH _ Y (NOT BYO IS) (NOT BY OTIS) INSIDE HOISTWAV m. —L—�� INSIDE HOISTWAV NOTE A IF CUTOUT REQUIRED FOR PIT LADDER, 23" (WIDTH) X 2-1/2"(DEPTH) X PIT DEPTH + 4'-0" OTIS REPRESENTATIVE TO CONFIRM YOUR SPECIFIC LOCATION. NOTE 8 THESE DIMENSIONS ARE BASED ON HOISTWAY SIZES SHOWN & 30" INSERTS. IF EITHER OFTHESE VARY. CONSULT THE SALES REPRESENTATIVE. NOTE C HOISTWAY LIGHT SWITCH (LOCATED 3'-0" ABOVE TOP LANDING) COORDINATE LOCATION WITH OTIS. APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED SIGNED: DATE: THIS WORK AND THE INFORMATION RCONTAINSARE THE PROPERTY OF OTIS ELEVATOR COMPANY I.OTI51. IT IS DELMEPED TO OTHERS ON THE E RESS CONDITION THAT IT WILL BE USED ONLY FOR OR DN BEHALF OF OTIS; THAT NEITHER IT NOR THE INFORMATION IT CONTAINS W ILL BE REPRODUCED OR DISCLOSED.IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF ODS; AND AT ON DEMAND IT AND ANY COPIES WILL BE PROMPTLY RETURNED TO UNPUBUSHEDWORK 'G OLS ELEVATOR COMPANY PU04 L RIGHTSRESERVED_ OTIS Gen3 Peak 5000 500 F.P.M CAB TYPE =VENERCB COUNTER WEIGHT SAFTEY=N SEISMIC = ZONE4 GLASS BACK CAR =N REVISION DATE: 1/11/2024 DWG. NO.: PLAN VIEW _ BUILDING 3rd & Broadway C� LOCATION Santa Ana CA, CONY. WITH OWNER DIRECTIONAL ARROW ARCHT. Gensler INDICATES NORTH CONTRACT NO. Preliminary Only CITY OF SANTA ANA Planning and BUilding Agency FLOOR REAR FRONT HEIGHT FLOOR FLOOR MARKING .MARKING_ 15 10'-6" 14 10'-6" 13 10'-6 " 10'-6 " 10'-6 " 12 11 10 10'-6 " 9 a 10'-6 „ S 0 11'-6 " 7 11'-6 " 6 10'-0" 5' 10'-0 " 4 10'-0 " 3 10'-0 " 2. 2R 2 21'-0" G 10'-0" 1R 1 11"-0" B FLOOR HEIGHT REAR FLOOR MARKING FROM FLOOR MARKING FLOOR HEIGHT FLOOR MARKING FRONT ION HUH MAX. SPACINU BEI WEEN INSEH I S SEE HAIL FORCE DETAIL COUNTERWEIGHT SAFTIES ARE REQUIRED WHEN OCCUPPIED SPACE EXISTS BELOW THE PIT, PER ASME Al 7.1 SECTION 2.6. RIGHT HAND OPENING AS SHOWN CENTER AND LEFT HAND OPENING OPPOSITE MACHINE MOUNTING STRUCTURE MMS MACHINE LENGTH 8'-17/8" MACHINEWIDTH 1 6'-103/16" MACHINE HEIGHT 1 1'S 318" SILLA5SEMBLY (BY OTIS) FINISHED FLOOR SILL LINE GROUT STOP DOOR SPACE — FRONT WALL LINE SEE NOTE 7 DETAIL "A" SILL SUPPORT ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE ASSEMBLY REQUIRED, MUST WITHSTAND A H(ORRIIZONTAL PULL-OUT FORCE OF INCLUDING SU PORT R ENTER SIEA, FASTENINGLL SUPPORT BRCKET ENTRANCE) (NOT BY OTIS). Approved ._FOR PERMIT ISSUAN RAIL FORC & BRACKET SPACR G DETAIL RI a ei ' Y - R1(LBS.) 564 R2(LRS.) 1D4 VX (LBS.1 2315 CAR MAXIMUM BRACKET SPACING RAIL SIZE 1157 13'-11" #1 R1 (LBS.) R2 (LBS.) 297 32 VX (LBS.1 2773 CWT VY(LBS.) 1386 MAXIMUM BRACKET SPACING 13'-11" RAIL SIZE #1-1/2. CAR R1 = SAFETY APPLICATION CWT R1 = RUNNING R2 = LOADING OR RUNNING BUILDING RAIL SUPPORTS (NOT BY OTIS) SHALL BE DESIGNED TO SUSTAIN THE HORIZONTAL RAIL FORCES WITH A MAXIMUM ALLOWABLE DEFLECTION OF 1/8" APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED SIGNED: DATE: THIS WORK AND THE INFORMATION IT CONTAINS ARE THE PROPERTY OF OTIS ELEVATOR COMPANY rCTI51. IT IS DELMEPED TO OTHERS ON THE EMPRESS CONDITION THAT IT WILL BE USED ONLY FOR OR DN BEHALF OF OTIS: THAT NEITHERIDNOR THE INFORMATION IT CONTAINS *ILL BE REPRODUCED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF OTIS MD THAT ON DEMAND IT AND ANY COPIES WILL BE PROMPTLY RETURNED TO UNPUBUSHEDWORK O�OTISEL IF- \•ll i �J Gen3 Peak 5000 500 F.P.M CAB TYPE =VENERCB COUNTER WEIGHT SAFTEY=N SEISMIC = ZONE4 GLASS BACK CAR =N REVISION DATE: 1/11/2024 DWG. NO.: ELEVATION BUILDING 3rd & Broadway LOCATION Santa Ana, CA, CONT. WITH OWNER ARCHT. Gensler CONTRACT NO. PreliminaryOnly CITY OF SANTA ANA Planning and BUilding Agency NOTES: Z WEIGHT OF CONTROL o! 3'-7 5/16" 16 0 O MIN. CLEAR 1;4j' Z_ CP <N OTISONE PLUS VIDEO Z GATEWAY (IF REO'D) MINIMUM CONTROL ROOM REQUIREMENTS TWO CAR ,( 10'SUPPORT STEEL 4" 10'-&' CLEAR HSTWY. & PIT 10'-8" CLEAR HSTWY. & PIT _ _ — _ — _ — _ _ O B ELEV. NO. 1 O A A C ELEV. NO. 2 B D BUILDING REACTIONS KIPS STATIC DYNAMIC A 3.69 6.9 B 3:58 8.63 C 6.85 12.6 D 6.65 12.12 MACH. BEAM SIZE W 12X40 A 135"LG DESIGN CRITERIA FOR BUILDING IMMEDIATE SUPPORTS: 1. STATIC CONDITION: L = SPAN AILDw. 1666 2. DYNAMIC CONDITION: STRESS =80% OF THE PERMITTED STRESSES FOR STATIC LOADS. MACHINE MOUNTING STRUCTURE (MMS) SECTION Z - Z BLOCKOUT IN WALL TO ALLOW ELECTRICAL TROUGHING & CONDUIT, SIZE SHOWN IS FOR 2 CAR ARRANGEMENT W/ CONTROL ROOM AT THE TOP LANDING. (SEE NOTE 3, (REF:-PV BO)) Approved REACTION LOAD „�'E"QC,TION LOAD BUILDING STEEL STEEL (NOT BYO POTIS) (NOT BY OTIS) CLEAR CLEAR —�HOISTWAV --_—HOISTWAY LINE LINE 3" MIN. 1/26EAM WIDTH 3"MIN. 79[_11. ' SUPPORT 0 MA%. 6"MIN. BEAM MIN. _ 5"MIN. I 4"SEPARATOR LEFT BEAM RIGHT STEEL SUPPORT STEEL SUPPORT CLEAR CLEAR HOISTWAYI �HOISTWAY LINE LINE BETWEEN HOISTWAYS STEEL SUPPORT PLEASE PROVIDE AND VERIFY COLUMN LINE REFERENCE AND DISTANCE FROM COLUMN LINE TO It OF STEEL SUPPORT SIGNED: _ DATE: 'MACHINE MOUNTING STRUCTURE(MISS) MACHINE LENGTH 1 8'-17/8" MACHINEWIDTH 1 6'-103/16" MACHINE HEIGHT 11'S 318" APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED SIGNED: DATE: THIS WORK AND THE INFORMATION IT CONTAINS ARE THE PROPERTY OF OTIS BUILDING STEEL ELEVATOR COMPANY p Rj, IT IS DELMEPED TO OTHERS ON THE E%PRESS CONDITION THAT IT WILL BE USED ONLY FOR OR ON BE HALF OF OTIS; THAT (NOT BY OTIS) EITHERITNOR THE INFORMATION IT CONTAINS WILL BE REPRODUCED OR DIBCLOSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF OTIS; AT ON DEMAND IT AND ANY COPIES WILL BE PROMPTLY RETURNED TO LOAD POINT OTIS USHEDWORK C,OTISELE—ORCOMPAN 04 MACHINE BEAM L RIGHTSRESERVED. (BY OTIS) STEEL SUPPORT DETAIL OTIS Gen3 Peak 5000 500 F.P.M CAB TYPE =VENERCB COUNTER WEIGHT SAFTEY=N SEISMIC = ZONE4 GLASS BACK CAR =N REVISION DATE: 1/11/2024 DWG. NO.: ELEVATION BUILDING 3rd & Broadway LOCATION Santa Ana, CA, CONT. WITH OWNER ARCHT. Gensler CONTRACT N0. PreliminaryOnly CITY OF SANTA ANA Planning and Building Agency The fsllanng ilema must be performed or pranded at an cast to ON Eta nar Company 'Offs") by the Owner or Genial Commdorathiragenkina=rcWnmw5hgowrniyma. ThhepriceadietsknvWukofmsm based m bee jobea conditions exiting at the beglmmng and during ON draft of the Sooner equipment All wink mustbe emosred pate applkable.national and or mdes, General PreWWOd( 1PronrkmaMstorage am for elavalaeWip masfollon', dry and aaaad, diagrams rdfadesoceaWine Banker hwstweyal the ground ISol, b�Aa Wltfan 100feet (309BCmm) of the postal and IN Sugar Nan 25 x20 got (Mmm x6096mm) per elarator. Any wsra d es provided by ON fmdaraspr equipment am null and wild I sa mmem 6 alwed In a manna other ban a dry amused bDifinger akrs. 2, [11 Pmvlde the use of a cane suhade fa hoisliig a bed of up a 35001be. (153B kg.)for Imting the h*"d machlre and bopped structure and the mnlroller i, data pia m enclosing the mishay, Alto ,marble adequate Wtwaparmad NO praledion at Me coming dthetop dthe laialon Me rod. Fall patecoona ibeamountsfalwo people. and be in plans poor to the hosting of smmIm equipment, (MMRI Pmrlm ens use of a crane W Pont the machine Ni all and meddler Ins place in the machine man, prior a enclosing the machine, ream. 3. PmvldevfilammsiterefmmmalnersfaUnMrd'spmalofdev padagingmaanal, Shouldsfiidemrefuxmnlnnra notbe demanded, dapmdofpackaging manna shall beepanne, the esppatilynthe parer , 4. Provide any anoua a amanddae smater equipment troughing varg and hall fmurel, along teen Me pabhingtha gof walk, nears, or petitions Ngetherwith Rush panting danteram dean and tre nds, dmquked. Hoistwery & Pit Work 5. Pwideacloorplumbhoisiwayw&m4lmfmmtheslzeshmxnml MlaynulwbavAM-0'IN'(25mn)althefira120 Ileamad im'' (0.&nm) InoaafaachaddNmal Owuptoamu min md2'(52mm)ardndkm enan the dmdrmmlm alammiho Ods ayout 6 panda adequate all bracket supper, brads spacing Be required by gaming code, Now pit Door W mo ofhoshmy. For slen or wind hams mrwWden, adm,* suppodfor the tap mtl bracket W be worked not less Nan Indicated by brce and bmdal spacing doled tadea Odalaywt Separasr berm wham required, Unks approved by OM ral.dacM eWchmmlwppms mud be imposed and flush with the clam hokPway line. I the f lopr-Sufi oor belgMexceetls the m eer man brake Swung slashed by the ebvna mde, ON requires mare farm n aka a ppmWpmpeMaachourguaeailbackaa, The nenmumallowedbadkdt pacirglsindatadintheaillormandbrdrkel dead hNOa Mout Any an twidalmounfngsafaces Datam rid In liaewilh thefi� nsh 'etwey dimension (te.the door hautboy finiMay needle be extended he morel Ne(aqulad dlstince, Otis agues to preside guidance on the matter a ON appropliakdma. If Wmarket embedded Make amsertare preandedbyCars they shol belhoused by dferism with Checomments. and insuudds If wmpal tube steel is utilized A ail Support (2) merticel robes spareald20.4 510mm) on matter are required for ran mil combat, with 'A' dimerssn> &7W (14Aam). T. Pradde adequate Support at all hastening points of ad entrance. Prong dumb vertical sudam(a mtances and ill suppol am=heder, and agars MM am hddn". For 4'V (121am) and 4'ti' (I372ora) am speed doer amugemems,an addi nand ra may, aachmenl point is required for an auxiliary auppan bracket under the of as,embly in ON conder of His door door rooming, Then flop ad grout Vraymred, deMan douMama to sit line. A honaanaaupport Ishebe promised 1 Not (305nnm) above the dwopedngnthe aplandhg Iosuppon thedoodramemobly. If Om height aided 17 V 361 a Mncenal a6me the trasonhmhlt'0'(365mm)abaetatlaropenmg, Ransotsarerertu'rndthmtheappadxauldde l'-0'130dm1 B. Prior to the can al lnstillellm, probe a all properyfremed, apposed and wndel ho'slway i,-ad- with all applicablem&a. 9. When 1metal Mgthe eawforequiptrenl uslmiMeOtis RT in", I is Pastrami thsa lmporary work pat 6W be =pm d at the hdImding of the andary(s)Tbe famishing, imordatia, and normal of to benpaery platform is a be prodded by ethers in acmrdance with gowrbirg Diane and mguadms and is not lmalutlm In the dealer mmrd[Wh scope of xm R. Thapatfermtate to located tithe toplanding dbehastwayts)and shall besaualyhadenedtabebuldingnnwWa The pindmn stall be designed fa ad less than Sho f undam Ice land and a mnceried post lead of 500Ib (P27III The plalfannshal be instilled=plate m part of to panlmter of any opening in the plaaorm. Thetwhhg surface ofthe platform 941 haw Van coy reach amre Pool pollMsfar ahAdmemd7n alreslllfdlres, Imams, ardetekradon dawns. The decgn and installation dens lenpaary platform shall be In acmdnm with the appf ble pronsidr of all mdeal, ease and Imal mde and regda tns including but not limited up Me IsalamendmartsofAmendn Netitaal SardaNs Insdba, InpyANBlk the 0ccumad al Safety and Heath Ad and the Sato BUMIrg Code in affect In the show In whist the devote is both@ andled. Otis Fesakmpoarywak plalfmntlagnthnmmathea rewimnena. Request aagy of Oda drawing M WCR krdeata, All ma eadp We ire Isbbekmishedand It Uledbyothers. severalboas:belowthe amhood pmtectlmawokdeck Isalsok bepmsrded. Otis agrees W prof guidance an this modest be approglse On IO.A)Praactlan from Filer: As requiredM the Competition Smothered Realm Administrator, (OSHA) OX502.B)(1�3) afreasan7ug on-ablebartidde N achheiahayapmtngseachfloa. BameadarIN IN94T(1067mmJhgh, wlthml6rdlandktdbmm,ard0tNs nd2DOlbs, (90.71,g)swdmland ha'amal premm. B.I Roaclim hmn Falllrg Objects: As required bythe .Occupational Seery and Haskh Adni,Wt. (OSHA)1926.502(j)header, orokdlmft. hailingdebris and other Bader mac ibyeiNer', 1) Full tatumbe eadoehaghmah In front of all armate,a,.- 2) Ssoredmno-rund a ayes te all elevabrlobbies gocl and key)with rased Net. 'cry Ilmater per avow! beyond do imposim'. Not. Harris, A)and 31 con be integrated sysle rs, Haphary concedes and wearing shall be iata0, maintained and remora by amens. 11. Rpvnde a Of Minn deigned to asain wNtll forces Used an artery Ml an car and mmarwcght alb and impact lands on mad aupanceighlbfiensasahmm an the One layout. The pit man be dry and dart Theelanter pit must ban afimdrain Bamp pumps pen t Do sommulmenof water. -dmIm Inbemtadinsadwith Oita lamed all elanarmmponents and ane a- InBras requiring fire fghart ameramuy spasm FEO)1 a Santa pumpldmin shall be provided flat shall hen ft dpadyW mawa.immured 11.4PrA (3,ONgad) pan down, (AM At7.11CGAB44latest append ands yearadm 2.225). Otleremr at that the aanava 1. drain prow pump systemic in amplaas with all applicable pool and laws. 12 TOP and BOTTOM landnpe(and the MAINlsaIng wh repplirablel, aren l to bemmtralnd until afe all aanmr equipment is irrslelktl in the Miatway. The .entire homWMl Rlustbeopen fornnalktia with the fellawng rough manngd'meneiaa(a be sham on mci Rough Opening Val = CLEAR HOISTWAVWIDTH - Rough Opening Depth = 2452mm(FLY) for a 2134mm IT T) antmnce height 2941(YV) far a 2436mm (6'-01) chance height. Remaining ham erdance who are not k be mswded until after data frames and ills are in place. Whar the lam walls ere poured concrete (bearing wdla) rough manual far sins shown an me Oes layout, am refund, prier to themnperan and ume erdtheemata(s), all mtraxawalls mud beIrebllad and mughdamagenot in connito memam fire most Midway mquhamnk. 13. Pmdde aid IPatafind vatisal Iran bidder In and on as required by painting mdemd busted per Otis layouu a amadinead MD Ohs memll, Ladderw& and pi packet apparent am sham In pit Manuiew an the Otis layout. Farmmer haghts of up to R134m lace top rag of the ladder mad beaten With the botlom analrg. Fa monde belgbs moner than 7'(2134nim) 0. 4 rung mudbelT(305mm)abwelrabdlom Wndmg. HandgdpemuabaRmv WtsebeigMd4'(1219mn)ab etemilamlardiig. Houdgnka mudha+e 411T(114mm)ada clemance. bore thelrceMetline,PoanyabeWction lithe Maevay. (ReMtothadebil Newafatypirelladder armngement) if pa depth a gaala Nan 9-10' (30o6mm)[13'9"(4191mm) with an On them Reactor Loading], a at am3s door is rap'Irbe. 14. IreWIpermmenlllgMfltmineKhelevatorpb Wit lllumlrebgmmnmlestlmlOOk(10fo)mm redattheplltlmr. The l dbf bulbs shall be Sheri goaded is pevm perfect and amdmal baakage, Thallghtadbh shun rem Notated em be vaesiaefmm thapatedderoraccessdaa. 15. Provide and Install guarding d munlawelkht In a multioleelenfor has" as requtmd, dom a cmMemdght a located behsem aevakrs, the canarmght name and be guarded an me side net to he adjacent elevator. The gumming mud most a eawk the requ-,tdASMEA17.IICSAB44IBM OADMkmdoyear, s *,23.23. 16, 1f ph depth greater than B'8" (2515mm)a platform for amasang the equjpmml on ON unde sided the do ¢required patle blast applicable code year of ASME Al7.11CSA B44 serum 228. The pladerm emit; a. Bemadlabd with One persmnel to maraca will Otis ameterequipment b. 11,16herndoaarrw and ROOM,sfeaa as banned to nl mppuaNeced. c. Be equipped with 01 compiled guanurdls afar, a fall heard gists. d. In seamlc risk me: comply Wit all applicable building ands requirements to rosbain 0 due a ground amelaation during an amhown, B. Be daipped and imtilled sma l wlbout permanent deftanaan mike fdlwdng lani Mmminmn as lafaq(390koral mnhydinrlMedmvrtheemlremungplabomama,mnimumd225Ib.(100kg)m rabdlmdmany3lnsq(2000mrrsglara. 177 ON. emdln llwlwayR Judi inn, perm 9814 or an of inddemMlspaWm uNaymot radiation, forth. full heal afthe haremay. 1B.If an amryence oarin a blind belskaysrequired, provide mpulsed saintingan@la oodlm type doorwith deardearends self dining bent a per ASME A171CSA B44 akd applldble ode year, swan 2.11.12. Conduct your lad ON peamrel fa a deleted owing AAA269000_FMI)ahmaing Onespttlnenegllraanb. Control RoorrdSpaw and Machines ancce Pre .,,_ark 19.. R�PLIa�nas a ameNemmoVmarll'Ice rmrvspasa,'a)Autoa�aand Behar n In=Rawwith all applicable cadet and agulMlm, The mntroVnedkns komepece(a)shelf bemalmandedata kmpeaturebeMesn 32F (OC) and 104F(40C)Wbe masured 6fat(fa3O= ebewthefimand 1 tad(an5mn)oalrom dmfmtmnWrof to wmnadahs), Reauvehulriabyk taexceed95%mnoardesm Pradewnnefionawllgisheelrel higher nalown ImnmtheO phocktmallmd coder9appyppm Laical reins meyrequyoura 11 yeabrmmerma ndNoodsemon)mNmel,paadlad wiNyour mat adeauNmty(died yeadregaamah r In your am Ilyarmerernmachine rooMspece(s) Imhperekrooeaceatlhoe. re4uinorana, mend year Mal 0115 sale represemetiw for aniimm: [I create a suitable machine mom with aces, and van inutlm In amadonce wen all appliance atla and regulaMm with a rammceanancrneso-ucarel eaBhihelcanplaswiththeelevaNmmtrxkfstleail lemplele. DesgnaleumeePASMEA1711CBA 344 attest appioade code year aquireaeots m support the fade dawn on the Ohs layout and design oar deaulremnt In Ohs mmrmodi of saupual slab form. Mahlne barns are neirequned ahha sNLsred and anmgamad One ll provide alemded, most dmksMaand p onus me, In the machine rmtsab, all ofwhich must beprecisely behind. The mach semanSt 11 bemandined at akmprolre Wourn 3TFIII and 1047 IW C)Wbe mossumd 6fed inIn0mm)arwthe eogrsnd l fm(3o5mn)out hmtefrontomkrofhemmmmlegs). NlatNehwd4lsrMtommd95%nm,mdemipg. ProvldenM'lleWntesul Otis heatakaseaaumsashovinmthe Otis CadmalmofPae &pplykrm. Lalladwmmyrequimhglmkmpanurerages and higher Notation levels poaoo Imelm break withyourdsBarre yfathe Bad requirements In your areas Iymmachine ream anpaatuna exceed these requlremaW redact your low Otis ale repremnatlw for aaeance. he be located Isotherm achheIsothepmide al th le5sNm2Wothe laartathinedsNegmlr), light sw'khs a be lanm within 1 e^ (457mm) Po me lockjamh side d the ease ma m the mmotmamme romdspemla). 21. Pmvldemrrollmacdnemornlapea(s) wah SIT passing and apklawng mars With a group 2If dens. In abandon, pmae that all air gaps around he doom are sated li.ethashaki wadour anpping, a.l 22.1MRLIMainainhetemper mtthetapdtehoiiwaylmachlmspace)bet n3TF(0'C)ad IlYF(4VC). Relative bemndlynatmadded95%anmdareirg. Pmvlde remllatlon Wsull Ws MalnoeaaammMaesshowm ream Otis Csmlmallm of Paver Supply form If you macMm spew temperatures sweed Mae requkemerbs intact your am! One ale morsalllative k,asisala, 2a.IMAL Iabll a permomemlight forme of he top of he** (machine spare) d mleesthan 2004ux p9 fil IN Mohamed the "I of ON sanding sodace an them, when the ale oiler is at the Rep binding, Light swish sto belocated In the hoisky per the Otis prior. 24. Laadmd saalor omrrea suppak in the hoimmy owdead lmachlre spare) m the daamr bars err chanea as required bydavalacommdar 25, Mi Pmvldeesaid safety bamgable ofdamping a matt lead of5000 Me(2266kg)named per OlNI Approved FOR PERMIT ISSUANCE Master ID: Date: Ere Prevention Prepni" 26, Pat holsNnywalls designed and mnebudedInamadanawthto real freading lindudingMesa placeswhereekadrn f Irian hares, tell breckn fasmings, alb any aha pemtrnlm INS be Norman, Wand. 27 In the Unhed aides Provide was dnams. braved a required, walh wing hm the sensing dooms to the moballa(s) dengreted by00, a. Far eat group ofelenam, inside a normally dosed Daniel rammenrgthe stake weaker ad the contained roomlandirg. b. Fa each gap dalmos m, mandea nmrelydosed mnbdrepresenting Al smokederadom loafed in lobby M'saays or rind maNspece(sf, at no Me smoke header at dealmored return landing (BE aboal or to smoke dushouse,ed dacrged In the bWlas hdow. If a Snake de@der he lmekd In the real at or bekx the lmsr tithe has recall landings, 0 shall be wired k activate the me come lly closed conted as the Ranks dnakr halm In the ll s Me lI the as refill landings. If themNal rooMsfa;ps)aalome at thedesigrated Rest landing, the smdmeemems lowed Mammoth Rewired N adlvelB the same nmrelN dsasd antad as ON smoke detector at the desgnated binding, c. Requirements far inkndmnlly iluminating the firetal nsualagnal in toaropposing panel, niter bullet belmmay. Fa a single unit or for a group of eleaam hating one tammmarrell menryperal and m rem en forestry, pm/nde me additional normally nosed moron mpmantirq the antrd mencepaws) and hdeaway wade dpa7aa. If he group =,%mine tlan me hoinway and honhvay snake dnedom ere lnslalled, a d the gmry has more than ors, mraramh rmpecd) praidememmelydosedmMadforachomeror Therentadmforapreaentthemukednedar iathemrdrol reamspsome)bhat pa larcener, and my amde crackers'. Nei former rmaimal thatpatimlx elevator. d, InjuandiedansmadmingA17120191B4d:19adtlmofthe Ommor&Ease ldSakyCade, and where ErealarmInthmg Panama am haled In the human. amen panes that she rated and Iraad for the applireach and man* to A77.1-201 gal 19 requirement 28.2 4 4hall be movldm and laaktl in am rid to interest with elenter equipment Se 011s mmmd layout and mrdNea With icons Otis monsoonal. 28. In Coach praise smoke detectors Iaehtlas required, with wingfrem the sensing deviceskthe designated ocalmer(s)Ream adding, a. Far ad group d dams, prande a manly moved mmad miammusi the smoke women at the designated ream If and if prodded, from the Rinsing dance in to qL b.Far sadgroup ofclandam, prance a ninety corm] a nadrepresenting nl stakede¢ins Nodded in elevatorIMIC,and Hat Me smoke debekr. s the designated retuth larding Ica span), and V prwnded, fmm Me sensing dance in the lop of the. heraeay. a.Fa ood gray d elevaaa p eacea nmnely&%it anted repreantirg the MM detese�rInthe Banner machinnanbd roomspace(6) d.tthe bechlrJmmmlman(symmtrdproslye spoods) conearhs Waigake reamrof OnAritesmoke laraiaa patch herein alsomwireiBe I ad Rio 0memanly clamdbllactasthesmokedeader NIfsdai dowlandinge Fix each group of nanced1 thedeerad to to of to he." Frthet ]mtIadapamtirgtlreareingtleamsin der marline mom, and if panda In the gtastheap of to hdslway.Fatbe Fre Harlin Ina aevaar) e. Injurstl'cr enfrminA At7.12019'814:19 edtim of the Elevator&Eaal Sony Codeand whore fre atom lMtiating danceserelawand nth, Midway, aaas prods that era read and feted ter the appmtionand mmpyW At 7120191344:19 requirement 2.&2 4 shal be provided and IBceatl in Press ml to Interfere With earner equipment SedOtis=hadiayrmand ocordlrrd,with spec ON mmboun w 29,Intle thbedSala,tfartnklasam InamlledMthe Rlsh ry(s), dnroMachlrb tmawmadde, a .hireapawd, armare W autmnaydlly dkwmnect the min line New supply of the affected devam and any odor piwv guppies used h mow the eleator upon a pior kNe application of seem is required (unless prohtbikd by coal code) , Stink; detains shall Not be used a deal sprinklers in hoilearsys) mchma'mntrol Carl or madamery apema or b dismmmi der damns, Now supply. In nddgon, when Me Anamabc Rea very Operation (AAO)'u unmodified, he mean pawded W armaftally dsmnnetl••pose ache elevator shall be equipped oft, a addamad ai mnap eni'6pdsidviy opened all poser Is rend from the center system ins autaa6osliy mtrpkd mamne discmed MINA the omtmd with all woodshed wring and mrua a the onwlnr. 30. Pre'idemmaVmschinem Wspam(s)anddwrt mdemMOWfimmeistlwmna ton. 31, Praldean'ABChreeztirguimer, minimum 1g lbein oammVrmN'me room. OTIS MACHINE ROOM.. (MRL) Gen3 Peak CONT REQUIREMENTS ROOM REVISION DATE: 12/1412023 DWG. NO.: PWBO THIM-IK AND Tar= INFORMATION FCONTAlNS An- BUILDING 3rd&Broadway env 1"Gn5" 1. H 1s aD'S.E.TO OTHERS off THE o°MkeRESS CONOmON THAT LOCATION Santa Ana, CA, BED ONLI F OF CTai WILL BE REPRODUCIED OR EINE6-ED IN W-EOR IN CONT. WITH ANDTHWATO DeuANDITAroAr�avcovIES-BE ris: OWNER dmarp V BETURNED TO OTns. ARCHT. Gensler UNPUBLISHED WORK® oils 9.EVATOR COMeAN poo IGHTS RESERVED. CONTRACTNO. Preliminary CITY OF SANTA ANA Planning and Building Agency Electrical Requirements 32. Poor In go of installation provleapamenet Men(31 plain d ri friedaayslem with asa+ard2 apipmem-gmundling mMupor Is malirg In the cmlrol monnSmwgd),ladled par One IfFaeder onductarsand grounding pchl sized acoxdingto dmmamnmdormdeddmasst m onaeNsConOrmd'on d PmrerSmpN farm. Fort armnduedomard gridea rg conductor mug becopper. AM1ind disconnect south a timed breaker capable dbeing tidied In the open position, for each devamr par the Normal Eedriral Code(ANSIINFEA 70) or Canadian Ela9kal Cade (C22.1)with fro are branch wil to oarmalo INEC620.5L 620fil(D),am620@IaICECRde3 l-0 2)(d)I. The dlscrnnecdng meats required by the National Electrical Cade or Canadian 9SOF-Il Obde CEC (Rule 384511 atoll be prodded with at. asmciand wrong undershoot ito the amtaller. Sire d roam amada en salt sterner pros darederlali¢. Fvass are up be current losing dab R(f aequlvlent. Grab breakers are to have amll rremPolg chamaalatlwBloweentN class RK1 faro Fuss ordrod break. are to befirne dew& mvetMefull load up a 6r*orrenl. AJeratmganmttyprally4OR peak is indicated on to Gt6 Conflmretion of Power Supply F=,, and load for duration rdtd wood 7 semnas.Feeler conaudas and assedated wldy to Me.pa rlobe good O omit wring Real do IS5%madmum whanMos ning assentor full bad up a=ll Imgmnen. In addition, when the Aalamalb Bowery OpraMn (AR0l dspea ed. gre mail fund dasonretlngtlr or cimut breakoshall be equipped wi0 der amillary mnmcd Mat are preffvely opened whom Me mainline disconnect a in Ma OFF xwFr The Wilding poorer Byrom seed or operate the elavater(s) dell be wpble of supplyin con linear Ireds and be capable M aomrbiyae regenerated parer Jed on the Oft CConlinnornof Power Supply form. If three 3) phase ewer a M available stthe gddof InsaualW,0 ompaary angle phase22OV, 55 ampere pews supplywflh fuseddlsmnnedaamundeauafa�elevearandmibbn lnMeomrelum(syspnyJmnbeprddaed. mappron requlus aadimnal cost and automation from Ma Otis mnstruehm apdnlendeM NO: Cott with the Cas W than Supadnlddem of your knourn mneemirg the Indoor prdgrapi To meet the data upon which me saw tom are to he wmed ovel the pemmmt 3-phao fader aydem and protective bedces mud be lnsdllei and power mlbb6 poor to then s omf slower i%ollation. 33, Er a dediJed 125t4k 15dmpare:tinglephase branch Nrrom won a food diamond swloh or droll breaker This dlsmmec or hmakan shall be capable of being toted in the open pmatm and located per The Offs layout. This branch dma applies 0e car lights. car top receptacle, auxiliary Iigltiy parer won, and vaNdlion m and car in mmpllance wth the National Elsuical Us (NEC 611 or Canadim Eleclriml Cade CEC Rue 38,0531, (00-1l1Ors 0. %us vowawuY St Dioaead In jurisdlcbona anfi gASME At7.120191 CSA B44:19 and oar seldomerr Oli60ne Plus Mena ha been Jaded, and of. So elerotorgmuphas4mrsormomandarindl0m(60d)opea andovmgropMang5ormmcam Prowden dadleead 125 rot, 15 ampsu, single phase power supply with fused SPST dtsmnllJ Sol or draft baker and a eapraa equpmm grounding medu ter, par group dobvdos m the came laetim anthe mainline devatcr diemnnaa This dlamnnm or breaker shall be capNa Of being lalotl in lire open program pre National ElWdcal Codester Camdten Bectial Code. If ,Top (sapty) power syslon Is applied Ma dleo nned must be arranged O be fed M1an Me same mhrgarry (dandby) power monde switch athe elcodergroup . 34. Ronde a dedraatl 125 vo1,15 ampere Vie phase pro--upply with a fused SPST d ruchnedarral hor dram breaker per group Of de2 fee rendthe labg. This dismnn d a breaker droll be capable of being lake¢ in to open positm and ladled par Do One dyout Canadlen Eactnael Oeds CEC Rule360531. 35. All 125 vat, 15or 20 ampere singirphane rexptimas imalled in pi m chlrea fords). conha0na[hine rmMspards)smll be dMe. gwndfault drautlmarmder the. AdedtJad smi phase mapodoopplyiy a pormanenbyirealled pit sump pump shall not require GFEI poancer 36. Rplaealedric pwerfrlights Oda, warding, foisting, sou. duMg insdtation with suticienl po'werfor sdmng, riling and adjusting Me elevator. 37, Commommeen Rod i,-d A In judsd'cal enrel ASME Al7 la161 CSA 1k4.16 and our editions, became on dadm ante oiephone tine, par eleotdr, M the elo scar corralrmMspce(sJ, and terminated lOaconsoler destgoled by Iha Due consWdim mpedmmdent. fiefaenbe'to ASME At7,111SAB44madandthe Otis power dcmfImesion letter tarspotlo mqure %. B. In jurisdiction¢ enfady ASME A 17120191 CSA B44:19 and later eadiore or Oils One Phu Vida has been selected, warkmg homet mug be In place fix prepardt mnne*ns. as Mown on the Otls. CmtmaMn bf Power Supply form , Mlntnom aamlom bandwidth shall be5 all per gaoway, mnimum upload bandwidth "If be l Mfpa per gat,".A RA nel oamelion t be avalabn (al dart ae neswark temp for cad group d devabm M the same baton as the omraller(sjl. Inamd andl munm so her aossable at the minimum daedMdh roe ohm primary power a absent and Wildly bedup power n in use. Undut and pall will mad O be prattled tom Me fungal he Ne lo'a6m Of the tal We IT reWiredl 30. Emergency Prof ICommunMatm A In areas under Im judpold qN d ASME A17.11 CSA B44 20W O 2016 addles whole Orealevatur tevd Id greater Man a equal to60 to (110 mdab,. provide two-way calm ewnmudnmtom mean Mat shell aratio w argmcy pamnrel am, Ore bond OFF to eaaNlah mmnunimtas to oche mr indMdJly vAhw mem*n by a pmn within Me m. Tine mmmnlo6m mom shill o nice rommunicamns O the proode OF the Wilily and once esabfsbed shall any be teminOmit Orleans by emergency OrleansMscar. Rear O de ASME At 7.10SA B44 applical CA year, ead1om 2 27 1.1C fa exact requirements. B.Otis One Plusuldm aPPLKicsk DamlmdInjudadldlomedordng ASMEA17.1-20191CSAB44:19andlateredtdwsor Otis Om Ploe Vi poor beomJmaaaed wbere elevdmotsa orconat beefor pm'ndearate atliootlmetgt,l5ang con pndopMo pwmthis amelo Supply &n inndmaSthe d nJtmdoet. Ttbream,ad as000ker1 11 be eedrops of being modulo, ptheopbulding inknpor ocamnasgmw1C thar main linen Catadi Eactd.Thiss.Ifemsrgency WhallbecaSstemSsupplied Has In Meopompositionper Nand EIttMJ GodsthCa s ElebelnlDom. If emergency powersystemdroup Mndsmrhnms the mayedO be fee M1omthe same emergency (sdMby)powermmfeewMfmfbe devdagroup Candod and ph ore need O be provided for the mmmunidration aaNee from Me hoNway In fee Ideation of Me al Kiosk (if mqueM l please moMlrem scroll pare and Midway coradaulaation with If Ors mpraonatva. (Odma1100a0. Ru6Ndm-AMbhaea Pommel peek Rumpada Injunrelated, ceder ASMEAl7.120191CSA B44,19 and later add cur or Otis One Plus idea has been selected and when the IaaWn of Oe call cenm for ge a r margancy mn unimMn system is semiarid within Me Wildlnyompus as per ASME At7,11 GSA B442171, provide a 125 whet 15 ampere singleytd pmerappyrecepadea Oulxanenwhem Oee6moremagMmmmunintionsy5om MlibemonNmd if emergency standby) power syston Is apdied Mile rempocle must be arranged O be find cam Oe same emergency (sandhy) power border nth asthe rural group. 39. IOplieaaq For elmatemllaayan'mua bingeing heal pNeibeaaeperele 120Bit, 15anpare, single France pows,supply with Nosed SPST damnnect each a omit or located as handed fa inter communiml system power supply. Clound to be arranged fa IFfilm Metruibiy emergency lighting supply dpro Most Conduit and wining for remotelyIttated inain+aonuniJing eatlae. 40. Prier erg For imallam nahavbga lobby pod,create conalttnd pull rmaOrmoadoctor mmralfindpaOrprobes pleme maams@coedud sane and history mMotiombcation who trial One representation. 41. Panel Per insallafons having emergency (sbal power, provider the emergency brrandby) power unit and means her doing. O The omery¢mnsuppNhy)powder mltshot dd to the dov& ad®mnredw.7afmslnthe sper rooMsp.(s), cuff power O operate one a nnra banks at a the at full mated! speed and used load. The Emergency(dardby) Pros source shall be shoe be handle the regenerated power from Ma elevator coned drop Storms) mas listed In the OtisCantirmatim of Power Supply Faro, M automatic power transfer couch Is raqured for each pas feadar O mono%both normal and emergency (saedbyj power mnaitionsandtopafamlhetarsferfmmo ttheote.. Swildrbhsuatw olmr lycloseddrya n,,analobeopm when Mesesch is in Meemigenw(sardby)pwopo ion; Ikedhartb open uponlnniatmofponarbaufoardbdm Mon transfer is drmpk@. Switch to have an mh3it fvl*horich will many Danger to namd and Or emergency(eorrall ewer by an adjustable patio of 0 - 30D seconds Switd mall hate a phase manor fast., which prohbia the transfer of power bebwaen'IMor amrcas An the muroesa.in pensigh So other. If a sh r Do beside Bprodded, an hall mumly dosedmrmad ub dla duatea dirty and conduit up the mntruar, Is required from the emergency(sanaby) power worm The emergency hour yl ewer colt must be capable of abradng regmernow peer or ele+abr In a¢adance with ANSONFPA 70 requiremsn a 620,91. Emergency (ail power system shall be oarected Ma 1254 powerdail moral in Ik2, d the Power Confirmation for Mebmnch omit supplying Me or rights or top handsome, auxiliary Our light power spume and err wentilatim. 42Poong compass'" Dlsptding System -e dadlcaod 125 rot 20 amperesinglaphm power supply with SPST board disconnect switch a and brnka The fused dloodnnecl ex dicut b rear shall be capable of Wly broad in the open poaden and located upstream of Oe slaratar asoprnenl. ThisdlpannJ erdRua bakermus be to sight d Me Coupon OWthing Sydom equipmml. Cmdm and pull are need to be prided fa Ms commankation cables from Me laatim of the Compass Dleptder It re quir dose comineamndutsureand hot *mnneAoMootonwith beat Otisrepreamative. (Ool Bevala Managemem%drem(EMS)-a dedicated 125 ant 20 ampere Single phase. power supply with SPST diaa'whne onotch or drced beaker. M but outad per OMs layout and at any bmtion where a Seautty Stater ardru Fire SWim is luraehed. Clrtuils to be arranged for fondling tanme hutamg sondbor-ganylighting apply dprodded, Col and pull Nine ceadto be prwMed far the communicatlm cables from Me Iaztlm of the Sedurlol Salim lit requir phrase beadinhe conduit on and hdshaay connJnnldcaton with deal Otis rspreaemal FSAE Hoistwa sy_B Pit FrNK 43. Provide dl regard Is rlwmWrd code. requirements for File .Seoul Access Elevxms as pan IBC wed III FSAE Machine Room Prel3^Nork 44. Bone biomass coned and Rml wilt monieding equipment FSAE Fire Protection PrepNJak 45. Cmplywilt Ni requlrermrm rdBtive O hoidway prasar'oation antl spMber pre tiro FSAE Electrical Requirements 46.Rwde Mafoy llgMln9 It Forecanala 111ur, measured on Mg of car) fa mlm Id Internal 47. Emeryomcy(sandby) Amour. meet der pawn, a symbol machine mom. control mama 4B. Wlra acadrs[hat are located oudltle of the dmelor Misfwe and mactinamom Oat pmritl mane lour standby, m power, control onto, cmunlcaton wlMthe mr, IlgMyeatiy, ,Ielrmntlbtlnly, vantilatlpraad retleted3ysystems abellhe prodgedw required byohapor00dIbe If You agree In indemnityand rare Otis h oil against any and all liability and code among old Of your failure tD miry but my, OF ba foryang rdryiremened, Approved FOR PERMIT ISSUANCE Master ID: Date: OTIS MACHINE ROOMLESS (MRL) Gen3 Peak CONT RROL SPAEQUIREMENTS ROOM REVISION DATE: 12/1412023 DWG. NO,: PWBO THmwoRw AND THE INFORMATION HcoNTams ARETHE BUILDING 3rd&Broadway NY1"OTII'I dins .."ERE. TO OTHERS off THE ontRRESS DGNomGH THAT LOCATION Santa Ana, CA, FT "LL BE BED ONLI EDIFECL nnDIN w`tr°o E SO' R, CONT. WITH ANDTHHATO DeuARDITAroArYCOPIEs-BE his: OWNER PROMPTLY RENRNED TO OTIS ARCHT. Gensler UNPUBLISHED WORK ® OTIS Er.EVATOR COMPAN'/1pi IGHTS RESERVED. CONTRACTNO. Preliminan CITY OF SANTA ANA Planning and BUilding Agency INSERT T919ti "l9tHp. 3Si6416 ELEV. NO. PIT PLAN VIEW FORCE SHOWN INCLUDES DOUBLING FOR IMPACT (SEE NOTE 11) PLAN VIEW TUBE STEEL FLUSH WITH HOISTWAY (NOT BY OTIS) SAW ROODEPTH) ``MAIN LINES & LIGHT SW. (MIN. ROOM DEPTH) (SEE NOTEIS Z (NOT BY OTIS ERT TOTE B BUILDING REACTIONS KIPS STATIC DYNAMIC A 2.8 5.23 —e 322 5.97 C 5.35 9.7 D 1 6.06 1 10.98 MACH BEAM W10X39 x 103"LG SIZE DESIGN CRITERIA FOR BUILDING IMMEDIATE SUPPORTS 1. STATIC CONDITION: = SPAN uLow, 1666 2. DYNAMIC CONDITION: STRESS =80%OF THE PERMITTED STRESSES FOR STATIC _FADS. MACHINE MOUNTING STRUCTURE (MMS) HOISTWAY LINE IN. BLOCKOUTS IN WALL TO (MIN. ROOM WIDTH) 1ALLOWELECTRICAL TROUGHING & CONDUIT, SIZE SHOWN 15 FOR 1 CAR ARRANGEMENT ^ \1 3, 7 5116" i I WI CONTROL SPACEROOM a H AT THE TOP LANDING, 0 0 Ow U Ow MIN. CLR..—r 0 ice. (SEE NOTE 3, (REF;PWBO)) 4 0 �+I= 3 O 0❑y 02 Om 2. Oi0 'T0 T w Kw nWK0 Xw MINIMUM CONTROL SPACE REQUIREMENTS ONE CAR WITHOUT AUTOMATIC RECOVERY OPERATION ZiO� PRE! VIDEO__�71 � OTISONE PLUS VIDEO C ��EB6 REQ'D) Z GATEWAY (IF REQ'D) Z P.qF-nar3AA MINIMUM CONTROL MINIMUM CONTROL SPACE REQUIREMENTS ROOM REQUIREMENTS ONE CAR SECTION Z - Z ONE CAR W/ AUTOMATIC RECOVERY OPERATION NOTE W/ OTISONE PLUS VIDEO THE FRONTSURFACE OFTHE MAINLINE DISCONNECTMUST NOTES: NOTE E PROJECT INTO CLEAR OPENING OF CONTROL SPACE WEIGHT OF CONTROLLER =3501bS. CHECK LOCAL BUILDING CODES FOR HALLWAY IF THE SIZE OF THE CONTROL SPACE IS INCREASED, CLEARANCES WHEN CONTROL DOORS. ARE OPENED FOR SERVICE OF THE ELEVATOR. A MEANS OF LOCATING THE MAINLINE DISCONNECT INTO THE CLEAR OPENING MUST BE PROVIDED. Approved FOR PERMIT ISSUAN Master ID: Date: ROOF f ROOF, REACTION LOAD LL REACTION LOAD BUILDING STEEL (NOT BY OTIS) BUILDING STEEL (NOT BY OTIS) CLEAR CLEAR HOISTWAY HOISTWAY LINE ELINNIE . 3" MI FRONT _ _ 6"MIN. REAR STEEL SUPPORT STEEL SUPPORT PLEASE PROVIDE AND VERIFY COLUMN LINE REFERENCE AND DISTANCE FROM COLUMN LINE TO (L OF STEEL SUPPORT SIGNED. DATE. NOIEA IF CUTOUT REQUIRED FOR PIT LADDER, 23" (WIDTH) X 2-1/2"(DEPTH) X PIT DEPTH + 4'-0" OTIS REPRESENTATIVE TO CONFIRM YOUR SPECIFIC LOCATION. NOTE B THESE DIMENSIONS ARE BASED ON HOISTWAY SIZES SHOWN & 30" INSERTS. IF EITHER OFTHESE VARY, CONSULT THE SALES REPRESENTATIVE. NOTE C HOISTWAY LIGHT SWITCH (LOCATED 3'-0" ABOVE TOP LANDING) COORDINATE LOCATION WITH OTIS. APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED SIGNED: DATE: THIS WORK AND THE INFORMATION IT CONTAINS ARE THE PROPERTY OF OTIS BUILDING STEEL ELEVATOR COMPANY FCTI5I, IT IS DELMERED TO OTHERS ON THE E%PRESS r (NOT BY OTIS) CONDIi ON THAT IT WILL BE USED ONLY FOR OR ON BE HALF OF OTIS; THAT E NO ON CO NFO NSWLLBERE➢RODUCEDOR o sciOSE . IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF OTIS; / L.ADPOINT THATO O T COPIES WILL BE PRONFTLY RETURNED TO _ L ACHINE BEAM UNIPUBLISHERWORK C1 n ELI—TORCOMPA OKU (BY OTIS) ALLRCHTSRESERVED_ STEEL SUPPORT DETAIL OTIS Gen3 Peak 000OC # 5 P CAB TYPE =VENERCB COUNTER WEIGHT.P.M SEISMIC III: ZONE4 GLASS BACK CAR =N REVISION DATE: 12/14/2023 DWG. NO.: PLAN VIEW _ BUILDING 3rd & Broadway /- LOCATION Santa Ana, CA, l/I CONT. WITH % OWNER DIRECTIONALAARROW ARCHT. Gensler INDICATES NORTH CONTRACT NO. Preliminary Only 12.14.2023 CITY OF SANTA ANA Planning and BUilding Agency FLOOR HEIGHT FLOOR MARKING C �fl C � m o 8 N ❑ NOW O z O z � a w °'o y � � Oi�)v z Z J � m a 22 ZZ O =U F F � U p 4 - 15 w 0 10'-6 " 14 10'-6 " 10'-6 " 10'-6 " 10'-6 " 13 12 11 10 10'-6 " 8 11'-6 " 7 16-6 " '6 10'-0 " 5 10'-0 " 4 10'-0 " 3 10'-0 " 2 I I L 1__-- � L ]III � FLOOR HEIGHT FLOOR MARKING / FRONT HOISTWAY SECTION FOR MAX. SPACING BETWEEN INSERTS SEE RAIL FORCE DETAIL COUNTERWEIGHT SAFRES ARE REQUIRED WHEN OCCUPPIED SPACE EXISTS BELOW THE PIT. PER ASME Al 7.1 SECTION 2.6. 'MACHINE MOUNTING STRUCTURE MMS MACHINELENGTH 1 6'-8.5/8" MACHINEWIDTH 1 6'-103/16" MACHINE HEIGHT 11'S 318" SILLA83EMBLY (BY OTIS) FINISHED FLOOR SILL LINE GROUT STOP DOOR SPACE — FRONT WALL LINE SEE NOTE 7 DETAIL "A" SILL SUPPORT ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE ASSEMBLY REQUIRE@@D. MUST WITHSTAND A H(ORRIIZONTAL PULL-OUT FORCE OF INCLUDING SU PORT R ENTER SIEA. FASTENINGLL SUPPORT BRCKET ENTRANCE) (NOT BY OTIS). REDST TO — NO Approved PERMIT ISSUAN RAIL ,er ID: w e q a pp22 VX W R1(LES.) 422 CAR VX(LBS.) 1891 MAXIMUM BRACKET SPACING RAIL SIZE B" 14'-0" .1 CWT R1 (LBS.) R2 (LBS.) 294 32 VX (LBS.) 3025 w(LBS.) 1513 MAXIMUM BRACKET SPACING 13'-9" RAIL SIZE #1-1/2 CAR R1 = SAFETY APPLICATION CWT R1 = RUNNING R2 = LOADING OR RUNNING BUILDING RAIL SUPPORTS (NOT BY OTIS) SHALL BE DESIGNED TO SUSTAIN THE HORIZONTAL RAIL FORCES WITH A MAXIMUM ALLOWABLE DEFLECTION OF 1/8" APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED SIGNED: DATE: THIS WORK AND THE INFORMATION IT CONTAINS ARE THE PROPERTY OF OTIS ELEVATOR COMPANY 1.OTI51. IT IS DELNERED TO OTHERS ON THE E% FM CONDITION THAT IT WILL BE USED ON1 FOR OR ON BEHALF OF OTIS: THAT NEITHER IT NOR THE INFORMATION IT CONTAINS WILL BE REPRODUCED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF OTIS MD THAT ON DEMAND IT AND ANY COPIES WILL BE PROMPTLY RETURNED TO UNPUBUSHEDWORK C OUSEL IF- \•], i �J Gen3 Peak 500 # 00 F.P.M CAB TYPE =VENERCB COUNTER WEIGHT SAFTEY=N SEISMIC = ZONE4 GLASS BACK CAR =N REVISION DATE: 12/14/2023 DWG. NO.: ELEVATION BUILDING 3rd & Broadway LOCATION Santa Ana, CA, CONT. WITH OWNER ARCHT. Gensler CONTRACT NO. Preliminary Only 12.14.2023 -CITY( QF_SANTA ANA Planning and Building agency )O DIMATE BLOCKOUT T EEN HRR�ved ,VISS ANCE TH O IP RINTENDENT. Master ID: )NTRACTOR TO F "; H A DETAILED MENSIONED DRA ING SHOWING THE )UTING OF THE CO ffS-FROM THE )NTROL ROOM TO THE HOISTWAY OTE: MINIMUM CONDUITS REQUIRED RE 1-3", 1-2" AND 1-1 1l2" DIAMETER NDUITS MAY NOT CROSS AN 'ANSION OR SEISMIC JOINT k1VII1V. KVVIVI VVIU I n) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 432 7.9.4. GEOTECHNICAL ENGINEER REVIEW MEMORANDUM CITY OF SANTA ANA Planning and Building Agency f/oLeighton a verdantas oompany Leighton and Memorandum To: Caribou Industries, Inc. 1103 N. Broadway Los Angeles, California 92701 Attention: Mr. Mike Harrah From: Carl Kim, GE 2620; Jeff Pflueger, CEG 2499 .�Oc Approved FOR PERMIT ISSUANCE Master ID: Date: Date: June 6, 2024 Project No. 13227.001 Subject: Geotechnical Review of Updated Mat Foundation Bearing Pressures Proposed 3rd & Broadway Mixed -Use Development Project 201 W. 3rd Street, Santa Ana, California Attachment: Thornton Tomasetti, Memorandum and Bearing Pressure Diagrams, dated May 10, 2024 Per your request, Leighton and Associates, Inc. (Leighton) has prepared this memorandum to document our review of the updated mat foundation bearing pressures from a geotechnical perspective for the subject project. As presented in the Memorandum and bearing pressure diagrams prepared by Thornton Tomasetti, dated May 10, 2024 (attached), we understand the proposed residential building has been revised. Accordingly, the mat foundation bearing pressures and estimated displacements have been reduced to accommodate the revised design. Based on our review of the attached Memorandum and supporting bearing pressure diagrams, the revised bearing pressures and deformation values shown on the exhibits are acceptable from a geotechnical standpoint. 2600 Michelson Drive I Suite 400, Irvine, CA 92612 T: 949.250.1421 www.leightongroup.com Thornton Tomasetti TO Carl Kim & Jeff Pflueger COMPANY Leighton and Associates, Inc RE Updated Mat Foundation Bearing Pressures CC Ola J, Mike H CITY OF SANTA ANA Planning and Building Agency 0 !S. Approved Memor i/IIT ISSUANCE Master ID: Date: FROM Dean Schoenberg DATE May 10, 2024 PROJECT NO S21043.00 PROJECT 3rd & Broadway, Santa Ana NAME This memorandum serves as a summary of design revisions resulting in the revised mat foundation bearing pressures and estimated displacements provided to Leighton on May 10, 2024, relating to the proposed 3rd & Broadway Mixed -Use Development Project, located in Santa Ana California (Leighton Project No. 13227.001). The proposed mixed -use development consists of two structures, the west structure known as the "Residential Building" and the east structure known as the "Hotel Building" which are separated by Sycamore Street and share a common mat foundation. As part of an owner -driven value -engineering exercise, the Residential Building has been modified in the following general ways: • Overall building height has been reduced by one floor, from 16 levels (191'-2" tall) to 15 levels (170'-6" tall). • Simplified building massing resulting in relocation of parking and residential units. • Revision in location of amenity spaces. No change in use or occupancy resulted from the design revision. The Hotel Building has remained unchanged. The calculated soil bearing pressures and mat foundation deflections are being provided for Leighton review and to confirm that new bearing pressures are within acceptable limits. 1 San Diego _= I T = ==== I F �7.5ft thick mat /I'-3ft thick mat ASSUMED SOIL PARAMENTERS OPTION 1: SOIL SUBGRADE MODULUS = 30PCI o - MAT FOUNDATION THICKNESS thick mat thick mat /-7,5ft thick mat 0 0 [� PX Oft thick mat a Openings in mat foundation for plumbing/mechanical pits OPTION 2: SOIL SUBGRADE MODULUS=100PC1 raw. nay I CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: aft thick mat PROJECT: 3rd & BROADWAY SUBJECT: Thornton Tomasetti REFERENCE: MAT FOUNDATION THICKNESS SSK'1 BY: DATE: 2024/05/10 CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: SOIL BEARING PRESSURE OPTION 1: SOIL MODULUS = 30PCI PROJECT: 3rd & BROADWAY SUBJECT: REFERENCE: SOIL BEARING PRESSURE SSK-2 BY: DATE: 2024/05/10 MAX = 4154PSF Soil pressure = 3358PSF w4 OL NORMALIZED TO 6000 PSF SOIL BEARING PRESSURE UNDER DEAD LOADING ASD Load Combination: 1.0(DL+SW+SDL) [Soil pressure = 3577 Lj A -4 15 -3.69 -3 23 -2 77 -2.31 -U5 -1 38 ;sumptions: all weight of mat foundation (50pcf) included in analysis ,sumed soil modulus (for sustained loads) = 30pci per geotech report received on Aug 3, 202 PROJECT: 3rd & BROADWAY TOmasettl sREFERENCE: 1 '�_'. r �i�7�i BY: DATE: 2024/05/10 CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: Soil pressure = SUBJECT: SOIL BEARING PRESSURE UNDER DEAD LOAD I SSK-3 SAFE MODEL DEFLECTIONS UNDER DEAD LOADING ASD Load Combination: 1.0(DL+SW+SDL) INIMUM = -0.96 IN A = -0.69 -440 -560 A80 ;sumptions: ill weight of mat foundation (50pcf) included in analysis ,sumed soil modulus (for sustained loads) = 30pci per geotech report received on Aug 3, 2022 ate: Negative deflection = downward deflection PROJECT: 3rd & BROADWAY Tomasetti REFERENCE: BY: DATE: 2024/05/10 U9 400 CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: V =T SUBJECT: SAFE MODEL DEFLECTIONS UNDER DEAD LOAD SSK-4 SOIL BEARING PRESSURE UNDER SUSTAINED LOADING ASD Load Combination: 1.0(DL + SW + SDL) + 1.0 (ILL) + 0.5(LL_REDUCIBLE) MAX = 5165PSF Soil pressure = 4312PSF Soil pressure = 4186PSF Soil pressure = 4000PSF 6� NORMALIZED TO 6000 PSF J 15 -3.69 -3 23 3umptions: I weight of mat foundation (50pcf) included in analysis 3umed soil modulus (for sustained loads) = 30pci per geotech report received on Aug 3, 20 -2 77 Soil pressure = 3419PSF :Li CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: 10 PROJECT: 3rd & BROADWAY SUBJECT: TOmasetti REFERENCE: SOIL BEARING PRESSURE UNDER SUSTAINED SSK-5 BY: DATE: 2024/05/10 LOADING MIN = -1.2 IN SAFE MODEL DEFLECTIONS UNDER SUSTAINED LOADING AV✓ -W"G VV IIIT V.. T V--/ T I.V %--I T V.J`I�I�_IIVV VVI✓L�L.� 4,(SO -032 -0,64 -0 56 MW ssumptions: ull weight of mat foundation (50pcf) included in analysis ssumed soil modulus (for sustained loads) = 30pci per geotech report received on Aug 3, 202 tote: Negative deflection = downward deflection CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: �A = -0.81 IN PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: SAFE MODEL DEFLECTIONS UNDER SUSTAINED S.7K'6 BY: DATE: 2024/05/10 LOADING SOIL BEARING PRESSURE UNDER SEISMIC LOADING (ENVELOPED ASD Load Combination: ASD ENV Based on "Alternative basic load combinations" in CBC 2019 MAX = 56371PSF� aw Soil pressure = 5355PSF Soil pressure = 5192F EL —,w A *4 15 -&54 -4.92 -4 31 -3 69 -3,08 2.46 -1.85 NORMALIZED TO (4/3)X6000PSF = 8000 PSF ssumptions.- ill weight of mat foundation (50pcf) included in analysis ssumed soil modulus (for sustained loads) = 30pci per geotech report received on Aug 3, 202 ote: Negative deflection = downward deflection CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: MAX = 4942PSF PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: SAFE MODEL DEFLECTIONS UNDER SEISMIC S.7K'7 BY: DATE: 2024/05/10 LOADING (ENVELOPED) CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: SOIL BEARING PRESSURE OPTION 2: SOIL MODULUS = 10OPCI PROJECT: 3rd & BROADWAY SUBJECT: REFERENCE: MAT FOUNDATION THICKNESS SSK-H BY: DATE: 2024/05/10 nnnv --Mn r' [Soil pri SOIL BEARING PRESSURE UNDER DEAD LOADING ASD Load Combination: 1.0(DL+SW+SDL) r-Soil pressure = 3899PSF 14 A It [Soil pressure = 4 Soil pressure = 3283PSF 2 15 -3.69 -3 23 -2 77 -211 -1.85 -1 38 NORMALIZED TO 6000 PSF ;umptions: weight of mat foundation (50pcf) included in analysis Fumed soil modulus (for sustained loads) = 100pci PROJECT: 3rd & BROADWAY Z'omasettl K_sREFERENCE: r �i�7�i BY: DATE: 2024/05/10 CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: r o� SUBJECT: SOIL BEARING PRESSURE UNDER DEAD LOAD I SSK-9 SAFE MODEL DEFLECTIONS UNDER DEAD LOADING ASD Load Combination: 1.0(DL+SW+SDL) MIN = -0.33 IN MAX = -0.04 IN A = -0.23 IN -225 -200 i 5L -125 -100 In ;umptions: weight of mat foundation (50pcf) included in analysis. ;umed soil modulus (for sustained loads) = 100pci. e: Negative deflection = downward deflection CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: SAFE MODEL DEFLECTIONS UNDER DEAD LOAD SSK'1 BY: DATE: 2024/05/10 SOIL BEARING PRESSURE UNDER SUSTAINED LOADING ASD Load Combination: 1.0(DL + SW + SDL) + 1.0 (ILL) + 0.5(LL_REDUCIBLE) I pressure = 5974PSF Soil pressure = 4679PSF 6 -4.15 NORMALIZED TO 6000 PSF ,ssumptions: ull weight of mat foundation (50pcf) included in analysis ssumed soil modulus (for sustained loads) = 100pci Soil pressure = 4819P Soil pressure = 3992PSF 11 6Md Soil pressure = 4780PSF -3 69 -3 23 -2 77 -2 31 -1 85 -1 38 -0 CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: PROJECT: 3rd & BROADWAY SUBJECT: Z'OlriaSettl REFERENCE: SOIL BEARING PRESSURE UNDER SUSTAINED S.7K'1 1 BY: DATE: 2024/05/10 LOADING CITY OF SANTA ANA Planning and Building Agency SAFE MODEL DEFLECTIONS UNDER SUSTAINED LOADING Mav L.vau %.vn1u1nauvn. 1.vwL. t arr t .YuL.1 -r I.Lr %L-L./ t = -0.41 IN assumptions: lull weight of mat foundation (50pcf) included in analysis kssumed soil modulus (for sustained loads) = 100pci Jote: Negative deflection = downward deflection Approved Master ID: Date: AX = -0.05 IN I a�� 4 = -0.28 1 0 -240 -156 -90 PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: SAFE MODEL DEFLECTIONS UNDER SUSTAINED SSK-12 BY: DATE: 2024/05/10 LOADING SOIL BEARING PRESSURE UNDER SEISMIC LOADING (ENVELOPED ASD Load Combination: ASD ENV Based on "Alternative basic load combinations" in CBC 2019 iO 15 4.54 NORMALIZED TO (4/3)X6000PSF = 8000 PSF ;sumptions: ill weight of mat foundation (50pcf) included in analysis ;sumed soil modulus (for sustained loads) = 100pci rte: Negative deflection = downward deflection l pressure - 6924PSF s -4.92 i -3 69 -3.08 M Soil pressure = 6387PSF 1 r CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: SAFE MODEL DEFLECTIONS UNDER SEISMIC SSK'13 BY: DATE: 2024/05/10 LOADING (ENVELOPED) CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: PREVIOUS FOUNDATION BEARING PRESSURES ISSUED ON 11/29/2021 PROVIDED FOR REFERENCE PROJECT: 3rd & BROADWAY SUBJECT: REFERENCE: MAT FOUNDATION THICKNESS SSK-1 4 BY: DATE: 2024/05/10 PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONL APPROXIMATE PERIMETER OF MAT FOUNDATION RESSII BUILDING ABOVE IS 745FT li ) E 6 6Now- _ I r' 1 I I 7.5 I 1 I I 7.5 It thick mat' - -� - - ..�4.5 It thick mat - -- — - - - - I I I I I i I I 3.0 R thick mat I ASSUMED SOIL PARAMENTERS OPTION 1: SOIL SUBGRADE MODULUS = 30PCI OPTION 2: SOIL SUBGRADE MODULUS=120PCI �swiwer.a. n.oanv o.o x �swmny,.a. r.c..7 o.r. x E -ft-- c—Dm —o— � Q -a.,, O ra. iu— O rwu.car O T—G* O — O e.. -1— ox ® o. O PROJECT: 3rd & BROADWAY Thornton Tomasetti REFERENCE: BY: DATE: 21 /11 /29 CITY OF SANTA ANA Planning and Building Agency Approved Y AP ROXIMATE PERIMETER OF THICKNESS 43 �v1Mqt�rBOVE IS Date: I I II I I 4 i It thick mat I i I Z5 fl thick mat I ii I 3.0 Itthick mat II t I I I 11 I 4.0 It thick mat I ) I I d I I I I I� 1 Openings in mat foundation for plumbing/mechanical pits OPTION 3: SOIL SUBGRADE MODULUS=100PCI 4.5 ft thick mat ■-S.bg,.d.o,o,M,o.0 I x 7.5 ft thick mat _j 5.0 ft thick mat PrapeAy Mdn Yelv9srkW� 3.0 ft thick mat — 4.0 ft thick mat O T— ----°� 2.0 ft thick mat SUBJECT: MAT FOUNDATION THICKNESS ISSK-15 CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: SOIL BEARING PRESSURE AND DEFLECTION OPTION 1: SOIL MODULUS = 30PCI PROJECT: 3rd & BROADWAY SUBJECT: REFERENCE: MAT FOUNDATION THICKNESS SSK-1 6 BY: DATE: 21 /j j /2Q CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SOIL BEARING PRESSURE UNDER DEAD LOADING ASD Load Combination: 1.0(DL+SW+SDL) %ssumptions: =ull weight of mat foundation (50pcf) included in analysis assumed soil modulus (for sustained loads) = 30pci per geotech report received on Aug 3, 2021 PROJECT: 3rd & BROADWAY i,nor t Tomasetti REFERENCE: BY: DATE: 21 /11 /29 Yll aix4an Approved Master ID: Date: SOIL BEARING PRESSURE UNDER DEAD LOAD I SSK-17 11 J.II/► yLJ. ___ , riGr�riirii�s. me - 410' � NEW S..... n....... ttttttttttttt.tttttttt.t -:as. ............. u.......W .i■■■ ■ ■.......................... .. �3��aa�-�a�.S��rSai—r -r■■■� .._. gap CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SAFE MODEL DEFLECTIONS UNDER SUSTAINED LOADING Mav L.vau I.vwL. t arr t .YuL.1 t I.0 %L-L./ t kssumptions. :ull weight of mat foundation (50pcf) included in analysis assumed soil modulus (for sustained loads) = 30pci per geotech report received on Aug 3, 202- Jote: Negative deflection = downward deflection Approved Master ID: Date: -0 10 -0.20 -0.30 -0 40 -0.50 -0.60 -0.70 -0.80 -0.90 1.00 -1.10 -1.20 -1.30 -1.40 PROJECT: 3rd & BROADWAY SUBJECT: R1><f��s'`a Tomas REFERENCE. SAFE MODEL DEFLECTIONS UNDER SSK'2� BY: DATE: 21/11/29 SUSTAINED LOADING CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SOIL BEARING PRESSURE UNDER SEISMIC LOADING (ENVELOPED ASD Load Combination: ASD ENV Based on "Alternative basic load combinations" in CBC 2019 MAXIMUM = 6686 PSF Soil pressure = 6314PSF 6018PS il, I 605OPSF Assumptions: Full weight of mat foundation (50pcf) included in analysis Assumed soil modulus (for sustained loads) = 30pci per geotech report received on Aug 3, 2021 Approved Master ID: Date: I.i 0 00 -0.62 -1.23 •1.85 -2.46 ._ --398 -3 K -4 31 -4.92 -5.51 -6.15 -6.77 -7.38 800 NORMALIZED TO (4/3)X60o0PSF= 8000 PSF PROJECT: 3rd & BROADWAY SUBJECT: Z'OlriaSettl REFERENCE: SOIL BEARING PRESSURE UNDER SSK'21 BY: DATE: 21/11/29 SEISMIC LOADING (ENVELOPED) CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: SOIL BEARING PRESSURE AND DEFLECTION OPTION 2: SOIL MODULUS = 120PCI PROJECT: 3rd & BROADWAY SUBJECT: REFERENCE: MAT FOUNDATION THICKNESS SSK-22 BY: DATE: 21 /j j /2Q CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SOIL BEARING PRESSURE UNDER DEAD LOADING ASD Load Combination: 1.0(DL+SW+SDL) Assumptions. Full weight of mat foundation (50pcf) included in analysis Assumed soil modulus (for sustained loads) = 120pci per geotech report received on Aug 3, 2021 PROJECT: 3rd & BROADWAY SUBJECT: Thornto Tomasetti REFERENCE: BY: DATE: 21 /11 /29 Approved Master ID: Date: -0 -1.38 -1.85 -2.31 -2.77 -3.23 -3.69 -4.15 -4.62 -5.08 -5.54 -6.00 NORMALIZED TO 6000 PSF—// SOIL BEARING PRESSURE UNDER DEAD LOAD I SSK-23 PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SAFE MODEL DEFLECTIONS UNDER DEAD LOADING I,'V.nnrXIMIN. TA EN1 ASD Load Combination: 1.0(DL+SW+SDL) A 77alhl ,ssumptions: ull weight of mat foundation (50pcf) included in analysis ,ssumed soil modulus (for sustained loads) = 120pci per geotech report received on Aug 3, 202 lote: Negative deflection = downward deflection PROJECT: 3rd & BROADWAY hor it n Tomaseti REFERENCE: DATE: 21 /11 /29 uNW1111114111 CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: 17-3 80 40 i O i- i , 40 80 -120 �- l .160 -C' -200 -24r -280 .320 -360 -400 aaa SUBJECT: SAFE MODEL DEFLECTIONS UNDER DEAD LOAD SSK-24 CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SOIL BEARING PRESSURE UNDER SUSTAINED LOADING ASD Load Combination: 1.0(DL + SW + SDL) + 1.0 (ILL) + 0.5(LL_REDUCIBLE) MAXIMUM = 7544PSF itj 5965PSF _.yam pressure = 6830PSF ((�� I LJ 6 e E) . �5920PSF I assumptions: 'ull weight of mat foundation (50pcf) included in analysis kssumed soil modulus (for sustained loads) = 120pci per geotech report received on Aug 3, 202 Approved Master ID: Date: PROJECT: 3rd & BROADWAY SUBJECT: Z'Ol'tlaSettl REFERENCE: SOIL BEARING PRESSURE UNDER SSK-08 BY: DATE: 21/11/29 SUSTAINED LOADING CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SAFE MODEL DEFLECTIONS UNDER SUSTAINED LOADING MINIMUM =-0.4361N I A =-0.341N A5110 Load Combination: 1.U(DL + 5W + 51)L) + 1.0 (ILL) + U.b(LL_REDUCABLE) A = -0.41N �A =-0.341N Assumptions: Full weight of mat foundation (50pcf) included in analysis Assumed soil modulus (for sustained loads) = 120pci per geotech report received on Aug 3, 2021 Note: Negative deflection = downward deflection PROJECT: 3rd & BROADWAY Tomasetti REFERENCE BY: DATE: 21 /11 /29 SUBJECT: MAXIMUM 0.0271N SAFE MODEL DEFLECTIONS UNDER SUSTAINED LOADING Approved Master ID: Date: E-3 0 -40 -80 120 -1 G0 -200 v -240 �Q -280 -320 -360 -400 -440 -480 -bzu SSK-09 CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SOIL BEARING PRESSURE UNDER SEISMIC LOADING (ENVELOPED ASD Load Combination: ASD ENV Based on "Alternative basic load combinations" in CBC 2019 Approved Master ID: Date: 0.00 -0 62 -1 23 -1.85 -2.46 -3.06 3 0'j -4.31 -4 92 -5 54 -6.15 -6.77 -7.38 -8.00 NORMALIZED TO (4/3)x6000PSF= 8000 PSF Assumptions: Full weight of mat foundation (50pcf) included in analysis Assumed soil modulus (for sustained loads) = 120pci per geotech report received on Aug 3, 2021 PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: SOIL BEARING PRESSURE UNDER SSK-27 BY: DATE: 21/11/29 SEISMIC LOADING (ENVELOPED) CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: SOIL BEARING PRESSURE AND DEFLECTION OPTION 3: SOIL MODULUS = 10OPCI PROJECT: 3rd & BROADWAY SUBJECT: REFERENCE: MAT FOUNDATION THICKNESS SSK-28 BY: DATE: 21 /j j /2Q CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SOIL BEARING PRESSURE UNDER DEAD LOADING ASD Load Combination: 1.0(DL+SW+SDL) Assumptions: Full weight of mat foundation (50pcf) included in analysis Assumed soil modulus (for sustained loads) = 100pci Approved Master ID: Date: f .3 -6 00 NORMALIZED TO 6000 PSF--,/ PROJECT: 3rd & BROADWAY SUBJECT: Thornto Tomasetti REFERENCE. SOIL BEARING PRESSURE UNDER DEAD LOAD SSK-29 BY: DATE: 21 /11 /2g CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SAFE MODEL DEFLECTIONS UNDER DEAD LOADING ASD Load Combination: 1.0(DL+SW+SDL) _-0.4131 N . . _ —*r!� - t 1 rtt-tt1_ r • Assumptions: Full weight of mat foundation (50pcf) included in analysis Assumed soil modulus (for sustained loads) = 100pci Note: Negative deflection = downward deflection PROJECT: 3rd & BROADWAY R hiorritan Tomasetti REFERENCE: BY: DATE: 21 /11 /29 A =-0.341N I AUM Approved Master ID: Date: E-3 80 40 0 -40 -80 120 160 -200 -240 -280 -320 -360 — -400 -440 SUBJECT: SAFE MODEL DEFLECTIONS UNDER DEAD LOAD SSK-30 CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SOIL BEARING PRESSURE UNDER SUSTAINED LOADING ASD Load Combination: 1.0(DL + SW + SDL) + 1.0 (ILL) + 0.5(LL_REDUCIBLE) nnnYinni inn _ 79r4a pcF 5770PSF I Assumptions: Full weight of mat foundation (50pcf) included in analysis Assumed soil modulus (for sustained loads) = 100pci 4258PSF J Approved Master ID: Date: 0.00 -0.46 -0.92 -1.38 1.86 -2.31 .17 E) -2.n -3.23 .3.69 -4.15 AV :� 08 -ILL, ,54 -6 00 NORMALIZED TO 6000 PSF PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: SOIL BEARING PRESSURE UNDER SSK-31 BY: DATE: 21/11/29 SUSTAINED LOADING CITY OF SANTA ANA Planning and Building Agency PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SAFE MODEL DEFLECTIONS UNDER SUSTAINED LOADING Hav LUAU %.U111U1nauUn: 1.UkuL + avv + auL) + 1.0 kLL) + U.01LL_rkr-UUL,10LC) kssumptions: -ull weight of mat foundation (50pcf) included in analysis kssumed soil modulus (for sustained loads) = 100pci Approved Master ID: Date: F3 0 -40 -80 -120 -160 -200 -240 -280• -320 -360 -400 -440 -480 -520 PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: SAFE MODEL DEFLECTIONS UNDER S.7K'32 BY: DATE: 21/11/29 SUSTAINED LOADING PREVIOUS MAT FOUNDATION CONDITION - PROVIDED FOR REFERENCE ONLY SOIL BEARING PRESSURE UNDER SEISMIC LOADING (ENVELOPED ASD Load Combination: ASD ENV Based on "Alternative basic load combinations" in CBC 2019 Assumptions: Full weight of mat foundation (50pcf) included in analysis Assumed soil modulus (for sustained loads) = 100pci per geotech report received on Aug 3, 2021 PROJECT: 3rd & BROADWAY SUBJECT: Tomasetti REFERENCE: BY: DATE: 21 /11 /29 CITY OF SANTA ANA Planning and Building Agency Approved Master ID: Date: f #3 0.00 -0.62 -1.23 -1.85 -2.46op -3.08 -3.69 -4.31 -4.92 6.64 -6.15 -6.77 -7.38 -8.00 NORMALIZED TO (4/3)X6000PSF= 8000 PSF SOIL BEARING PRESSURE UNDER I SSK-33 SEISMIC LOADING (ENVELOPED) 3rd & Broadway, Santa Ana, CA Volume 3A - Structural Calculations June 17, 2024 | Project # S21043.00 pg. 433 END OF VOLUME 3A SHEET NUMBER SHEET NAME REVISION R1-M0.0 MECHANICAL LEGEND AND ABBREVIATIONS Revised drawing list due to bacgrounds changes. R1-M0.1 BASIS OF DESIGN AND GENERAL NOTES No Revision. R1-M0.2 SCHEDULES Revised equipment schedules. R1-M0.3 SCHEDULES Revised equipment schedules. Renamed equipment and updated number of units. R1-M0.4 ENERGY CALCULATIONS Replaced NRCC-PRF-01-E forms with NRCC-MCH-E forms. R1-M0.5 ENERGY CALCULATIONS Replaced NRCC-PRF-01-E forms with NRCC-MCH-E forms. Added ventilation calcs. R1-M0.6 ENERGY CALCULATIONS Deleted sheet. R1-M0.7 ENERGY CALCULATIONS Deleted sheet. R1-M10.001 BAS SYSTEM ARCHITECTURE Revised BAS system architecture based on updated # of units. R1-M2.100 HVAC PLAN - LEVEL P01 Revised based on background changes. R1-M2.100A HVAC PLAN - LEVEL P 01 SEG A Revised based on background changes. R1-M2.100B HVAC PLAN - LEVEL P 01 SEG B Revised based on background changes. R1-M2.101 HVAC PLAN - LEVEL 01 Revised based on background changes. R1-M2.102 HVAC PLAN - LEVEL 02 Revised based on background changes. R1-M2.103 HVAC PLAN - LEVEL 03 Revised based on background changes. R1-M2.104 HVAC PLAN - LEVEL 04 Revised based on background changes. R1-M2.105 HVAC PLAN - LEVEL 05 Revised based on background changes. R1-M2.106 HVAC PLAN - LEVEL 06 Revised based on background changes. R1-M2.107 HVAC PLAN - LEVEL 07 Revised based on background changes. R1-M2.108 HVAC PLAN - LEVEL 08-14 Revised based on background changes. R1-M2.115 HVAC PLAN - LEVEL 15 Revised based on background changes. R1-M2.116 HVAC PLAN - ROOF Revised based on background changes. R1-M2.118 HVAC PLAN -TOP ROOF Sheet was removed. R1-M3.100A HVAC ZONING PLAN - LEVEL P 01 SEG A Revised based on background changes. R1-M3.100AS SMOKE CONTROL ZONING PLAN - LEVEL P01 SEG A Revised based on background changes. R1-M3.101 HVAC ZONING PLAN - LEVEL 01 Revised based on background changes. R1-M3.101S SMOKE CONTROL ZONING PLAN - LEVEL 01 Revised based on background changes. R1-M3.102 HVAC ZONING PLAN - LEVEL 02 Revised based on background changes. R1-M3.102S SMOKE CONTROL ZONING PLAN - LEVEL 02 Revised based on background changes. R1-M3.103 HVAC ZONING PLAN - LEVEL 03 Revised based on background changes. R1-M3.103S SMOKE CONTROL ZONING PLAN - LEVEL 03 Revised based on background changes. R1-M3.104 HVAC ZONING PLAN - LEVEL 04 Revised based on background changes. R1-M3.104S SMOKE CONTROL ZONING PLAN - LEVEL 04 Revised based on background changes. 3RD & BROADWAY - REVISION TO PERMIT - JUNE 17, 2024 MECHANICAL 3rd Broadway Glumac - MEP Page 1 of 6 Revision to Permit - Narrative of Changes 6/12/2024 R1-M3.105 HVAC ZONING PLAN - LEVEL 05 Revised based on background changes. R1-M3.105S SMOKE CONTROL ZONING PLAN - LEVEL 05 Revised based on background changes. R1-M3.106 HVAC ZONING PLAN - LEVEL 06 Revised based on background changes. R1-M3.106S SMOKE CONTROL ZONING PLAN - LEVEL 06 Revised based on background changes. R1-M3.107 HVAC ZONING PLAN - LEVEL 07 Revised based on background changes. R1-M3.107S SMOKE CONTROL ZONING PLAN - LEVEL 07 Revised based on background changes. R1-M3.108 HVAC ZONING PLAN - LEVEL 08-14 Revised based on background changes. R1-M3.108S SMOKE CONTROL ZONING PLAN - LEVEL 08-14 Revised based on background changes. R1-M3.115 HVAC ZONING PLAN - LEVEL 15 Revised based on background changes. R1-M3.115S SMOKE CONTROL ZONING PLAN - LEVEL 15 Revised based on background changes. R1-M3.116 HVAC ZONING PLAN - ROOF Revised based on background changes. R1-M3.116S SMOKE CONTROL ZONING PLAN - ROOF Revised based on background changes. R1-M4.100A REFRIGERANT PIPING PLAN - LEVEL P 01 SEG A Revised based on background changes. R1-M4.101 REFRIGERANT PIPING PLAN - LEVEL 01 Revised based on background changes. R1-M4.102 REFRIGERANT PIPING PLAN - LEVEL 02 Revised based on background changes. R1-M4.103 REFRIGERANT PIPING PLAN - LEVEL 03 Revised based on background changes. R1-M4.104 REFRIGERANT PIPING PLAN - LEVEL 04 Revised based on background changes. R1-M4.105 REFRIGERANT PIPING PLAN - LEVEL 05 Revised based on background changes. R1-M4.106 REFRIGERANT PIPING PLAN - LEVEL 06 Revised based on background changes. R1-M4.107 REFRIGERANT PIPING PLAN - LEVEL 07 Revised based on background changes. R1-M4.108 REFRIGERANT PIPING PLAN - LEVEL 08-14 Revised based on background changes. R1-M4.115 REFRIGERANT PIPING PLAN - LEVEL 15 Revised based on background changes. R1-M4.116 REFRIGERANT PIPING PLAN - ROOF Revised based on background changes. R1-M5.001 SUPPLY DUCTWORK RISER DIAGRAMS Stairwell #1 & #2 pressure riser diagrams have been revised. Stairwell #3 pressure riser diagram has been removed. R1-M5.002 EXHAUST DUCTWORK RISER DIAGRAMS Trash Room exhaust Riser diagram has been revised. Level 2-4 garagae exhaust riser has been removed. R1-M6.001 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised referigerant piping schematic diagrams. R1-M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised referigerant piping schematic diagrams. R1-M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised referigerant piping schematic diagrams. R1-M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised referigerant piping schematic diagrams. R1-M7.001 CONTROLS - SEQUENCES AND SCHEMATICS No Revision. R1-M8.001 FIREFIGHTER'S SMOKE CONTROL PANEL Fire Figher's smoke control panel drawing has been revised based on background changes. R1-M8.002 SMOKE CONTROL SEQUENCES AND DIAGRAMS No Revision. R1-M9.001 MECHANICAL DETAILS No Revision. R1-M9.002 MECHANICAL DETAILS Added subduct riser. R1-M9.003 MECHANICAL DETAILS 3rd Broadway Glumac - MEP Page 2 of 6 Revision to Permit - Narrative of Changes 6/12/2024 SHEET NUMBER SHEET NAME REVISION R1-E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS No Revision. R1-E0.1 BASIS OF DESIGN AND CALCULATION TABLES Updated the residential load calculation s based on new program layout. R1-E0.2 LUMINAIRE SCHEDULE Updated the luminaire schedule based on revised lighting design. R1-E0.3 MECHANICAL EQUIPMENT SCHEDULE Updated schedule based on revised mechanical equipment. R1-E0.4 MECHANICAL EQUIPMENT SCHEDULE Updated schedule based on revised mechanical equipment. R1-E1.0 SITE LIGHTING PLAN No Revision. R1-E2.100 LEVEL P01 - LIGHTING PLAN Revised lighting layout & circuitry based on new program layout. R1-E2.101 LIGHTING PLAN - LEVEL 01 Revised lighting layout & circuitry based on new program layout. R1-E2.102 LIGHTING PLAN - LEVEL 02 Revised lighting layout & circuitry based on new program layout. R1-E2.103 LIGHTING PLAN - LEVEL 03 Revised lighting layout & circuitry based on new program layout. R1-E2.104 LIGHTING PLAN - LEVEL 04 Revised lighting layout & circuitry based on new program layout. R1-E2.105 LIGHTING PLAN - LEVEL 05 Revised lighting layout & circuitry based on new program layout. R1-E2.106 LIGHTING PLAN - LEVEL 06 Revised lighting layout & circuitry based on new program layout. R1-E2.107 LIGHTING PLAN - LEVEL 07 Revised lighting layout & circuitry based on new program layout. R1-E2.108 LIGHTING PLAN - LEVEL 08-14 Revised lighting layout & circuitry based on new program layout. R1-E2.115 LIGHTING PLAN - LEVEL 15 Revised lighting layout & circuitry based on new program layout. R1-E2.116 LIGHTING PLAN - ROOF Revised lighting layout & circuitry based on new program layout. R1-E2.118 LIGHTING PLAN - TOP ROOF No Revision. R1-E3.100 POWER AND SIGNAL PLAN - LEVEL P01 Revised power device layout & circuitry based on new program layout. R1-E3.101 POWER AND SIGNAL PLAN - LEVEL 01 Revised power device layout & circuitry based on new program layout. R1-E3.102 POWER AND SIGNAL PLAN - LEVEL 02 Revised power device layout & circuitry based on new program layout. R1-E3.103 POWER AND SIGNAL PLAN - LEVEL 03 Revised power device layout & circuitry based on new program layout. R1-E3.104 POWER AND SIGNAL PLAN - LEVEL 04 Revised power device layout & circuitry based on new program layout. R1-E3.105 POWER AND SIGNAL PLAN - LEVEL 05 Revised power device layout & circuitry based on new program layout. R1-E3.106 POWER AND SIGNAL PLAN - LEVEL 06 Revised power device layout & circuitry based on new program layout. R1-E3.107 POWER AND SIGNAL PLAN - LEVEL 07 Revised power device layout & circuitry based on new program layout. R1-E3.108 POWER AND SIGNAL PLAN - LEVEL 08-14 Revised power device layout & circuitry based on new program layout. R1-E3.115 POWER AND SIGNAL PLAN - LEVEL 15 Revised power device layout & circuitry based on new program layout. R1-E3.116 POWER AND SIGNAL PLAN - ROOF Revised power device layout & circuitry based on new program layout. R1-E3.118 POWER AND SIGNAL PLAN - TOP ROOF No Revision. R1-E5.1 SINGLE LINE DIAGRAM - RESIDENTIAL EMERGENCY POWER Updated riser diagram based on new program layout. R1-E5.10 PANELBOARD SCHEDULES Updated panel schedules based on revised circuitry and loads. R1-E5.11 PANELBOARD SCHEDULES Updated panel schedules based on revised circuitry and loads. R1-E5.2 SINGLE LINE DIAGRAM - RESIDENTIAL HOUSE NORMAL POWER Updated riser diagram based on new program layout. 3RD & BROADWAY - REVISION TO PERMIT - JUNE 17, 2024 ELECTRICAL 3rd Broadway Glumac - MEP Page 3 of 6 Revision to Permit - Narrative of Changes 6/12/2024 R1-E5.3 SINGLE LINE DIAGRAM - RESIDENTIAL POWER Updated riser diagram based on new program layout. R1-E5.4 SINGLE LINE DIAGRAM - RESIDENTIAL POWER Updated riser diagram based on new program layout. R1-E5.5 SINGLE LINE AND VOLTAGE DROP SCHEDULES Revised feeder schedules to clarify aluminum vs copper. R1-E5.6 PANELBOARD SCHEDULES Updated panel schedules based on revised circuitry and loads. R1-E5.7 PANELBOARD SCHEDULES Updated panel schedules based on revised circuitry and loads. R1-E5.8 PANELBOARD SCHEDULES Updated panel schedules based on revised circuitry and loads. R1-E5.9 PANELBOARD SCHEDULES Updated panel schedules based on revised circuitry and loads. R1-E6.1 ENLARGED PLANS Revised power device layout & circuitry based on new program layout. R1-E6.2 ENLARGED PLANS Revised power device layout & circuitry based on new program layout. R1-E9.1 ELECTRICAL DETAILS No Revision. R1-E9.2 ELECTRICAL DETAILS No Revision. R1-E9.3 ELECTRICAL DETAILS No Revision. R1-E9.4 ELECTRICAL DETAILS No Revision. R1-E9.5 ELECTRICAL DETAILS No Revision. R1-E9.6 ELECTRICAL DETAILS No Revision. R1-E9.7 ELECTRICAL DETAILS No Revision. R1-E9.8 ELECTRICAL DETAILS No Revision. R1-E9.9 ELECTRICAL GROUNDING RISER - WEST TOWER Updated riser diagram based on new program layout. 3rd Broadway Glumac - MEP Page 4 of 6 Revision to Permit - Narrative of Changes 6/12/2024 SHEET NUMBER SHEET NAME REVISION R1-P0.0 PLUMBING LEGEND AND ABBREVIATIONS Plumbing Drawing List updated. Basis of Design updated to reflect Schedules updated to reflect new program layout. R1-P0.1 PLUMBING GENERAL NOTES No revision. R1-P0.2 PLUMBING SCHEDULES Schedules updated to reflect new program layout. R1-P0.3 PLUMBING SCHEDULES Schedules updated to reflect new program layout. R1-P0.4 PLUMBING SCHEDULES Schedules updated to reflect new program layout. R1-P0.5 PLUMBING CALCULATIONS Plumbing calculations updated to reflect new program layout. R1-P0.6 PLUMBING NCRR FORM Signature and date updated with EOR information. R1-P0.7 PLUMBING NCRR FORM No revision. R1-P1.1 PLUMBING SITE PLAN Plumbing design updated to reflect new program layout. R1-P2.0 UNDERGROUND PLAN - PLUMBING Plumbing design updated to reflect new program layout. R1-P2.100 PLUMBING PLAN - LEVEL P 01 Plumbing design updated to reflect new program layout. R1-P2.101 PLUMBING PLAN - LEVEL 01 Plumbing design updated to reflect new program layout. R1-P2.102 PLUMBING PLAN - LEVEL 02 Plumbing design updated to reflect new program layout. R1-P2.103 PLUMBING PLAN - LEVEL 03 Plumbing design updated to reflect new program layout. R1-P2.104 PLUMBING PLAN - LEVEL 04 Plumbing design updated to reflect new program layout. R1-P2.105 PLUMBING PLAN - LEVEL 05 Plumbing design updated to reflect new program layout. R1-P2.106 PLUMBING PLAN - LEVEL 06 Plumbing design updated to reflect new program layout. R1-P2.107 PLUMBING PLAN - LEVEL 07 Plumbing design updated to reflect new program layout. R1-P2.108 PLUMBING PLAN - LEVEL 08-14 Plumbing design updated to reflect new program layout. R1-P2.115 PLUMBING PLAN - LEVEL 15 Plumbing design updated to reflect new program layout. R1-P2.116 PLUMBING PLAN - ROOF Plumbing design updated to reflect new program layout. R1-P2.118 PLUMBING PLAN - TOP ROOF Plumbing design updated to reflect new program layout. R1-P4.11 DOMESTIC WATER RISER DIAGRAMS Plumbing design updated to reflect new program layout. R1-P4.12 DOMESTIC WATER RISER DIAGRAMS Plumbing design updated to reflect new program layout. R1-P4.31 GAS RISER DIAGRAM Plumbing design updated to reflect new program layout. R1-P5.12A SANITARY SEWER DIAGRAM Plumbing design updated to reflect new program layout. R1-P5.12B SANITARY SEWER DIAGRAM Plumbing design updated to reflect new program layout. R1-P5.12C SANITARY SEWER DIAGRAM Plumbing design updated to reflect new program layout. R1-P5.12D SANITARY SEWER DIAGRAM Plumbing design updated to reflect new program layout. R1-P5.21 STORM RISER DIAGRAM Plumbing design updated to reflect new program layout. R1-P9.1 PLUMBING DETAILS No revision. R1-P9.2 PLUMBING DETAILS No revision. R1-P9.3 PLUMBING DETAILS No revision. PLUMBING 3RD & BROADWAY - REVISION TO PERMIT - JUNE 17, 2024 3rd Broadway Glumac - MEP Page 5 of 6 Revision to Permit - Narrative of Changes 6/12/2024 R1-P9.4 PLUMBING DETAILS Updated details to reflect new hot water distribution design as a result of the new program layout. R1-P9.5 PLUMBING DETAILS No revision. R1-P9.6 PLUMBING DETAILS Updated details to reflect new strorm water sump pump and overall design as a result of the new program layout. R1-P9.7 PLUMBING DETAILS - SOVENT SYSTEM No revision. 3rd Broadway Glumac - MEP Page 6 of 6 Revision to Permit - Narrative of Changes 6/12/2024 OLDER DWG SHEET NUMBER & NAME NEW SHEET NUMBER SHEET NAME REVISION General comment: All Interiors Mechanical drawing number suffixes were changed from "R1" to "R2" R1-M0.0 MECHANICAL SYMBOLS,NOTES AND ABBREVIATIONS R2-M0.0 MECHANICAL SYMBOLS,NOTES AND ABBREVIATIONS Revised drawing list R1-M0.1 BASIS OF DESIGN AND GENERAL NOTES R2-M0.1 BASIS OF DESIGN AND GENERAL NOTES No Revision -R2-M0.2 MECHANICAL SCHEDULES New sheet was added. Revised equipment schedules. Renamed equipment and updated number of units R1-M0.3 MECHANICAL SCHEDULES R2-M0.3 MECHANICAL SCHEDULES Revised equipment schedules. Renamed equipment and updated number of units R1-M0.4 MECHANICAL SCHEDULES R2-M0.4 MECHANICAL SCHEDULES Revised equipment schedules. Renamed equipment and updated number of units R1-M0.5 ENERGY CALCULATIONS R2-M0.5 ENERGY CALCULATIONS Revised Title 24 forms R1-M0.6 ENERGY CALCULATIONS R2-M0.6 ENERGY CALCULATIONS Revised Title 24 forms R1-M0.7 ENERGY CALCULATIONS R2-M0.7 ENERGY CALCULATIONS Revised Title 24 forms R1-M0.8 ENERGY CALCULATIONS R2-M0.8 ENERGY CALCULATIONS Sheet was removed R1-M0.9 ENERGY CALCULATIONS R2-M0.9 ENERGY CALCULATIONS Sheet was removed R1-M0.10 ENERGY CALCULATIONS R2-M0.10 ENERGY CALCULATIONS Sheet was removed R1-M1.202 MECHANICAL RCP PLAN - LEVEL 01G R2-M2.101 MECHANICAL DUCTWORK PLAN - LEVEL 01G Renamed the sheet. Revised based on background changes R1-M1.203 MECHANICAL RCP PLAN - LEVEL 02 -- Sheet was removed R1-M1.204 MECHANICAL RCP PLAN - LEVEL 03 -- Sheet was removed R1-M1.205 MECHANICAL RCP PLAN - LEVEL 04 -- Sheet was removed R1-M1.206 MECHANICAL RCP PLAN - LEVEL 05 -- Sheet was removed R1-M1.207 MECHANICAL RCP PLAN - LEVEL 06 R2-M2.106 MECHANICAL DUCTWORK PLAN - LEVEL 06 Renamed the sheet. Revised based on background changes R1-M1.208 MECHANICAL RCP PLAN - LEVEL 07 - LEVEL 08 R2-M2.107 MECHANICAL DUCTWORK PLAN - LEVEL 07 Renamed the sheet. Revised based on background changes R1-M1.209 MECHANICAL RCP PLAN - LEVEL 09 - LEVEL 15 R2-M2.108 MECHANICAL DUCTWORK PLAN - LEVEL 08 - LEVEL 14 Renamed the sheet. Revised based on background changes R1-M1.210 MECHANICAL RCP PLAN - LEVEL 16 R2-M2.115 MECHANICAL DUCTWORK PLAN - LEVEL 15 Renamed the sheet. Revised based on background changes R1-M3.102 HVAC ZONING PLAN - LEVEL 01 R2-M3.101 HVAC ZONING PLAN - LEVEL 01 Revised based on background changes R1-M3.103 HVAC ZONING PLAN - LEVEL 02 -- Sheet was removed R1-M3.104 HVAC ZONING PLAN - LEVEL 03 -- Sheet was removed R1-M3.105 HVAC ZONING PLAN - LEVEL 04 -- Sheet was removed R1-M3.106 HVAC ZONING PLAN - LEVEL 05 -- Sheet was removed R1-M3.107 HVAC ZONING PLAN - LEVEL 06 R2-M3.106 HVAC ZONING PLAN - LEVEL 06 Revised based on background changes R1-M3.108 HVAC ZONING PLAN - LEVEL 07 - LEVEL 08 R2-M3.107 HVAC ZONING PLAN - LEVEL 07 Renamed the sheet. Revised based on background changes 3RD & BROADWAY - REVISION TO PERMIT - JUNE 17, 2024 MECHANICAL - INTERIORS PACKAGE 3rd Broadway Cosentini Associates - MEP Page 1 of 4 Revision to Permit - Narrative of Changes 06.17.2024 OLDER DWG SHEET NUMBER & NAME NEW SHEET NUMBER SHEET NAME REVISION General comment: All Interiors Mechanical drawing number suffixes were changed from "R1" to "R2" 3RD & BROADWAY - REVISION TO PERMIT - JUNE 17, 2024 MECHANICAL - INTERIORS PACKAGE R1-M3.109 HVAC ZONING PLAN - LEVEL 09 - LEVEL 15 R2-M3.108 HVAC ZONING PLAN - LEVEL 08 - LEVEL 14 Renamed the sheet. Revised based on background changes R1-M3.110 HVAC ZONING PLAN - LEVEL 16 R2-M3.115 HVAC ZONING PLAN - LEVEL 15 Renamed the sheet. Revised based on background changes -R2-M4.101 REFRIGERANT PIPING PLAN - LEVEL 01 New sheet was added with revised background changes R1-M4.103 REFRIGERANT PIPING PLAN - LEVEL 02 R2-M4.102 REFRIGERANT PIPING PLAN - LEVEL 02 This sheet is "FOR REFERENCE ONLY". Revised based on background changes R1-M4.104 REFRIGERANT PIPING PLAN - LEVEL 03 -- Sheet was removed R1-M4.105 REFRIGERANT PIPING PLAN - LEVEL 04 -- Sheet was removed R1-M4.106 REFRIGERANT PIPING PLAN - LEVEL 05 R2-M4.105 REFRIGERANT PIPING PLAN - LEVEL 05 This sheet is "FOR REFERENCE ONLY". Revised based on background changes R1-M4.107 REFRIGERANT PIPING PLAN - LEVEL 06 R2-M4.106 REFRIGERANT PIPING PLAN - LEVEL 06 Revised based on background changes & new equipment selections R1-M4.108 REFRIGERANT PIPING PLAN - LEVEL 07 - LEVEL 08 R2-M4.107 REFRIGERANT PIPING PLAN - LEVEL 07 Renamed the sheet. Revised based on background changes & new equipment selections R1-M4.109 REFRIGERANT PIPING PLAN - LEVEL 09 - LEVEL 15 R2-M4.108 REFRIGERANT PIPING PLAN - LEVEL 08 - LEVEL 14 Renamed the sheet. Revised based on background changes & new equipment selections R1-M4.110 REFRIGERANT PIPING PLAN - LEVEL 16 R2-M4.115 REFRIGERANT PIPING PLAN - LEVEL 15 Renamed the sheet. Revised based on background changes & new equipment selections -R2-M4.116 REFRIGERANT PIPING PLAN - ROOF New sheet was added. This sheet is "FOR REFERENCE ONLY". R1-M6.100 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M6.001 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised based on new equipment selections R1-M6.101 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised based on new equipment selections R1-M6.102 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised based on new equipment selections R1-M6.103 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised based on new equipment selections -R2-M6.005 REFRIGERANT PIPING SCHEMATIC DIAGRAM Revised based on new equipment selections R1-M9.100 MECHANICAL DETAILS R2-M9.001 MECHANICAL DETAILS No Revision R1-M9.101 MECHANICAL DETAILS R2-M9.002 MECHANICAL DETAILS No Revision R1-M9.102 MECHANICAL DETAILS R2-M9.003 MECHANICAL DETAILS No Revision 3rd Broadway Cosentini Associates - MEP Page 2 of 4 Revision to Permit - Narrative of Changes 06.17.2024 SHEET NUMBER SHEET NAME REVISION R2.E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS No Revision. R2.E0.1 BASIS OF DESIGN AND CALCULATION TABLES No Revision. R2.E3.101 ELECTRICAL POWER PLAN - LEVEL 01 Revised power device layout & circuitry based on new program layout. R2.E3.106 ELECTRICAL POWER PLAN - LEVEL 06 Revised power device layout & circuitry based on new program layout. R2.E3.107 ELECTRICAL POWER PLAN - LEVEL 07 Revised power device layout & circuitry based on new program layout. R2.E3.108 ELECTRICAL POWER PLAN - LEVEL 08-14 Revised power device layout & circuitry based on new program layout. R2.E3.1015 ELECTRICAL POWER PLAN - LEVEL 15 Revised power device layout & circuitry based on new program layout. R2.E5.1 PANEL SCHEDULES -1 Updated panel schedules based on revised circuitry and loads. R2.E6.11 ELECTRICAL POWER UNIT PLANS Revised power device layout & circuitry based on new program layout. R2.E6.12 ELECTRICAL LIGHTING UNIT PLANS Revised lighting device layout & circuitry based on new program layout. R2.E6.13 ENLARGED LIGHTING PLANS - CORRIDORS Revised lighting device layout & circuitry based on new program layout. R2.E6.14 ENLARGED LIGHTING PLAN - LEVEL 01 WEST LOBBY Revised lighting device layout & circuitry based on new program layout. R2.E6.15 ENLARGED LIGHTING PLAN - LEVEL 01 EAST LOBBY Revised lighting device layout & circuitry based on new program layout. R2.E6.16 ENLARGED LIGHTING PLANS - LEVEL 06 Revised lighting device layout & circuitry based on new program layout. R2.E6.17 ENLARGED LIGHTING PLANS - LEVEL 07 Revised lighting device layout & circuitry based on new program layout. 3RD & BROADWAY - REVISION TO PERMIT - JUNE 17, 2024 ELECTRICAL - INTERIORS PACKAGE 3rd Broadway Cosentini Associates - MEP Page 3 of 4 Revision to Permit - Narrative of Changes 06.17.2024 SHEET NUMBER SHEET NAME REVISION R2-P0-001 PLUMBING NOTES AND SYMBOLS NO CHANGES R2-P0-002 PLUMBING NRCC FORM REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P1-106 PLUMBING PLAN - LEVEL 06 REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P1-106.1 PLUMBING PLAN - LEVEL 06+REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P1-107 PLUMBING PLAN - LEVEL 07 REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P1-108 PLUMBING PLAN - LEVEL 08 REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P1-113 PLUMBING PLAN - TYPICAL LEVELS 8-13 (WASTE)REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P1-114 PLUMBING PLAN - LEVEL 14 REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P1-115 PLUMBING PLAN - LEVEL 15 REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P2-001 TYPICAL PLUMBING WATER UNIT PLANS REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P2-002 TYPICAL PLUMBING WASTE UNIT PLANS REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P3-001 PLUMBING WATER DIAGRAMS REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P3-002 PLUMBING WATER DIAGRAMS REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P3-003 PLUMBING WASTE DIAGRAMS REVISED PER NEW ARCHITECTURAL LAYOUTS R2-P4-001 PLUMBING SCHEDULES REVISED PER NEW ARCHITECTURAL LAYOUTS PLUMBING - INTERIORS PACKAGE 3RD & BROADWAY - REVISION TO PERMIT - JUNE 17, 2024 3rd Broadway Cosentini Associates - MEP Page 4 of 4 Revision to Permit - Narrative of Changes 06.17.2024 REVISION NARRATIVE (PLANS DATED 06/14/24) Date: June 19, 2024 Project: 3rd and Broadway, City of Santa Ana Plan Check No. P0111738 Landscape Architectural Review – Construction Drawings – 1st Pan Check Comments Sheet No. L1.1, L1.2, L3.1, L3.2, L6.1 and L6.2 (Ground Floor Hardscape, Irrigation and Planting Plans) 1. Northwest corner of project. Replaced decomposed granite around utilities with concrete paving. Provided landscape in pottery for screening. 2. Southwest corner of project. Removed tree / tree grate from corner plaza. Sheet No. L1.3, L3.3 and L6.3 (6th Floor Hardscape, Irrigation and Planting Plans) 1. The building was redesigned and the exterior improvements were relocated from the 3rd, 4th, 5th, 9th and 16th Floors. New exterior spaces are now provided on the 6th, 7th and 15th Floors. 2. New programming was added to the exterior courtyards at the 6th Floor to include the following; a. Exterior desk seating outside of the business center b. Flexible seating, foosball, ping pong shuffleboard, fire pit and BBQ amenities near the Game Room. Sheet No. L1.4, L3.4 and L6.4 (7th Floor Hardscape, Irrigation and Planting Plans) 1. New programming was added to the exterior courtyards at the 7th Floor to include the following; a. Swimming Pool and Spa b. Fire Pit and Built-in bench seating at wood deck. c. Outdoor dining area and BBQs Sheet No. L1.5, L3.5 and L6.5 (15th Floor Hardscape, Irrigation and Planting Plans) 1. New programming was added to the exterior courtyards at the 15th Floor to include the following; a. Lounge Area with Flexible and Built-in seating at the View Deck available to the Pent Houses. jensenhughes.com 2099 South State College Blvd., Suite 540 Anaheim, CA 92806 USA O: +1 714-450-1700 | F: +1 714-450-1701 Copyright © 2024 Jensen Hughes, Inc. All Rights Reserved. T0123 June 17, 2024 RE: 3rd & Broadway Residential Revision to Permit Set Narrative The following narrative is intended to outline the changes occurring within the Revision to Permit submittal dated June, 17 2024 for the Fire Life Safety Plans, Fire Master Plan and Smoke Control Rational Analysis. + Fire Life Safety Plans: The entirety of the Fire Life Safety Plans (Sheets R1.LS1.100 – R1.LS1.110 & Sheets R2.LS1.100 – R2.LS1.110) were revised based on redesign of the Residential (West) Building. The Fire Life Safety Plans provide all new information based on the redesign. All Sheets were updated and revised. + Fire Master Plan: Sheet 4 (OCFA FMP Cover Page for Residential Building) and Sheet R1.LS1.001 were revised based on the redesign of the Residential (West) Building. Sheet 4 was revised to state the reduced number of stories from 16 to 15. Sheet R1.LS1.001 was revised to provide new Project FAR, new code analysis and revised Level 1 floor plan. + Smoke Control Rational Analysis: All portions of the Smoke Control Rational Analysis pertaining to the Residential (West) Building were revised or re-verified based on the redesign of the building. If there are any questions regarding the content of this narrative, please do not hesitate to contact our office at 714.450.1700. Sincerely, Jensen Hughes Gary Dominguez, PE, CFPS, Assoc. DBIA Manager | Senior Fire Protection Engineer gdominguez@jensenhughes.com June 17, 2024 Michael F. Harrah President Caribou Industries, Inc. 1103 North Broadway Santa Ana, CA 92701 Subject: 3rd & Broadway – Core and Shell and Residential Interiors Revision to Permit Project Name: 3rd & Broadway Promenade Project Address: 301 N Broadway Permit Numbers: Original permit numbers as follows: Dear Mike: Please see the enclosed Architectural Drawings, which have been modified in order to reflect the revisions to the above listed original permits. · Building cores shifted to accommodate better parking circulation and utilization of spaces per level. As a result: o The 16 story residential tower was reduced to 15 stories o The 8 levels with parking were revised to 6 levels of parking while maintaining the minimum total counts required per entitlements. o Total apartment unit counts have been maintained while locations of the various studio, 1-bedroom and 2- bedroom units reallocated to levels 7 through 15. · Subterranean parking and bike storage revised to accommodate relocated building cores of residential tower. · Outdoor terrace and community event space at level 5 relocated to levels 6 and 7. · Rooftop pool deck relocated to level 7 and associated equipment room to level 6. · Main lobby, leasing office area, mail and package room reconfigured at level 1. · Trash rooms relocated to west building core. · Amenity spaces reconfigured to level 6, 7 and 15. Please do not hesitate to contact me at (949) 260-8540 if you should have any questions. Sincerely, Sergio A. Rivas, RA, CCCA, LEED AP+BD&C Enclosure: Construction Documents, Consultant Revision Narratives cc: Gensler File To whom it may concern Dean Schoenberg June 17, 2024 Structural Revisions to Permit S21043.00 3rd & Broadway, Santa Ana CALIFORNIA The following memorandum is being provided to outline the structural revisions as part of the Revisions to Permit set dated June 17, 2024 and provide a comparison of primary building components and behaviors as compared to the previous building layout date d December 10, 2021. Design revisions are limited to the Residential Building. The following general building revisions have been incorporated into the latest design revisions: • Building height reduced by (1) level. • Approximately 20ft reduction in overall story height • Massing revised such that lower 6 levels contain only parking, and upper levels contain only residential and amenity spaces. • Concrete cores are shifted toward the center of the floor plate by approximately 30ft each. • Pool is relocated from Level 15 to Level 7. The reduced building height and modification in core wall arrangement results in a slightly lighter, but stiffer building. This results in a small net increase in base shear and overturning moments. Revised submitted calculation packages 1, 2, and 3A present the revised structural design for the gravity and lateral system of the Residential building, including: • Revised slab design • Revised column design • Revised core wall design • Revised coupling beam design • Revised diaphragm design • Revised mat foundation design • Redesign for miscellaneous elements including miscellaneous steel, guardrail, guiderail columns, façade attachments, etc. The following images compare the primary building geometry and performance between the Revision to Permit issuance and the Reissue for Permit set. Re: Structural Revisions to Permit Page 2 Figure 1: Comparison of Building Height. Re: Structural Revisions to Permit Page 3 Figure 2: Comparison of Typical Parking Level Plans Re: Structural Revisions to Permit Page 4 Figure 3: Comparison of Building Gross Square Footage (approximate) Re: Structural Revisions to Permit Page 5 Figure 4: Comparison of Use by Floor Level Figure 5: Comparison of Area of Amenity Spaces Re: Structural Revisions to Permit Page 6 The following images compare the seismic response of the revised building compared to the as-permitted condition. Figure 6: Comparison of Seismic Design Coefficients Re: Structural Revisions to Permit Page 7 Figure 7: Comparison of Wind and Seismic Building Story Shears Re: Structural Revisions to Permit Page 8 Figure 8: Comparison of Wind and Seismic Building Overturning Moments Re: Structural Revisions to Permit Page 9 Figure 9: Comparison of Building Modal Fundamental Periods Re: Structural Revisions to Permit Page 10 The following images overlay the as-permitted building story shears and overturning moments (grey linework) on the graphs of the proposed revisions to permit (red linework) demonstrating how the revisions affect the global performance of the structure. Figure 10: Comparison of Building Story Shears and Overturning Moments Rev 2 PERMIT SET S MOKE CONTROL RATIONAL ANALYSIS Gary Dominguez 2099 S. State College Blvd., Suite 540 Anaheim, CA 92806 gdominguez@jensenhughes.com +1 714.450.1700 PREPARED FOR Caribou Industries 1103 N. Broadway Santa Ana, CA 92660 Project #: 1GAD00076 Report #: 1 Date: 6/7/2024 ( Smoke Control Rational Analysis ) 1GAD00061 Page ii I June 7, 2024 I Rev 3 Table of Contents TRACK OF REPORT REVISIONS......................................................................................................................... IV 1.0 INTRODUCTION ............................................................................................................................................. 5 1.1 Project Description .................................................................................................................................. 5 1.2 Authority Having Jurisdiction ................................................................................................................... 5 1.3 Applicable Codes and Standards ............................................................................................................ 5 2.0 SMOKE CONTROL DESIGN CONCEPTS ..................................................................................................... 6 2.1 Passive Smoke Control ........................................................................................................................... 6 2.2 Active Smoke Control .............................................................................................................................. 7 2.2.1 Stair Pressurization ............................................................................................................................. 7 2.2.2 Parking Garage Smoke Control .......................................................................................................... 9 3.0 RATIONAL ANALYSIS .................................................................................................................................... 9 3.1 Stack Effect ........................................................................................................................................... 10 3.2 Temperature Effect of Fire .................................................................................................................... 10 3.3 Wind Effect ............................................................................................................................................ 10 3.4 Effect of HVAC Systems ....................................................................................................................... 11 3.5 Climate .................................................................................................................................................. 11 3.6 Duration of Operation ............................................................................................................................ 12 3.7 Summary ............................................................................................................................................... 12 4.0 DETAILED SMOKE CONTROL SYSTEM DESIGN REQUIREMENTS ....................................................... 12 4.1 Smoke Barrier Construction (Section 909.5) ......................................................................................... 12 4.2 Smoke Barrier Opening Protection (Section 909.5.3) ........................................................................... 13 4.3 Equipment (Section 909.10) .................................................................................................................. 14 4.3.1 Duration of Operation (Section 909.4.6)............................................................................................ 14 4.3.2 Ducts (Section 909.10.2) ................................................................................................................... 14 4.3.3 Equipment Inlets (Section 909.10.3) ................................................................................................. 14 4.3.4 Automatic Dampers (Section 909.10.4) ............................................................................................ 14 4.3.5 Fans (Section 909.10.5) .................................................................................................................... 14 4.3.6 Sequence of Operation ..................................................................................................................... 15 4.4 Power Systems (Section 909.11.1) ....................................................................................................... 15 4.5 Power Sources and Power Surges (Section 909.11.2) ......................................................................... 15 4.6 Detection and Control Systems (Section 909.12) ................................................................................. 15 4.6.1 General .............................................................................................................................................. 15 4.6.2 Wiring (Section 909.12.2) .................................................................................................................. 16 4.6.3 Activation (Section 909.12.3) ............................................................................................................ 16 4.6.4 Automatic Control (Section 909.12.4) ............................................................................................... 16 4.7 Marking and Identification (Section 909.14) .......................................................................................... 16 4.8 Control Diagrams (Section 909.15) ....................................................................................................... 16 4.9 Firefighter’s Smoke Control Panel (Section 909.16) ............................................................................. 16 4.9.1 Status Indicators (Section 909.16.1) ................................................................................................. 17 ( Smoke Control Rational Analysis ) 1GAD00061 Page iii I June 7, 2024 I Rev 3 4.9.2 Smoke Control Capability (Section 909.16.2) ................................................................................... 17 4.9.3 Control Actions and Priorities (Section 909.16.3) ............................................................................. 17 4.10 System Response Times (Section 909.17) ........................................................................................... 18 4.11 Controlled Relief Vents (Section 909.20.2.5) ........................................................................................ 18 5.0 ACCEPTANCE TESTING CRITERIA ........................................................................................................... 18 5.1 Detection Devices (Section 909.18.1) ................................................................................................... 19 5.2 Ducts (Section 909.18.2) ....................................................................................................................... 19 5.3 Dampers (Section 909.18.3) ................................................................................................................. 19 5.4 Inlets and Outlets (Section 909.18.4) .................................................................................................... 19 5.5 Fans (Section 909.18.5) ........................................................................................................................ 19 5.6 Smoke Barriers (Section 909.18.6) ....................................................................................................... 19 5.7 Controls (Section 909.18.7) ................................................................................................................... 19 5.8 Emergency Power (Section 909.4.6) .................................................................................................... 20 5.9 Special Inspections for Smoke Control (Section 909.18.8) ................................................................... 20 5.10 Reports (Section 909.18.8.3) ................................................................................................................ 20 5.11 Identification and Documentation (Section 909.18.9) ........................................................................... 21 5.12 Acceptance (Section 909.19) ................................................................................................................ 21 5.13 Fire Department Testing ........................................................................................................................ 21 6.0 CONCLUSION ............................................................................................................................................... 21 APPENDICES TABLE OF CONTENTS .................................................................................................................. 0 ( Smoke Control Rational Analysis ) 1GAD00061 Page iv I June 7, 2024 I Rev 3 Track of Report REVISIONS July 8, 2022 REVISION #1 The Smoke Control Rational Analysis (SCRA) report has been updated to address plan check comments received from OCFA on June 15, 2020. The changes made to the SCRA report are summarized as follows: 1. Section 1.1 has been updated to include building heights, fire service access elevator requirements and minimum secondary water supply requirements. 2. Appendix A has been updated to include an elevation view for both the residential tower and hotel tower. 3. Section 4.9 has been updated to reference the added Appendix G which provides the approved Fire Master Plan. The Fire Master Plan identifies the location of the fire command centers. August 29, 2022 REVISION #2 The Smoke Control Rational Analysis (SCRA) report has been updated to address plan check comments received from OCFA on July 8, 2020. The changes made to the SCRA report are summarized as follows: 1. Section 1.1 has been updated to state fire service access elevators complying with CBC Sections 403.6.1 and 3007 are to be provided for the project. The elevator design is understood to be a deferred submittal, whereas final compliance with CBC 403.6.1 and 3007 will be documented within the deferred elevator submittal. Also added to Section 1.1 were the minimum required FSAE lobby size and dimensions which are provided for the project. A reference to the applicable Architectural Sheets was also added. 2. Section 4.9 has been updated to include dimensions of the fire control room. 3. Appendix-F has been updated to omit “including manual pull stations”. Clarification was added under “Clarification / Definitions” stating “Activation of any fire alarm initiating device on a floor will close dampers and elevator lobby doors throughout the entire building.” June 6, 2024 REVISION #3 The Smoke Control Rational Analysis (SCRA) report has been updated based on the redesign of the residential building. No changes to the hotel building are included as part of Revision 3. ( Smoke Control Rational Analysis ) 1GAD00076 Page 5 of 29 I June 7, 2024 I Rev 3 1.0 Introduction This Smoke Control Rational Analysis (SCRA) has been prepared by Jensen Hughes for the 3rd & Broadway Project in Santa Ana, CA. The purpose of this report is to establish the minimum requirements for the design, installation and acceptance testing of the smoke control system that is intended to provide a tenable environment for occupant evacuation and relocation. The smoke control system prop osed for this project is not intended for the preservation of contents or for assistance in fire -suppression or overhaul activities, and the smoke control system described within this report will not be used as a substitute for sprinklers. This report provides the information and analyses for a rational analysis as required by Section 909 of the 2019 California Building Code (CBC). A detailed sequence of operation including the operations of the control system, the firefighters’ smoke control panel and the complete design for the smoke control system will be the responsibility of design-build project contractors. Since this report documents the minimum requirements for the design, installation and acceptance testing of the smoke control systems only, following the permitting and commissioning of the project it is the responsibility of any future design teams to determine if their proposed future changes will require modifications to this report. 1.1 PROJECT DESCRIPTION The 3rd & Broadway project will include a mixed use residential tower and a hotel tower located in Santa Ana , CA. The residential tower will be a 16-story high-rise building with 1-story below grade while the hotel tower will be a 10-story high-rise building with 1-story below grade. The residential tower highest occupied floor level is 183’-1” (roof height is 191’-2”) and the hotel tower highest occupied floor level is 112’-6” (roof height is 130’-11”). Since the highest occupied guestroom floor level wi ll be located greater than 75 feet above the lowest level of fire department vehicle access, the new hotel tower will be classified as a high -rise building. The residential tower is to be provided with a Fire Service Access Elevator (FSAE) that meets the requirements of CBC Section 403.6.1 and 3007. The elevator design is understood to be a deferred submittal, whereas final compliance with CBC 403.6.1 and 3007 will be documented within the deferred elevator submittal. The FSAE lobbies are a minimum size of 150 square feet and have a minimum dimension of not less than 8 feet (CBC 3007.6.5). See Architectural Sheets R1.A1.102 – R1.A1.116 for specific locations and dimensions of the FSAE lobbies. The residential tower is provided with a secondary water supply with a minimum capacity of 15,000 gallons (CBC Section 403.3.3). 1.2 AUTHORITY HAVING JURISDICTION The Authorities Having Jurisdictions (AHJs) for the project will be the Santa Ana Planning and Building Agency and the Orange County Fire Authority (OCFA). 1.3 APPLICABLE CODES AND STANDARDS The design shall comply with the 2019 California Building and Fire Codes (CBC & CFC). The following codes and standards are referenced throughout this design brief. + California Building Code (CBC), 2019 Edition + California Fire Code (CFC), 2019 Edition + California Mechanical Code (CMC), 2019 Edition + California Electrical Code (CEC), 2019 Edition + National Fire Protection Association (NFPA) 72, “Standard for National Fire Alarm Code”, 2016 Edition ( Smoke Control Rational Analysis ) 1GAD00076 Page 6 of 29 I June 7, 2024 I Rev 3 + National Fire Protection Association (NFPA) 80, “Standard for Fire Doors and Other Opening Protectives”, 2016 Edition + National Fire Protection Association (NFPA) 92, “Standard for Smoke Control Systems”, 2015 Edition + National Fire Protection Association (NFPA) 105, “Standard for Installation of Smoke Door Assemblies and Other Opening Protectives”, 2016 Edition All codes referenced are to the 2019 CBC, unless otherwise stated. 2.0 Smoke Control Design Concepts The intent of smoke-control is to limit the migration of hazardous amounts of smoke to the zone of fire origin, thereby providing a tenable environment for the evacuation or relocation of occupants outside of the zone of fire origin. The system will remain functional during firefighting operations. The smoke control system is not intended for the preservation of contents, the timely restoration of operations, or for assistance in fire suppression or overhaul activities. It is a well-established, code-supported principle of engineering that properly designed and installed automatic sprinklers will limit smoke production in the event of a fire. While automatic sprinklers respond directly to the source of the fire, the smoke control system must manage the smoke produced by the source. Smoke control is therefore intended to be a combination of containment and removal if necessary 1. The primary goal of the smoke control systems is to prevent the migration of smoke movement vertically beyond the zone of fire origin (i.e., smoke movement from floor to floor). The proposed smoke control design seeks to take advantage of this compartmentalization by implementing a smoke containment strategy. The overall smoke control strategy will utilize a combination of active and passive components to contain hazardous amounts of smoke to the zone of fire origin designed for compliance with Sections 403 .4.7, 909, and 1022.10. The smoke control system proposed for the Project will consist of the active and passive smoke control features described in detail in the following sections of this report. Refer to Appendix A for a graphical depiction of the smoke control zoning diagrams. 2.1 PASSIVE SMOKE CONTROL The passive portion of the smoke control system proposed for the Project will utilize smoke barrier construction as outlined in Section 909.5 and this report to create passive smoke control zones. A passive smoke barrier is a continuous membrane, either vertical or horizontal, such as a wall, floor or ceiling assembly that is d esigned and constructed to restrict the movement of smoke. Smoke barriers must comply with the construction requirements described in Section 4.1 of this report. The Project will be provided with the following passive smoke control zones. + Corridors + Guestrooms + Residential Rooms + Equipment rooms + Assembly rooms + HVAC and other shafts + Elevators along with their associated elevator lobbies and machine rooms 1 Drysdale, D. An Introduction to Fire Dynamics, 2nd Edition. John Wiley & Sons Ltd., Chichester: 1998. Page 397. ( Smoke Control Rational Analysis ) 1GAD00076 Page 7 of 29 I June 7, 2024 I Rev 3 + Linen chute and its associated linen rooms + Back-of-house spaces + Housekeeping rooms + Storage rooms + Lobbies + All areas other than stair, stair vestibules and garages. Smoke barriers will include the following building elements: + The horizontal floor-ceiling assemblies between each floor + The wall and floor-ceiling assemblies of the MEP rooms, guestrooms, elevator control room and fire command center + Elevator shafts with associated lobbies + Walls of HVAC shafts and/or termination rooms with associated smoke/fire dampers at each floor level + Walls of trash chute with its associated termination rooms + Walls of stair shafts + Walls and doors separating passive to active and passive to passive zones Smoke barrier construction must comply with the construction requirements described in Sections 4.1 and 4.2 of this report. Refer to Appendix A for a graphical depiction of the passive and active smoke control zones. 2.2 ACTIVE SMOKE CONTROL The following portions of the Project will be considered active smoke control zones based on the approved smoke control system design concepts: + Residential Stair #1 with associated entrance vestibules + Residential Stair #2 with associated entrance vestibules + Hotel Stair #1 with associated entrance vestibules + Hotel Stair #2 with associated entrance vestibules + Parking Garage Smoke Control 2.2.1 Stair Pressurization All exit enclosures in a high-rise building should be smoke-proof enclosures or pressurized stairways in accordance with Sections 403.5.4, 1022.10 and 909.20.2. Furthermore, Section 909.20.1 requires access to the exit enclosures by means of entrance vestibules, and Section 909.20.2.4 requires the minimum pressure differences within the vestibule with the doors closed to be 0.05 -inch water gage positive pressure relative to the fire floor and 0.05-inch water gage negative pressure relative to the exit enclosures. The intent of pressurizing these exit enclosures is to maintain tenable conditions within the exit enclosures and prevent or limit the migration of smoke to other portions of the building. Consequently, in accordance with Section 909.20.2, residential stairs 1 & 2 and hotel stairs 1 & 2 with their associated vestibules will be considered active smoke control zones and will be positively pressurized using the pressurization methodology described in Section 909.6. The stair pressurization systems will be designed to maintain a minimum positive pressure of 0.05-inch water column from both the stair shafts to the entrance vestibules, and from the entrance vestibules to the floors served by the entrance vestibules, as specified in ( Smoke Control Rational Analysis ) 1GAD00076 Page 8 of 29 I June 7, 2024 I Rev 3 Section 909.20.2.4. In addition, the stair pressurization systems will be designed such that the maximum door opening force of 15 pounds is not exceeded. Refer to Appendix E for door opening force calculations. To maintain the required pressure differential, residential stairs 1 & 2 and hotel stairs 1 & 2 with their associated entrance vestibules will be provided with fans capable of supplying the calculated air capacities specified in Table 1. In addition, air transfer grilles with a 90-minute rated dynamic fire damper and adjustable balance damper will be provided on each floor between the exit stairs and their associated entrance vestibules. The effective area of each air transfer grille will be a minimum of 1 square foot, with the following exceptions: + The transfer grilles serving Hotel Stair #1 on all levels will be provided with a minimum effective area of 0.25 square feet each. + The transfer grilles serving Hotel Stair #2 on Level 1 will be provided with a minimum effective area of 0.25 square feet each. Each adjustable balance damper should be set permanently in place by approved means after completion of AHJ’s testing. Refer to Appendix D for CONTAMW modeling stair pressurization calculations. Appendix D will be provided as part of a later revision of the Draft Smoke Control Ra tional Analysis. Table 1 - Required Supply Air Capacities for Stair Pressurization Building Component Levels Served Minimum Required Supply (CFM) 1 Residential Stair #1 with Vestibules Basement – Roof 18,500 Residential Stair #2 with Vestibules Basement – Roof 14,000 Hotel Stair #1 with Vestibules Level P1 – Level 10 12,870 Hotel Stair #2 with Vestibules Level P1 – Level 10 9,000 Note 1. The minimum calculated supply rates account for approximately 10 percent safety factor. Variable frequency drive fans should be provided to facilitate testing and commissioning. Stairway pressurization system should be independent of other building ventilation systems. Additionally, it is recommended to provide a supply inlet at approximately every third floor of each stairwell. In accordance with Section 909.20.4.2, a relief vent capable of discharge a minimum of 2,500 cubic feet per minute of air at the design pressure difference will be provided in the uppermost portion of all stairs. The equipment, control wiring, power wiring and ductwork serving the stair pressurization system should comply with Section 909.20.4.3.1. In order to facilitate smoke control system inspection and commissioning, heavy -duty power operated door closers need to be provided for the exit doors serving the following locations: + Residential Stair #1 – Level 1 door to the exterior + Residential Stair #1 – Roof level door from vestibule to exterior. + Residential Stair #2 – Roof level door from vestibule to exterior. + Hotel Stair #2 – Level 1 door from vestibule to exterior. The power operated door equipment is to facilitate smoke control system inspection and commissioning. The power operated door closers and openers will be listed and provided with emergency power. In accordance with Section 909.20.2.1, doors from the building into the entrance vestibules are self-closing. ( Smoke Control Rational Analysis ) 1GAD00076 Page 9 of 29 I June 7, 2024 I Rev 3 In accordance with 909.20.2.2, the door assemblies from the building into the vestibule should be 90 -minute rated fire door assemblies and at a minimum, the door assemblies from the entrance vestibules to the stairways should be 20-minute fire-protection rated smoke doors. The entrance vestibule doors should comply with the requirements for smoke door assemblies in accordance with Section 716.5.5 and should be installed in accordance with NFPA 105. Furthermore, in accordance with NFPA 105 Section 4.5.4.1, s moke door assemblies installed where pressurization is provided to restrict smoke movement should be provided with bottom seals. Residential stairs 1 & 2 and hotel stairs 1 & 2 are recommended to be provided with Vaneaxial stair pressurization fans. Propeller fans, which are more susceptible to wind effects than other types of fans, are not recommended. The supply air intake will be separated from other building exhaust outlets that might expel smoke during a fire. These outlets include, but are not limited to dryer, toilet, kitchen and similar type exhaust outlets. The separation should be maintained in such a manner that the potential for introducing smoke or flame into the building is minimized. A separation distance of at least 20 feet should be maintained. 2.2.2 Parking Garage Smoke Control The parking garage Levels P1/B1, 1, 2, 3, 4, 5 and 6 are to be designed as one passive smoke control zone with a smoke removal system which will be supplemental to the passive smoke control. The supplemental smoke removal system will be provided on P1 /B1. Levels 1, 2, 3, 4, 5 and 6 are designed as an open parking garage and are therefore naturally ventilated. 100% of the carbon monoxide (CO) ventilation system will be utilized to provide smoke removal. The smoke removal fans, and any associated dampers will be powered through the emergency generator, and will be automatically activated in the event of a fire originating within the passive parking garage smoke control zone. Status and control of the smoke removal fans and any associated dampers will be provided on the firefighter’s smoke control panel located in the fire command center located on Level 1. The smoke removal system fans will be provided with 1.5 times the number of belts required for the design duty, with the minimum number of belts being two. The smoke exhaust fans should have a minimum temperature rating of 250oF. Refer to mechanical system design drawings for details regarding the CO ventilation system. The mechanical parking garage on Level 1 of the hotel is to be designed as one passive smoke control zone with a smoke removal system which will be supplemental to the passive smoke control. The smoke removal system will be sized to exhaust the mechanical parking garage at a minimum rate of two air changes per hour in accordance with CBC 406.6.4.2 and 910.4.3. The smoke removal system will be designed in accordance with CBC 910.4 requirements. 3.0 Rational Analysis Section 909.4 requires that systems or methods of construction to be used for smoke control systems be based on a rational analysis in accordance with well-established principles of engineering. At a minimum, the analysis should address stack effect, temperature effects of fire, wind effect, HVAC system effects, and climatic effects. This section describes the considerations used in the rational analysis for this project’s passive and active smoke control systems. The rational analysis was performed using the airflow analysis computer model CONTAMW 2. CONTAMW is a multi-zone indoor air quality and ventilation analysis computer program developed by the National Institute of 2 CONTAMW Multizone Airflow and Contaminant Transport Analysis Software courtesy of the National Institute of Standards and Technology (NIST) www.fire.nist.gov ( Smoke Control Rational Analysis ) 1GAD00076 Page 10 of 29 I June 7, 2024 I Rev 3 Standards and Technology (NIST) and used to evaluate airflows, contaminant concentrations and personal exposure within buildings. The program incorporates necessary fluid mechanics equations to help solve varying physical and mechanical conditions in different portions of a building. This is accomplished by setting up flow networks depicting building elements and utilizing flow areas across physical barriers (i.e., walls, floors, ceiling, roofs, doors, etc.). 3.1 STACK EFFECT The system must be designed such that the maximum probable normal or reverse stack effects will not adversely interfere with the system’s capability. An evaluation of stack effect must consider altitude, elevation, weather history, and interior temperatures. Smoke movement from a fire can be dominated by stack effect. During normal stack effect, occurring when building interior temperatures are greater than exterior temperatures, there is frequently an upward movement of air below the neutral plane within stair enclosures and shafts (sometimes referred to the chimney effect). Conversely, during reverse stack effect (when it is hot outside and a building is air-conditioned), smoke above the neutral plane may flow downward via shafts and stair enclosures. Studies (Tamura and Wilson 1966, 1967)3 have shown that stack effect is significant for shafts but is negligible for floor-to-floor pressure differences. Stack effects related to altitude, elevation, weather, and interior temperature are inputs to the computer model CONTAMW. Refer to Appendix B for a graphical description of the CONTAMW modeling environment. Based on the modeling results provided by CONTAMW, it was determined that the stack effect would not be significant enough to adversely affect the performance of the proposed stair pressurization systems. According to CONTAMW, a maximum pressure difference due to stack effect of -0.043 inches of water column (in. H2O) from Stair #3 to the exterior can be expected during extreme winter conditions on Level 1. Similarly, a maximum pressure difference due to stack effect of +0.04 inches of water column (in. H2O) from Stair #3 to the exterior can be expected on Level 1 during extreme summer conditions. Refer to Appendix C for CONTAMW stack effect results. 3.2 TEMPERATURE EFFECT OF FIRE Buoyancy and expansion caused by the design fire must be analyzed. Tests conducted at the Plaza Hotel (Klote 1990) demonstrated that large unsprinklered fires present the greatest challenge because the hot and buoyant gases from an uncontrolled fire generate significant pressures4. Tests of sprinklered fires without smoke-control were performed and concluded that rapid extinguishment of fire by sprinklers provides smoke -control by limiting the production of smoke. It is of interest to note that no smoke was observed in the stairs o r on non-alarm zones in tests of sprinklered fires without a smoke-control system. This building will have a supervised, automatic sprinkler system throughout. Therefore, the temperature effects resultant from a sprinklered fire are assumed to be minimal. 3.3 WIND EFFECT Per Section 909.4.3, the design of the passive and active smoke control systems proposed for this project should consider the adverse effects of wind. Therefore, local wind data was obtained from the 2009 ASHRAE Handbook and accounted for in the design of the proposed passive and active smoke control systems. The 3 Klote J.H., and Milke, J.A., “Principles of Smoke Management” American Society of Heating, Refrigerating and Air -conditioning Engineers, Inc., 2002, page 71. 4 Klote J.H. “Fire Experiment of Zoned Stair pressurization at The Plaza Hotel in Washington D.C.” National Institute of Standards and Technologies (NIST), 1990. ( Smoke Control Rational Analysis ) 1GAD00076 Page 11 of 29 I June 7, 2024 I Rev 3 ASHRAE Handbook contains wind speed information from the Tustin Marine Corps Air Facility (MCAF) in the Orange County area. It is suggested in the NFPA 92 – 2015 edition Section A 4.4.1 that the 1% extreme wind speed be used for smoke control system design conditions. A maximum design wind speed of 17 miles per hour (mph) has been accounted for in the CONTAMW evaluation of the proposed smoke control systems, which is the 1% extreme wind speed expected for the areas surrounding the Tustin MCAF. Refer to Appendix D for CONTAMW rational analysis modeling results. The smoke control system modeling results included in Appendix D of this report accounted for the maximum expected wind speed of 20 miles per hour. As the modeling results documented in Appendix D of this report, the pressure differentials created by the stack effect and the wind will not adversely affect the performance of the passive and active smoke control systems proposed for this project. Appendix D will be provided as part of a later revision of the Draft Smoke Control Rational Analysis. 3.4 EFFECT OF HVAC SYSTEMS In accordance with Section 909.4.4, the potential effects of the HVAC system were considered. The HVAC system will be designed to operate and prevent the transport of smoke using smoke and fire dampers. Additionally, to prevent the spread of smoke due to HVAC system effects, the HVAC system serving an area or zone where a fire occurs will require automatically shut -off for the entire building in the event of an alarm on any floor or zone. Automatic shut-off will be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main supply/return air duct served by such equipment, or when the space supplied by the air-moving equipment is served by a total coverage smoke-detection system. The shut-off of the HVAC systems should be sequenced such that the HVAC system is shut-off on all floors in the building when any floor or zone is in alarm. This will prevent air movement on the floor or zone in alarm due to the HVAC system and will eliminate any adverse effects that the HVAC system could otherwise have on the performance of the proposed passive and active smoke control systems. In addition, any shaft dampers that are associated with the floor or zone of alarm will be supervised and monitor ed at the firefighters’ smoke control panel. The final sequence of operation for HVAC system shut down and damper operation will be developed by the mechanical engineer of record and should be reviewed by the Santa Ana Planning and Building Agency and the OCFA. Refer to the mechanical drawings for a detailed mechanical equipment sequence of operation for this project. Consequently, the effects of the HVAC system has not been included in the CONTAMW analysis performed for this project, since the HVAC systems serving the entire building will be shut off on any floor or zone in alarm and is not expected to adversely affect the performance of proposed passive and active smoke control systems. 3.5 CLIMATE Per Section 909.4.5, the design of the passive and active smoke control systems should consider the adverse effects of the climate. Therefore, local climate data for the Tustin MCAF provided by the 2009 ASHRAE Handbook was accounted for in the design of the passive and active smoke control systems proposed for this project. Climate encompasses temperature, humidity and precipitation, and as mentioned earlier in this report, temperatures have the greatest effect on smoke control within a building because of stack effect. It is suggested in the NFPA 92 – 2015 edition Section A 4.4.1 that 99.6% heating dry -bulb temperature and 0.4% cooling dry-bulb temperature be used as the winter and summer smoke control system design conditions, ( Smoke Control Rational Analysis ) 1GAD00076 Page 12 of 29 I June 7, 2024 I Rev 3 respectively. The temperature values in the areas surrounding Tustin MCAF are 93.5°F and 38.9°F, which were used as inputs to CONTAMW to predict climatic temperature effects. All of the factors necessary for a rational analysis as identified in the 20 19 CBC were considered and evaluated through the use of CONTAMW and other well-established principles of engineering. The CONTAMW results confirm that adequate pressure differences will be provided to prevent smoke migration beyond the alarm zone in winter or summer conditions, day or night. Refer to Appendix C for CONTAMW stack effect results and Appendix D for CONTAMW smoke-control system modeling results. 3.6 DURATION OF OPERATION In accordance with Section 909.4.6, all portions of active or engineered smoke control systems are to be capable of continued operation after detection of the fire event for a period of not less than either 20 minutes or 1.5 times the calculated egress time, whichever is greater. Consequently, the active smoke control systems proposed for this project are to be connected to an emergency power system (i.e., a generator) for a duration of 8 hours. 3.7 SUMMARY Based on the smoke control system design effects taken into consideration in Sections 3.1 through 3.6 of this report and the CONTAMW modeling results presented in Appendices C and D, it can be concluded that the requirements of Sections 403, 909 and 1022.10 will be met. The CONTAMW modeling results indicate that a pressure differential of 0.05-inch water column will be maintained across active smoke zone boundaries and exit stair doors will not experience opening forces in excess of 15 pounds (refer to Appendix E for door opening force calculations). In addition, the CONTAMW modeling results confirm that the combined impact of stack effect, the fire, wind, the HVAC system and the climate will not adversely impact the performance of the smoke control systems proposed for th is project. 4.0 Detailed Smoke Control System Design Requirements The components of the passive and active systems proposed for this project should comply with Sections 403, 909 and following sections of this report. 4.1 SMOKE BARRIER CONSTRUCTION (SECTION 909.5) Smoke barriers should comply with Section 709 and will be constructed in accordance with Section 909.5 and as follows: + Smoke barrier construction can use fire partitions, fire barriers and fire walls having at least one -hour fire- resistance rating, and will be sealed to limit leakage areas exclusive of protected openings. + All walls of smoke barrier construction will be continuous from the top of the floor assembly to the underside of the floor assembly above. + All openings and penetrations will be allowed to be protected in accordance with Sections 716 and 717 with applicable exceptions. + The maximum allowable leakage areas for smoke barriers will be the aggregate area calculated using the leakage area ratios listed in Table 2. Table 2 - 2019 CBC Prescribed Leakage Area Ratios for Construction Elements Construction Element Ratio = Value ( Smoke Control Rational Analysis ) 1GAD00076 Page 13 of 29 I June 7, 2024 I Rev 3 Walls A/Aw = 0.00100 Exit enclosures A/Aw = 0.00035 All other shafts A/Aw = 0.00150 Floors and roofs A/AF = 0.00050 A = Total leakage area (ft2), AF = Unit floor or roof area of barrier (ft2), AW = Unit wall area of barrier (ft2) Table 3 - CONTAM Model Leakage Area Ratios for Construction Elements Construction Element Tightness Leakage Area Ratio Exterior walls Average - Loose 0.00021 Interior walls Average - Loose 0.00017 Shafts Average 0.00084 Floors and roofs Average 0.000052 The prescribed leakage ratios listed in Table 2 allow for fairly porous smoke barrier construction. In an effort to more accurately portray modern building tightness, leakage areas of building components were obtained from the Principles of Smoke Management. The leakage areas utilized for the building components in the CONTAM model are listed in Table 3 (refer to Appendix D of this report for details). In light of the degree of uncertainty surrounding the general characterization of building construction, it is recommended that certain measures be taken to facilitate system balancing during the special inspection. These actions are the use of variable frequency drives with all smoke control system pressurization fans. 4.2 SMOKE BARRIER OPENING PROTECTION (SECTION 909.5.3) All openings in smoke barriers will be protected in accordance with Section 909.5.3. All smoke barrier doors will be self- or automatic-closing, tight-fitting smoke- and draft-control assemblies provided with a gasket installed to provide a seal where the door meets the stop on both sides and across the top. Door openings should be protected by fire door assemblies complying with Section 716.2.2.1. Furthermore, the door and frame will bear an approved label or other identification showing the rating thereof, followed by the letter “S”, the name of the manufacturer and the identification of the service conducting the inspection of materials and workmanship at the factory during fabrication and assembly. All duct and air transfer openings in smoke barrier walls will be protected in accordance with Section 717, and as follows: + Ductwork not serving the smoke control systems that penetrates smoke zone barriers or other rated walls will be provided with a smoke damper with a minimum Class II, 250°F rating listed and conforming to the requirements of approved recognized standards. Refer to the combination smoke/fire damper location requirements stated in Section 4.3.4 of this report. + Automatic dampers installed within the smoke control systems will be listed and conforming to the requirements of approved recognized standards. Refer to the combination smoke/fire damper location requirements stated in Section 4.3.4 of this report. + Fire dampers should be provided in accordance with Section 717.5. Fire dampers may be omitted at openings that must be maintained open for proper operation of the mechanical smoke control systems, provided that adequate or alternate protection has been provided. ( Smoke Control Rational Analysis ) 1GAD00076 Page 14 of 29 I June 7, 2024 I Rev 3 Fire/smoke dampers may be omitted if exceptions in Section 717.5 are applicable. However, the application of exceptions should be reviewed and approved by the Santa Ana Planning and Building Agency and OCFA. 4.3 EQUIPMENT (SECTION 909.10) Equipment such as, but not limited to, fans, ducts and balance dampers will be suitable for their intended use, suitable for the probable temperatures to which they may be exposed and approved by the building official. 4.3.1 Duration of Operation (Section 909.4.6) In accordance with Section 909.4.6, all portions of active or engineered smoke control systems are to be capable of continued operation after detection of the fire event for a period of not less than either 20 minutes or 1.5 times the calculated egress time, whichever is greater. Consequently, the active smoke control systems proposed for this project are to be connected to an emergency power system (i.e., a generator) for a duration of 8 hours. 4.3.2 Ducts (Section 909.10.2) In accordance with Section 909.10.2, duct materials and joints will be capable of withstanding the probable temperatures and pressures to which they are exposed as determined by Section 909.10.1. Duct leakage will be less than 5% of design flow when tested to 1.5 times maximum design pressure. All ducts will be constructed and installed in accordance with the 20 19 CMC and supported from fire-resistive rated structural elements of the building by substantial, noncombustible supports. 4.3.3 Equipment Inlets (Section 909.10.3) In accordance with Section 909.10.3, equipment will be located so as to not expose uninvolved portions of the building to an additional fire hazard. In addition, outside air inlets will be located in such a manner that the potential for introducing smoke or flame into the building is minimized (i.e., 20 feet recommended). 4.3.4 Automatic Dampers (Section 909.10.4) Automatic dampers installed within the smoke control systems are to be listed and conform to the requirements of approved recognized standards. In accordance with Section 717.5, smoke/fire dampers are to be provided at duct and air transfer openings of: + Fire barriers + Shaft enclosures (openings will not penetrate a shaft serving as an exit enclosure except as permitted by Section 1023.5) + Fire partitions + Corridors + Smoke barriers (Exception: Smoke dampers are not required where the openings in ducts are limited to a single smoke compartment and the ducts are constructed of steel.) Fire/smoke dampers may be omitted if exceptions in Section 717.5 are applicable. However, the application of exceptions should be reviewed and approved by the Santa Ana Planning and Building Agency and OCFA. Supervision of all dampers required for proper smoke control system operation is to be provided by limit or proximity switches as specified by Section 909.12. 4.3.5 Fans (Section 909.10.5) In accordance with Section 909.10.5, belt-driven fans will have 1.5 times the number of required belts for the design duty with the minimum number of belts being two (2) and fan motors will have a minimum service factor of 1.15. Calculations and manufacturer’s fan curves will be part of the documentation procedures. Fans will be ( Smoke Control Rational Analysis ) 1GAD00076 Page 15 of 29 I June 7, 2024 I Rev 3 supported and restrained by noncombustible devices and motors driving fans will not be operating beyond their nameplate horsepower as determined from measurement of actual current draw. Power will be monitored downstream of all stair pressurization fan dis connect switches. Operation of smoke control fans in smoke mode will be confirmed by positive indication with differential pressure transmitters as specified by Section 909.12. Variable frequency drive fans should be provided for all fans serving the stair pressurization and corridor smoke control to facilitate testing and commissioning. All shaft dampers are required to be monitored by the smoke control system. 4.3.6 Sequence of Operation Operation of the proposed smoke control systems will be activated by a UL listed UUKL panel. Refer to Appendix F for the smoke control sequence of operation. The sequence of operation matrix in Appendix F of this report is a performance smoke control sequences only. The Mechanical Engineer of Record should develop the mechanical equipment smoke control sequence of operation based on Jensen Hughes’ sequence of operation matrix included in Appendix F of this report. 4.4 POWER SYSTEMS (SECTION 909.11.1) In accordance with Section 909.11, the smoke control systems will be supplied by two sources of power - primary power (i.e., the normal building power systems) and secondary power (i.e., an approved standby source complying with the 2019 CEC). The secondary power source and its transfer switch will be located in a room separate from the normal power transformers and switchgear, having at least one-hour fire-resistive construction and ventilated directly to the exterior. Furthermore, distribution of power from the primary and secondary power sources will be routed independent of each other. Additionally, according to Section 403.4.8.1, if the standby power is a generator set inside a building, the system is to be located in a separate room enclosed with two-hour fire resistive fire barrier assemblies. Additionally, system supervision with manual start and transfer features is to be provided at the fire command center. 4.5 POWER SOURCES AND POWER SURGES (SECTION 909.11.2) Elements of the smoke control systems that rely on volatile memories or the like are to be supplied by an uninterruptible power source having sufficient duration to span 15 minutes of primary power interruption. Elements of the smoke control systems that m ay be susceptible to power surges are to be protected by conditions, suppressors or other approved means. 4.6 DETECTION AND CONTROL SYSTEMS (SECTION 909.12) Fire detection and control systems for the smoke control system will be supervised in accordance with the 2019 CBC and the following requirements. 4.6.1 General Fire detection systems providing control input and output signals to mechanical smoke control systems or elements are to comply with the requirements of Section 907 and are to be equipped with a control unit complying with UL 864 and listed as smoke control equipment. Furthermore, control systems for mechanical smoke control systems are to include provisions for verification. Verification is to include positive confirmation of actuation, testing of devices, manual override mechanisms, the presence of power downstream of disconnects and, through a preprogrammed weekly test sequence, abnormal conditions audibly, visually and by printed report. ( Smoke Control Rational Analysis ) 1GAD00076 Page 16 of 29 I June 7, 2024 I Rev 3 4.6.2 Wiring (Section 909.12.2) In accordance with Section 909.12.2, wiring is to meet the requirements of the 2019 CEC and is to be, regardless of voltage, fully enclosed within continuous raceways (i.e., metallic raceways). 4.6.3 Activation (Section 909.12.3) In accordance with Section 909.12.3, mechanical smoke control systems using the pressurization and exhaust methods will have complete automatic control. 4.6.4 Automatic Control (Section 909.12.4) Since the smoke control systems will have completely automatic control, the automatic -control sequence is to be initiated from an appropriately zoned automatic sprinkler system complying with Section 903.3.1.1, manual controls that are readily accessible to the fire department and any smoke detectors required by this report. A sequence of operations matrix for the smoke control systems is located in Appendix F. 4.7 MARKING AND IDENTIFICATION (SECTION 909.14) The detection and control systems will be clearly marked at all junctions, accesses and terminations. 4.8 CONTROL DIAGRAMS (SECTION 909.15) Control diagrams indicating devices that are serving the smoke control systems and identifying their location and function are to be maintained current and kept on file with the building official, the fire department, and in the fire command center in an approved format and manner by OCFA. 4.9 FIREFIGHTER’S SMOKE CONTROL PANEL (SECTION 909.16) The firefighters’ control panel is to be located in a fire command center described in Section 911 for fire department emergency use only and is to include manual control or override of automatic control for mechanical smoke control systems. The firefighters’ control panel is to be designed in accordance with Section 909.16 and as indicated in Section 4.10 of this report. See Appendix G for location of fire command center and Figure 1 identifying the dimensions of the fire command center. Figure 1: Fire Command Center Dimensions ( Smoke Control Rational Analysis ) 1GAD00076 Page 17 of 29 I June 7, 2024 I Rev 3 4.9.1 Status Indicators (Section 909.16.1) The firefighters’ smoke control panel is to be designed to graphically depict the building arrangement and smoke-control system zones served by the systems, and lamps and appropriate legends will indicate the status of each zone. In addition, the firefighters’ smoke control panel is to: + Graphically depict the building arrangement/layout and indicate the smoke control zones. + Graphically depict fans, ducts and dampers associated with the smoke control systems, including direction of airflow. + Not show positive indication until all required functions have occurred. + Submitted to OCFA for approval prior to installation. In accordance with Section 909.16.1, status indicators will be provided for all smoke control equipment by pilot lamp-type indicators as follows: + Fans, dampers and other operating equipment in normal mode – White + Fans, dampers and other operating equipment in off or closed mode – Red + Fans, dampers and other operating equipment in on or open mode – Green + Fans, dampers and other operating equipment in fault mode – Yellow/Amber “Lamp test” provision for testing of the pilot lamp indicators will be included on the firefighters’ smoke control panel. Light emitting diodes may be used in lieu of pilot lamps with prior approval from OCFA. 4.9.2 Smoke Control Capability (Section 909.16.2) In addition to the status indicators and in accordance with Section 909.16.2, the firefighters’ smoke control panel is to be provided with control capability over the complete smoke control system equipment within the building as follows: + ON-AUTO-OFF control over each individual piece of operating smoke control equipment that can also be controlled from other sources within the building (i.e., all smoke control fans). + OPEN-AUTO-CLOSE control over all individual dampers relating to smoke control and that are also controlled from other sources within the building. + ON-OFF control over all smoke control and other critical equipment associated with a fire or smoke emergency and that can only be controlled from the firefighters’ smoke control panel. However, it should be noted that with prior approval, the control and indicators may be combined to control and indicate all elements of a single smoke zone as a unit. Additionally, devices, switches, indicators and the like will bear plain English identifying legends. 4.9.3 Control Actions and Priorities (Section 909.16.3) The firefighter’s smoke control panel actions are required to be as follows: + ON-OFF, OPEN-CLOSE control actions will have the highest priority of any control point within the building. Once issued from the firefighters’ smoke control panel, no automatic or manual control from any other control point within the building is to contradict the control action. + Only the AUTO position of each three-position firefighters’ smoke control panel switch is to allow automatic or manual control action from other control points within the building. The AUTO position is to be the NORMAL, non-emergency building control position. When a firefighters’ smoke control panel is in the AUTO position, the actual status of the device (i.e., on, off, open, closed) is to continue to be indicated by the status indicator described above. ( Smoke Control Rational Analysis ) 1GAD00076 Page 18 of 29 I June 7, 2024 I Rev 3 4.10 SYSTEM RESPONSE TIMES (SECTION 909.17) In accordance with Section 909.17, mechanical smoke control system activation is to be initiated immediately after receipt of an appropriate automatic or manual activation command. Smoke control systems are to activate individual components in the sequence necessary to prevent physical damage to the fans, dampers, ducts, and other equipment. For the purpose of smoke control, the firefighter’s smoke control panel response time is to be the same for automatic or manual smoke control action initiated from any other building control point. The total response time, including that necessary for detection, shutdown of operating equipment and smoke control system startup, is to allow for full operational mode to be achieved before the conditions in the space exceed the design smoke condition. The 2015 edition of NFPA 92, Smoke Control Systems, contains recommendations for system response times based on the components present within the system. The following times should be used as the maximum response time for the specific component listed: + Initiation of smoke-control mode via automatic or manual activation – 10 seconds (2015 NFPA 92 6.4.5.3.1) + Fan operation at the desired state – 60 seconds (2015 NFPA 92 6.4.5.3.3 Item 1) + Completion of damper travel – 75 seconds (2015 NFPA 92 6.4.5.3.3 Item 2) + FSCP indication of the actual status of field device after operation – 15 seconds (2015 NFPA 92 Annex H.1 (4)(c)) Based on the required maximum response times for different components above, the total response time for the firefighter’s smoke control panel to provide the status of field devices after initiation of smoke -control mode via automatic or manual activation is approximately 100 seconds. It should be noted that this response time does not account for detection time. The response time of 100 seconds can be tested during commissioning based on manual or automatic activation of the smoke control system. The total response time listed above to allow for full operational mode on the firefighter’s smoke control panel should be discussed with OCFA for the Project. 4.11 CONTROLLED RELIEF VENTS (SECTION 909.20.2.5) A relief vent capable of discharge a minimum of 2,500 cubic feet per minute of air at the 0.10 -inch water column design pressure (0.05-inch water gage positive pressure relative to the fire floor and 0.05 -inch water gage pressure relative to the vestibule) differential will be provided in the upper portion of residential stairs 1 & 2 and hotel stairs 1 & 2 in accordance with Section 909.20.2.5. The relief vent will be fixed in place after completion of system testing and commissioning. 5.0 Acceptance Testing Criteria Acceptance testing of the smoke control systems is necessary to confirm proper activation and operation. While the use of a real fire provides the most realistic method of testing a smoke control system, this method is also the most dangerous and impractical. The use of chemical smoke (cold smoke), which has little or no buoyancy, should not be used in testing. Because chemical smoke tests do not simulate a realistic fire condition, the results of such tests do not determine the actual performance of the smoke control systems in real fire conditions. Furthermore, Section 909.18 does not specify or require testing of a smoke control system under real or simulated fire conditions. Therefore, acceptance testing of the project’s smoke control systems is to be without a fire. The acceptance tests without a fire will consist of: ( Smoke Control Rational Analysis ) 1GAD00076 Page 19 of 29 I June 7, 2024 I Rev 3 + Confirming and verifying that the smoke control system components will function and operate as intended by the system design. + Measuring and balancing airflows, and verifying that the sequence of operation, component functions and controls of the smoke control systems comply with the system design. + Accepted test and balance procedures, in accordance with Section 909.18, to verify that pressure differences, where required, are being achieved. + A visual inspection of the smoke control system components. + Testing of equipment for sequence of operations, as well as providing a balance report by which future tests can be compared. Method of testing and acceptance criteria will be reviewed with and approved by OCFA prior to testing. 5.1 DETECTION DEVICES (SECTION 909.18.1) Smoke or heat detectors that are a part of the smoke control systems are to be tested in accordance with Chapter 9 in their installed conditions. When applicable, this testing is to include verification of airflow in both minimum and maximum conditions. 5.2 DUCTS (SECTION 909.18.2) In accordance with Section 909.18.2, smoke control ductwork is to be visually inspected to verify no damage has occurred during installation. Smoke control system ductwork is to be leakage tested to 1.5 times its design pressure using the Leakage Test Manual published by the Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA). The test should conclude that the leakage does not exceed 5% of the design flow. 5.3 DAMPERS (SECTION 909.18.3) Smoke control system dampers are to be visually inspected in accordance with Section 909.18.3, to confirm proper installation, proper rating and listings. 5.4 INLETS AND OUTLETS (SECTION 909.18.4) As required by Section 909.18.4, inlets and outlets are to be read using generally accepted practices for to determine air quantities. A certified air balance company is to perform air balancing to verify airflow capacities required for the smoke control systems. 5.5 FANS (SECTION 909.18.5) In accordance with Section 909.18.5, fans are required to be visually examined for proper rotation. Measurement of voltage, amperage, revolutions per minute and belt tension will be performed and recorded. Additionally, a certified air balance company is to perform air balancing, to verify airflow capacities required to meet pressure differentials. 5.6 SMOKE BARRIERS (SECTION 909.18.6) According to Section 909.18.6, measurements using inclined manometers should be made of the pressure differences across smoke barriers for each active smoke control condition. Additionally, visual inspection will be used to evaluate smoke barriers for absence of obvious deficiencies. 5.7 CONTROLS (SECTION 909.18.7) The smoke control systems will be activated to test all appropriate system components as follows: ( Smoke Control Rational Analysis ) 1GAD00076 Page 20 of 29 I June 7, 2024 I Rev 3 + The systems will be activated through automatic means (i.e., water flow, smoke detector, etc.) to verify proper system operation. Fire alarm initiating devices used to automatically activate the smoke control systems should be discussed with and approved by OCFA. + The fire alarm panel will be checked to verify proper signal identification. + The firefighter’s smoke control panel will be checked to verify proper signal identification and status indication. + The applicable smoke control equipment will be checked to verify proper operation per the approved sequence of operation. + Pressure differentials will be measured between the following smoke zones to confirm that the minimum pressure differential of 0.05-inch water column is maintained and that the maximum door opening force of 15 pounds is not exceeded. Stairs to entrance vestibules on floor of alarm Entrance vestibules on floor of alarm to floor + Door opening forces will be measured at all exit doors serving active smoke zones to demonstrate that their forces will not exceed 15 pounds. + System supervision will be verified by disconnecting all relevant items with respect to the UUKL system components to confirm supervision at the firefighter’s smoke control panel. + The system will be activated manually through the use of the firefighter’s smoke control panel. + The panel will be checked to verify proper signal identification and status indication. + The applicable smoke control equipment will be checked to verify proper operation based on the approved fire alarm and mechanical equipment sequence of operation. + While the smoke control systems are in the automatic mode it will be confirmed through manipulation of the firefighter’s smoke control panel controls that the panel can override all other signals and functions. 5.8 EMERGENCY POWER (SECTION 909.4.6) A test will be conducted simulating the loss of the primary power to the smoke control systems. It will be confirmed that the systems can run under full emergency power for a minimum of 20 minutes as required by Section 909.4.6. 5.9 SPECIAL INSPECTIONS FOR SMOKE CONTROL (SECTION 909.18.8) In accordance with Section 909.18.8, smoke control systems are to be tested by a special inspector for compliance with the approved design. Special inspections are to be conducted prior to occupancy and after sufficient completion for the purposes of pressure differential testing, flow measurements, and detection and control verification per Section 909.18.8.1. As required by Section 909.18.8.2, special inspection agencies for smoke control should have expertise in fire protection engineering, mechanical engineering and certification as air balancers. 5.10 REPORTS (SECTION 909.18.8.3) In accordance with Section 909.18.8.3, the required special inspector is to prepare a complete smoke control report of testing. The report is to include identification of all devices by manufacturer nameplate data, design values, measured values and identification tag or mark. The responsible registered design professional (i.e., the mechanical engineer of record, fire protection engineer, fire alarm designer, electrical engineer, and inspection team) is to review the report, and when satisfied that the des ign intent has been achieved, the responsible registered design professional is to seal, sign and date the report. ( Smoke Control Rational Analysis ) 1GAD00076 Page 21 of 29 I June 7, 2024 I Rev 3 A copy of the final report is to be filed with the building official and an identical copy is to be maintained in an approved location at the building. 5.11 IDENTIFICATION AND DOCUMENTATION (SECTION 909.18.9) In accordance with Section 909.18.9, charts, drawings and other documents identifying and locating each component of the smoke control systems, and describing their proper function and maintenance requirements will be maintained on file at the building with the report described in Section 5.10 of this report. All devices will have an approved identifying tag or mark on them consistent with the other required documentation and will be dated indicating the last time they were successfully tested and by whom. 5.12 ACCEPTANCE (SECTION 909.19) In accordance with Section 909.19, a certificate of occupancy will not be issued until the building official determines that the provisions of Section 909 have been fully complied with Santa Ana Planning and Building Agency and OCFA have received satisfactory instruction on the operation, both automatically and manually, of the smoke control systems. 5.13 FIRE DEPARTMENT TESTING Once the smoke control system is fully tested and acceptable to the Special Inspector, a testing date should be scheduled with the OCFA that they may witness a test of the system for final approval. 6.0 Conclusion This Smoke Control Rational Analysis report details the smoke control design concept proposed for the Project. This report describes the design methodology, equipment, sequence of operation, and testing and acceptance criteria applicable for the smoke control systems proposed for this project. The results of the smoke control system rational analysis described herein demonstrate that the proposed smoke control systems will provide occupants with a safe and tenable means of egress system in the event of a fire emergency. Consequently, based on the engineering analysis documented herein, the smoke control systems proposed for the Project will meet the goals of the 2019 CBC, provided the systems are designed, installed and acceptance tested in accordance with this report and the applicable requireme nts of the codes and standards. Prepared by: Reviewed by: SIGNATURE SIGNATURE Hunter Gildart Gary Dominguez, PE, CFPS PRINTED NAME PRINTED NAME Associate Manager | Senior Fire Protection Engineer TITLE TITLE June 7, 2024 June 7, 2024 DATE DATE ( Smoke Control Rational Analysis ) 1GAD00076 Page 21 of 29 I August 29, 2022 I Rev 2 Appendices Table of Contents SMOKE CONTROL ZONE DIAGRAMS ....................................................................................... A-1 CONTAMW MODELING ENVIRONMENT ................................................................................... B-1 CONTAMW MODELING STACK EFFECT ANALYSIS .............................................................. C-1 CONTAMW MODELING SMOKE CONTROL ANALYSIS RESULTS ........................................ D-1 DOOR OPENING FORCE CALCULATIONS ............................................................................... E-2 SMOKE CONTROL PERFORMANCE SEQUENCE OF OPERATIONS ..................................... F-1 FIRE MASTER PLAN .................................................................................................................. G-2 ( Smoke Control Rational Analysis ) 1GAD00076 Page A-1 of 29 I June 7, 2024 I Rev 3 Smoke Control Zone Diagrams UP H01H02H03H04H05 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.116 14' - 0" 23' - 0"22' - 3"30' - 9"32' - 0" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 29 ' - 4 " 15 ' - 9 1 / 2 " H06 HE ________________01 H1.A4.113 28' - 2" R 4' - 6" R 4' - 6" HB HOTEL STORAGE RP01H02 TRANS. VAULT RP01A02 ELECT. ROOM RP01A01 EMERGENCY / STANBY POWER RP01A02 01 H1.A3.100 ________________ RP01B07 RP 0 1 B 0 6 B RP01H02 RP01A02 RP01A08 RP01A01 RP 0 1 C 0 6 01 H1.A3.102 ________________ MEP RP01B06 EGRESS STAIR #01 RP01B07 ELEVATOR #1 RP01A07 ELEVATOR #2 RP01A06 VESTIBULE RP01B06 SERVICE ELEVATOR RP01C06 ELEV/FIRE SERVICE LOBBY RP01C06 EGRESS STAIR #02 / TRANSFER RP01H06 VESTIBULE RP01H05 FAN ROOM H01A08 BOOSTER PUMP ROOM RP01H01 RP01H01STANDARD HP01-21 STANDARD HP01-20ADA RP01-65 EVR RP01-62EVR RP01-61 STANDARD RP01-60 STANDARD RP01-51 EVR RP01-52 EVR RP01-53 STANDARD RP01-39 STANDARD RP01-40 ADA RP01-63 VAN ADA HP01-22 ADA RP01-64 ADA HP01-23 STANDARD HP01-40 STANDARD HP01-38 COMPACT HP01-37 COMPACT HP01-39 COMPACT HP01-36 STANDARD HP01-35 STANDARD HP01-33 STANDARD HP01-31 STANDARD HP01-29 STANDARD HP01-27 STANDARD HP01-25 COMPACT HP01-26 COMPACT HP01-28 COMPACT HP01-30 COMPACT HP01-32 COMPACT HP01-34 STANDARD RP01-36 STANDARD RP01-37 VAN ADA RP01-66 02 RP01H05 RP01H06 COMPACT HP01-41 STANDARD HP01-42 STANDARD RP01-38 ADA HP01-24 STANDARD HP01-19 GREASE INTERCEPTOR RP01A08 RP01A03 RP01B06 RP01B06 23 2424 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:18:25 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.100 CONSTRUCTION PLAN - LEVEL P 01 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL P 0101 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents 02 EXHAUST FAN ON E-POWER 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. PARKING SCHEDULE HOTEL ONLY PARKING STALL TYPE COUNT LEVEL 01 ADA 1 PARALLEL PARKING STALL 1 TRIPLE STALLS 45 47 LEVEL P01 ADA 2 COMPACT 18 STANDARD 21 VAN ADA 1 42 Grand total 89 SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 UP UP H01H02H03H04H05 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.102 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________01 H1.A3.101 ________________ 01 H1.A3.103 ________________01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.100 ________________01 H1.A4.102 ________________02 H1.A4.116 ________________02 H1.A4.113 14' - 0" 23' - 0"22' - 3"30' - 9"32' - 0" 11 9 ' - 7 " 15 ' - 9 1 / 2 " 29 ' - 4 " 29 ' - 4 " 45 ' - 1 1 / 2 " H06 HE R 4' - 6" R 4' - 6" R 4' - 6" R 4' - 6" 15 ' - 9 1 / 2 " HB 01 H1.A3.100 ________________ 01 H1.A3.100 ________________ H01H05A H01B07 H0 1 C 0 6 B CIRCULATION H01E06 GENERATOR H01A01 MEP H01B06 VESTIBULE H01B06 ELEV/ SERVICE LOBBY H01C06 EGRESS STAIR #01 H01B07 ELEVATOR #1 H01A07 ELEVATOR #2 H01A06 SERVICE ELEVATOR H01C07 EGRESS STAIR #02 / TRANSFER H01H06 VESTIBULE H01H05 CAFE / INDOOR AREA H01F07 VESTIBULE H01F08 LOBBY / FRONT DESK H01B07 LOBBY H01A06 CI R C U L A T I O N H0 1 B 0 5 TRASH H01A05 H01A06 H01A11 B6A2 C2 A 1 EL. 6" B6A2 B6 A 2 EL. 6" EL. 6" EL. 6" PARKING AREA H03D01 H01H02A H01H02B H01B05 H01A10 A4H0 1 E 0 6 01 H1.A3.102 ________________ 01 H1.A3.102 ________________ FCC ROOM H01B05 EL. 6" B6A2 DELIVERY H01D05 H01B06A H01B08 H0 1 H 0 5 C 18' - 0" 9' - 0 " H01F07 H0 1 H 0 5 B ADA H01. 01 TRIPLE STALLS H01. 01 -02 -03 TRIPLE STALLS H01. 04 -05 -06 TRIPLE STALLS H01. 13 -14 -15 TRIPLE STALLS H01. 16 -17 -18 TRIPLE STALLS H01. 19 -20 -21 TRIPLE STALLS H01. 22 -23 -24 TRIPLE STALLS H01. 25 -26 -27 TRIPLE STALLS H01. 31 -32 -33 TRIPLE STALLS H01. 34 -35 -36 TRIPLE STALLS H01. 37 -38 -39 TRIPLE STALLS H01. 40 -41 -42 TRIPLE STALLS H01. 43 -44 -45 TRIPLE STALLS H01. 07 -08 -09 TRIPLE STALLS H01. 10 -11 -12 H01A01A FAN ROOM H01A05 UTILITY YARD H01A02 04 04 OFFICE H01A03 EL. 4" EL. 6" H01B05 H01A05A H01D05 7' - 0" MEN RESTROOM H01F13 STORAGE H01F10 A4 07 1/ 4 " / 1 ' - 0 " EL. 6" EL. 6" 12 WOMEN RESTROOM H01F12 ________________01 H1.A4.104 B6 A 2 A4 H01A03 CI R C U L A T I O N H0 1 F 1 1 H0 1 E 0 6 H01F10 1818 19 17 EXISTING COLINDANT BUILDING 16 15 15 14 14 16 20 H01A02 H01F13 H01F12 H0 1 H 0 2 C A4 A4 A4 A4 A4 A4 H0 1 H 0 2 D TRIPLE STALLS H01. 28 -29 -30 02 1/ 4 " / 1 ' - 0 " 3/8" / 1'-0"3/8" / 1'-0" H01A0512 23 2424 PARALLEL PARKING STALL H01. 02 26 ' - 0 " 9' - 0"2' - 6" 3' - 7 " H1.A6.103 9 H1.A6.103 9 SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:18:46 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.101 CONSTRUCTION PLAN - LEVEL 01 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0101 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents 02 EXHAUST FAN ON E-POWER 04 MESH PANEL - REFER TO FACADE 07 DRAINS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 14 ROLL UP SECURITY SCREEN 15 TRAFFIC COATING - WP-4 - 07 18 00. TYPICAL ALL PARKING AREAS 16 AUTOMATIC DOOR OPERATOR 17 EXTERIOR WATERPROOFING ON VERTICAL WALLS - PER SCHEDULE 18 HOTEL GUEST ELEVATORS 19 MAIN HOTEL ENTRY 20 UTILITY AREA REFER TO LANSCAPE ARCHITECT DRAWINGS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. PARKING SCHEDULE HOTEL ONLY PARKING STALL TYPE COUNT LEVEL 01 ADA 1 PARALLEL PARKING STALL 1 TRIPLE STALLS 45 47 LEVEL P01 ADA 2 COMPACT 18 STANDARD 21 VAN ADA 1 42 Grand total 89 SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 UP H01H02H03H04H05 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.102 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________01 H1.A3.101 ________________ 01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE 23' - 0"22' - 3"30' - 9"32' - 0" ________________03 H1.A4.116 ________________03 H1.A4.113 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 29 ' - 4 " 15 ' - 9 1 / 2 " H06 HE HB R 4' - 6" R 4' - 6"R 4' - 6" 01 H1.A3.100 ________________ 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" H02B06B H0 2 C 0 6 B A4 A4 A4 MEETING ROOM #2 H02F06 MEP H02B06 VESTIBULE H02B06 ELEV/ SERVICE LOBBY H02C06 EGRESS STAIR #02 H02G05 VESTIBULE H02H05 EGRESS STAIR #01 H02B06 ELEVATOR #1 H02A07 ELEVATOR #2 H02A07 SERVICE ELEVATOR H02C06 EGRESS STAIR #02 / TRANSFER H02H06 BOH H02E03 MEETING ROOM #1 H02E06 A4 A4 A4 A4 OPEN TO BELOW EL. 20' - 6"EL. 20' - 6" 01 H1.A3.102 ________________ 01 H1.A3.102 ________________ 01 KITCHEN H02A03 A4 PRE-FUNCTION H02E05 H0 2 F 0 6 C H0 2 E 0 6 A H0 2 E 0 3 CIRCULATION H02B05 H0 2 F 0 6 B H0 2 E 0 6 B H0 2 G 0 4 A4 H0 2 D 0 6 MEN RESTROOM H02G04 H0 2 B 0 5 H02B05 H02B05 CIRCULATION H02D06 B4 A 2 A6_A4 A4 05 WOMEN RESTROOM H02G04 EL. 20' - 6" H0 2 G 0 4 CIRCULATION H02G06 H02B06A H02B06 ________________03 H1.A4.104 12 12 1/ 1 6 " / 1 ' - 0 " 1/ 1 6 " / 1 ' - 0 " 7/16" / 1'-0"7/16" / 1'-0" 07 13 13 13 OPEN TO BELOW H0 2 H 0 7 CIRCULATION H02A05 H0 2 A 1 7 A H0 2 A 1 8 H02A18 H0 2 A 1 6 JC H02A16 MEN STAFF H02A14 WOMEN STAFF H02A15 VESTIBULE H02A17 ________________02 H1.A4.104 3/16" / 1'-0"3/16" / 1'-0" 1/ 8 " / 1 ' - 0 " 1/ 8 " / 1 ' - 0 " 1/ 8 " / 1 ' - 0 " 3/16" / 1'-0"3/16" / 1'-0" 1/ 8 " / 1 ' - 0 " 3/16" / 1'-0" 07 07 07 H02A03 1/4" / 1'-0"1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 07 1/ 4 " / 1 ' - 0 " VESTIBULE H02A18 OFFICE H02E04 H0 2 E 0 5 B4 A 2 B4A2 H02E07 A4 MEP H02E07 A4 1/ 8 " / 1 ' - 0 " 1/ 8 " / 1 ' - 0 " 1/4" / 1'-0" H0 2 H 0 5 A 23 2424 VESTIBULE H02H07 H02G08 H02B06 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:19:00 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.102 CONSTRUCTION PLAN - LEVEL 02 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0201 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents 01 TRANSITION STAIR PRESURIZATION DUCT 05 DOOR TYPE ACCORDING TO INTERIOR DESIGN 07 DRAINS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 13 PARAPET ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 H01H02H03H04H05 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.102 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.107 ________________01 H1.A4.105 ________________04 H1.A4.116 ________________03 H1.A4.113 23' - 0"22' - 3"30' - 9"32' - 0" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 29 ' - 4 " 108' - 0" H06 HE 15 ' - 9 1 / 2 " HB 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" H03H05A H03B06A H0 3 H 0 5 B H0 3 B 0 7 H03A07 JUNIOR KING SUITE ROOM H03G04 KING ROOM H03G06 SUPERIOR KING ROOM H03H06 KING ROOM H03F06 KING ROOM H03F04 DOUBLE QUEEN ROOM H03D04 DOUBLE QUEEN ROOM H03C04 SUPERIOR KING ROOM H03A04 KING ROOM H03E06 CIRCULATION H03D05 HOUSEKEEPING / MISC H03D06 MEP H03B06 VESTIBULE H03B06 ELEV/ SERVICE LOBBY H03C06 MECH H03D07 PUBLIC OUTDOOR AREA H03A07 OUTDOOR AREA H03E07 EGRESS STAIR #02 H03G05 EGRESS STAIR #01 H03C06 ELEVATOR #1 H03A07 ELEVATOR #2 H03A06 SERVICE ELEVATOR H03C07 H0 3 C 0 6 A VESTIBULE H03H05 H03E10A B61 H03G06A H03H06A H03E06A H03F06A H03G04A H03D04A H03F04A H03A04A H03B04A B61 B61 B61 B61 B61 C4A1 C4A1 C4A1 C2A1 C2A1 C2A1 C2A1 C2A1 C2A1 B61C4A1 B61 B61 C2A1 C2A1 C2A1 C2A1 C4A1 B61 C2A1 C2A1 B61 B61 C4A1 B61 C4A1 C2A1 C2A1 B61 B61 C4A1 C4A1 H03D04A H03C04A DOUBLE QUEEN ROOM H03B04 DOUBLE QUEEN ROOM H03D04 TBD (SUPPORT FOR SPA) H03E10 EL. 32' - 0" ________________01 H1.A4.108 OUTDOOR AREA H03D068 H03B06B H03B06 C4A1 EL. 32' - 0" 01 H1.A3.102 ________________ H03H06B H03G06B H03F06B H03E06B H03G04B H03F04B H03E04B H03D04B H03C04B H03A04B H03B04B EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" EL. 32' - 0" 1/4" / 1'-0"3/16" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0"3/16" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0"3/16" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0"3/16" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " H0 3 E 1 0 H0 3 D 0 7 EQ EQ EQ E Q MECH - STORAGE H03B07 D2A D2A D2A D2A D2A D2A D2A D2A D2 A D2 A D2A D2A D2A D2A D2A D2AD2A D2A D2A D2A D2A D2A D2AD2A D2A D2A D2A D2A D2A D2A D2AD2A D2A D2AD2A D2 A H03D06 H03E10B 06 07 07 07 07 07 07 07 07 07 07 07 07 08 08 08 08 08 08 08 08 08 08 09 09 09 09 09 09 09 09 09 09 12 C6 A 1 C6 A 1 C2 A 1 C4 A 1 C4 A 1 C6 A 1 C4A1 C2 A 1 C6 A 1 C4A1 C6 A 1 B6 A 2 C6 A 1 C4 A 1 C6 A 1 C2 A 1 C6 A 1 C4 A 1 C6 A 1 C4 A 1 C4A1 B4A2 ________________04 H1.A4.10407 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 3/16" / 1'-0"3/16" / 1'-0" 1/ 8 " / 1 ' - 0 " 1/4" / 1'-0"1/4" / 1'-0" 1/ 8 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"3/16" / 1'-0" 1/ 4 " / 1 ' - 0 " 07 C4A1 23 2424 C2 A 1 C2A1 C2 A 1 C4 A 1 SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:19:20 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.103 CONSTRUCTION PLAN - LEVEL 03 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0301 06 PLUMBING EXPRESS RISERS ACCORDING TO MEP PLANS 07 DRAINS ACCORDING TO MEP PLANS 08 PLANTERS LOCATION ACCORDING TO LANDSCAPE PLANS 09 HANDRAIL ACCORDING TO DETAILS 12 LOUVERS ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. GUESTROOM SCHEDULE NAME COUNT LEVEL 03 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 4 SUPERIOR KING ROOM 2 LEVEL 04 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 05 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 06 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 07 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 08 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 2 SUPERIOR SUITE ROOM 1 LEVEL 09 DELUXE KING ROOM 2 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUITE ROOM 1 SUPERIOR KING ROOM 2 Grand total: 75 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 H02H03H04 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.102 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.107 ________________01 H1.A4.105 ________________01 H1.A4.109 ________________04 H1.A4.116 ________________03 H1.A4.113 22' - 3"30' - 9" 53' - 0" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 45 ' - 1 1 / 2 " HE HB 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" JUNIOR KING SUITE ROOM H04G04 KING ROOM H04G06 SUPERIOR KING ROOM H04H06 KING ROOM H04F06 KING ROOM H04F04 DOUBLE QUEEN ROOM H04E04 DOUBLE QUEEN ROOM H04C04 DOUBLE QUEEN ROOM H04B04 ADA KING ROOM H04A04 SUPERIOR SUITE ROOM H04E06 DOUBLE QUEEN ROOM H04D04 HOUSEKEEPING / MISC H04D06 MEP H04B06 VESTIBULE H04B06 ELEV/ SERVICE LOBBY H04C06 MECH H04C07 SERVICE ELEVATOR H04C07 EGRESS STAIR #01 H04B07 ELEVATOR #1 H04A07 ELEVATOR #2 H04A06 EGRESS STAIR #02 H04G05 STORAGE ROOM H04A07 H04H05A H04B06A H0 4 H 0 5 B H04G06 H04H06 H04E06 H04F06 H04C04 H04D04 H0 4 C 0 7 H04G04 H04E04 H04F04 H04A04 H04B04 H04A07 H0 4 C 0 6 B B61 B61 B61 B61 B61 B61 B61 B61 B61 C4A1 C4A1 C2A1 C2A1 C2A1 C4A1 C4A1 C2A1 C2A1 C2A1 B61C4A1 B61 B61 C2A1 C2A1 C2A1 C2A1 C4A1 B4A2 C4A1 C2A1 C2A1 B61 B61 C4A1 B61 C4A1 C2A1 C2A1 B61B61 C4A1 C4A1 VESTIBULE H04H05 EL. 43' - 6" 01 H1.A3.102 ________________ EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" EL. 43' - 6" D2AD2AD2A D2 A D2 A D2A D2A D2AD2A D2A D2AD2A D2A D2A D2 A D2A D2A D2A D2A D2A D2A D2A D2AD2A D2A D2A D2A D2A D2A D2A D2A D2A D2AD2A H04D06B4 A 2 C2A106 C6 A 1 C2 A 1 C6 A 1 C6 A 1 C2 A 1 C6 A 1 C4 A 1 C4 A 1 C6 A 1 C4 A 1 C6 A 1 C2 A 1 C6 A 1 C4 A 1 D2A C6 A 1 C6 A 1 B4A2 C4A1 C2 A 1 C4 A 1 12 23 2424 C2A1 C2 A 1 SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:19:37 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.104 CONSTRUCTION PLAN - LEVEL 04 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0401 06 PLUMBING EXPRESS RISERS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. GUESTROOM SCHEDULE NAME COUNT LEVEL 03 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 4 SUPERIOR KING ROOM 2 LEVEL 04 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 05 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 06 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 07 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 08 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 2 SUPERIOR SUITE ROOM 1 LEVEL 09 DELUXE KING ROOM 2 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUITE ROOM 1 SUPERIOR KING ROOM 2 Grand total: 75 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 H02H03H04 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.102 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.107 ________________01 H1.A4.105 ________________02 H1.A4.109 ________________04 H1.A4.116 ________________03 H1.A4.113 22' - 3"30' - 9" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 45 ' - 1 1 / 2 " 53' - 0" HE HB 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" H05B06A H0 5 H 0 5 B H0 5 C 0 7 H05A07 JUNIOR KING SUITE ROOM H05G04 KING ROOM H05G06 KING ROOM H05F06 KING ROOM H05F04 DOUBLE QUEEN ROOM H05E05 DOUBLE QUEEN ROOM H05C04 DOUBLE QUEEN ROOM H05B04 ADA KING ROOM H05A04 SUPERIOR SUITE ROOM H05E06 DOUBLE QUEEN ROOM H05E04 HOUSEKEEPING / MISC H05D06 MEP H05A06 VESTIBULE H05B06 ELEV/ SERVICE LOBBY H05C06 MECH H05C07 SERVICE ELEVATOR H05C08 EGRESS STAIR #01 H05B10 ELEVATOR #1 H05A07 ELEVATOR #2 H05A06 EGRESS STAIR #02 H05G05 GUEST TERRACE H05A07 H0 5 C 0 6 B VESTIBULE H05H05 EL. 55' - 0" H05B06C H05A06 01 H1.A3.102 ________________ EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" EL. 55' - 0"EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" EL. 55' - 0" B61 B61 B61 B61 B61 B61 B61 B61 B61 C4A1 C4A1 C2A1 C2A1 C2A1 C4A1 C4A1 C2A1 C2A1 C2A1 B61C4A1 B61 B61 C2A1 C2A1 C2A1 C2A1 C4A1 B4A2 C4A1 C2A1 C2A1 B61 B61 C4A1 B61 C4A1 C2A1 C2A1 B61B61 C4A1 C4A1 D2AD2AD2A D2 A D2 A D2A D2A D2AD2A D2A D2AD2A D2A D2A D2 A D2A D2A D2A D2A D2A D2A D2A D2AD2A D2A D2A D2A D2A D2A D2A D2A D2A D2AD2A H05H05A H05B06A H0 5 H 0 5 B H05G06 H05H06 H05E06 H05F06 H05C04 H05E04 H0 5 C 0 7 H05G04 H05E05 H05F04 H05A04 H05B04 H0 5 C 0 6 B SUPERIOR KING ROOM H05H06 B4 A 2 C2A1 H05D06 CIRCULATION H05D05 C6 A 1 C2 A 1 C6 A 1 C6 A 1 C2 A 1 C6 A 1 C6 A 1 C6 A 1 C4 A 1 C6 A 1 C2 A 1 C6 A 1 C4 A 1 D2A C6 A 1 B4A2 06 04 H1.A4.107 ________________ C4A1 C2 A 1 C4 A 1 12 23 2424 C2 A 1 C2A1C4 A 1 05 H1.A4.107 ________________ SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:19:54 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.105 CONSTRUCTION PLAN - LEVEL 05 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0501 06 PLUMBING EXPRESS RISERS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. GUESTROOM SCHEDULE NAME COUNT LEVEL 03 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 4 SUPERIOR KING ROOM 2 LEVEL 04 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 05 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 06 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 07 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 08 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 2 SUPERIOR SUITE ROOM 1 LEVEL 09 DELUXE KING ROOM 2 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUITE ROOM 1 SUPERIOR KING ROOM 2 Grand total: 75 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 H02H03H04 HF HD HC HA H1.A2.101 01 H1.A2.102 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________ FO R R E F E R E N C E ON L Y PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.107 ________________01 H1.A4.105 ________________03 H1.A4.109 ________________04 H1.A4.116 ________________03 H1.A4.113 22' - 3"30' - 9" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 29 ' - 4 " 15 ' - 9 1 / 2 " 53' - 0" HE HB 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" H06H05B H06B06A H0 6 H 0 5 A H06G06 H06H06 H06E06 H06F06 H06C04 H06D04 H06G04 H06E04 H06F04 H06A04 H06B04 H06A07 JUNIOR KING SUITE ROOM H06G04 KING ROOM H06G06 SUPERIOR KING ROOM H06H06 KING ROOM H06F06 KING ROOM H06F04 DOUBLE QUEEN ROOM H06E04 DOUBLE QUEEN ROOM H06C04 DOUBLE QUEEN ROOM H06B04 ADA KING ROOM H06A04 SUPERIOR SUITE ROOM H06E06 CIRCULATION H06D05 DOUBLE QUEEN ROOM H06D04 HOUSEKEEPING / MISC H06D06 MEP H06A06 VESTIBULE H06B06 ELEV/ SERVICE LOBBY H06C06 MECH H06B07 GUEST TERRACE H06A07 EGRESS STAIR #01 H06B06 ELEVATOR #1 H06A07 ELEVATOR #2 H06A06 SERVICE ELEVATOR H06C06 EGRESS STAIR #02 H06G05 H0 6 C 0 6 B H0 6 B 0 8 B61 B61 B61 B61 B61 B61 B61 B61 B61 C4A1 C4A1 C2A1 C2A1 C2A1 C4A1 C4A1 C2A1 C2A1 C2A1 B61C4A1 B61 B61 C2A1 C2A1 C2A1 C2A1 C4A1 B4A2 C4A1 C2A1 C2A1 B61B61 C4A1 B61 C4A1 C2A1 C2A1 B61B61 C4A1 C4A1 VESTIBULE H06H05 EL. 66' - 6" H06H06B H06H06C 01 H1.A3.102 ________________ EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" EL. 66' - 6" D2A D2A D2A D2A D2A D2A D2A D2AD2A D2A D2AD2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2AD2A D2A C2A1 H06D06B4 A 2 06 C6 A 1 C6 A 1 C2 A 1 C6 A 1 C2 A 1 C6 A 1 C6 A 1 C6 A 1 D2 A C6 A 1 C2 A 1 C6 A 1 C4 A 1 C6 A 1 B4A2 04 H1.A4.107 ________________ C4A1 C2 A 1 C4 A 1 12 23 2424 C2 A 1 C2A1C4 A 1 05 H1.A4.107 ________________ 1/64'' / 1'- 0'' SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:20:10 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.106 CONSTRUCTION PLAN - LEVEL 06 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0601 06 PLUMBING EXPRESS RISERS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. GUESTROOM SCHEDULE NAME COUNT LEVEL 03 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 4 SUPERIOR KING ROOM 2 LEVEL 04 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 05 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 06 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 07 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 08 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 2 SUPERIOR SUITE ROOM 1 LEVEL 09 DELUXE KING ROOM 2 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUITE ROOM 1 SUPERIOR KING ROOM 2 Grand total: 75 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 H02H03H04 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.102 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.107 ________________01 H1.A4.105 ________________02 H1.A4.109 ________________04 H1.A4.116 ________________03 H1.A4.113 22' - 3"30' - 9" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 45 ' - 1 1 / 2 " 53' - 0" HE HB 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" H07H05A H07B06A H0 7 H 0 5 B H07G06 H07H06 H07E06 H07F06 H07C04 H07D04 H0 7 B 0 7 H07G04 H07E04 H07F04 H07A04 H07B04 H07A07 JUNIOR KING SUITE ROOM H07G04 KING ROOM H07G06 SUPERIOR KING ROOM H07H06 KING ROOM H07F06 KING ROOM H07F04 DOUBLE QUEEN ROOM H07E04 DOUBLE QUEEN ROOM H07C04 DOUBLE QUEEN ROOM H07B04 ADA KING ROOM H07A04 SUPERIOR SUITE ROOM H07E06 CIRCULATION H07D05 DOUBLE QUEEN ROOM H07D04 HOUSEKEEPING / MISC H07D06 MEP H07B06 VESTIBULE H07B06 ELEV/ SERVICE LOBBY H07C06 MECH H07B07 EGRESS STAIR #01 H07B06 ELEVATOR #1 H07A07 ELEVATOR #2 H07A06 SERVICE ELEVATOR H07C06 EGRESS STAIR #02 H07G05 AMENITY SPACE H07A07 H0 7 C 0 6 B B61 B61 B61 B61 B61 B61 B61 B61 B61 C4A1 C4A1 C4A1 C2A1 C2A1 C2A1 C4A1 C4A1 C2A1 C2A1 C2A1 B61C4A1 B61 B61 C2A1 C2A1 C2A1 C2A1 C4A1 B4A2 C4A1 C2A1 C2A1 B61B61 C4A1 B61 C4A1 C2A1 C2A1 B61B61 C4A1 C4A1 VESTIBULE H07H05 EL. 78' - 0" 01 H1.A3.102 ________________ EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0" EL. 78' - 0"EL. 78' - 0" EL. 78' - 0" D2AD2AD2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2 A D2 A D2A D2A D2AD2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A B4 A 2 C2A1 H07D0606 C6 A 1 C2 A 1 C6 A 1 C6 A 1 C2 A 1 C6 A 1 C6 A 1 C6 A 1 D2 A C4 A 1 C6 A 1 C2 A 1 C6 A 1 C4 A 1 C6 A 1 C4 A 1 B4A2 C2 A 1 C4 A 1 12 23 2424 C2 A 1 C2A1C4 A 1 H07H06 H07H06B SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:20:26 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.107 CONSTRUCTION PLAN - LEVEL 07 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0701 06 PLUMBING EXPRESS RISERS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. GUESTROOM SCHEDULE NAME COUNT LEVEL 03 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 4 SUPERIOR KING ROOM 2 LEVEL 04 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 05 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 06 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 07 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 08 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 2 SUPERIOR SUITE ROOM 1 LEVEL 09 DELUXE KING ROOM 2 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUITE ROOM 1 SUPERIOR KING ROOM 2 Grand total: 75 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 H02H03H04 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.102 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.107 ________________01 H1.A4.105 ________________03 H1.A4.109 ________________04 H1.A4.116 ________________03 H1.A4.113 22' - 3"30' - 9" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 45 ' - 1 1 / 2 " 53' - 0" HE HB R 4' - 6"R 4' - 6" 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" H08H05A H08B06B H0 8 H 0 5 B H08G06 H08H06 H08E06 H08F06 H08C04 H08D04 H08G04 H08E04 H08F04 H08A04 H08B04 H08A07 JUNIOR KING SUITE ROOM H08G04 KING ROOM H08G06 SUPERIOR KING ROOM H08H06 KING ROOM H08F06 KING ROOM H08F04 DOUBLE QUEEN ROOM H08E04 DOUBLE QUEEN ROOM H08C04 DOUBLE QUEEN ROOM H08B04 SUPERIOR KING ROOM H08A04 SUPERIOR SUITE ROOM H08E06 CIRCULATION H08D05 DOUBLE QUEEN ROOM H08D04 HOUSEKEEPING / MISC H08D06 MEP H08B06 VESTIBULE H08B06 ELEV/ SERVICE LOBBY H08C06 MECH H08B07 GUEST TERRACE H08A07 EGRESS STAIR #01 H08B06 ELEVATOR #1 H08A07 ELEVATOR #2 H08A06 SERVICE ELEVATOR H08C07 EGRESS STAIR #02 H08G05 H0 8 C 0 6 B H0 8 B 0 7 B61 B61 B61 B61 B61 B61 B61 B61 B61 C4A1 C4A1 C2A1 C2A1 C2A1 C4A1 C4A1 C2A1 C2A1 C2A1 B61C4A1 B61 B61 C2A1 C2A1 C2A1 C2A1 C4A1 B4A2 C4A1 C2A1 C2A1 B61B61 C4A1 B61 C4A1 C2A1 C2A1 B61B61 C4A1 C4A1 VESTIBULE H08H05 EL. 89' - 6" 01 H1.A3.102 ________________ EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" EL. 89' - 6" H08H06A H08B06 D2A D2AD2A D2A D2AD2A D2A D2AD2A D2A D2A D2A D2A D2A D2A D2A D2A D2AD2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2A D2 A D2A D2A H08D06B4 A 2 C2A1 06 C6 A 1 C6 A 1 C6 A 1 C2 A 1 C6 A 1 C6 A 1 C6 A 1 C4 A 1 C6 A 1 C2 A 1 C6 A 1 C4 A 1 C6 A 1 C4 A 1 12 23 2424 C4A1 C2A1 C2 A 1 C2 A 1 C4 A 1 1/64'' / 1'- 0'' SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:20:43 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.108 CONSTRUCTION PLAN - LEVEL 08 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0801 06 PLUMBING EXPRESS RISERS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. GUESTROOM SCHEDULE NAME COUNT LEVEL 03 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 4 SUPERIOR KING ROOM 2 LEVEL 04 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 05 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 06 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 07 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 08 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 2 SUPERIOR SUITE ROOM 1 LEVEL 09 DELUXE KING ROOM 2 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUITE ROOM 1 SUPERIOR KING ROOM 2 Grand total: 75 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 H02H03H04 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________01 H1.A4.107 ________________01 H1.A4.105 ________________02 H1.A4.109 ________________04 H1.A4.116 ________________03 H1.A4.113 22' - 3"30' - 9" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 45 ' - 1 1 / 2 " 53' - 0" HE HB 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" R 4' - 6"R 4' - 6" H09H05A H09B06A H0 9 H 0 5 B H0 9 B 0 7 H09A07 JUNIOR KING SUITE ROOM H09G04 KING ROOM H09G06 SUPERIOR KING ROOM H09H06 KING ROOM H09F06 KING ROOM H09F04 DELUXE KING ROOM H09E04 DELUXE KING ROOM H09B04 SUPERIOR KING ROOM H09A04 SUITE ROOM H09E06 CIRCULATION H09D05HOUSEKEEPING / MISC H09D06 MEP H09B06 VESTIBULE H09B06 ELEV/ SERVICE LOBBY H09C06 MECH H09B07 AMENITY SPACE H09A07 EGRESS STAIR #01 H09B06 ELEVATOR #1 H09A07 ELEVATOR #2 H09A06 SERVICE ELEVATOR H09C06 EGRESS STAIR #02 H09G05 H0 9 C 0 6 B VESTIBULE H09H05 EL. 101' - 0" 01 H1.A3.102 ________________ EL. 101' - 0" EL. 101' - 0" EL. 101' - 0" EL. 101' - 0"EL. 101' - 0" EL. 101' - 0"EL. 101' - 0" EL. 101' - 0" EL. 101' - 0" EL. 101' - 0" EL. 101' - 0" EL. 101' - 0" H09G06 H09H06 H09E06 H09F06 H09G04 H09E04 H09F04 H09A04 H09B04 B61 B61 B61 B61 B61 C4A1 C4A1 C2A1 C2A1 C2A1 C2A1 C2A1 C2A1 B61C4A1 B61 B61 C2A1 C2A1 C2A1 C2A1 C4A1 B4A2 C4A1 C2A1 C2A1 B61B61 C4A1 B61 C4A1 C2A1 C2A1 B61B61 C4A1 C4A1 B61 D2 A D2 A D2AD2A D2A D2A D2A D2A D2A D2AD2AD2A D2A D2 A D2A D2 A D2A D2A D2AD2A D2A D2A D2A D2A D2AD2A D2A D2A D2 A D2 A D2A D2A D2A D2A D2A D2A D2A H1.A2.102 01 C2A1 B4 A 2 H09D0606 C6 A 1 C2 A 1 C6 A 1 C6 A 1 C4 A 1 C2 A 1 C6 A 1 C6 A 1 C4 A 1 C4 A 1 C6 A 1C6 A 1 C2 A 1 C6 A 1 C4 A 1 C6 A 1 B4A2 H09D07 PLUMBING ROOM H09D07 12 C4A1 C2 A 1 C4 A 1 23 2424 H09B06 H09H06B C2A1 C2 A 1 SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:20:59 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.109 CONSTRUCTION PLAN - LEVEL 09 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0901 06 PLUMBING EXPRESS RISERS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. GUESTROOM SCHEDULE NAME COUNT LEVEL 03 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 4 SUPERIOR KING ROOM 2 LEVEL 04 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 05 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 06 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 07 ADA KING ROOM 1 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 1 SUPERIOR SUITE ROOM 1 LEVEL 08 DOUBLE QUEEN ROOM 4 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUPERIOR KING ROOM 2 SUPERIOR SUITE ROOM 1 LEVEL 09 DELUXE KING ROOM 2 JUNIOR KING SUITE ROOM 1 KING ROOM 3 SUITE ROOM 1 SUPERIOR KING ROOM 2 Grand total: 75 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 H02H03H04 HF HD HC HA FO R R E F E R E N C E ON L Y H1.A2.101 01 H1.A2.10301 H1.A2.104 01 01 H1.A3.101 ________________ 01 H1.A3.103 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE ________________03 H1.A4.109 ________________05 H1.A4.116 22' - 3"30' - 9" 11 9 ' - 7 " 45 ' - 1 1 / 2 " 29 ' - 4 " 45 ' - 1 1 / 2 " 53' - 0" HE HB 01 H1.A3.100 ________________ R 4' - 6"R 4' - 6" R 4' - 6" H10D08 H10B06A H10B06B H1 0 H 0 5 A H1 0 C 0 6 B SEATING H10E06 INDOOR RESTAURANT / BAR H10E04 KITCHEN H10C04 MECH ROOM H10A04 GUEST TERRACE H10A07 EGRESS STAIR #02 H10G05 RESTROOM H10D07 RESTROOM H10G06 CI R C U L A T I O N H1 0 G 0 8 ELEVATOR #1 H10A07 ELEVATOR #2 H10A06 MEP H10A08 VESTIBULE H10B06 ELEV/ SERVICE LOBBY H10C06 EGRESS STAIR #01 H10B06 SERVICE ELEVATOR H10C06 CIRCULATION H10D05 MECH / BOH H10D08 H10A07 A4 ________________01 H1.A4.114 H1 0 B 0 9 VESTIBULE H10H05 H10A04 H10C04C EL. 112' - 4" H10A08 EL. 112' - 6" EL. 112' - 6" EL. 112' - 6" A4 A4 01 H1.A3.102 ________________ EL. 112' - 6" H10E07 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " ________________05 H1.A4.104 H1.A2.102 01 H10H05B 3/16" / 1'-0"3/16" / 1'-0" 3/ 1 6 " / 1 ' - 0 " 3/ 1 6 " / 1 ' - 0 " H01H02H H10E04B H01H02J 3/16" / 1'-0" 07 07 07 07 07 1/8" / 1'-0"1/8" / 1'-0"5/ 1 6 " / 1 ' - 0 " 5/ 1 6 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0"5/ 1 6 " / 1 ' - 0 " 5/ 1 6 " / 1 ' - 0 " 07 07 07 ELEVATOR CONTROL ROOM H10B09 A4 12 12 12 6' - 0" JC H10B10 H10F15 H1 0 G 0 8 H10B10 H10D07 1/4" / 1'-0" 3/ 1 6 " / 1 ' - 0 " 3/ 1 6 " / 1 ' - 0 " 1/4" / 1'-0" H10A05 CIRCULATION H10A05 01 H1.A6.204 __________________ 23 2424 H10G06 1/64'' / 1'- 0'' SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:21:12 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A1.110 CONSTRUCTION PLAN - LEVEL 10 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 1001 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents 07 DRAINS ACCORDING TO MEP PLANS 12 LOUVERS ACCORDING TO DETAILS 23 VERTICAL SMOKE CURTAIN AT SERVICE ELEVATOR. (SMOKE GUARD MODEL M2500E) 24 VERTICAL SMOKE CURTAIN AT ELEVATOR. (SMOKE GUARD MODEL M2500E) 1 INTERIOR LAYOUTS ARE BY OTHERS AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Hotel Stair # 1 Hotel Stair # 2 AL I G N AL I G N LEVEL 01 0' - 6" ROOF 130' - 11" LEVEL 10 112' - 6" LEVEL 09 101' - 0" LEVEL 08 89' - 6" LEVEL 07 78' - 0" LEVEL 06 66' - 6" LEVEL 05 55' - 0" LEVEL 04 43' - 6" LEVEL 03 32' - 0" LEVEL 02 20' - 6" H01 H02 H03 H04 H05 FO R R E F E R E N C E ON L Y H06 20 ' - 0 " 1 1 ' - 6 " 1 1 ' - 6 " 1 1 ' - 6 " 1 1 ' - 6 " 1 1 ' - 6 " 1 1 ' - 6 " 1 1 ' - 6 " 1 1 ' - 6 " 1 8 ' - 5 " ________________04 H1.A4.109 ________________05 H1.A4.110 ________________01 H1.A4.103 ________________03 H1.A4.101 40 ' - 0 " 14 ' - 6 " 19 ' - 6 3 / 4 " 23 ' - 0 " ________________02 H1.A4.112 01 H1.A3.100 ________________01 H1.A3.102 ________________ TL04TL04 CP01CP01 TL04TL04 GL02GL02 GL03 GL03GL03 GL03GL03 GL03GL03 TL04TL04 GL01GL01 01 TYP. 01 TYP. 01 TYP. 01 TYP. 02 02 02 02 02 03 03 03 03 3' - 2 " 13 3 ' - 7 " GL03 GL02GL02 MT03MT03 MT03MT03 MT03MT03 MT03MT03 MT03MT03 MT03 MT03 GL03GL03 GL03GL03 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 9/10/2021 3:29:02 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_EAST_R20.rvt H1.A2.101 EXTERIOR ELEVATION 07.3757.000 3rd & Broadway CARIBOU INDUSTRIES Santa Ana, CA 92701 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION 0101 1 09.08.2021 ISSUE FOR PLANNING 2 07.16.2021 25% Construction Documents 3 08.06.2021 50% Construction Documents 4 08.27.2021 75% Construction Documents 01 PLASTER JOINT 1/8''X1/8'' 02 HANDRAIL ACCORDING TO DETAILS 03 LOUVERS ACCORDING TO DETAILS FE C FE C FEC UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL MA T C H L I N E S E E / 01 R1 . A 1 . 1 0 0 A MA T C H L I N E S E E / 01 R1 . A 1 . 1 0 0 B H01H02H03H04H05 HD HC HA H06 HE HB 11' - 0" 28' - 2" 28' - 2" 30' - 0" 28' - 2" 28' - 2" 41' - 1" 28' - 2" 13' - 8" 23' - 3" ________________01 R1.A1.100A ________________01 R1.A1.100B PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" R07 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 14' - 0"23' - 0"22' - 3"30' - 9"32' - 0"28' - 2" PLUMBING ROOM RESIDENTIAL STORAGE GREASE INTERCEPTOR 3' - 10" 10" FIRE WATER STORAGE 07 FAN ROOM MAIN ELECT. ROOM EMERGENCY STANDBY ELECTRICAL ROOM HOTEL STORAGE BOOSTER PUMP ROOM 23 FOR REFERENCE ONLY R08 24 25 EL. -11' - 0" 30 43 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6"7' - 3" 21' - 5" 4' - 4" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 9' - 6" 10' - 2" 8' - 6" 8' - 6"5' - 9" 9' - 0" 8' - 6" 4' - 8" 9' - 0" 5' - 2" 11' - 4" 2' - 3" 7' - 3" 8' - 6"11' - 11" 14' - 9" 8' - 6"12' - 11" 8' - 6" 41' - 11" 5' - 11" 6' - 5" 23' - 6" MDP HOUSE R11' UP 14% RAMP7% RAMP FIRE PUMP & WATER STORAGE VESTIBULE ELEVATOR LOBBY VESTIBULE MEP ROOM ELEVATOR LOBBY VESTIBULE SHEET NOTES GENERAL NOTES KEY PLAN NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/16" = 1'-0" 5/17/2024 8:07:15 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.100 CONSTRUCTION PLAN - LEVEL OVERALL B 01 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/16" = 1'-0" CONSTRUCTION PLAN - OVERALL LEVEL B 0101 07 GARAGE FAN EXHAUST 23 LOUVER FAN ROOM TO BASEMENT/FACADE 24 BIBYCLE PARKING RESIDENTIAL 25 BICYCLE PARKING PUBLIC 30 TRUNCATED DOMES PADS 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 3,500 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Residential Stair #1 Residential Stair #2 Hotel Stair #1 Hotel Stair #2 UP UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E G4.1 10' - 0" 7%7% 2% 2230 SF RETAIL 4 2271 SF STORAGE WEST LOBBY R01D26 FCC R01C26 EAST LOBBY R01D12 2966 SF RETAIL 3 ELEVATOR 03 06 06 G4.1B 08 08 08 08 09 10 ________________2 R1.A4.113 UTILITY YARD R01A20 17 20 2963 SF RETAIL 2 R08 236' - 7" FIRE PUMP ROOM R01A17 32 32 33 33 32 38 ? 45 45 45 45 45 45 8' - 4 " 1' - 0" 23' - 10 1/2" 18' - 4 1/2" 0"2' - 9" 4' - 1" 23' - 10" 6' - 10" 14' - 7 1/2" 17' - 7 1/2" 10' - 6" 51 515151 MAIN ELECTRICAL ROOM R01A19 26' - 11" R11' B3 A 2 B3A2 A3A A3A D3AA3 A D3 A D3A A3A B3A2 D2 A D2A 8MA2 A3 A B3 A 2 A3A STORAGE R01 PACKAGE R01 D3 A 14%14%DN UP EXIT PASSAGE WAY R01 D2A D3 A 8M A 2 8M A 2 A3 A 1 A3 A 1 A3A1 A3A1 A3A 2545 SF RETAIL 1 A3 A RESIDENTIAL BIKE STORAGE R01B13 D3A GL 10 10 J2A2 B3A2 B3 A 2 D3 A D2A 47' - 6"5' - 8" 6' - 8" 1' - 5"68' - 6" 35 RACKS 5" 5' - 6"66' - 4"25' - 4" 5' - 6" 2' - 5" 32' - 10" 25' - 11" B3A2 2% D3A A3A D3A D2 A 5' - 6" 2' - 5" 3' - 0" 10' - 2 1/2" MIN 7' - 0" 11' - 11 1/2" 2' - 0" 6' - 0" 5' - 6" 2' - 4 3/4" 6' - 0" D3 A 8M A 2 D2A B3A2 A3 A 1 B3 A 2 A3A1 8MA 2 8M A 2 8MA2 8MA2 8M A 2 8M A 2 8M A 2 8MA 2 D2 A D2 A B3A2 B3 A 2 B3 A 2 J2 A 2 10' - 6" 40' - 9" 3' - 0" 1' - 8" D2AA3A 5' - 0" 2' - 0" 5' - 6" 2' - 4" A3A A3 A D2A G4 . 1 B G4 . 1 B 20 1:20 SLOPE DN 8M A 1 8MA1 23 07 D3 A ________________02 R1.A5.100 8' - 0" 12' - 0" 8' - 0" 1:20 MAX SLOPE DN 7' - 2" 3' - 0" 6' - 8" 1' - 3" ________________02 R1.A5.102 MEP ROOM R03 ELEVATOR LOBBY R04 VEST R05 STAIR 02 STAIR 01 ELEVATOR 02 TRASH ROOM R19 ELEVATOR 01 D2 A 6' - 10 1/2" 3' - 0" CORRIDOR R22 D2A LEASING OFFICE R23 MAIL ROOM R24 36' - 7" 84' - 8"86' - 3" JANITOR RESTROOM FF = +0'-0" FF = +0'-4.8" FF = -0'-6" FF = +0'-0" FF = -0'-6" FF = +0'-0" FF = +0'-0" FF = -0'-6" 3' - 0" 10' - 0" 10" FF = +0'-0" FF = +0'-0" 3' - 6" (NOTE: ELEVATION 0'-0" BASED ON CIVIL ELEVATION OF 117.00) (NOTE: ELEVATION +0'-4.8" BASED ON CIVIL ELEVATION OF 117.40) (NOTE: ELEVATION 0'-0" BASED ON CIVIL ELEVATION OF 117.00) 15' - 8" 6' - 8"2' - 0" 6' - 0" 20 A3A A3A1 A3A B3A2 FF = -0'-6"FF = +0'-4.8"FF = +0'-0"FF = +0'-0" (NOTE: ELEVATION -0'-6" BASED ON CIVIL ELEVATION OF 116.50) (NOTE: ELEVATION 0'-0" BASED ON CIVIL ELEVATION OF 117.00) 4' - 0" FF = -0'-6" 3' - 0"3' - 0" 6' - 0" STORAGE R100 1' - 0" D3 A FF = +0'-0"FF = +0'-0" 10' - 6" 10' - 6" 06 11' - 3"11' - 3" 3' - 2" 1:20 SLOPE DN ________________2 R1.A5.122 20 1: 2 0 M A X SL O P E D N D2AB3A2 J2 A 2 48" MIN B3A2 18' - 5" D2A 35' - 8" A2 . 2 A2 . 2 A2 . 2 A2 . 2 A2.2 G4 . 1 B G4 . 1 B 36 G4.1B G4.1B A2.2 G4.1B 36 54 54 A2 . 2 *B *B *B *A *A *A *A B1.1B1.1 *B A1 . 1 A2.2 A2 . 2 A1 . 2 A1.6 A1.6 A1.6 A1.6 A2 . 2 141 G3.21 G3.22G3.22 ________________2 R1.A5.117 SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:07:41 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.101G CONSTRUCTION PLAN - LEVEL 01 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 01G01 33 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 38 LINEAR DRAIN 45 SLAB DEPRESSION FOR FUTURE FLOOR FINISHES, COORDINATE EXTENTS WITH TENANT IMPROVEMENT (SEPARATE PERMIT REVIEW & APPROVAL) 51 REMOVABLE BOLLARD, REFER TO LANDSCAPE DETAILS 06 PARKING GATE 07 GARAGE FAN EXHAUST 08 PARKING BARRIER 09 TRASH BIN 6' X 4' 6'' 10 FLOOR DRAINS, REFER TO MEP PLANS 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3 20 BUILT UP RAMP 23 LOUVER FAN ROOM TO BASEMENT/FACADE 32 KNOX BOX 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE Residential Stair #1 Residential Stair #2 DN R09R10R11R12R13R14R15R16R17 RF RF RG RG RH RH RJ RJ RK RK RL RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 01 01 01 01 02 02 02 02 17 R08R11' ELECTRICAL ROOM BELOW 14% 7% RAMP DOWNUP 5% 18' - 0" DRIVE AISLE 23' - 0" 18' - 0" 5% UP 18' - 0" DRIVE AISLE 23' - 0" STANDARD RP02-52 STANDARD RP02-53 STANDARD RP02-54 STANDARD RP02-51 STANDARD RP02-50 STANDARD RP02-49 STANDARD RP02-48 STANDARD RP02-47 TRANSITION SLOPE 10' - 0" STANDARD RP02-46 STANDARD RP02-45 STANDARD RP02-44 STANDARD RP02-43 STANDARD RP02-42 STANDARD RP02-41 STANDARD RP02-40 STANDARD RP02-39 STANDARD RP02-38 STANDARD RP02-37 STANDARD RP02-26 STANDARD RP02-25 STANDARD RP02-24 STANDARD RP02-23 STANDARD RP02-22 STANDARD RP02-21 STANDARD RP02-20 STANDARD RP02-18 STANDARD RP02-19 STANDARD RP02-17 STANDARD RP02-27 STANDARD RP02-28 STANDARD RP02-29 STANDARD RP02-30 STANDARD RP02-31 STANDARD RP02-32 STANDARD RP02-33 STANDARD RP02-34 STANDARD RP02-35 STANDARD RP02-36 STANDARD RP02-63 STANDARD RP02-64 STANDARD RP02-65 STANDARD RP02-66 STANDARD RP02-67 STANDARD RP02-68 STANDARD RP02-16 STANDARD RP02-15 STANDARD RP02-14 STANDARD RP02-13 STANDARD RP02-12 STANDARD RP02-11 STANDARD RP02-10 STANDARD RP02-09 STANDARD RP02-08 STANDARD RP02-07 STANDARD RP02-06 STANDARD RP02-03 STANDARD RP 02-02 STANDARD RP 02-01 STANDARD RP02-04 STANDARD RP02-05 ADA VAN RP02-55 ADA RP02-56 STANDARD RP02-57 STANDARD RP02-58 STANDARD RP02-59 STANDARD RP02-60 STANDARD RP02-61 STANDARD RP02-62 5' - 9" 2' - 1" DRIVE ASILE 23' - 0" 18' - 0" 01 01 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 EL. 21' - 0"EL. 16' - 0" STANDARD ? STANDARD ? STANDARD ? ________________03 R1.A5.100 ________________03 R1.A5.102 43 VESTIBULE R29 ELEVATOR LOBBY R28 VESTIBULE R27 MEP ROOM R25 43 EXIT EXIT ELEVATOR 01 ELEVATOR 02 STAIR 01 STAIR 02 ELEVATOR 03 STORAGE R30 ELEVATOR LOBBY R148 VESTIBULE R31 R112 A2.2 A2.2 A2.2 A2 . 2 B1 . 7 A2 . 2 A2 . 2 A2.2 A2.2 SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:07:47 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.102 CONSTRUCTION PLAN - LEVEL 02 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0201 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 ELEVATOR LOBBY R03E25 01 01 01 01 01 01 02 02 02 02 02 R08 43 17' - 1" PROPERTY LINEPROPERTY LINE R11' 12' - 11" 28' - 2"28' - 2" 41' - 1" . TE L E S C O P E G A T E UP 5% 5% DOWN EL. 31' - 0" EL. 26' - 0" EL. 31' - 0" 5% UP EL. 31' - 0" EXIT EXIT 02 02 02 02 02 02 02 1' - 10" 23' - 1" 18' - 0" 18' - 0" 23' - 0" 1' - 10" 2' - 1" 23' - 0" 18' - 0"18' - 0" 24' - 0" 2' - 1" STANDARD R03-04 STANDARD R03-05 STANDARD R03-06 STANDARD R03-07 STANDARD R03-08 STANDARD R03-09 STANDARD R03-10 STANDARD R03-11 STANDARD R03-12 STANDARD R03-13 STANDARD R03-14 STANDARD R03-15 STANDARD RP02-69 STANDARD RP02-70 STANDARD RP02-71 STANDARD RP02-72 STANDARD RP02-76 STANDARD RP02-75 STANDARD RP02-74 STANDARD RP02-73 STANDARD R03-21 STANDARD R03-20 STANDARD R03-19 STANDARD R03-18 STANDARD R03-17 STANDARD RP03-39 STANDARD RP03-38 STANDARD RP03-37 STANDARD RP03-36 STANDARD RP03-35 STANDARD RP03-34 STANDARD RP03-33 STANDARD RP03-32 STANDARD RP03-31 STANDARD RP03-30 STANDARD RP03-01 STANDARD RP03-02 STANDARD RP03-03 STANDARD RP03-04 STANDARD RP03-05 STANDARD RP03-06 STANDARD ? STANDARD RP03-07 STANDARD RP03-08 STANDARD RP03-09 STANDARD RP03-10 STANDARD RP03-11 STANDARD RP03-12 STANDARD RP03-13 STANDARD ? STANDARD RP03-14 STANDARD RP03-15 STANDARD RP03-16 STANDARD RP03-17 STANDARD RP03-18 STANDARD RP03-19 STANDARD RP03-20 STANDARD RP03-21 STANDARD RP03-22 STANDARD RP03-23 STANDARD RP03-24 STANDARD RP03-25 STANDARD RP03-26 STANDARD RP03-27 STANDARD RP03-28 STANDARD RP03-29 STANDARD RP03-42 STANDARD RP03-41 STANDARD RP03-40 STANDARD RP03-43 STANDARD RP03-44 STANDARD RP03-45 STANDARD RP03-46 STANDARD RP03-47 STANDARD RP03-48 STANDARD RP03-49 STANDARD RP03-50 STANDARD RP03-51 STANDARD R03-01 STANDARD R03-02 STANDARD R03-03 ________________04 R1.A5.100 ________________04 R1.A5.102 17 EXIT STORAGE R83 VESTIBULE R84 VESTIBULE R81 ELEVATOR LOBBY R82 VESTIBULE R03E14 MEP ROOM R85 6"5" 1' - 5" 30' - 6" 1" 28' - 2" 2' - 2" 11"2' - 6" STAIR 01 ELEVATOR 01 ELEVATOR 02 ELEVATOR 03 STAIR 02 43 R112 A2.2 A2.2A2.2 A2 . 2 A2 . 2 B1 . 3 B1 . 3 A2 . 2 A2 . 2 A2.2 A2.2 SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:07:53 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.103 CONSTRUCTION PLAN - LEVEL 03 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0301 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 3,500 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 01 01 01 010101 02 02 02 02 02 ________________1 R1.A5.115 ________________01 R1.A5.116 R08 222' - 11" 17 43 PROPERTY LINEPROPERTY LINE R11' UP 5% 5% DOWN EL. 26' - 0"EL. 31' - 0" EL. 36' - 0" EL. 31' - 0" 5% UP EL. 31' - 0" EXIT EXIT 18' - 0" 23' - 0" 1' - 10" STANDARD R04-64 STANDARD R04-65 STANDARD R04-66 STANDARD R04-67 STANDARD R04-68 STANDARD R04-69 STANDARD R04-75 STANDARD R04-74 STANDARD R04-73 STANDARD R04-72 STANDARD R04-71 STANDARD R04-70 STANDARD R04-63 STANDARD R04-62 STANDARD R04-61 STANDARD R04-60 STANDARD R04-59 STANDARD R04-58 STANDARD R04-42 STANDARD R04-41 STANDARD R04-40 STANDARD R04-39 STANDARD R04-38 STANDARD R04-37 STANDARD R04-36 STANDARD R04-35 STANDARD R04-34 STANDARD R04-33 STANDARD R03-29 STANDARD R03-28 STANDARD R03-27 STANDARD R03-26 STANDARD R03-22 STANDARD R03-23 STANDARD R03-24 STANDARD R03-25 STANDARD R04-01 STANDARD R04-02 STANDARD R04-03 STANDARD R04-04 STANDARD R04-05 STANDARD R04-06 STANDARD R04-07 STANDARD R04-08 STANDARD R04-09 STANDARD R04-10 STANDARD R04-11 STANDARD R04-12 STANDARD R04-13 STANDARD R04-14 STANDARD R04-15 STANDARD R04-16 STANDARD R04-17 STANDARD R04-18 STANDARD R04-19 STANDARD R04-21 STANDARD R04-22 STANDARD R04-23 STANDARD R04-24 STANDARD R04-25 STANDARD R04-26 STANDARD R04-27 STANDARD R04-28 STANDARD R04-29 STANDARD R04-30 STANDARD R04-31 STANDARD R04-32 STANDARD R04-43 STANDARD R04-44 STANDARD R04-45 STANDARD R04-46 STANDARD R04-47 STANDARD R04-48 STANDARD R04-49 STANDARD R04-50 STANDARD R04-51 STANDARD R04-52 STANDARD R04-53 STANDARD R04-54 STANDARD R04-55 STANDARD R04-56 STANDARD R04-57 ________________05 R1.A5.100 ________________05 R1.A5.102 VESTIBULE R74 ELEVATOR LOBBY R75 VESTIBULE R76 MEP ROOM R77 STORAGE R78 ELEVATOR LOBBY R79 VESTIBULE R80 STAIR 01 ELEVATOR 01 ELEVATOR 02 ELEVATOR 03 STAIR 02 43 R112 A2.2A2.2 A2.2 A2 . 2 B1 . 7 A2 . 2 A2.2 A2.2 SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:07:59 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.104 CONSTRUCTION PLAN - LEVEL 04 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0401 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 06 PARKING GATE 14 PARKING MAN GATE 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 3,500 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 010101 01 01 01 02 02 02 02 02 02 02 02 02 CONDENSING UNITS R05A26 06 12 14 17 R08 30 31 236' - 7" 02 363411 35 31 43 07 54 PROPERTY LINEPROPERTY LINE R11' 02 02 02 02 02 STANDARD R05-64 STANDARD R05-65 STANDARD R05-66 STANDARD R05-67 STANDARD R04-69 STANDARD R04-72 STANDARD R04-73 STANDARD R04-74 STANDARD R04-75 STANDARD R05-01 STANDARD R05-02 STANDARD R05-03 STANDARD R05-04 STANDARD R05-06 STANDARD R05-05 STANDARD R05-63 STANDARD R05-61 STANDARD R05-63 STANDARD R05-62 STANDARD R05-60 STANDARD R05-58 STANDARD R05-59 STANDARD R05-57 STANDARD R05-56 STANDARD R05-55 STANDARD R05-54 STANDARD R05-53 STANDARD R05-52 STANDARD R05-51 STANDARD R05-50 STANDARD R05-49 STANDARD R05-48 STANDARD R05-47 STANDARD R05-46 STANDARD R05-44 STANDARD R05-45 STANDARD R05-43 STANDARD R05-32 STANDARD R05-31 STANDARD R05-30 STANDARD R05-29 STANDARD R05-28 STANDARD R05-27 STANDARD R05-26 STANDARD R05-25 STANDARD R05-24 STANDARD R05-23 STANDARD R05-22 STANDARD R05-20 STANDARD R05-21 STANDARD R05-19 STANDARD R05-18 STANDARD R05-17 STANDARD R05-16 STANDARD R05-14 STANDARD R05-13 STANDARD R05-12 STANDARD R05-10 STANDARD R05-11 STANDARD R05-08 STANDARD R05-09 STANDARD R05-07 STANDARD R04-79 STANDARD R04-78 STANDARD R04-77 STANDARD R04-76 STANDARD R05-73 STANDARD R05-72 STANDARD R05-70 STANDARD R05-71 STANDARD R05-42 STANDARD R05-41 STANDARD R05-40 STANDARD R05-39 STANDARD R05-37 STANDARD R05-38 STANDARD R05-36 STANDARD R05-35 STANDARD R05-34 STANDARD R05-33 UP 5% RAMP 5% RAMP DOWN EL. 36' - 0" EL. 46' - 0" EL. 41' - 0" 5% RAMP UP EL. 41' - 0" STANDARD R05-68 STANDARD R05-69 STANDARD R05-70 STANDARD R05-71 STANDARD R05-72 STANDARD R05-73 STANDARD R05-70 STANDARD R05-74 2' - 1" 23' - 0" 18' - 0" ________________05 R1.A5.100 ________________05 R1.A5.102 VESTIBULE R67 MEP ROOM R68 ELEVATOR LOBBY R69 VESTIBULE R70 43 ELEVATOR LOBBY R71 STORAGE R72 VESTIBULE R73 EXIT EXIT STAIR 01 ELEVATOR 01 ELEVATOR 02 STAIR 02 ELEVATOR 03 R112 A2.2 A2.2 A2.2 A2 . 2 B1 . 7 A2 . 2 A2 . 2 A2.2 A2.2 ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 5/17/2024 8:08:06 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.105 CONSTRUCTION PLAN - LEVEL 05 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0501 31 MESH FENCE 34 DECORATIVE METAL POST FOR STRING LIGHTS. REFER TO WATERPROOFING DRAWINGS 35 BUILT-IN GAS BBQ (DOUBLE) PER LANDSCAPE DRAWINGS 36 PLANTER PER LANDSCAPE DRAWINGS 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 3,500 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 54 PROVIDE MAX OCCUPANT LOAD SIGN PER MAX OCCUPANT LOAD SIGN DETAIL ON R1.G0.012 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 06 PARKING GATE 07 GARAGE FAN EXHAUST 11 INFILTRATION PLANTER PER LANDSCAPE DRAWINGS 12 SIGNAGE / ART WALL BY OTHERS) SEPARATE PERMIT REVIEW AND APPROVAL 14 PARKING MAN GATE 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3 30 TRUNCATED DOMES PADS 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE UP DN UP UP ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"12' - 11"28' - 2"28' - 2"13' - 8"23' - 3" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 010101 02 02 02 02 02 02 R08 31 43 PROPERTY LINEPROPERTY LINE R11' 02 02 02 STANDARD R05-64 STANDARD R05-65 STANDARD R05-66 STANDARD R05-67 STANDARD R05-68 STANDARD R05-69 STANDARD R05-72 STANDARD R05-73 STANDARD R05-74 STANDARD R05-75 STANDARD R06-01 STANDARD R06-02 STANDARD R06-03 STANDARD R06-04 STANDARD R06-05 STANDARD R06-06 STANDARD R05-70 STANDARD R05-71 STANDARD R05-72 STANDARD R05-73 STANDARD R05-70 STANDARD R05-74 STANDARD R05-76 STANDARD R05-77 STANDARD R05-78 STANDARD R06-07 STANDARD R06-08 STANDARD R06-09 STANDARD R06-10 STANDARD R06-11 STANDARD R06-18 STANDARD R06-17 STANDARD R06-16 STANDARD R06-15 STANDARD R06-14 STANDARD R06-13 STANDARD R06-12 31 DRIVE AISLE 23' - 0" 18' - 0" 18' - 0" DRIVE AISLE 23' - 0"EL. 56' - 0"5% DOWN +5' 0' A3A1 A3A1 A3 A A3 A 1 A3 A 1 A6 A A3A 8M A 2 A3A1 A3 A 1 POOL EQUIPMENT ROOM 1,450 SF [S-2, 4 OCC] AREA OPEN TO POOL ABOVE STORAGE 1,025 SF STANDARD ? STANDARD ? ________________06 R1.A5.100 ________________6 R1.A5.102 17 VESTIBULE R60 ELEVATOR LOBBY R61 VESTIBULE R62 MEP ROOM R63 TRASH ROOM R64 VESTIBULE R65 ELEVATOR LOBBY R66 GAME ROOM BUSINESS CENTER MULTI FUNCTION SPACE PANTRY CONFERENCE ROOM 55 PANTRY CONFERENCE ROOM TREE WELL 4' - 5" Room STAIR 02 ELEVATOR 03 A3A1 D2A D2 A 8M A 1 A3A1 EXIT A3A1 12MA3 B3A2 D3 A A3B ________________1 R1.A5.122 WOMEN R164 MEN R165 JANITOR R166 TREE WELL TREE WELL TREE WELL TREE WELL TREE WELL 3' - 0" 18' - 0" 1' - 0" 4' - 5" 4' - 8" 60"x60" R112 A2.2 A2.2 A2.2 B1 . 7 A2 . 2 A2 . 2 A2 . 2 A2.2 A2.2 STORAGE R189 ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 5/17/2024 8:08:12 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.106 CONSTRUCTION PLAN - LEVEL 06 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0601 01 PARKING CABLE RAILING 02 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3 31 MESH FENCE 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 3,500 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 55 REFER TO LANDSCAPE DRAWINGS FOR OUTDOOR AMENITY SPACE 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE UP DN DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 PROPERTY LINEPROPERTY LINE 4' - 1" 4' - 4" 4' - 4" 4' - 4" 4' - 4" 4' - 4" R11' 25' - 1" ________________01 R1.A5.101 ________________01 R1.A5.103 17 43 17 17 VESTIBULE R53 ELEVATOR LOBBY R54 VESTIBULE R55 MEP ROOM R56 VESTIBULE R57 ELEVATOR LOBBY R58 TRASH ROOM R59 5' - 0" FITNESS STUDIO R107 YOGA STUDIO R108 JANITOR R109 MEN R110 CORRIDOR R111 LIFT STORAGE R112 WOMEN R113 CORRIDOR R114 CLUB HOUSE R115 STAIR 02 ELEVATOR 03 STAIR 01ELEVATOR 01 ELEVATOR 02 43 POOL DECK 44' - 0"12' - 0" 14' - 0"14' - 0" 14' - 0"POOL SPA R112 47 47 A2 . 2 A2 . 2 B1 . 1 A2.2 A1 . 1 A2 . 2 A2 . 2 A1 . 1 B1 . 7 A2.2 A2.2 A2.2A2 . 2 A2 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1.2 A1 . 2 B1 . 7 A2 . 2 A2.2 A2.2A2.2 A1 . 2 A1 . 2 A1.2 A1 . 2 A1 . 2 G5.3G5.3G5.3 A2.2 G5.3G5.3 G5.1 G5.1 G5.1 G5.1 G5.1 ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 5/17/2024 8:08:20 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.107 CONSTRUCTION PLAN - LEVEL 07 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0701 55 REFER TO LANDSCAPE DRAWINGS FOR OUTDOOR AMENITY SPACE 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check 55 SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 15' - 4" 30' - 0" 30' - 0" 30' - 0" 13' - 0" 11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2" 118' - 4" R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07 17 R08 29 43 PROPERTY LINEPROPERTY LINE R11' 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 1 2B 6 A 12B 6 A 12B 6 A 1 2B 6 A 1 2B 6 A 12B 6 A 1 2B 6 A 1 2B3A1 2B3A1 ________________02 R1.A5.101 ________________02 R1.A5.103 ________________2 R1.A4.150 MEP ROOM R42 VESTIBULE R43 ELEVATOR LOBBY R45 VESTIBULE R46 TRASH ROOM R48 ELEVATOR LOBBY R49 VESTIBULE R51 43 25' - 1" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 5" 3' - 5" 3' - 5" 3' - 5" 3' - 5" 3' - 5" 3' - 5" ELEVATOR 01 ELEVATOR 02 STAIR 01 STAIR 02 ELEVATOR 03 R112 A2.2 A2.2 A2 . 2 A2.2 B1 . 7 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1.2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 B1 . 7 A1 . 2 A1 . 2 A1 . 2 A2 . 2 A2 . 2 A1.2 G5.3G5.1G5.1G5.3G5.3G5.3 G5.1 G5.1G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.3G5.1 G5.1 G5.1 G5.1 G5.1 G5.3 G5.3G5.3G5.3G5.3G5.3G5.3 A2.2 ACCESSIBLE PATH OF TRAVEL SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 5/17/2024 8:08:28 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.108 CONSTRUCTION PLAN - LEVEL 08-14 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 08-1401 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3 29 PLUMBING RISER WALL FURRING TO BE COORDINATED WITH TENANT IMPROVEMENT, SEPARATE PERMIT REVIEW AND APPROVAL. 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 3,500 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE UP ? ? R09R10R11R12R13R14R15R16 RF RG RH RJ RK RL R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E R08 R1.A6.205 02 R1.A6.205 02 R1.A6.205 02 28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8" 225' - 7" 15' - 4" 30' - 0" 30' - 0" 75' - 4" PROPERTY LINEPROPERTY LINE R11' ________________03 R1.A5.101 ________________03 R1.A5.103 43 17 VESTIBULE R34 STAIR 02 ELEVATOR LOBBY R36 STORAGE R37 ELEVATOR 03 TRASH ROOM R39 VESTIBULE R40 ELEVATOR LOBBY R41 STAIR 01 55 3' - 10" 31' - 10" FF = +1'-0" FF = +0'-0"FF = +1'-0"FF = +1'-0" 43 ELEVATOR 01 ELEVATOR 02 12' - 0" 5' - 8 1/2" 1:12 MAX SLOPE DN ALL GENDER RR R158 VESTIBLE R159 ALL GENDER RR R160 JANITOR R161 EAST CORR. R162 Room R163 ________________3 R1.A5.122 R112 A2.2 A2.2 B1.7 A2 . 2 A1 . 8 A1 . 2 A1 . 2 B1 . 7 A2.2A2.2 A2.2 A1.2 A4 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 A1 . 2 G5.3G5.3G5.3G5.3G5.3G5.3G5.3G5.3G5.3G5.3 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 G5.1 SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:08:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.115 CONSTRUCTION PLAN - LEVEL 15 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 151 17 VERTICAL SMOKE CURTAIN AT ELEVATOR (SMOKE GUARD MODEL 400 SERIES) ELEVATOR HOISTWAY OPENING PROTECTION PER 3006.3 29 PLUMBING RISER WALL FURRING TO BE COORDINATED WITH TENANT IMPROVEMENT, SEPARATE PERMIT REVIEW AND APPROVAL. 43 FIRE SERVICE ACCESS ELEVATOR PER CBC 403.6.1 & 3007 WITH 42'' WIDE SIDE SLIDING DOORS, 3,500 LB. MINIMUM CAPACITY. REFER TO ELEVATOR DEFERRED SUBMITTAL. 55 REFER TO LANDSCAPE DRAWINGS FOR OUTDOOR AMENITY SPACE 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check D 05/10/2022 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R1.A2.101 01 R1.A2.102 01 R1.A2.103 01 R1.A2.10401 01 R1.A3.101 ________________ 01 R1.A3.102 ________________ 01 R1.A3.105 ________________01 R1.A3.106 ________________ R07 PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E MEP SPACE R17D24 ELEVATOR 03 MEP SPACE R17E16 R08 03 2' - 6" 2' - 6" 2' - 6" 27 27 28 28 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/ 4 ' ' / 1 ' - 0 ' ' 1/4'' / 1'-0'' 2' - 6" 6' - 10" 21' - 10" 111' - 2" PROPERTY LINEPROPERTY LINE R11' ________________04 R1.A5.101 ________________04 R1.A5.103 0303 03 1/ 4 ' ' / 1 ' - 0 ' ' 07 R1.A6.204 Sim 07 R1.A6.204 Sim 07 R1.A6.204 Sim 07 R1.A6.204 Sim 53 PVC ROOFING STAIR 02 ELEVATOR EQUIPMENT ROOM R102ELEVATOR 01 ELEVATOR 02 STAIR 01 ELEVATOR EQUIPMENT ROOM R106 VESTIBULE R156 VESIBULE R157 OVERRUN OVERRUN OVERRUN R112 5' - 0" 7' - 0"7' - 0" 7' - 0" SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:08:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.117 CONSTRUCTION PLAN - ROOF ACCESS 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - ROOF ACCESS2 03 ROOF DRAIN, REFER TO MEP PLANS 27 ROOFING MAINTENANCE WALKING PAD 28 EQUIPMENT SCREEN 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check C 03/07/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check SMOKE CONTROL ZONE LEGEND PASSIVE SMOKE CONTROL ZONE PRESSURIZED STAIRWELL/EXIT PASSAGEWAY PRESSURIZED VESTIBULE PARKING GARAGE SMOKE REMOVAL ZONE/OPEN PARKING GARAGE R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E R07R08 PROPERTY LINEPROPERTY LINE R11' 05 03 1/4'' / 1'-0'' PVC ROOFING PVC ROOFING 05031/4'' / 1'-0'' 01 R1.A6.211 ________________ 01 R1.A6.211 ________________ R112 05 R1.A6.204 ________________05 R1.A6.204 ________________ SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - ROOF1 SHEET NOTES GENERAL NOTES LEGEND NORTH © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:08:44 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A1.118 CONSTRUCTION PLAN - ROOF 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 03 ROOF DRAIN, REFER TO MEP PLANS 05 SCUPPER 53 EQUIPMENT SERVICE CLEARANCE REFER TO MECH 7 REFER TO SITE PLAN FOR BUILDING ADDRESS SIGNAGE. 8 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 9 ALL AREAS EXPOSED TO ROOF ABOVE TO RECEIVE CONTINUOUS ROOF INSULATION. 10 ELEVATORS TO RECEIVE IN-CAR EMERGENCY ELEVATOR COMMUNICATION SYSTEMS FOR DEAF, HARD OF HEARING AND SPEECH IMPAIRED. SYSTEMS TO BE VISUAL AND TEXT-BASED, AND VIDEO-BASED 24/7 LIVE INTERACTIVE SYSTEMS. THIS IS IN ADDITION TO THE TWO-WAY COMMUNICATION SYSTEMS REQUIRED AT THE ELEVATOR LANDINGS. REFER TO DEFERRED ELEVATOR SUBMITTAL FOR ADDITIONAL REQUIREMENTS. 1 INTERIOR LAYOUTS ARE A SEPARATE PERMIT SET AND SHOWN FOR GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE PROVIDED AS PART OF FUTURE TENANT BUILDOUT. 4 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. 5 THE INTERIOR OF THE PARKING STRUCTURE SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 6 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL U.O.N SLAB. 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check B 01/18/2022 Reissue for Plan Check F 07/11/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check WT01 WT01 WT02 WT02 WT04 WT05 WT05 WT05 WT05 WT06 WT02 WT07 WT05 WT07 WT04 WT04 WT04 WT02 WT01 WT03 WT05 WT05 WT06 WT06 WT02 WT02 WT05 WT05 WT02 WT01 WT07 WT07 WT07 SHEET NOTES GENERAL NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 5/17/2024 8:15:34 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.100 FACADE TYPE DIAGRAM 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA SCALE: FACADE TYPE DIAGRAM - SOUTH/WEST02 SCALE: FACADE TYPE DIAGRAM - NORTH/EAST01 A . REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL ASSEMBLIES AND FINISH ASSEMBLY B . REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING DETAILS 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R09 R10 R11 R12 R13 R14 R15 R16 R17 TOP ROOF WEST 183' - 6" 01 R1.A3.102 ________________01 R1.A3.105 ________________01 R1.A3.106 ________________ 16' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 6" 11' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 12' - 6" 13' - 6" ________________1 R1.A2.154 ________________1 R1.A2.153 ________________01 R1.A2.152 ________________01 R1.A2.151 01 03 03 03 04 15 20 22 22 03 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 2424 R08 R1.A6.100 06 Sim ? 31 ? 29 5' - 0"CL 39 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" R11' 20 22 22 2222 04 20 39 03 04 20 39 03 04 20 39 03 04 20 39 03 04 20 39 03 04 20 39 04 39 04 20 39 03 03 04 20 3939 03 03 04 20 3939 03 03 04 20 3939 03 03 04 20 3939 03 03 04 20 3939 03 03 04 20 3939 03 22 22 17 22 32 18 3' - 6" 23 23 23 23 15 04040404 07 16' - 0" 3' - 10" SCALE:1/8" = 1'-0" BUILDING ELEVATION NORTH01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 07 ROOFTOP CANOPY ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 17 STEEL PROFILE FASCIA ACCORDING TO DETAIL 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 23 6'' PARKING CONCRETE WALL BARRIER, REFER TO STRUCTURAL PLANS DETAIL 24 PARKING GATE 29 KNOX BOX LOCATION PER PLAN. 31 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 32 OPERABLE OVERHEAD DOOR 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:15:54 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.101 BUILDING ELEVATION NORTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RF RG RH RJ RK RL TOP ROOF WEST 183' - 6" 01 R1.A3.101 ________________ 13' - 6" 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 16' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" ________________01 R1.A2.159 ________________01 R1.A2.158 ________________01 R1.A2.157 LEVEL 01R WEST 11' - 7" 01 06 17 18 03 03 20 04 20 04 03 20 18 31 30 35 39 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" 03 03 20 04 03 20 04 03 20 04 03 20 04 03 20 04 20 04 12 04 39 39 39 39 39 39 39 03 15 2' - 8" 01 R1.A6.211 ________________ SCALE:1/8" = 1'-0" BUILDING ELEVATION WEST01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 06 GROUND LEVEL RESIDENTIAL LOBBY CANOPY ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 17 STEEL PROFILE FASCIA ACCORDING TO DETAIL 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 30 (E) FIRE HYDRANT 31 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 35 EXTERIOR ADDRESS SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:16:08 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.102 BUILDING ELEVATION WEST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check G 08/30/2022 Reissue for Plan Check LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R09R10R11R12R13R14R15R16R17 01 R1.A3.102 ________________ 01 R1.A3.105 ________________ 01 R1.A3.106 ________________ 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 16' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" ________________01 R1.A2.160 ________________01 R1.A2.161 ________________01 R1.A2.162 ________________01 R1.A2.163 01 22 12 15 18 20 04 03 R08 1804 31 36 36 36 36 39 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" R11' 01 20 3939 20 04 03 01 20 20 04 03 393939 20 04 03 20 20 04 03 393939 20 04 03 20 20 20 04 03 393939 20 04 03 20 20 04 03 393939 20 04 03 20 20 04 03 393939 20 04 03 20 20 04 03 393939 20 04 03 20 20 04 03 393939 03 15 03 3' - 6" SCALE:1/8" = 1'-0" BUILDING ELEVATION SOUTH01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 12 BRICK WALL ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 22 EXPOSED CONCRETE COLUMN 31 FIRE DEPARTMENT CONNECTION (FDC), REFER TO FIRE SPRINKER SYSTEM DRAWINGS (SEPARATE PERMIT REVIEW) 36 EXTERIOR TENANT IDENTIFICATION SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:16:23 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.103 BUILDING ELEVATION SOUTH 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RFRGRHRJRKRL TOP ROOF WEST 183' - 6" 01 R1.A3.101 ________________ 13' - 6" 12' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 16' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" ________________01 R1.A2.166 ________________01 R1.A2.167 ________________01 R1.A2.168 20 04 03 04 20 01 06 ________________ SIM 12 R1.A6.211 36 36 TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" 03 04 20 03 04 20 03 04 20 03 04 20 03 04 20 03 04 20 03 04 20 39 39 39 39 39 39 39 39 15 15 18 04 8" 3' - 10" 4' - 0" 44' - 0" 4' - 0" 16' - 0" 01 R1.A6.211 ________________ SCALE:1/8" = 1'-0" BUILDING ELEVATION EAST01 01 SHADOWBOX 03 RAILING ACCORDING TO DETAILS 04 LOUVERS ACCORDING TO DETAILS 06 GROUND LEVEL RESIDENTIAL LOBBY CANOPY ACCORDING TO DETAILS 15 FLEX FACADES PARKING GARAGE DECORATIVE FABRIC SCREEN SYSTEM. 50% OPENESS REQUIRED. 18 STOREFRONT CURTAIN WALL SOLARBAN 72 ACUITY ACCORDING TO DETAILS 20 WINDOW WALL SOLARBAN 90 CLEAR ACCORDING TO DETAILS 36 EXTERIOR TENANT IDENTIFICATION SIGNAGE UNDER SEPARATE PERMIT REVIEW AND APPROVAL 39 BALCONY SLAB EDGE EXPOSED CONCRETE TYPICAL PER EACH LEVEL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 1/8" = 1'-0" 5/17/2024 8:16:38 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt R1.A2.104 BUILDING ELEVATION EAST 07.3757.400 3rd & Broadway Residential Tower Core & Shell 301 N. Broadway, Santa Ana, CA 09/21/2021 Issue for Plan Check A 12/10/2021 Reissue for Plan Check E 06/10/2022 Reissue for Plan Check ( Smoke Control Rational Analysis ) 1GAD00076 Page B-1 of 29 I June 7, 2024 I Rev 3 CONTAMW Modeling Environment (Smoke Control Rational Analysis) Project 3rd and Broadway– Appendix B Page 1 of 20 I June 7, 2024 I Rev 3 CONTAMW MODELING ENVIRONMENT An airflow modeling tool CONTAMW developed by the National Institute of Standards and Technology (NIST) was used to calculate the minimum fan supply capacities required for the active (i.e., stair pressurization and floor zoned smoke control) and passive smoke control of Project 3rd and Broadway. CONTAMW modeling tool is a multizone indoor air quality and ventilation analysis computer program that incorporates necessary fluid mechanics equations to help solve varying physical and mechanical conditions in different portions of a building. Currently, CONTAMW is extensively used worldwide for smoke control system design of high-rise buildings. Legend: Vestibules of Residential Stairs 1 and 2 and Hotel Stairs 1 and 2 (Active smoke zones, positive pressurization) Residential Stairs 1 and 2 and Hotel Stairs 1 and 2(Active smoke zones, positive pressurization) Passive Smoke Zones (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 2 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 1 . Le v e l B (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 3 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 2. Le v e l 1 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 4 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 3 . Le v e l 2 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 5 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 4 . Le v e l 3 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 6 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 5. L e v e l 4 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 7 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 6 . L e v e l 5 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 8 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 7. L e v e l 6 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 9 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 8. L e v e l 7 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 10 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 9 . L e v e l 8 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 11 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 1 0. L e v e l 9 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 12 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 11. L e v e l 10 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 13 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 1 2. L e v e l 11 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 14 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 1 3 . L e v e l 12 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 15 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 14 . L e v e l 13 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 16 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 1 5 . L e v e l 1 4 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 17 of 20 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 1 6 . L e v e l 1 5 (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 18 of 19 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 1 7 . Lo w R o o f (Sm o k e C o n t r o l R a t i o n a l A n a l y s i s ) Pr o j e c t 3rd an d B r o a d w a y – Ap p e n d i x B Pa g e 19 of 19 I Ma y 2 9 , 2 0 2 4 I Re v 3 Fi g u r e 1 8 . Hi g h R o o f ( Smoke Control Rational Analysis ) 1GAD00076 Page C-1 of 29 I June 7, 2024 I Rev 3 CONTAMW Modeling Stack Effect Analysis (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix C Page C-1 of C-4 I June 7, 2024 I Rev 3 Contamw Modeling Stack Effect Analysis Results All exterior operable windows and doors are assumed located in a closed position, except for relief vents used for the stair pressurization. All pressure differences are measured in inch water column (in. H2O). RESIDENTIAL SUMMER Outdoor Temperature = 92.1 OF Indoor Temperature = 68 OF Wind Speed = 0.0 miles per hour (mph) 1 - Door to Exterior (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix C Page C-2 of C-4 I June 7, 2024 I Rev 3 RESIDENTIAL WINTER Outdoor Temperature = 40.3 OF Indoor Temperature = 68 OF Wind Speed = 0.0 miles per hour (mph) 1 - Door to Exterior (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix C Page C-3 of C-4 I June 7, 2024 I Rev 3 HOTEL SUMMER Outdoor Temperature = 92.1 OF Indoor Temperature = 68 OF Wind Speed = 0.0 miles per hour (mph) 1 - Door to Exterior 2 - Stair Vestibule to Fire Pump Vestibule Level Stair-to-Vest Stair-to-Vest Roof 0.010 0.040 0.003 0.023 9 0.003 0.008 0.000 0.007 8 0.002 0.006 0.000 0.005 7 0.001 0.003 0.000 0.003 6 0.001 0.002 0.000 0.002 5 0.000 0.000 0.000 0.001 4 0.000 -0.002 0.000 -0.001 3 -0.002 -0.009 0.000 -0.005 2 -0.001 -0.005 0.000 -0.004 1 -0.001 -0.005 0.001 -0.006 0.000 -0.023 B -0.009 -0.026 0.000 -0.019 0.001 0.001 0.000 -0.001 -0.017 -0.006 -0.003 Vest-to-Floor 0.028 0.004 0.003 Vest-to-Floor Winter Stair 4 Stair 5 (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix C Page C-4 of C-4 I June 7, 2024 I Rev 3 HOTEL WINTER Outdoor Temperature = 40.3 OF Indoor Temperature = 68 OF Wind Speed = 0.0 miles per hour (mph) 1 - Door to Exterior 2 - Stair Vestibule to Fire Pump Vestibule Level Stair-to-Vest Stair-to-Vest Roof -0.006 -0.024 0.002 -0.014 9 -0.001 -0.003 0.000 -0.004 8 -0.001 -0.002 0.000 -0.002 7 0.000 0.000 0.000 -0.001 6 0.000 0.001 0.000 0.000 5 0.001 0.002 0.000 0.001 4 0.001 0.004 0.000 0.002 3 0.003 0.010 0.000 0.006 2 0.001 0.005 0.000 0.003 1 0.001 0.005 -0.001 0.006 0.002 0.030 B -0.007 -0.018 0.000 -0.014 0.001 0.001 0.000 0.006 0.002 -0.013 -0.002 -0.001 Vest-to-Floor Vest-to-Floor -0.018 -0.002 Summer Stair 4 Stair 5 ( Smoke Control Rational Analysis ) 1GAD00076 Page D-1 of 29 I June 7, 2024 I Rev 3 CONTAMW Modeling Smoke Control Analysis Results (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-1 of D-10 I June 7, 2024 I Rev 3 Contamw Stair Pressurization Modeling Analysis Results All exterior operable windows and doors are assumed located in a closed position, except for relief vents used for the stair pressurization. All pressure differences are measured in inch water column (in. H2O). SUMMER WITHOUT WIND EFFECT - RESIDENT IAL Outdoor Temperature = 92.1 OF Indoor Temperature = 68 OF Wind Speed = 0.0 miles per hour (mph) 1 - Door to Exterior (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-2 of D-10 I June 7, 2024 I Rev 3 SUMMER WITH WIND EFFECT - RESIDENTIAL Outdoor Temperature = 92.1 OF Indoor Temperature = 68 OF Wind Speed = 14.4 miles per hour (mph) 1 - Door to Exterior (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-3 of D-10 I June 7, 2024 I Rev 3 WINTER WITHOUT WIND EFFECT - RESIDENTIAL Outdoor Temperature = 40.3 OF Indoor Temperature = 68 OF Wind Speed = 0.0 miles per hour (mph) 1 - Door to Exterior (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-4 of D-10 I June 7, 2024 I Rev 3 WINTER WITH WIND EFFECT - RESIDENTIAL Outdoor Temperature = 40.3 OF Indoor Temperature = 68 OF Wind Speed = 14.4 miles per hour (mph) 1 - Door to Exterior (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-5 of D-10 I June 7, 2024 I Rev 3 SUMMER WITHOUT WIND EFFECT - HOTEL Outdoor Temperature = 92.1 OF Indoor Temperature = 68 OF Wind Speed = 0.0 miles per hour (mph) 1 - Door to Exterior Level Stair-to-Vest Stair-to-Vest Roof 0.110 0.112 0.084 0.115 9 0.104 0.100 0.086 0.113 8 0.105 0.101 0.086 0.115 7 0.106 0.102 0.087 0.116 6 0.106 0.103 0.087 0.117 5 0.107 0.104 0.087 0.118 4 0.107 0.104 0.087 0.119 3 0.117 0.114 0.098 0.127 2 0.108 0.103 0.089 0.120 1 0.116 0.095 0.095 0.149 0.077 0.162 1 B 0.101 0.091 0.089 0.111 0.108 0.108 0.108 0.120 0.106 0.108 0.108 0.108 Summer Hotel North Stair Hotel South Stair Vest-to-Floor Vest-to-Floor 0.096 0.124 (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-6 of D-10 I June 7, 2024 I Rev 3 SUMMER WITH WIND EFFECT - HOTEL Outdoor Temperature = 92.1 OF Indoor Temperature = 68 OF Wind Speed = 14.4 miles per hour (mph) 1 - Door to Exterior Level Stair-to-Vest Stair-to-Vest Roof 0.107 0.105 0.086 0.111 9 0.104 0.100 0.086 0.113 8 0.105 0.101 0.086 0.115 7 0.106 0.102 0.087 0.116 6 0.106 0.103 0.087 0.117 5 0.106 0.103 0.087 0.118 4 0.107 0.104 0.087 0.119 3 0.117 0.114 0.098 0.127 2 0.108 0.104 0.089 0.119 1 0.116 0.094 0.094 0.151 0.071 0.173 1 B 0.103 0.094 0.089 0.112 0.105 0.105 0.105 Summer with Wind Vest-to-Floor Hotel North Stair Hotel South Stair Vest-to-Floor 0.115 0.105 0.097 0.105 0.105 0.117 0.105 (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-7 of D-10 I June 7, 2024 I Rev 3 WINTER WITHOUT WIND EFFECT - HOTEL Outdoor Temperature = 40.3 OF Indoor Temperature = 68 OF Wind Speed = 0.0 miles per hour (mph) 1 - Door to Exterior Level Stair-to-Vest Stair-to-Vest Roof 0.133 0.080 0.166 0.151 9 0.106 0.083 0.106 0.124 8 0.105 0.085 0.104 0.122 7 0.105 0.086 0.102 0.120 6 0.105 0.086 0.102 0.119 5 0.105 0.086 0.101 0.118 4 0.109 0.087 0.100 0.117 3 0.109 0.093 0.103 0.118 2 0.105 0.089 0.098 0.116 1 0.112 0.091 0.091 0.127 0.094 0.108 1 B 0.102 0.088 0.094 0.114 Winter Hotel North Stair Hotel South Stair Vest-to-Floor Vest-to-Floor 0.168 0.108 0.107 0.107 0.106 0.107 0.099 0.107 0.113 0.105 (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-8 of D-10 I June 7, 2024 I Rev 3 WINTER WITH WIND EFFECT - HOTEL Outdoor Temperature = 40.3 OF Indoor Temperature = 68 OF Wind Speed = 14.4 miles per hour (mph) 1 - Door to Exterior Level Stair-to-Vest Stair-to-Vest Roof 0.133 0.166 0.081 0.152 9 0.106 0.106 0.083 0.124 8 0.106 0.105 0.084 0.122 7 0.105 0.103 0.085 0.120 6 0.105 0.103 0.086 0.119 5 0.105 0.102 0.086 0.118 4 0.105 0.100 0.087 0.117 3 0.108 0.101 0.094 0.116 2 0.105 0.097 0.089 0.115 1 0.112 0.091 0.091 0.128 0.092 0.112 1 B 0.102 0.093 0.088 0.113 Winter with Wind Hotel North Stair Hotel South Stair Vest-to-Floor Vest-to-Floor 0.167 1 0.106 0.107 0.106 0.106 0.106 0.098 0.106 0.110 0.104 (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-9 of D-10 I June 7, 2024 I Rev 3 Contamw Modeling Assumptions LEAKAGE RATES Because of improved construction techniques most new buildings are best characterized by “tight” leakage factors. However, to remain conservative in the smoke control pressurization analysis, “average” leakage factors are assumed for use in the calculations. The following leakage factors are used to characterize the structure: Table D.1 – Leakage Area Ratios1 Construction Element Tightness Leakage Area Ratio Exterior Building Walls Loose 0.321x10-3 Stairwell Walls Loose 0.17x10-3 Interior Building Walls Loose 0.17x10-3 Shaft Walls Loose 0.84x10-3 Floors Average 0.52x10-4 “Loose” values have been assumed for all elevator doors. Corridor and stair doors have been assumed to be of average construction. Table D.2 – Opening Leakage Areas Construction Element Tightness Flow Area Elevator Doors (Closed Position) Average 0.60 sq. ft. Elevator Doors (Open Position) Average 6.00 sq. ft. Stair, Lobby Doors (3’x7’ at Closed Position) Average 0.26 sq. ft. INDOOR TEMPERATURES An HVAC system is typically designed to maintain indoor temperatures of 68ºF. To make the computer airflow modeling analysis as realistic as possible, indoor temperatures of 68ºF have been assumed for this project. CLIMATE DATA Temperature and wind data for the Los Angeles Airport area are obtained from the 2009 ASHRAE Handbook – Fundamentals, Chapter 14, Climatic Design Information for the inputs into the CONTAMW numerical model. + It is suggested in the NFPA 92 – 2015 edition Section A 4.4.1 that 99.6% heating dry-bulb temperature and 0.4% cooling dry-bulb temperature be used as the winter and summer smoke control system design conditions, respectively. + The temperature values in the Tustin MCAF area are 93.5 F and 38.9 F, which were used as inputs to CONTAMW to predict climatic temperature effects. + It is suggested in the NFPA 92 – 2015 edition Section A 4.4.1 that the 1% extreme wind speed be used for smoke control system design conditions. + The 1% extreme wind speed in the Tustin MCAF area is 17.0 mph, and prevailing wind direction is 240º in summer and 70º in winter (North = 0º and East = 90º). (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix D Page D-10 of D-10 I June 7, 2024 I Rev 3 CONTAMW ASSUMPTION CONTAMW is a powerful tool that models airflow and contaminant dispersal in buildings. The National Institute of Standards and Technology (NIST) developed the computer model and incorporated necessary fluid mechanics equations to help solve varying physical and mechanical conditions in different portions of a building. CONTAMW users achieve this by assigning flow networks depicting the building elements and utilizing flow areas across smoke barriers. It is important to realize tha t this tool implements mathematical relationships to model airflow and contaminant related phenomenon and therefore incorporates assumptions that simplify the model from real world phenomena. + Well-mixed zones – This assumption refers to the treatment of each zone as a single node, wherein the air has uniform (well-mixed) temperature, pressure and containment concentrations. + Thermal effects – The model does not address heat transfer phenomena. The temperatures in all zones are assumed constant, as set by the user. + Airflow paths – The airflow paths are represented by nonlinear mathematical models relating the flow through the path to the pressure drop across the path. + Quasi-steady airflows – The mass of air in the model are not allowed to vary over time because zone temperatures are constant and the variation of mass due to transient pressure is generally small. + It should be noted that the CONTAMW-model is not required to follow the exact layout of the building, but a graphically representative model is helpful in working with the model and in examining the results of the analysis. Additionally, the interior walls within any given residential units are not present in the model because of their significantly higher leakage rates and because the doors inside the units can be assumed as open. Refer to The CONTAMW user’s manual for additional information related to these assumptions. ( Smoke Control Rational Analysis ) 1GAD00076 Page E-2 of 29 I June 7, 2024 I Rev 3 Door Opening Force Calculations (Smoke Control Rational Analysis) Project 3rd and Broadway – Appendix E Page 1 of 1 I June 7, 2024 I Rev 3 DOOR OPENING FORCE CALCULATIONS Door opening forces were determined using Equation 9-1 of the 2016 CBC Section 909.6.2 and Equation 4.18 in the “Principles of Smoke Management” Handbook1 written by John Klote and James Milke. )(2 dW KWAPFFR−+=  AWK dWFFPR )( 2 )(−−= Where F= door opening force, lbs FR= force to overcome the door closer, lbs K= coefficient, 5.2 W= door width, ft A= door area, ft2 P= pressure difference across door, in. H2O d= distance from the doorknob to the back side of the door, ft Assuming a minimum door closer force of 5 pounds and a maximum allowable door opening force of 15 pounds, the equation can be rearranged to find the maximum allowable pressure differential for a 7 foot by 3 foot door are as follows: 7 foot by 3 foot door P = (15lbs- 5lbs) x [2 x (3ft –0.2083ft)] (5.2) x (3ft) x (21ft2) P = 0.17 in. H2O 1 Klote J.H., and Milke, J.A., “Principles of Smoke Management” American Society of Heating, Refrigerating and Air-conditioning Engineers, Inc., 2002. ( Smoke Control Rational Analysis ) 1GAD00076 Page F-1 of 29 I June 7, 2024 I Rev 3 Smoke Control Performance Sequence of Operations Floor or Zone in Alarm 1, 2 Basement Garage Smoke Exhaust Dampers 3, 6 Basement Garage Makeup Air Supply Dampers 3, 6 Other Shaft Dampers for Entire Building 3, 6 Other Automatic Dampers for Entire Building 4, 6 Elevator Lobby Doors for Entire Building 6 Automatic Doors for Entire Building 6 Residential Stair 1 Press. Fan 3 Residential Stair 2 Press. Fan 3 Hotel Stair 1 Press. Fan 3 Hotel Stair 2 Press. Fan 3 Basement Garage Smoke Exhaust Fans 3 ROOF CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON N/A N/A NORMAL 15 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON N/A N/A NORMAL 14 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON N/A N/A NORMAL 13 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON N/A N/A NORMAL 12 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON N/A N/A NORMAL 11 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON N/A N/A NORMAL 10 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON NORMAL 9 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON NORMAL 8 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON 7 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON 6 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON 5 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON 4 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON 3 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON 2 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON 1 CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON BASEMENT CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED ON ON ON ON ON Clarification / Definitions: "Normal" - The listed equipment or component does serve that zone or has a relationship to that zone, however, its function is unaltered by zone activation. All other non-smoke control related code requirements still apply to the listed equipment or component. "N/A" - The component or equipment listed neither serves that floor nor has any interrelationship with that floor. Therefore in fire mode the operation of the listed shall remain in its steady-state mode of operation. Activation of any fire alarm initiating device on a floor will close dampers and elevator lobby doors throughout the entire building. Footnotes: 1 Activation by any fire alarm initiating device. 2 Manual activation at firefighter control panel. 3 Monitored dampers and fans. 4 Non-monitored dampers (fail closed) and fans (fail off). 5 Fail open. 6 Fail closed. APPENDIX F - Smoke Control Sequence of Operations June 7, 2024 SMOKE CONTROL RATIONAL ANALYSIS 3rd & BROADWAY, SANTA ANA, CALIFORNIA Doors FansDampers ( Smoke Control Rational Analysis ) 1GAD00076 Page G-2 of 29 I June 7, 2024 I Rev 3 Fire Master Plan L I C E N S E N O . E X P . D A T E AR C H I T E C T : OR A N G E C O U N T Y F I R E A U T H O R I T Y CO M M U N I T Y R I S K R E D U C T I O N - P L A N N I N G A N D D E V E L O P M E N T S E C T I O N CH E C K E D : DA T E : SC A L E : 4 3 2 1 NO . DA T E DE S I G N E D : DR A W N : 7 6 5 SHEET SERVICE REQUEST NUMBER 1 FIRE MASTER PLAN ORANGE COUNTY FIRE AUTHORITY VICINITY MAP OCFA STAMP <INSERT LOCATION MAP THAT INCLUDES MAJOR CROSS STREETS PROVIDING SITE ACCESS> O C F A R E V I E W A N D I N S P E C T I O N S ( O C F A U S E O N L Y ) NO O C F A R E V I E W R E Q U I R E D PL A N R E V I E W O N L Y PL A N R E V I E W A N D I N S P E C T I O N OCFA STANDARD FIRE MASTER PLAN NOTES RE V I S E D 6 / 2 / 2 0 2 0 J A H PROJECT SITE N Gates do not cross fire apparatus access roadways. 12/31/2312/31/25 DYH LIMIT OF PODIUM LIMIT OF PODIUM LIMIT OF PODIUM 05 05 04 01 03 03 03 02 02 05 01 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' FACP FACP 150 FEET (150 FEET MAX) 131 FEET (150 FEET MAX) KB KB KB FDC FDC 52 FEET 92 FEET 196 FEET 78 FEET 146 FEET 184 FEET FDC FDC 150 FEET CE N T E R L I N E O F S T R E E T CENTERLINE OF STREET 149 FEET (150 FEET MAX) 22'-0" 26'-10" 22'-1 1/2" 20 ' - 0 " 26 ' - 6 " 26 ' - 5 " 26 ' - 6 " 15 ' - 0 " 15 ' - 0 " 25 ' - 8 1 / 2 " 40'-11" 30 ' - 7 " 30 ' - 9 " 31 ' - 0 " 20'-2 1/2" 36'-0" 37 ' - 2 " 40'-9 1/2" 20 ' - 6 " 20 ' - 5 " 20 ' - 0 " 35 ' - 1 1 " 22'-0" 22 ' - 4 " 96'-2" 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 5' - 6 " 5' - 6 " 15 ' - 0 " 36 ' - 1 " 35 ' - 1 0 " FIRE CONTROL ROOM FIRE CONTROL ROOM LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 EXISTING EXTERIOR WALKWAY TO BE DEMOLISHED 15' NO BUILD ZONE 15' NO BUILD ZONE EXTERIOR UTILITY YARD (E)HYDRANT AT 3RD AND MAIN CORNER FIRE PUMP ROOM 15' NO BUILD ZONE LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 RADIUS=20 FEET RADIUS = 20 FEET HIGH RISE >75' TO HIGHEST OCCUPIABLE FLOOR HIGH RISE >75' TO HIGHEST OCCUPIABLE FLOOR Premises ID #333 Premises ID #301 ELECTRIC GATES ELECTRIC GATES ELECTRIC GATE ELECTRIC GATE 16' x 75' laddering and FDC staging area 16' x 75' laddering and FDC staging area 16' x 75' laddering and FDC staging area 10' x 50' fire command center staging area RADIUS = 20 FEET H1.LS1.001 FIRE MASTER PLAN SCALE: FIRE MASTER PLAN01 LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2021 SYMBOL LEGEND 1/16" = 1'-0" 07.3757.000 3rd & Broadway SCALE: 1/16" = 1'-0"01 FIRE DEPARTMENT ACCESS POINT FIRE DEPARTMENT HOSE PULL LENGTH (MAXIMUM 150 FEET) FIRE DEPARTMENT ACCESS LANE FIRE ALARM CONTROL PANELFACP 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com 01/25/2022 Reissue For OCFA Plan Check Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA FIRE HYDRANT KB KNOW BOX FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT HOSE LAY IMAGINARY LOT LINE FIRE DEPARTMENT VEHICLE STAGING AREA FIRE DEPARTMENT ACCESS LANE WITH FIRE LANE IDENTIFICATION - RED CURBS (SEE ATTACHMENT 9) 03/08/2022 Reissue For OCFA Plan Check #2 04/19/2022 Reissue For OCFA Plan Check #2 333 N. Sycamore St., Santa Ana, CA ALLOWABLE AREA CBC 2019 SECTION 508.4.3 CBC TABLE 506.2 UNLIMITED 206,252 SF ALLOWABLE NUMBER OF STORIES CBC 2019 SECTION 508.4.3 CBC TABLE 504.4 UNLIMITED 10 STORIES ALLOWABLE BUILDING HEIGHT CBC 2019 SECTION 508.4.3 CBC TABLE 504.3 UNLIMITED 133'-7' TYPE 1A, R, S-2 ALLOWED PROPOSED NOTES CODE ANALYSIS 260,242 SF 12/31/25 H1.LS1.002 BUILDING ADJACENCY ANALYSIS © Gensler Project Name Project Number Description Scale Seal / Signature 2021 1/16" = 1'-0" 07.3757.000 3rd & Broadway 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com 01/25/2022 Reissue For OCFA Plan Check Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 03/08/2022 Reissue For OCFA Plan Check #2 04/19/2022 Reissue For OCFA Plan Check #2 333 N. Sycamore St., Santa Ana, CA 12/31/25 L I C E N S E N O . E X P . D A T E AR C H I T E C T : OR A N G E C O U N T Y F I R E A U T H O R I T Y CO M M U N I T Y R I S K R E D U C T I O N - P L A N N I N G A N D D E V E L O P M E N T S E C T I O N CH E C K E D : DA T E : SC A L E : 4 3 2 1 NO . DA T E DE S I G N E D : DR A W N : 7 6 5 SHEET SERVICE REQUEST NUMBER 1 FIRE MASTER PLAN ORANGE COUNTY FIRE AUTHORITY VICINITY MAP OCFA STAMP <INSERT LOCATION MAP THAT INCLUDES MAJOR CROSS STREETS PROVIDING SITE ACCESS> O C F A R E V I E W A N D I N S P E C T I O N S ( O C F A U S E O N L Y ) NO O C F A R E V I E W R E Q U I R E D PL A N R E V I E W O N L Y PL A N R E V I E W A N D I N S P E C T I O N OCFA STANDARD FIRE MASTER PLAN NOTES RE V I S E D 6 / 2 / 2 0 2 0 J A H PROJECT SITE N Gates do not cross fire apparatus access roadways. 12/31/2312/31/25 DYH LIMIT OF PODIUM LIMIT OF PODIUM LIMIT OF PODIUM 05 05 04 01 03 03 03 02 02 05 01 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' FACP FACP 150 FEET (150 FEET MAX) 131 FEET (150 FEET MAX) KB KB KB FDC FDC 52 FEET 92 FEET 196 FEET 78 FEET 146 FEET 184 FEET FDC FDC 150 FEET CE N T E R L I N E O F S T R E E T CENTERLINE OF STREET 149 FEET (150 FEET MAX) 22'-0" 26'-10" 22'-1 1/2" 20 ' - 0 " 26 ' - 6 " 26 ' - 5 " 26 ' - 6 " 15 ' - 0 " 15 ' - 0 " 25 ' - 8 1 / 2 " 40'-11" 30 ' - 7 " 30 ' - 9 " 31 ' - 0 " 20'-2 1/2" 36'-0" 37 ' - 2 " 40'-9 1/2" 20 ' - 6 " 20 ' - 5 " 20 ' - 0 " 35 ' - 1 1 " 22'-0" 22 ' - 4 " 96'-2" 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 5' - 6 " 5' - 6 " 15 ' - 0 " 36 ' - 1 " 35 ' - 1 0 " FIRE CONTROL ROOM FIRE CONTROL ROOM LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 EXISTING EXTERIOR WALKWAY TO BE DEMOLISHED 15' NO BUILD ZONE 15' NO BUILD ZONE EXTERIOR UTILITY YARD (E)HYDRANT AT 3RD AND MAIN CORNER FIRE PUMP ROOM 15' NO BUILD ZONE LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 LINE USED TO MEASURE FIRE SEPARATION DISTANCE. SEE BUILDING ADJACENCY ANALYSIS LETTER ON SHEET LS1.002 RADIUS=20 FEET RADIUS = 20 FEET HIGH RISE >75' TO HIGHEST OCCUPIABLE FLOOR HIGH RISE >75' TO HIGHEST OCCUPIABLE FLOOR Premises ID #333 Premises ID #301 ELECTRIC GATES ELECTRIC GATES ELECTRIC GATE ELECTRIC GATE 16' x 75' laddering and FDC staging area 16' x 75' laddering and FDC staging area 16' x 75' laddering and FDC staging area 10' x 50' fire command center staging area RADIUS = 20 FEET R1.LS1.001 FIRE MASTER PLAN SCALE: FIRE MASTER PLAN01 LEGEND © Gensler Project Name Project Number Description Scale Seal / Signature 2021 SYMBOL LEGEND 1/16" = 1'-0" 07.3757.000 3rd & Broadway SCALE: 1/16" = 1'-0"01 FIRE DEPARTMENT ACCESS POINT FIRE DEPARTMENT HOSE PULL LENGTH (MAXIMUM 150 FEET) FIRE DEPARTMENT ACCESS LANE FIRE ALARM CONTROL PANELFACP 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com 01/25/2022 Reissue For OCFA Plan Check Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA FIRE HYDRANT KB KNOW BOX FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT HOSE LAY IMAGINARY LOT LINE FIRE DEPARTMENT VEHICLE STAGING AREA FIRE DEPARTMENT ACCESS LANE WITH FIRE LANE IDENTIFICATION - RED CURBS (SEE ATTACHMENT 9) 03/08/2022 Reissue For OCFA Plan Check #2 04/19/2022 Reissue For OCFA Plan Check #2 301 N. Broadway, Santa Ana, CA 12/31/25 R1.LS1.002 BUILDING ADJACENCY ANALYSIS © Gensler Project Name Project Number Description Scale Seal / Signature 2021 1/16" = 1'-0" 07.3757.000 3rd & Broadway 2099 South State College Blvd Suite 540 Anaheim, CA 92806-6142 O: 714-450-1700 | F: 714-450-1701 www.jensenhughes.com 01/25/2022 Reissue For OCFA Plan Check Date Description Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 03/08/2022 Reissue For OCFA Plan Check #2 04/19/2022 Reissue For OCFA Plan Check #2 333 N. Sycamore St., Santa Ana, CA 12/31/25 ABBREVIATIONS ELECTRICAL DRAWING LIST ELECTRICAL LEGEND DESCRIPTIONSYMBOL LIGHTING DESCRIPTIONSYMBOL SWITCHING CONTROLS DESCRIPTIONSYMBOL DISTRIBUTION & EQUIPMENT DESCRIPTIONSYMBOL POWER DEVICES DESCRIPTIONSYMBOL WIRING DESCRIPTIONSYMBOL GROUNDING SYSTEM DESCRIPTIONSYMBOL DIAGRAMS DESCRIPTIONSYMBOL REFERENCE SYMBOLS ELECTRICAL EQUIPMENT NAMING CONVENTION LEGEND RECESSED 2X4 LUMINAIRE SURFACE MOUNTED 2X4 LUMINAIRE RECESSED 1X4 LUMINAIRE SURFACE MOUNTED 1X4 LUMINAIRE RECESSED 2X2 LUMINAIRE SURFACE MOUNTED 2X2 LUMINAIRE SHADING OF ANY LUMINAIRE INDICATES CONNECTION TO ALTERNATE POWER SOURCE (EMERGENCY, UPS, STANDBY, ETC.) PER CIRCUITING INDICATED SUSPENDED LINEAR LUMINAIRE (SIZE VARIES) WALL MOUNTED LINEAR LUMINAIRE (SIZE VARIES) SUSPENDED PENDANT LUMINAIRE (SIZE VARIES) RECESSED DOWNLIGHT, CEILING MOUNTED SURFACE DOWNLIGHT, CEILING MOUNTED RECESSED WALLWASH SURFACE WALLWASH RECESSED LINEAR WALLWASH SURFACE LINEAR WALLWASH RECESSED WALL MOUNTED LUMINAIRE TRACK LIGHTING WITH HEADS AS INDICATED. RECESSED CEILING ADJUSTABLE POINT SOURCE SURFACE CEILING ADJUSTABLE POINT SOURCE WALL MOUNTED LUMINAIRE WALL MOUNTED DIRECTIONAL (SIZE VARIES) FLUORESCENT STRIPLIGHT - POWER FEED SECTION, FEED THROUGH SECTION. LENGTH AS SHOWN. WALL MOUNTED FLUORESCENT STRIPLIGHT UNDERCABINET FLUORESCENT STRIPLIGHT CONTINUOUS LINEAR SOURCE (LED, COLD CATHODE, NEON, FIBER OPTIC, ETC...) BATTERY POWER EMERGENCY UNIT EQUIPMENT (SEE LUMINAIRE SCHEDULE FOR QUANTITY OF HEADS) - WALL, CEILING MOUNTED. ILLUMINATED EXIT SIGN, SHADED QUADRANT INDICATES FACES, ARROWS AS SHOWN BOLLARD POLE MOUNTED LUMINAIRE- SINGLE OR DUAL HEAD INDICATES ROTATED OPTICS POST TOP MOUNTED LUMINAIRE IN-GRADE POINT SOURCE GARAGE LIGHTING LUMINAIRE WITH CUTOFF LOUVERS LUMINAIRE MARKING CONVENTION LEGEND: HA = LUMINAIRE TYPE IDENTIFICATION. SEE LUMINAIRE SCHEDULE. 3c = CIRCUIT NUMBER VIA LOCAL SWITCH (LOWERCASE LETTER) THAT SERVES THE LUMINAIRE. 3A = CIRCUIT NUMBER/UPPERCASE LETTER COMBINATION INDICATES LOW VOLTAGE RELAY OR LIGHTING CONTACTOR THAT SERVES THE LUMINAIRE WW DIRECTION WW DIRECTION 3c 3A HA HA SINGLE POLE SWITCH (SUPERSCRIPT DENOTES SIMILARLY MARKED LUMINAIRES CONTROLLED TOGETHER) TWO POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH KEY OPERATED SWITCH DIMMER SWITCH. NUMBER INDICATES WATTAGE RATING. IF NOT SHOWN THEN EQUAL TO LOAD. DIMMER SWITCH UNDER SEPARATE COVERPLATE SWITCH WITH PILOT LIGHT (PILOT IS "ON WHEN SWITCH IS "ON"). SWITCH WITH PILOT LIGHT (PILOT IS "ON WHEN SWITCH IS "OFF"). TIMER SWITCH LOW VOLTAGE MOMENTARY CONTACT SWITCH, UPPER CASE LETTER SUPERSCRIPT INDICATES CONNECTION TO LOW VOLTAGE ROOM CONTROLLER CONTROLLING SIMILARLY MARKED LUMINAIRES. WEATHERPROOF SWITCH LINE VOLTAGE, VARIABLE SPEED FAN CONTROL SWITCH. LOCATE ADJACENT TO ADJACENT TO LIGHT SWITCHES. MOTOR-RATED THERMAL OVERLOAD SWITCH LIGHTING CONTROL OVERRIDE SWITCH. NUMBER = ZONE CONTROLLED PHOTOCELL EQUIPMENT OPERATOR PUSH BUTTON STATION. PROVIDED WITH EQUIPMENT, INSTALLED AND CONNECTED BY ELECTRICAL, UON. PUSHBUTTON OR PUSHBUTTONS. TIME CLOCK OCCUPANCY SENSOR - WALL MOUNTED 360 DEGREE OCCUPANCY SENSOR - CEILING MTD. 180 DEGREE OCCUPANCY SENSOR - CEILING MTD. CORRIDOR/AISLE OCCUPANCY SENSOR - CEILING MOUNTED COMBINATION OCCUPANCY SENSOR & SWITCH GANGED UNDER A COMMON COVER PLATE. OCCUPANCY SENSOR TO CONTROL ALL LUMINAIRES IN ROOM WITH 1/2 LIGHT REDUCTION CONTROLLED BY SWITCH. THERMOSTAT - WALL, CEILING. EMERGENCY POWER OFF, HEAVY-DUTY, OIL-TIGHT RED MUSHROOM-HEAD PUSHBUTTON WITH GUARD. LIGHTING CONTROL PANEL AND ASSOCIATED COMPONENTS. PROVIDE CONTROL POWER AS REQUIRED OR AS INDICATED. BRANCH CIRCUIT PANELBOARDS, SURFACE AND RECESS MOUNTED MOTOR CONTROL CENTER WITH CODE CLEARANCES SHOWN, DASHED EQUIP. = FUTURE TRANSFORMER WITH CODE CLEARANCES SHOWN SERVICE AND/OR DISTRIBUTION EQUIPMENT WITH CODE CLEARANCES SHOWN CONNECTION TO MOTOR PROVIDED BY OTHERS CONNECTION TO VARIABLE FREQUENCY DRIVE WITH INTEGRAL DISCONNECT DISCONNECT SWITCH, SIZE AS NOTED OR IF NOT SHOWN SIZE PER CONNECTED MOTOR SIZE AND MOTOR DISCONNECT SCHEDULE FUSED DISCONNECT SWITCH, SIZE AS NOTED. SIZE FUSE PER MANUFACTURER'S RECOMMENDATIONS ENCLOSED CIRCUIT BREAKER DISCONNECT SWITCH, TRIP SIZE AS NOTED. DISCONNECT W/ MAGNETIC MOTOR STARTER (CONTROLLER) OR CONTACTOR. SIZE PER LOAD SERVED. NEMA SIZE #1 MINIMUM. MAGNETIC MOTOR STARTER (CONTROLLER) OR CONTACTOR. SIZE PER LOAD SERVED. NEMA SIZE #1 MINIMUM. CONNECTION TO EQUIPMENT PROVIDED BY OTHERS. SHADED = ON ALT. POWER SOURCE NOTED CONNECTION TO EQUIPMENT WITH INTEGRAL DISCONNECT PROVIDED BY OTHERS. SHADED = ON ALTERNATE POWER SOURCE NOTED EQUIPMENT OR TERMINAL ENCLOSURE AS NOTED, SURFACE AND RECESS MOUNTED DAMPER MOTOR BUSWAY RISER BUSWAY STAB-IN TYPE CIRCUIT BREAKER OR FUSE DISCONNECT. SIZE AS NOTED. AUTOMATIC TRANSFER SWITCH (ATS) AUTOMATIC TRANSFER SWITCH WITH MAINTENANCE BYPASS(BIATS) OVERLOADS NORMALLY CLOSED CONTACTOR OR RELAY CONTACTS NORMALLY OPEN CONTACTOR OR RELAY CONTACTS BUS DUCT BUS BAR BATTERY GENERAL RESISTOR CONNECTOR, FEMALE AND MALE RESPECTIVELY PIPE GROUND CONTACTOR COIL RELAY COIL LIGHTNING SURGE ARRESTOR D = DISTRIBUTION CLASS I = INTERMEDIATE CLASS SURGE PROTECTION DEVICE CURRENT TRANSFORMER POTENTIAL TRANSFORMER NORMALLY OPEN PUSH BUTTON NORMALLY CLOSED PUSH BUTTON FUSED VOLTAGE SENSE LEADS METER: POWER FACTOR METER: KILOWATT HOUR UTILITY CO. APPROVED SOCKET WITH METER INSTALLED. SQUARE = REMOTE MOUNTED DIGITAL METER UNIT. REFER TO SPECIFICATIONS. CURRENT TRANSFORMER SHORTING TERMINAL BLOCK. TERMINAL FOR FIELD CONNECT, SIZE & TYPE SUITABLE FOR CONDUCTOR INSTALLED. LED INDICATOR LIGHT, PUSH TO TEST, R=RED, G= GREEN, B= BLUE, Y= YELLOW, W= WHITE DELTA CONNECTION GROUNDED WYE CONNECTION CONNECTION TO GROUND CIRCUIT BREAKER, WITH TRIP & FRAME AMPERE RATING FUSED SWITCH, WITH FUSE AND SWITCH AMPERE RATING INDIVIDUALLY MOUNTED CIRCUIT BREAKER CIRCUIT BREAKER, MEDIUM VOLTAGE, DRAWOUT DRAWOUT CIRCUIT BREAKER GROUND FAULT TRIP UNIT BELL ALARM TRIP MODULE CONTACTS SHUNT TRIP UNIT, 120VAC OR VOLTAGE AS NOTED INTEGRAL AMMETER DISPLAY KEY INTERLOCK CAPACITOR, POWER FACTOR CORRECTION, SIZE IN KVAR GENERATOR FUSE, HOLDER & PULLER CONNECTION TO CHILLER SOLENOID SIMPLEX RECEPTACLE - WALL, CEILING, ON ALT. DUPLEX RECEPTACLE - WALL, CEILING, ON ALT. DOUBLE DUPLEX RECEPTACLE - WALL, CLG, ON ALT. SPECIAL PURPOSE RECEPTACLE -WALL, CEILING ON ALT. POWER; NEMA CONFIGURATION AS NOTED RECEPTACLE TYPE SHOWN -WALL -ABOVE COUNTER BACKSPLASH. SEE ARCHITECTURAL DRAWINGS. SHADED RECEPTACLES NOTED "ON ALT." ABOVE ARE CONNECTED TO ALTERNATE POWER SOURCE (EMERG., STANDBY, UPS, ETC.) PER CIRCUITING INDICATED DUPLEX RECEPTACLE - WALL - HALF SWITCHED CONTROLLED DUPLEX / DOUBLE DUPLEX RECEPTACLE COMBINATION SWITCH/DUPLEX RECEPTACLE DUPLEX RECEPTACLE - WALL - WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE TYPE SHOWN W/ WEATHERPROOF COVER AND INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE TYPE SHOWN AT SPECIAL HEIGHT WALL MOUNTED ELECTRICAL CONNECTION TO ELECTRIFIED FURNITURE. PROVIDE 8 WIRES (4 HOTS, 1 DEDICATED NEUTRAL, 1 COMMON NEUTRAL, 1 IG) NEUTRALS TO BE #10 AWG. USE LIQUID- TIGHT FLEX. CLOCK HANGER RECEPTACLE FLUSH FLOOR BOX DEVICE - DEVICE TYPE PER SYMBOLS ABOVE PEDESTAL FLOOR DEVICE - DEVICE TYPE PER SYMBOLS ABOVE POKE THRU UNIT WITH DUPLEX RECEPTACLE - FLUSH, PEDESTAL MOUNTED. POKE THRU UNIT WITH DOUBLE DUPLEX RECEPTACLE - FLUSH, PEDESTAL MOUNTED. COMBO POKE THRU UNIT WITH DUPLEX RECEPTACLE AND TELEPHONE OUTLET - FLUSH, PEDESTAL MOUNTED. MULTI-SERVICE FLOOR BOX CAST IN CONC. OR IN RAISED FLOOR - SEE ARCH DWGS; WITH RECEPTACLES & SIGNAL OUTLETS AS NOTED. POKE THRU UNIT WITH JUNCTION BOX. RACEWAY COMPONENTS RC-700 SERIES. TELE/POWER POLE, POWER POLE TELE/POWER POLE WITH WHIP CONNECTION TO ELECTRIFIED FURNITURE TWO-PIECE SURFACE METAL RACEWAY WITH RECEPTACLES AS NOTED, BACK LENGTH AS INDICATED ON THE DRAWINGS AND WITH ALL FITTINGS AS REQUIRED. TWO OR THREE COMPARTMENT SURFACE METAL RACEWAY WITH RECEPTACLES AND OUTLETS AS INDICATED, LENGTH AS INDICATED ON THE DRAWINGS. PROVIDE ALL FITTINGS AS REQUIRED. REMOTE MOUNTED LINE TO LOW-VOLTAGE FUSED TRANSFORMER. CONCEAL FROM VIEW. KEYED NOTE REFERENCE BRANCH CIRCUIT OR FEEDER TAG; REFER TO BRANCH CIRCUIT AND FEEDER SCHEDULE FOR WIRE AND CONDUIT SIZES & QUANTITY. REFER TO DETAIL ON DRAWING INDICATED ELEVATION TAG: REFER TO ELEVATION NUMBER ON DRAWING INDICATED SECTION TAG: REFER TO SECTION NUMBER ON DRAWING INDICATED KITCHEN EQUIPMENT TAG, REFER TO KITCHEN EQUIPMENT SCHEDULE MECHANICAL EQUIPMENT IDENTIFICATION TAG EQUIPMENT BY OTHERS IDENTIFICATION TAG NEW WORK WIRING CONCEALED IN FLOOR OR UNDER GRADE OR ROUTED IN CEILING SPACE OF FLOOR BELOW. EXISTING WORK TO REMAIN EXISTING RELOCATED EXISTING WORK TO BE REMOVED FUTURE WORK TELEPHONE SYSTEM CONDUIT MEDIUM VOLTAGE CONDUIT BARE GROUNDING GRID OR CONDUCTORS, UON. GROUNDING CONDUCTOR(S) ROUTED IN CODE SIZED CONDUIT, UON. STROKES INDICATE QUANTITY OF #12 AWG. CONDUCTORS, UON. NOTE: WIRING STROKES FOR 20A BRANCH CIRCUITS ARE NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL USE INFORMATION IN PANEL AND BRANCH CIRCUIT SCHEDULES TO PROVIDE REQUIRED CIRCUITING. GROUND HOT NEUTRAL HOME RUN WIRING TO INDICATED DESTINATION, 3/4"C. MIN. OR AS OTHERWISE NOTED. CONTRACTOR SHALL USE CIRCUIT SIZES NOTED IN RESPECTIVE SCHEDULES AND INFORMATION IN THE FEEDER AND BRANCH CIRCUIT SCHEDULES. CONDUIT RUN TURNED UP THROUGH FLOOR OR CEILING. CORE & FIREPROOF AS REQUIRED. CONDUIT RUN TURNED DOWN THROUGH FLOOR OR CEILING. CORE & FIREPROOF AS REQUIRED. CONDUIT STUBBED OUT AT LOCATION SHOWN. PROVIDE INSULATED BUSHING & PULLROPE. TELEPHONE/DATA SLEEVE THROUGH WALL, ABOVE CEILING. EXTEND TO ACCESSIBLE TILE CLG. BOTH SIDES. TERMINATE WITH BUSHINGS. (1) 1.25" CO UON. COORDINATE LOCATIONS WITH CABLE INSTALLER(S) PRIOR TO ROUGH-IN. BASKET TYPE CABLE TRAY WITH 90 DEGREE ELBOW SHOWN LADDER TYPE CABLE TRAY WITH 90 DEGREE ELBOW SHOWN JUNCTION BOXES, WALL, CEILING AND FLUSH FLOOR MOUNTED. 4" SQ. BOX MIN., LARGER IF REQUIRED WIRING EXTENSION POINT - CONDUIT TO MC CABLE OR MANUFACTURED WIRING SYSTEM J-BOX ABOVE ACCESSIBLE CEILINGS AREAS, OR EXTEND CONDUIT & WIRE IN EXPOSED OR "HARD" CEILING AREAS. SHADED= ON ALT. POWER SOURCE (EMERG,UPS,ETC.) PULL BOX, MIN. SIZE PER NEC., UON. UNDERFLOOR RACEWAY FLEXIBLE CONDUIT CONNECTION POWER CONNECTION TO DIV 15 FIRE/SMOKE DAMPER. REFER TO FSD CONNECTION DETAIL IF NOT SHOWN (E) EXISTING TO REMAIN (F) FUTURE (R) EXISTING TO BE REMOVED (RL) EXISTING TO BE RELOCATED AB ABOVE COUNTER BACKSPLASH ACU AIR CONDITIONING UNIT AC ALTERNATING CURRENT A, AMP AMPERES ADJ ADJACENT AF AMPERE (RATED) FUSE OR CB FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AIC EQUIPMENT SHORT CIRCUIT INTERRUPT RATING (RMS SYM. AMPS) AL ALUMINUM (ALLOY) ALC AUTOMATIC LIGHTING CONTROL AS AMPERE (RATED) SWITCH AT CIRCUIT BRKR TRIP SETTING (AMPS) ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXILIARY AWG AMERICAN WIRE GAUGE BATT BATTERY BC BARE COPPER BG BELOW GRADE BRKR CIRCUIT BREAKER C CONDUIT (CIRCULAR RACEWAY) CAB CABINET CB CIRCUIT BREAKER CFM CUBIC FEET PER MINUTE CKT CIRCUIT CLG CEILING CO CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER CU COPPER DC DIRECT CURRENT DISC DISCONNECT DIA DIAMETER DIV DIVISION DP DISTRIBUTION PANEL DPDT DOUBLE POLE DOUBLE THROW DPST DOUBLE POLE SINGLE THROW DWG DRAWING E,EMEREMERGENCY EF EXHAUST FAN EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EO ELECTRICALLY OPERATED EOL END OF LINE EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FA FIRE ALARM FAA FIRE ALARM ANNUNCIATOR FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OTHERS FC FOOT CANDLES FF FLUSH FLOOR MOUNTED FLA FULL LOAD AMPERES FLEX FLEXIBLE FPB FAN POWERED BOX FSD FIRE/SMOKE DAMPER FW FLUSH WALL MOUNTED FU FUSE GEN GENERATOR GFI GROUND FAULT CIRCUIT INTERRUPTER G,GND GROUND GRAP GENERATOR REMOTE ANNUNCIATOR PANEL GRC GALVANIZED RIGID STEEL CONDUIT HLO HANDLE LOCK-ON(OFF) HP HORSEPOWER HPF HIGH POWER FACTOR HTR HEATER HZ HERTZ (CYCLES PER SECOND) IES ILLUMINATING ENGINEERING SOCIETY IBC INDIVIDUAL BRANCH CIRCUIT ID INSIDE DIAMETER IG ISOLATED GROUND BARE GROUNDING GRID OR CONDUCTORS, UON. GROUNDING CONDUCTOR(S) ROUTED IN CODE SIZED CONDUIT, UON. GROUND GRID BOND POINT GROUND GRID BOND POINT - MECHANICAL CONNECTION GROUND GRID BOND POINT - EXOTHERMIC WELD CONNECTION GROUND BAR, SEE PLANS AND SPECIFICATIONS FOR DIMENSIONS AND REQUIREMENTS GROUND ROD LOCATION GROUND ROD IN TEST WELL LIGHTNING PROTECTION PARAPET MOUNTED AIR TERMINAL LIGHTNING PROTECTION MID ROOF MOUNTED AIR TERMINAL LIGHTNING PROTECTION AIR TERMINAL LIGHTNING PROTECTION CONDUCTOR ROUTED DOWN LIGHTNING PROTECTION BOND PLATE LIGHTNING PROTECTION BIMETAL CONNECTION ATS - AUTOMATIC TRANSFER SWITCH BIATS - BYPASS ISOLATION ATS MTS - MANUAL TRANSFER SWITCH XFR - TRANSFORMER UTX - UTILITY MAIN TRANSFORMER MCC - MOTOR CONTROL CENTER CB - ENCLOSED CIRCUIT BREAKER FSW - FUSED DISCONNECT SWITCH DSW - NON-FUSED DISCONNECT SW. A1LHXFR- A1HMMCC- DP- U L D 1 A A1SNHMSWBD- PNL-E H K 2 B TYPE LETTERS SEQ. EQUIP.DESIG. SYSTEM POWER SYSTEM VOLTAGE DESIG. ADDN'L FLOOR BLANK - NORMAL LOADS M - MAIN UTILITY SERVICE E - EMERGENCY POWER (Life Safety) S - STANDBY POWER U - UNINTERRUPTIBLE POWER (UPS) H - 480/277 VOLT L - 208/120 VOLT MV - MEDIUM VOLTAGE (1st letter) BLANK - PANEL D - DISTRIBUTION PNL S - SWITCHBOARD M - MCC B - BASEMENT/PIT 1 - FIRST FLOOR M - MEZZANINE R - ROOF Sa 2S 3S 4S KS D D PS PLS TSS S5A WPS VS TS OR1S OS OS OS OS TC PC OSS T T EPOS TX J XX 1 E4.1 2 E4.1 A M-1 CH 1 GFI WP +42" "ON ALT." C VFD F DM FC D 10 225AF 400AS 100AT 225AF SPD R C K 52 DMU KWH PF BA ST C AM M GF M STB J J J J J J J 125.4 EQUIP NAME K112 P G T MV GC HD1A L1A-1,3 PB JJ J (E) (D) (F) G GC ba NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT. REFER TO DETAILS AND NOTES FOR MOUNTING HEIGHTS. IMC INTERMEDIATE METAL CONDUIT KCMIL THOUSAND CIRCULAR MILS KN KEYED NOTE KO KNOCK OUT KW KILOWATTS KVA KILOVOLT-AMPERES LTG LIGHTING LCP LIGHTING CONTROL PANEL MAX MAXIMUM MCA MINIMUM CIRCUIT AMPERES MCB MAIN CIRCUIT BREAKER MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUGS ONLY MO MANUAL OPERATOR MTD MOUNTED MTR MOTOR N NEUTRAL (GROUNDED CONDUCTOR) NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE -,NEG NEGATIVE NEMA NATIONAL ELECTRICAL MFGR'S ASSOC. NL NIGHT LIGHT (UNSWITCHED) NO NORMALLY OPEN NTS NOT TO SCALE NP NAMEPLATE OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED ODOI OWNER FURNISHED, OWNER INSTALLED OS OCCUPANCY SENSOR P POLE PB PUSHBUTTON PH,Ø PHASE PNL PANEL +,POS POSITIVE PRI PRIMARY REQD REQUIRED RNC RIGID NON-METALLIC CONDUIT (PVC) RS RAPID START RST REMOTE STATION TRANSMITTER SAD SEE ARCHITECTURAL DRAWINGS SEC SECONDARY SN SHEET NOTE SOL SOLENOID SPD SURGE PROTECTION DEVICE SPDT SINGLE POLE DOUBLE THROW SPST SINGLE POLE SINGLE THROW SUB SUBSTATION SWBD SWITCHBOARD SWGR SWITCHGEAR TB TERMINAL BOARD TDC TIME DELAY CLOSING TDO TIME DELAY OPENING TEL TELEPHONE TYP TYPICAL UF UNDERFLOOR UG UNDERGROUND UL UNDERWRITERS LAB UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UTX UTILITY TRANSFORMER V VOLTS VA VOLT-AMPERES VFD VARIABLE FREQUENCY DRIVE W WATT W/ WITH W/O WITHOUT WP WEATHERPROOF XFR TRANSFORMER XP EXPLOSION PROOF Z ZONE ",IN INCHES ',FT FEET Ø PHASE > GREATER THAN < LESS THAN > GREATER THAN OR EQUAL TO AB S EXAMPLES/LEGEND EQUIPMENT TYPE POWER SYSTEMS VOLTAGE ADDITIONAL DESIGNATION FLOOR C C EPO (2nd letter) BLANK - NOT USED N - NORTH WING S - SOUTH WING E - EAST WING W - WEST WING K - KITCHEN P - PROCESS EQUIP. SUB - UNIT SUBSTATION SWBD - SWITCHBOARD SWGR - SWITCHGEAR DP - DISTRIBUTION PANEL PNL - BRANCH PANEL (ER) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 6/27/2025 11:57:30 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SHEET NUMBER SHEET NAME R1-E5.1 SINGLE LINE DIAGRAM - RESIDENTIAL EMERGENCY POWER R1-E5.2 SINGLE LINE DIAGRAM - RESIDENTIAL HOUSE NORMAL POWER R1-E5.3 SINGLE LINE DIAGRAM - RESIDENTIAL POWER R1-E5.4 SINGLE LINE DIAGRAM - RESIDENTIAL POWER R1-E5.5 SINGLE LINE AND VOLTAGE DROP SCHEDULES R1-E5.6 PANELBOARD SCHEDULES R1-E5.7 PANELBOARD SCHEDULES R1-E5.8 PANELBOARD SCHEDULES R1-E5.9 PANELBOARD SCHEDULES R1-E5.10 PANELBOARD SCHEDULES R1-E5.11 PANELBOARD SCHEDULES R1-E5.12 RESIDENTIAL LOAD CALCULATION TABLES R1-E6.1 ENLARGED PLANS R1-E6.2 ENLARGED PLANS R1-E6.3 ENLARGED PLANS R1-E9.1 ELECTRICAL DETAILS R1-E9.2 ELECTRICAL DETAILS R1-E9.3 ELECTRICAL DETAILS R1-E9.4 ELECTRICAL DETAILS R1-E9.5 ELECTRICAL DETAILS R1-E9.6 ELECTRICAL DETAILS R1-E9.7 ELECTRICAL DETAILS R1-E9.8 ELECTRICAL DETAILS R1-E9.9 ELECTRICAL GROUNDING RISER - WEST TOWER Grand total: 66 SHEET NUMBER SHEET NAME R1-E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS R1-E0.1 BASIS OF DESIGN R1-E0.2 LUMINAIRE SCHEDULE R1-E0.3 MECHANICAL EQUIPMENT SCHEDULE R1-E0.4 MECHANICAL EQUIPMENT SCHEDULE R1-E0.5 ENERGY CALCULATIONS R1-E0.6 ENERGY CALCULATIONS R1-E0.7 ENERGY CALCULATIONS R1-E0.8 ENERGY CALCULATIONS R1-E1.0 SITE LIGHTING PLAN R1-E2.100 LIGHTING PLAN - LEVEL P01 R1-E2.101 LIGHTING PLAN - LEVEL 01 R1-E2.102 LIGHTING PLAN - LEVEL 02 R1-E2.103 LIGHTING PLAN - LEVEL 03 R1-E2.104 LIGHTING PLAN - LEVEL 04 R1-E2.105 LIGHTING PLAN - LEVEL 05 R1-E2.106 LIGHTING PLAN - LEVEL 06 R1-E2.107 LIGHTING PLAN - LEVEL 07 R1-E2.108 LIGHTING PLAN - LEVEL 08-14 R1-E2.115 LIGHTING PLAN - LEVEL 15 R1-E2.116 LIGHTING PLAN - ROOF R1-E2.200 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL P01 R1-E2.201 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 01 R1-E2.202 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 02 R1-E2.203 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 03-05 R1-E2.206 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 06 R1-E2.207 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 07 R1-E2.208 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 08-14 R1-E2.215 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 15 R1-E2.216 LIGHTING EMERGENCY PHOTOMETRIC PLAN - ROOF R1-E3.100 POWER AND SIGNAL PLAN - LEVEL P01 R1-E3.101 POWER AND SIGNAL PLAN - LEVEL 01 R1-E3.102 POWER AND SIGNAL PLAN - LEVEL 02 R1-E3.103 POWER AND SIGNAL PLAN - LEVEL 03 R1-E3.104 POWER AND SIGNAL PLAN - LEVEL 04 R1-E3.105 POWER AND SIGNAL PLAN - LEVEL 05 R1-E3.106 POWER AND SIGNAL PLAN - LEVEL 06 R1-E3.107 POWER AND SIGNAL PLAN - LEVEL 07 R1-E3.108 POWER AND SIGNAL PLAN - LEVEL 08-14 R1-E3.115 POWER AND SIGNAL PLAN - LEVEL 15 R1-E3.116 POWER AND SIGNAL PLAN - ROOF R1-E3.118 POWER AND SIGNAL PLAN - TOP ROOF 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE Revision to 20178042, 20178043 & 20178044 (issued on 12/01/2023) Revision #20183592 APPROVALS: ELECT - CSG A. WHERE POSSIBLE, BOXES SHALL BE IN SEPARATE STUD SPACES FROM BOXES SERVING OTHER ROOMS TO MINIMIZE SOUND TRANSFER. B. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. COORDINATE CONDUIT REQUIREMENTS FOR ALL HVAC EQUIPMENT WITH CONTROLS CONTRACTOR. C. PROVIDE 4" HOUSEKEEPING PAD FOR ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. D. REFER TO ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION ON NAMED ELECTRICAL EQUIPMENT SHOWN. E. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. ALL DETAILS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED OR NOT, UON. F. REFER TO ARCHITECTURAL FLOOR PLANS, INTERIOR ELEVATIONS AND DETAIL DRAWINGS PRIOR TO ROUGH-IN FOR EXACT LOCATION OF RECEPTACLES, FLOOR BOXES AND OUTLETS. INFORM ENGINEER OF CONFLICTS. G. CONTRACTOR IS RESPONSIBLE TO REVIEW ARCHITECTURAL DRAWINGS TO CONFIRM CEILING TYPES IN ALL ROOMS (ACCESSIBLE, EXPOSED, OR "HARD") AND TO USE THE APPROPRIATE WIRING METHOD FOR EACH TYPE. ENSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATE ANY J-BOXES ON "HARD" CEILINGS; ALL WIRING MUST BE ACCESSIBLE THROUGH DEVICE ONLY IN "DAISY-CHAIN" METHOD OR WITH DEDICATED HOMERUNS TO EACH DEVICE. J-BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCESS. H. FLOOR PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND FIELD DETERMINE EXACT CONDUIT, PULL BOX, AND ROUTING REQUIREMENTS. I. CIRCUIT SIZES ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL USE CIRCUIT SIZES INDICATED IN NOTES OR RESPECTIVE SCHEDULES (PNL, MCC, ETC.) AND INFORMATION IN THE FEEDER AND BRANCH CIRCUIT SCHEDULES. J. PROVIDE #10 AWG NEUTRALS TO ALL 15A AND 20A RECEPTACLES THAT SHARE A COMMON NEUTRAL, UNLESS OTHERWISE NOTED. K. PROVIDE SPECIAL RECEPTACLES THAT MATCH CORD AND CAP PROVIDED WITH EQUIPMENT, UON. USE ADJACENT NEMA CONFIGURATION NUMBER, IF ONE IS SHOWN. L. ALL NEW RACEWAYS AND CONDUCTORS SHALL BE INSTALLED CONCEALED; CUT AND PATCH EXISTING WALLS TO ACCOMMODATE NEW RACEWAY INSTALLATION. ALL CONDUITS TO BE INSTALLED 90° TO BUILDING LINES. M. FOR ELECTRICAL CONNECTIONS AND CIRCUITING TO MECHANICAL EQUIPMENT, REFER TO MECHANICAL AND PLUMBING EQUIPMENT -ELECTRICAL CONNECTION SCHEDULE. N. WHERE NOTED AS OWNER-SUPPLIED ON DRAWINGS, CONTRACTOR SHALL RECEIVE, INSTALL, AND CONNECT EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. PRIOR TO INSTALLATION OF OWNER-SUPPLIED EQUIPMENT, CONTRACTOR SHALL INSPECT/TEST EQUIPMENT AND INFORM PROJECT MANAGER OF ANY DEFECTS. FAILURE TO DO SO SHALL MEAN THAT THE EQUIPMENT IS IN GOOD WORKING CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND TESTING OF SUCH EQUIPMENT. O. PROVIDE TAMPER PROOF RECEPTACLES IN GENERAL AREAS AS REQUIRED BY CEC 2019. P. REFER TO R1-E.01 FOR CALCULATION TABLES. Q.EXIT SIGNS SHALL BE CIRCUITED TO THE EMERGENCY BRANCH CIRCUIT SERVING THE EMERGENCY LIGHTING IN THE SAME SPACE. R.ALL SPACES WITH NORMAL AND EMERGENCY LIGHTING SHALL HAVE AN AUTOMATIC LOAD CONTROL RELAY. EMERGENCY LIGHTING TO BE CONTROLLED WITH NORMAL LIGHTING UNDER NORMAL POWER CONDITIONS. EMERGENCY LIGHTING TO AUTOMATICALLY RETURN TO FULL-BRIGHT IN THE EVENT OF EMERGENCY POWER OPERATION. S.CONTRACTOR IS RESPONSIBLE FOR PROVIDING MOUNTING HARDWARE REQUIRED FOR INSTALLING ALL LIGHT FIXTURES. VERIFY ALL CEILING FINISHES, CEILING TYPES, AND CEILING THICKNESS PRIOR TO FINAL FIXTURE PURCHASE AND PROCUREMENT. T.REFER TO LIGHTING DESIGNER PACKAGE FOR FIXTURE INSTALLATION REQUIREMENTS, INCLUDING MOUNTING HEIGHTS AND MILLWORK DETAILS. U.REFER TO ARCHITECTUREAL PLANS AND INTERIOR ELEVATIONS FOR FINAL RECEPTACLE AND DEVICE PLACEMENT. COORDINATE ALL RECEPTACLE MOUNTING LOCATIONS WITH FIXTURES, APPLIANCES, FURNITURE, CABINETRY, AND OTHER EQUIPMENT PRIOR TO ROUGH-IN. V.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FIELD COORDINATING THE LOCATION OF ELECTRICAL EQUIPMENT, JUNCTION BOXES, DISCONNECTS, ETC. EC SHALL BE RESPONSIBLE FOR COORDINATION AND ROUTING OF FEEDERS AND BRANCH CIRCUITS. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 6/27/2025 11:57:32 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.1 BASIS OF DESIGN 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG A. GENERAL 1. THE BASIS OF DESIGN NARRATIVE IS INTENDED TO BE USED TO SET THE BASIS OF UNDERSTANDING OF THE PROJECT SCOPE BETWEEN THE OWNER AND THE ASSOCIATED DESIGN PROFESSIONALS, AND TO COMMUNICATE TO THE CONTRACTORS THAT SCOPE OF WORK. IT SHALL ALSO BE CONSIDERED BINDING IN THE SAME MANNER AS THE DRAWINGS AND SPECIFICATIONS ARE. 2. PROJECT DESCRIPTION a. NEW, FIFTEEN STORY HIGH-RISE MIXED-USE BUILDING WITH A TOTAL OF 170 RESIDENTIAL UNITS. THE BUILDING SITS ON A SINGLE LEVEL SUBTERRANEAN PARKING GARAGE THAT SUPPORTS BOTH THE RESIDENTIAL BUILDING AND A HOTEL BUILDING (COVERED UNDER SEPARATE PERMIT). THE 1ST FLOOR OF THE TOWER WILL BE RETAIL/RESTAURANT SPACES, FLOORS 2 THROUGH 6 WILL BE PARKING, AND 7 THRU 15 RESIDENTIAL. b. FLOORS 1 THROUGH 15 WILL BE CORE AND SHELL ONLY. INTERIOR DESIGN OF COMMON AREAS AND THE RESIDENTIAL UNITS WILL BE PROVIDED UNDER A SEPARATE PERMIT. c. THE ELECTRICAL SCOPE SHALL INCLUDE, BUT NOT LIMITED TO: • UTILITY SERVICE ENTRANCE, INCLUDING METER/MAIN AS REQUIRED BY LOCAL JURISDICTION AND UTILITY. • POWER DISTRIBUTION INCLUDING TRANSFORMERS, FEEDERS, AND DISTRIBUTION PANELS. • BRANCH CIRCUIT DISTRIBUTION INCLUDING ALL REQUIRED PANELBOARDS, CONDUIT, WIRING, AND DEVICES. • LIGHTING PANELBOARDS, LIGHTING SYSTEMS, INCLUDING CONTROLS AND DAYLIGHTING CONTROLS B. CODES AND STANDARDS: 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE CODES AND STANDARDS. a. AMERICANS WITH DISABILITIES ACT, (ADA) b. NFPA 75, STANDARD FOR THE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT c. NFPA 101, LIFE SAFETY CODE d. NFPA 110: STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS e. UNDERWRITERS LABORATORY (U.L.) STANDARDS f. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) g. ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) h. CALIFORNIA BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION (AHJ): • 2019 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 2 (BASED ON THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS). • 2019 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 4 (BASED ON 2012 UNIFORM MECHANICAL CODE (UMC) WITH STATE AND LOCAL AMENDMENTS). • 2019 CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 5 (BASED ON 2012 UNIFORM PLUMBING CODE (UPC) WITH STATE AND LOCAL AMENDMENTS). • 2019 CALIFORNIA FIRE CODE (CFC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 9 (BASED ON 2012 INTERNATIONAL FIRE CODE WITH STATE AND LOCAL AMENDMENTS). • 2019 CALIFORNIA ELECTRIC CODE (CEC) (BASED ON THE 2017 NATIONAL ELECTRICAL CODE WITH STATE AND LOCAL AMENDMENTS) • 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARD FOR NONRESIDENTIAL COMPLIANCE, CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 6. • 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 11. C. ELECTRICAL DESIGN 1. UTILITY SERVICE a. SITE REQUIRES THREE (3) NEW ELECTRICAL UTILITY SERVICES FROM SOUTHERN CALIFORNIA EDISON (SCE) - TWO (2) AT 208/120-VOLT, 3-PHASE FOR THE RESIDENTIAL UNITS AND ONE (1) AT 480/277-VOLT, 3-PHASE FOR THE RETAIL SPACES AND HOUSE LOADS. b. UTILITY DESIGN AND COORDINATION IS PROVIDED BY OTHERS. c. CONTRACTOR'S SCOPE INCLUDES ALL PATHWAYS AND PAD STRUCTURES AS SPECIFICED AND DESIGNED BY SCE. 2. METERING a. UTILITY COMPANY SHALL PROVIDE A REVENUE METER FOR EACH SERVICE - ONE (1) FOR RETAIL SPACES AND HOUSE LOADS LOCATED IN THE MAIN ELECTRICAL ROOM AND ONE PER UNIT LOCATED IN METER BANKS ON EACH RESIDENTIAL FLOOR. UTILITY MAIN SWITCHBOARDS AND METER BANKS SHALL ADHERE TO SCE STANDARDS. b. RETAIIL FEEDERS SHALL BE PROVIDED WITH A DIGITAL METERS TO MONITOR THE FOLLOWING: • INSTANTANEOUS KW DEMAND • HISTORIC KW PEAK DEMAND • KWH TRACKING FOR USER-DEFINABLE PERIODS • KWH PER RATE PERIOD 3. GENERATOR POWER a. TWO (2) NEW PARALLEL DIESEL POWERED GENERATORS IN WEATHERPROOF, SOUND ATTENUATED ENCLOSURES WITH ACTIVE POLLUTION CONTROL UNITS, AND A 480/277-VOLT, 3-PHASE, 4-WIRE GENERATOR SWITCHBOARD SHALL BE PROVIDED TO LEGALLY REQUIRED, EMERGENCY, AND FIRE PUMP LOADS. PARALLELING WILL BE PROVIDED VIA CONTROLS AND NOT REQUIRE ANY ADDITIONAL BOARDS. b. EACH GENERATOR SHALL BE PROVIDED WITH AN UNDERBELLY, UL 2085 TANK SIZED TO PROVIDE 8 HOURS OF RUNTIME AT 100% LOAD. c. EMERGENCY (NEC700) • EMERGENCY LOADS INCLUDE: 1. EMERGENCY LIGHTING 2. FIRE ALARM • A DEDICATED EMERGENCY ATS SHALL BE PROVIDED FOR THIS DISTRIBUTION SYSTEM • PROVIDE DEDICATED EMERGENCY BRANCH PANELS AND TRANSFORMERS AS SHOWN ON SINGLE LINE DIAGRAM. • ALL OVERCURRENT PROTECTION DEVICES SERVING EMERGENCY POWER SHALL BE SELECTIVELY COORDINATED. d. LEGALLY REQUIRED (NEC 701) • LEGALLY REQUIRED STANDBY LOADS INCLUDE: 1. ELEVATORS 2. STAIR PRESSURIZATION FANS 3. SEWAGE EJECTORS 4. SUMP PUMPS 5. DOMSETIC WATER PUMPS • PROVIDE DEDICATED STAND-BY ATS FOR LEGALLY REQUIRED DISTRIBUTION SYSTEM • PROVIDE DEDICATED LEGALLY REQUIRED BRANCH PANELS AND TRANSFORMERS AS SHOWN ON SINGLE LINE DIAGRAM. • ALL OVERCURRENT PROTECTION DEVICES SERVING LEGALLY REQUIRED POWER SHALL BE SELECTIVELY COORDINATED. 6. POWER SYSTEM a. RETAIL TENANT LOAD PROVISIONS *PROVISIONS ARE PROVIDED FOR 11,000 SQUARE FEET OF FUTURE RETAIL SPACES. 1. LIGHTING: 1 WATT/SQFT 2. RECEPTACLES: 5 WATTS/SQFT 3. MECHANICAL: 8 WATTS/SQFT 4. KITCHEN: 100 WATTS/SQFT FOR 40% OF EACH LEVEL 1 RETAIL SPACE 5. MISCELLANEOUS: 10 KVA PER LEVEL 1 RETAIL SPACE b. DISTRIBUTION: • 480/277V SHALL BE DISTRIBUTED THROUGHOUT THE BUILDING FOR TYPICAL MECHANICAL SYSTEMS, LIGHTING, AND OTHER LARGE EQUIPMENT. • 208/120V SHALL BE DISTRIBUTED THROUGHOUT THE BUILDING FOR TYPICAL FOR RECEPTACLES AND OTHER SMALL EQUIPMENT/DEVICES. • CONDUIT WITH PULL STRINGS WILL BE PROVIDED FROM METER BANKS TO EACH RESIDENTIAL UNIT FOR FUTURE PANELS. • CONDUIT WITH PULL STRINGS WILL BE PROVIDED FROM MAIN SWITCHBOARD TO EACH RETAIL SPACE. TENANTS ARE RESPONSIBLE FOR PROVIDING DISTRIBUTION EQUIPMENT WITHIN THEIR SPACE. • PROVIDE STEP-DOWN TRANSFORMERS AS REQUIRED TO OBTAIN 208/120V POWER. • CONDUCTORS SHALL BE SIZED TO MAINTAIN 3% VOLTAGE DROP ON FEEDER SECTION AND 2% VOLTAGE DROP ON BRANCH CIRCUIT SECTION, • ALL WIRING BELOW 120V WILL BE CONSIDERED AS PART OF OTHER TRADES. REVIEW THE MECHANICAL CRITERIA FOR HVAC SYSTEMS. 7. WIRING DEVICES: a. CONTRACTOR IS RESPONSIBLE TO REVIEW ARCHITECTURAL DRAWINGS TO CONFIRM CEILING TYPES IN ALL ROOMS (ACCESSIBLE, EXPOSED, OR "HARD") AND TO USE THE APPROPRIATE WIRING METHOD FOR EACH TYPE. ENSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATE ANY J-BOXES ON "HARD" CEILINGS; ALL WIRING MUST BE ACCESSIBLE THROUGH DEVICE ONLY IN "DAISY-CHAIN" METHOD OR WITH DEDICATED HOMERUNS TO EACH DEVICE. J-BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND BOXES DO NOT INTERFERE WITH ACCESS. b. RECEPTACLES AND MISCELLANEOUS POWER CIRCUITS WILL BE CIRCUITED AT 120-VOLT c. ALL RECEPTACLES WILL BE LABELED WITH PANEL AND CIRCUIT NUMBER. d. GROUND FAULT CIRCUIT INTERRUPTING (GFCI) DEVICES WILL BE PROVIDED AS REQUIRED BY CODE AND WITHIN ALL BATHROOMS. e. SPECIAL PURPOSE RECEPTACLES WILL BE PROVIDED AS REQUIRED BY EQUIPMENT. VERIFY CONNECTION REQUIREMENTS PRIOR TO INSTALLATION. f. IN EACH PRIVATE OFFICE, OPEN OFFICE AREA, RECEPTION LOBBY, CONFERENCE ROOM , KITCHENETTE, AND COPY ROOM, AT LEAST (1) RECEPTACLE CONTROLLED BY AN OCCUPANCY SENSOR SHALL BE INSTALLED WITHIN 6 FEET OF AN UNCONTROLLED RECEPTACLE. g. POWER TO AUDIO VISUAL EQUIPMENT WILL BE PROVIDED BASED ON THE POWER REQUIREMENTS OF THE EQUIPMENT.PROVIDE WITH DEDICATED NEUTRALS. NO SHARING OF NEUTRALS PERMITTED. h. ELECTRICAL VEHICLE CHARGING STATIONS (EVCS) SHALL BE POWERED AT 40A, 208-VOLT, 1-PHASE i. GENERAL DEVICE REQUIREMENTS (SEE PLANS FOR PLACEMENT) • CORRIDORS: PROVIDE DUPLEX RECEPTACLES 40’-0”ON CENTER. • RESTROOMS: PROVIDE (1) GFCI DUPLEX RECEPTACLE FOR EVERY (2) SINKS AT COUNTERS. • ELECTRICAL/MECHANICAL ROOMS: PROVIDE MINIMUM (1) DUPLEX PER ROOM • MECHANICAL EQUIPMENT: PROVIDE (1) DEUPLEX WITHIN 25' j. GENERAL CIRCUITING REQUIREMENTS: • CONNECT NO MORE THAN SIX (6) GENERAL USE DUPLEX RECEPTACLES ON ONE 20 AMP/1-POLE CIRCUIT. • RECEPTACLES AT GENERAL RESTROOM COUNTERS WILL BE LIMITED TO A MAXIMUM OF TWO (2) PER 20 AMP/1-POLE CIRCUIT. • PROVIDE 3-POLE CIRCUIT BREAKERS FOR ALL MULTICONDUCTOR CIRCUITS (WITH SHARED NEUTRALS). 8. MECHANICAL & PLUMBING CONNECTIONS: • MOTORS 1/2 HORSEPOWER AND LARGER TO BE WIRED FOR 480-VOLT, 3-PHASE POWER WHERE AVAILABLE OR 208-VOLT, 3-PHASE WHERE NOT • MOTORS LESS THAN 1/2 HORSEPOWER TO BE WIRED FOR 120-VOLT, 1-PHASE POWER. 9. LIGHTING AND LIGHTING CONTROL a. THE LIGHTING AND CONTROL SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA ENERGY CODE. b. LIGHTING DESIGN AND LUMINAIRE SELECTION PERFORMED BY THE ARCHITECT AND/OR LIGHTING DESIGNER KGM. c. MAXIMUM LOADING OF LIGHTING BRANCH CIRCUITS WILL BE 60% (I.E., 12 AMPS). d. 277 VOLT LED LUMINAIRES WITH DIMMING DRIVERS WILL MEET TITLE 24 EFFICIENCIES REQUIREMENT. e. ALL LUMINAIRES SELECTED FOR INSTALLATION WILL BE COMPLIANT WITH THE AMERICAN DISABILITIES ACT (ADA). f. EXIT SIGNS WILL BE PROVIDED AT ALL EXITS AND ALONG THE PATH OF EGRESS. EXIT SIGNS WILL BE SPECIFICATION GRADE. g. LIGHTING CONTROLS SHALL CONFORM TO TITLE 24 REQUIREMENTS AND BE PROVIDED AS FOLLOWS: • QUANTITY AND FINAL PLACEMENT OF ALL DEVICES SHALL BE COORDINATED IN THE FIELD. • A NETWORKED DIGITAL LIGHTING CONTROL SYSTEM WILL BE PROVIDED TO COMPLY WITH TITLE 24 SECTION 130.1(a). • ALL LUMINAIRES WILL BE DIMMABLE TO MEET MULTI-LEVEL LIGHTING CONTROL REQUIREMENT PER TITLE 24 SECTION 130.1(b). • OCCUPANCY SENSORS WILL BE INSTALLED TO COMPLY TO TITLE 24 SECTION 130.1(c). • AUTOMATIC DAYLIGHTING CONTROLS VIA PHOTOCELLS IN ACCORDANCE WITH TITLE 24 SECTION 130.1(d). • CONTRACTOR IS RESPONSIBLE TO REVIEW ARCHITECTURAL DRAWINGS TO CONFIRM CEILING TYPES IN ALL ROOMS (ACCESSIBLE, EXPOSED, OR "HARD") AND TO USE THE APPROPRIATE WIRING METHOD FOR EACH TYPE. ENSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATE ANY J-BOXES ON "HARD" CEILINGS; ALL WIRING MUST BE ACCESSIBLE THROUGH DEVICE ONLY IN "DAISY-CHAIN" METHOD OR WITH DEDICATED HOMERUNS TO EACH DEVICE. J-BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND BOXES DO NOT INTERFERE WITH ACCESS. 10. FIRE ALARM DESIGN a. FIRE ALARM SHALL BE DESIGN-BUILD. COMPLETE FIRE ALARM PLANS, DIAGRAMS, AND CALCULATIONS SHALL BE PROVIDED BY THE FIRE ALARM CONTRACTOR AS PART OF A DEFERRED SUBMITTAL. ELECTRICAL BASIS OF DESIGN 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT GENERAL NOTES 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE LIGHTING CONTROL INTENT BOD A. LIGHTING CONTROL INTENT LIGHTING CONTROLS ARE A DEFFERRED SUBMITTAL. CONTRACTOR TO SUBMIT SHOP DRAWINGS INCLUDING BUT NOT LIMITED TO EQUIPMENT, DEVICE LOCATIONS, QUANTITIES, ETC FOR ENGINEER, ARCHITECT AND OWNERSHIP REVIEW. GENERAL NOTES 1. BASIS OF DESIGN BASED ON LEGRAND/WATTSTOPPER. MANUFACTURER TO PROVIDE A COMPLETE, FUNCTIONAL LIGHTING CONTROL SYSTEM AS DESCRIBED IN BASIS OF DESIGN DOCUMENTATION. 2. OCCUPANCY SENSORS TO BE SET TO VACANCY, MANUAL ON/AUTOMATIC OFF. OCCUPANCY SENSOR TIME DELAY FUNCTIONS TO BE SET AS FOLLOWS (CONFIRM TIME DELAY SETTINGS WITH OWNER. PROVIDE TEST REPORT FOR EACH SPACE): A. OFFICE - 30 MIN B. RESTROOM - 10 MIN C. BOH - 5 MIN D. STAFF- 10 MIN 3. LIGHTING IN CORRIDOR AND COMMON AREAS HAS BEEN DESIGNED TO MAINTAIN A MINIMUM OF 1 FOOT CANDLE IN THE PATH OF EGRESS TO BUILDING EXIT DURNING REGULAR OCCUPIED HOURS. 4. EMERGENCY LIGHTING IN THE CORRIDOR AND COMMON AREAS HAS BEEN DESIGNED TO MAINTAIN AN AVERAGE OF 1 FOOT CANDLE AND A MINIMUM OF 0.1 FOOT CANDLES FOR 90 MINUTES DURING POWER FAILURE. 5. ALL TESTS REPORTS TO BE PROVIDED PRIOR TO OCCUPANCY. A. CONTROLS INSTALLED TO OVERRIDE LIGHTING IN THE AUTOMATIC DAYLIGHT ZONES SHALL ALLOW THE LIGHTS TO REMAIN ON FOR NO MORE THEN 2 HOURS WHEN THE OVERRIDE IS INTIATED. B. MEASURE AVERAGE LIGHT LEVELS FOR DAYLIGHT SENSORS 2'-6" A.F.F. C. DAYLIGHT SENSORS TO BE SET AT NIGHT AND DAY. PROVIDE TEST REPORT FOR EACH SPACE. 6. PRIMARY AND SECONDARY DAYLIGHTING ZONES AS REQUIRED BY CODE. PROVIDE LOW VOLTAGE DIMMING DAYLIGHT SENSOR FOR EACH DAYLIGHT ZONE, EITHER SINGLE ZONE OR MULTIZONE. A. PRIMARY DAYLIGHTING ZONE - DAYLIGHTING ZONE EXTENDS TO INTERIOR OF SPACE EQUAL DISTANCE TO HEAD HEIGHT OF WINDOW AND 2'-0" TO EITHER SIDE OF WINDOW OPENING. B. SECONDARY DAYLIGHTING ZONE - DAYLIGHTING ZONE EXTENDS TO INTERIOR OF SPACE EQUAL DISTANCE TO TWICE HEAD HEIGHT OF WINDOW AND 2'-0" TO EITHER SIDE OF WINDOW OPENING. 7. PROVIDE LIGHTING CONTROLS AS REQUIRED BY CODE AND DESCRIBED BELOW. CONTRACTOR TO VERIFY NUMBER OF RELAYS AND ROOM CONTROLLERS REQUIRED IN EACH SPACE. 8. CONTRACTOR TO LOCATE ROOM CONTROLLERS ABOVE ACCESSIBLE CEILING IN SAME GENERAL LOCATION IN EACH ROOM FOR EASY MAINTENANCE. FOR ROOMS WITH HARD LID CEILINGS, LOCATE ABOVE NEAREST ADJACENT ACCESSIBLE CEILING. 9. OCCUPANCY SENSORS ARE TO BE PROVIDED WITH DUAL HARD CONTACTS. COORDINATE WITH DIV. 23 FOR USE OF AUX CONTACTS FOR UNOCCUPIED HOUR SETBACKS AND USE OF LIGHTING OCCUPANCY SENSORS FOR DIV. 23 CONTROLS. EXTERIOR 1. BUILDING MOUNTED LIGHTING. A. TIMECLOCK SCHEDULE CONTROL VIA LIGHTING CONTROL PANEL (LCP) WITH PHOTOCELL CONTROL. TIMECLOCK SCHEDULE TO BE CONFIRMED WITH OWNER. a. DUSK - ON TO 100% b. 11PM - REDUCE TO 50% c. DAWN- OFF 2. SITE LIGHTING A. TIMECLOCK SCHEDULE CONTROL VIA LIGHTING CONTROL PANEL (LCP) WITH PHOTOCELL CONTROL. TIMECLOCK SCHEDULE TO BE CONFIRMED WITH OWNER. a. DUSK - ON TO 100% b. 11PM - REDUCE TO 50% c. DAWN- OFF 3. EXTERIOR AMENITY SPACE A. TIMECLOCK SCHEDULE CONTROL VIA LIGHTING CONTROL PANEL (LCP) WITH PHOTOCELL CONTROL. TIMECLOCK SCHEDULE TO BE CONFIRMED WITH OWNER. a. DUSK - ON TO 100% b. 11PM - REDUCE TO 50% c. DAWN- OFF 4. RESIDENT BALCONIES A. LINE VOLTAGE SWITCH CONTROL FROM CORRESPONDING RESIDENTIAL UNIT. INTERIOR 1. PARKING GARAGE A. LOW VOLTAGE OCCUPANCY SENSOR CONTROL TO REDUCE LIGHTING TO 50% LUMINAIRE OUTPUT WHEN NO OCCUPANCY IS SENSED AND INCREASE TO 100% LUMINAIRE OUTPUT WHEN OCCUPANCY IS SENSED. SINCE THIS IS A 24/7 FACILITY, LIGHTING IN THIS AREA SHOULD NOT REDUCE TO 0% AT ANY TIME. 2. STAIRWELLS A. LOW VOLTAGE OCCUPANCY SENSOR CONTROL TO REDUCE LIGHTING TO 50% LUMINAIRE OUTPUT WHEN NO OCCUPANCY IS SENSED AND INCREASE TO 100% LUMINAIRE OUTPUT WHEN OCCUPANCY IS SENSED. SINCE THIS IS A 24/7 FACILITY, LIGHTING IN THIS AREA SHOULD NOT REDUCE TO 0% AT ANY TIME. 3. CORRIDORS A. TIMECLOCK SCHEDULE CONTROL VIA LIGHTING CONTROL PANEL (LCP), LOW VOLTAGE OVERRIDE SWITCHES LOCATED AT FLOOR ENTRY POINTS, AND LOW VOLTAGE DIMMING DAYLIGHT SENSORS FOR CONTINUOUS DAYLIGHT DIMMING WHERE REQUIRED IN CORRIDORS FOR COMPLIANCE WITH CALIFORNIA STATE ENERGY CODE. TIMECLOCK SCHEDULE TO BE CONFIRMED WITH OWNER. 4. RESIDENTIAL UNITS A. LOCAL LOW VOLTAGE SWITCHING THROUGHOUT UNIT AS CONFIRMED BY OWNER. 5. LOBBY A. TIMECLOCK SCHEDULE CONTROL VIA LIGHTING CONTROL PANEL (LCP), LOW VOLTAGE OVERRIDE SWITCHES LOCATED AT FLOOR ENTRY POINTS, AND LOW VOLTAGE DIMMING DAYLIGHT SENSORS FOR CONTINUOUS DAYLIGHT DIMMING WHERE REQUIRED IN CORRIDORS FOR COMPLIANCE WITH CALIFORNIA STATE ENERGY CODE. TIMECLOCK SCHEDULE TO BE CONFIRMED WITH OWNER. 6. AMENTIY SPACES A. LOW VOLTAGE DIMMING SCENE CONTROL, LOW VOLTAGE DUAL TECHNOLOGY CEILING MOUNT OCCUPANCY SENSORS AND DIMMING DAYLIGHT SENSORS FOR CONTINUOUS DAYLIGHT DIMMING. B. 7. OFFICES A. LOW VOLTAGE DUAL TECHNOLOGY WALL-MOUNTED OCCUPANCY SENSORS. B. 8. BACK OF HOUSE SPACES (STORAGE, JANITOR ROOMS, ETC.) A. LOW VOLTAGE DUAL TECHNOLOGY WALL-MOUNTED OCCUPANCY SENSORS. B. 9. ELEVATOR, MECHANICAL AND ELEVATOR PIT A. LOW LINE VOLTAGE DUAL SWITCHING. EXEMPT FROM AUTOMATIC CONTROL FOR OCCUPANCY SAFETY. EXTERIOR AMENITY X CWO CWO X 100% X 30% 20 X 0% 20 X X X {3} PARKING GARAGE X X 100% X 50% X X {1} STAIRWELL/VESTIBULE X X 100% X 50% X X X CORRIDOR X X 100% X 50% X X ELECTRICAL, MECHANICAL, ELEVATOR PIT X X STORAGE X X 100% X 0% 20 X X X SHELL SPACES X X 100% X 0% 20 X X {1}{2} BACK OF HOUSE SPACES X X 100% X 0% 20 X X X ELEVATOR LOBBY X X X 15 0 X 100% X 50% X X X SINGLE OCC RESTROOM X X 100% X 0% 20 X X X SITE EXTERIOR X CWO CWO X 100% X 0% 20 X X {3} LIGHTING CONTROL SEQUENCE OF OPERATION (SOO) ZONING TIMECLOCK OCCUPANCY SENSOR *** MANUAL OVERRIDE †REMARKS {#}PHOTOCELL **MANUAL-ON AUTO-ON PARTIAL AUTO- OFF FULL AUTO-OFF SPACE TYPE *ON E Z O N E DE D I C A T E D Z O N E PE R F I X T U R E T Y P E PR I M A R Y Z O N E SE C O N D A R Y Z O N E TO P L I T Z O N E GE N E R A L Z O N E FC S E T P O I N T ME A S U R E D A T (I N C H E S A F F ) AU T O - O N T I M E AU T O - O F F T I M E MA N U A L - O N LI G H T L E V E L (U P O N D E T E C T I O N ) AU T O - O N LI G H T L E V E L (U P O N D E T E C T I O N ) PA R T I A L A U T O - O F F LI G H T L E V E L (U P O N T I M E O U T ) TI M E O U T T O P A R T I A L OF F ( M I N U T E S ) FU L L A U T O - O F F LI G H T L E V E L (U P O N T I M E O U T ) TI M E O U T T O F U L L OF F ( M I N U T E S ) ON / O F F RA I S E / L O W E R OV E R R I D E D U R A T I O N (M I N U T E S ) NE T W O R K E D ABBREVIATIONS CWO COORDINATE WITH OWNER SCHEDULE NOTES **PROVIDE ADDITIONAL CONTROL ZONES AS REQUIRED TO INDEPENDENTLY CONTROL SIMILAR FIXTURE GROUPS THAT ARE IN DIFFERENT DAYLIGHT ZONES. DISPLAY AND/OR TASK DO NOT REQUIRE DAYLIGHT SENSING. PROVIDE CONTINUOUS DIMMING IN RESPONSE TO DAYLIGHT DETECTION, UNLESS OTHERWISE NOTED. SET POINT INDICATES TARGET VALUE. ACCEPTABLE RANGE IS +/- 10 FC OF TARGET VALUE. ***LOCAL OCCUPANCY SENSOR WITHIN ROOM OR SPACE SHALL TRIGGER CONTROLLED RECEPTACLES ON/OFF, AS APPLICABLE BY PROJECT REQUIREMENTS. REFER TO POWER DRAWINGS FOR CONTROLLED RECEPTACLE LOCATIONS. †PROVIDE INDEPENDENT CONTROL FOR EACH ZONE SPECIFIED. THIS SHALL INCLUDE INDEPENDENT MANUAL CONTROL OF DAYLIGHT ZONES WHERE APPLICABLE. E.G. A USER SHALL BE ABLE TO INDEPENDENTLY RAMP UP DOWNLIGHTS IN A SECONDARY DAY LIGHT ZONE WITHOUT AFFECTING DOWNLIGHTS IN THE PRIMARY DAYLIGHT ZONE. SUCH MANUAL OVERRIDE CONTROL SHALL LAST FOR THE DURATION LISTED, OR UNTIL LIGHTING IN THE AREA TURNS OFF. GROUP ADJACENT CONTROLS UNDER A COMMON COVERPLATE. SCHEDULE REMARKS {#} {1}FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY SENSOR. {2} LPD <0.5W/SF. EXEMPT FROM DIMMING CONTROLS {3} OCCUPANCY SENSOR IS FOR FIXTURES RATE <40W AND MTD BELOW 24'AFF ONLY GENERAL NOTES A.FOR LIGHTS SHOWN ON PLANS THAT ARE DENOTED AS EMERGENCY, PROVIDE UL924 DEVICE(S) SO THAT LIGHTS TURNS ON TO FULL BRIGHTNESS UPON LOSS OF NORMAL POWER OR FIRE ALARM SYSTEM ACTIVATION. ALL EMERGENCY LIGHTS SHALL BE CONTROLLED IN THE SAME MANNER AS THE NEARBY NORMAL POWER LIGHTS. B. PROVIDE CONNECTION TO NETWORK ENABLED DEVICE SO THAT LIGHTING WILL TURN OFF UPON RECEIPT OF DEMAND RESPONSE SIGNAL WHERE REQUIRED. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 6/27/2025 11:57:34 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.2 LUMINAIRE SCHEDULE 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker LUMINAIRE SCHEDULE C&S TAG DESCRIPTION FINISH LAMP CCT MANUFACTURER MODEL POWER SUPPLY VOLTAGE LOAD MOUNTING COMMENTS TYPE LUMENS CRI DRIVER DIMMING TYPE TYPE F-01 LOBBY INTERIOR DOWNLIGHT HIGH CEILING LED 1250 3000K SPECIFICATION BY LIGHTING DESIGNER SPECIFICATION BY LIGHTING DESIGNER 0-10V 277 V 14.3 W RECESSED F-03 RECESSED DOWNLIGHT LED 2000 3000K 0-10V 277 V 24.5 W RECESSED FX-01 EXTERIOR DOWNLIGHT RECESSED IN BEAMS LED SPECIFICATION BY LIGHTING DESIGNER SPECIFICATION BY LIGHTING DESIGNER 0-10V 277 V 12.0 W RECESSED FX-03 EXTERIOR RATED CATENARY PENDANT SYSTEM LED SPECIFICATION BY LIGHTING DESIGNER SPECIFICATION BY LIGHTING DESIGNER 0-10V 277 V 6.5 W PENDANT FX-06 STAKE MOUNTED TREE UPLIGHT LED SPECIFICATION BY LIGHTING DESIGNER SPECIFICATION BY LIGHTING DESIGNER 0-10V 277 V 7.0 W STAKE FX-13 WALL SCONCE OVER GARAGE LED SPECIFICATION BY LIGHTING DESIGNER SPECIFICATION BY LIGHTING DESIGNER 0-10V 277 V 14.0 W WALL R1 4-INCH SURFACE MOUNT ROUND DOWNLIGHT WITH HYPERBOLIC TRIM, MEDIUM OPTICS WHITE TRIM, REFLECTOR FINISH LED 1445 80 2700K INDY L4 13LM 27K MVOLT G4 80CRI EZ10 REFLECTOR: HM WH [ACCESSORIES] INTEGRAL ELECTRONIC DIMMING DRIVER 0-10V 277 V 12.0 W SURFACE R2 SAME AS R1 EXCEPT HIGHER LUMEN OUTPUT WHITE TRIM, REFLECTOR FINISH LED 1445 80 2700K INDY L4 17LM 27K MVOLT G4 80CRI EZ10 REFLECTOR: HM WH [ACCESSORIES] INTEGRAL ELECTRONIC DIMMING DRIVER 0-10V 277 V 18.0 W SURFACE S1 SURFACE MOUNT PARKING GARAGE LIGHT, DEEP RECESSED LENS, TYPE V MEDIUM DISTRIBUTION, SURFACE MOUNT KIT, 700 LUMEN UPLIGHT, EXTERNAL 0-10V LEADS LED 5900 70 3000K LITHONIA VCPGX LED-V8-P3-30K-70CRI- T5M-MVOLT-SRM-DM G-UPL2-[OPTIONS]-D WHXD 0-10V 277 V 20.0 W SURFACE SURFACE MOUNT KIT WITH UPLIGHT: VCPGUSRM U S2 4FT STRIPLIGHT, ACRYLIC ROUND DIFFUSE LENS, HANGER CHAIN AS REQUIRED WHITE LED 3661 80 3000K LITHONIA CLX-L48-4000LM-SEF- RDL-MVOLT-GZ10-30K -80CRI 0-10V 277 V 28.0 W WALL HANGER CHAIN: HC36, PROVIDE AS REQUIRED WHERE SURFACE MOUNT IS NOT AN OPTION S3 8FT STRIPLIGHT, ACRYLIC ROUND DIFFUSE LENS, HANGER CHAIN AS REQUIRED WHITE LED 7196 80 3000K LITHONIA CLX-L96-8000LM-SEF- RDL-MVOLT-GZ10-30K -80CRI 0-10V 277 V 53.0 W WALL HANGER CHAIN: HC36, PROVIDE AS REQUIRED WHERE SURFACE MOUNT IS NOT AN OPTION S4 8FT STRIPLIGHT, ACRYLIC ROUND DIFFUSE LENS, HANGER CHAIN AS REQUIRED, WITH INTEGRAL DUAL TECH OCCUPANCY SENSOR CONTROL WHITE LED 7196 80 3000K LITHONIA CLX-L96-8000LM-SEF- RDL-MVOLT-GZ10-30K -80CRI-MSDPDT7 0-10V 277 V 53.0 W WALL W1 4FT WET LOCATION ENCLOSED AND GASKETED STRIPLIGHT FOR ELEVATOR FIRE SHAFT FROSTED LED 4100 80 3000K LITHONIA FEM-L48-4000LM-LPA FL-MD-MVOLT-GZ10-3 0K-80CRI-BSL520 0-10V 277 V 30.0 W WALL W2 WALL MOUNT LINEAR DIRECT/INDIRECT STAIRWELL LIGHT, 6-FT LENGTH, INTEGRATED ULTRASONIC OCCUPANCY SENSOR WITH STEP DIMMING TO 50% GLOSS WHITE LED 7500 90 3000K PRUDENTIAL LTG FLAIR-LED3-SO-6-SAL -YGW-UNV-SUR-DM10 -505-STEP 0-10V 277 V 60.0 W WALL XF-01 STAKE MOUNT PATH LIGHT FOR COUNTER LED 3000K FOCUS INDUSTRIES PL-17-S1-LED3SSBLT / FA-03-LG NON-DIM 277 V 14.0 W INGRADE XF-02 BBQ LIGHT COUNTERTOP MOUNT LED 3000K FOCUS INDUSTRIES PL-17-S1-LED3SSBLT / FA-24 NON-DIM 277 V 14.0 W INGRADE XF-03 RECESSED STEPLIGHT LED 750 80 3000K TESLYTE WR-ET2155-C8-3-80-T BD-M-DMG 0-10V 277 V 2.2 W RAILING XF-04 EXTERIOR SURFACE MOUNT DOWNLIGHT LED 2484 80 3000K LIGMAN LIGHTING USA UJE-80052-20W-M-W3 0-TBD-120/277-DIM 0-10V 277 V 20.0 W INGRADE XF-05 GROUND MOUNT FLOOD LIGHT FOR THE TREES LED 700 80 3000K VISION3 LIGHTING FL1X-TBD-C4-K1-142-0 -0-H1 0-10V 277 V 14.0 W INGRADE XF-06 LED STRIP FIXTURE LED 500 90 3000K LUMENWERX V2SEALR-D-WET-EPD O-SW-90-500-30-6'-UN V-D1-1C 0-10V 277 V 5.0 W / FT RECESSED NOTES: 1. FURNISH ALL LIGHTING FIXTURES COMPLETE WITH MOUNTING ACCESSORIES TO MEET JOB REQUIREMENTS. VERIFY FIXTURE MOUNTING, LOCATION AND FIXED OPTICAL ORIENTATION AGAINST ARCHITECT'S PLANS, ELEVATIONS AND DETAIL DRAWINGS. EXACT LOCATION OF ALL FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT PRIOR TO ROUGHING IN. 2. FIXTURES SHOWN IN CONTINIOUS RUNS TO SATISFY NOMINAL LENGTHS AS SHOWN ON THE DRAWINGS. FIXTURE TAGS SHOWN ONCE ON A CONTINUOUS ROW OF FIXTURES SHALL BE TYPICAL FOR THAT ROW UNLESS OTHERWISE NOTED 3. ALL FIXTURES WILL BE SUPPORTED FROM THE BUILDING STRUCTURE, INDEPENDENT OF HUNG CEILING WITH ROD OR JACK CHAIN SUPPORT. AIRCRAFT CABLE LENGTHS, STEM LENGTHS, STEM FINISHES AND STEM LOCATIONS OF ALL PENDANT FIXTURES TO BE VERIFIED AND CONFIRMED BY OWNER, ARCHITECT AND CONSULTANT PRIOR TO ORDERING STEMS. AIRCRAFT CABLE HUNG FIXTURES TO BE PROVIDED WITH 18" OF EXTRA LENGTH WITH EXCESS TO BE LOCATED ABOVE THE CEILIING ALONG WITH 18" OF EXTRA POWER CORD LENGTH. 4. ALL LIGHT FIXTURES ARE TO BE PROVIDED BY SPECIFIED MANUFACTURER OR APPROVED EQUAL. "ALTERNATE MANUFACTURER" AND "OR APPROVED" MEAN EQUIVALENT OR SUPERIOR IN PERFORMANCE, MATERIALS, WORKMANSHIP AND APPEARANCE TO THE SPECIFIED EQUIPMENT. 5. CONTRACTOR TO PROVIDE AND INSTALL ALL TRANSFORMERS, DRIVERS, BATTERY PACKS AND/OR BALLAST'S REQUIRED TO OPERATE LAMPS SPECIFIED, INCLUDING REMOTE POWER SUPPLIES AND THE ENCLOSURES FOR SAME. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF COMPATIBILITY BETWEEN SPECIFIED LAMPS, SPECIFIED POWER SUPPLIES, DIMMING AND OTHER CONTROL DEVICES SPECIFIED.NOTIFY ARCHITECT AND CONSULTANT OF ANY INCOMPATIBILITY PRIOR TO ORDERING EQUIPMENT. 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE COORDINATION OF ALL LIGHTING EQUIPMENT AND CONTROL DEVICES WITH CEILING, WALL ANDGROUND TYPES SPECIFIED PRIOR TO ORDERING LIGHTING EQUIPMENT. NOTIFY ARCHITECT AND CONSULTANT OF ANY INCOMPATIBILITY PRIOR TO ORDERING EQUIPMENT. 7. ALL FIXTURES TO BE PROVIDED WITH A COLOR TEMPERATURE 2700K UNLESS OTHERWISE NOTED. ALL INTERIOR LIGHT SOURCES TO BE 90 CRI OR HIGHER. ALL LED LUMINAIRES TO HAVE A LIFE RATING OF 50,000 HOURS OR HIGHER AT L70 OR BETTER AND A FIVE YEAR WARRANTY. 8. PRELIMINARY AIMING OF ALL ADJUSTABLE LIGHTING EQUIPMENT WILL BE DONE DURING INSTALLATION BY THE ELECTRICAL CONTRACTOR AS INDICATED ON THE LIGHTING PLANS / AIMING DIAGRAM, WHERE SUCH A DIAGRAM IS INCLUDED IN CONTRACT DOCUMENTS OR AS AN ADDENDUM. FINAL AIMING OF ALL ADJUSTABLE LIGHTING EQUIPMENT WILL BE DONE BY THE ELECTRICAL CONTRACTOR AS DIRECTED BY THE ARCHITECT/OWNER OR AS A SEPERATE SERVICE BY CONSULTANT. 9. IN ALL FIXTURES WITH ADJUSTABLE SOCKETS, SET SOCKETS DURING INSTALLATION TO LOCATE SPECIFIED LAMP IN CORRECT RELATIONSHIP TO REFLECTOR AS RECOMMENDED BY FIXTURE MANUFACTURER. 10. SCHEDULED LUMEN OUTPUT REPRESENTS DELIVERED LUMENS. 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 1:02:19 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.3 MECHANICAL EQUIPMENT SCHEDULE 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG MECHANICAL AND PLUMBING EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE TAG DESCRIPTION LOAD VOLTS Ø ALT POWER CIRCUITING INFORMATION DISCONNECT STARTER LOCATION NOTESNAME # HP KVA FLA LOAD CLASS PANEL CIRCUIT OCP POLES FEEDER DIV. TYPE DIV TYPE LEVEL SIU 1-02 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 No L3A 22,24 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 01G WEST SIU 1-03 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 Yes S1L1 13,15 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 01G WEST SIU 1-04 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 Yes S1L1 1,3 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 01G WEST SIU 3-01 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 No L3A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 03 WEST SIU 4-01 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 No L6A 30,32 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 04 WEST SIU 5-01 SPLIT HEAT PUMP FAN COIL 0 hp 0.11 kVA 0.52 A N 208 V 1 No L6A 34,36 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 05 WEST SIU P1-01 SPLIT HEAT PUMP FAN COIL 0 hp 0.11 kVA 0.52 A N 208 V 1 No L3A 26,28 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 SIU P1-02 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 No L1A 39,41 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 SIU P1-03 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 Yes S1L1 21,23 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 SIU P1-04 SPLIT HEAT PUMP FAN COIL 0 hp 0.11 kVA 0.52 A N 208 V 1 Yes S1L1 17,19 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 SIU R-01 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 Yes S1L16 2,4 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL ROOF WEST SIU R-02 SPLIT HEAT PUMP FAN COIL 0 hp 0.08 kVA 0.40 A N 208 V 1 Yes S1L16 6,8 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL ROOF WEST SOU 1-01 CONDENSING UNIT 0 hp 3.83 kVA 23.00 A N 208 V 1 Yes S1L1 9,11 50 A 2 50.2 DIV 26 30AF/30AS/3R DIV 23 INTEGRAL LEVEL P01 SOU 1-02 CONDENSING UNIT 0 hp 3.83 kVA 23.00 A N 208 V 1 No L3A 22,24 50 A 2 50.2 DIV 26 30AF/30AS/3R DIV 23 INTEGRAL LEVEL 01G WEST SOU 1-03 CONDENSING UNIT 0 hp 3.83 kVA 23.00 A N 208 V 1 Yes S1L1 13,15 50 A 2 50.2 DIV 26 30AF/30AS/3R DIV 23 INTEGRAL LEVEL 01G WEST SOU 1-04 CONDENSING UNIT 0 hp 3.83 kVA 23.00 A N 208 V 1 Yes S1L1 1,3 50 A 2 50.2 DIV 26 30AF/30AS/3R DIV 23 INTEGRAL LEVEL 01G WEST SOU 3-01 CONDENSING UNIT 0 hp 2.16 kVA 13.00 A N 208 V 1 No L3A 18,20 30 A 2 30.2 DIV 26 20AF/30AS/3R DIV 23 INTEGRAL LEVEL 03 WEST SOU 4-01 CONDENSING UNIT 0 hp 2.16 kVA 13.00 A N 208 V 1 No L6A 30,32 30 A 2 30.2 DIV 26 20AF/30AS/3R DIV 23 INTEGRAL LEVEL 04 WEST SOU 5-01 CONDENSING UNIT 0 hp 3.83 kVA 23.00 A N 208 V 1 No L6A 34,36 50 A 2 50.2 DIV 26 30AF/30AS/3R DIV 23 INTEGRAL LEVEL 05 WEST SOU P1-01 CONDENSING UNIT 0 hp 3.83 kVA 23.00 A N 208 V 1 No L3A 26,28 50 A 2 50.2 DIV 26 30AF/30AS/3R DIV 23 INTEGRAL LEVEL P01 SOU P1-02 CONDENSING UNIT 0 hp 2.16 kVA 13.00 A N 208 V 1 No L1A 39,41 30 A 2 30.2 DIV 26 20AF/30AS/3R DIV 23 INTEGRAL LEVEL P01 SOU P1-03 CONDENSING UNIT 0 hp 2.16 kVA 13.00 A N 208 V 1 Yes S1L1 21,23 30 A 2 30.2 DIV 26 20AF/30AS/3R DIV 23 INTEGRAL LEVEL P01 SOU P1-04 CONDENSING UNIT 0 hp 3.83 kVA 23.00 A N 208 V 1 Yes S1L1 17,19 50 A 2 50.2 DIV 26 30AF/30AS/3R DIV 23 INTEGRAL LEVEL P01 SOU R-01 CONDENSING UNIT 0 hp 3.83 kVA 23.00 A N 208 V 1 Yes S1L16 2,4 50 A 2 50.2 DIV 26 30AF/30AS/3R DIV 23 INTEGRAL ROOF WEST SOU R-02 CONDENSING UNIT 0 hp 1.66 kVA 10.00 A N 208 V 1 Yes S1L16 6,8 20 A 2 20.2 DIV 26 15AF/30AS/3R DIV 23 INTEGRAL ROOF WEST SP 1,2 SUMP PUMP 2 hp 2.83 kVA 3.40 A M 480 V 3 Yes DP-S1H1 8 20 A 3 20.3 DIV 26 0AF/30AS DIV 23 INTEGRAL LEVEL P01 SPF 1 STAIR PRESSURIZATION FAN 15 hp 17.46 kVA 21.00 A M 480 V 3 Yes DP-S1H1 2 40 A 3 40.3 DIV 23 VFD DIV 23 VFD TOP ROOF WEST SPF 2 STAIR PRESSURIZATION FAN 15 hp 17.46 kVA 21.00 A M 480 V 3 Yes DP-S1H1 2 40 A 3 40.3 DIV 23 VFD DIV 23 VFD TOP ROOF WEST TEF 1 EXHAUST FAN 0.5 hp 0.91 kVA 1.10 A M 480 V 3 Yes S1H13 7,9,11 20 A 3 20.3 DIV 26 15AF/30AS/3R DIV 23 VFD ROOF WEST MECHANICAL AND PLUMBING EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE TAG DESCRIPTION LOAD VOLTS Ø ALT POWER CIRCUITING INFORMATION DISCONNECT STARTER LOCATION NOTESNAME # HP KVA FLA LOAD CLASS PANEL CIRCUIT OCP POLES FEEDER DIV. TYPE DIV TYPE LEVEL ACCU ELEC CONDENSING UNIT 0 hp 18.89 kVA 22.72 A N 480 V 3 No DP-MECH 1 60 A 3 60.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R01 CONDENSING UNIT 0 hp 18.89 kVA 22.72 A N 480 V 3 No H5-MECH 26,28,30 60 A 3 60.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL LEVEL 02 WEST ACCU R02A.1 CONDENSING UNIT 0 hp 18.89 kVA 22.72 A N 480 V 3 No H5-MECH 14,16,18 60 A 3 60.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL LEVEL 02 WEST ACCU R02A.2 CONDENSING UNIT 0 hp 25.47 kVA 30.64 A N 480 V 3 No H5-MECH 20,22,24 80 A 3 80.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL LEVEL 02 WEST ACCU R02B.1 CONDENSING UNIT 0 hp 18.89 kVA 22.72 A N 480 V 3 No H5-MECH 31,33,35 60 A 3 60.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL LEVEL 03 WEST ACCU R02B.2 CONDENSING UNIT 0 hp 25.47 kVA 30.64 A N 480 V 3 No H5-MECH 37,39,41 80 A 3 80.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL LEVEL 03 WEST ACCU R03A.1 CONDENSING UNIT 0 hp 10.91 kVA 13.12 A N 480 V 3 No H5-MECH 32,34,36 30 A 3 30.3 DIV 26 25AF/60AS/3R DIV 23 INTEGRAL LEVEL 02 WEST ACCU R03A.2 CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No H5-MECH 38,40,42 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL LEVEL 02 WEST ACCU R03B.1 CONDENSING UNIT 0 hp 18.89 kVA 22.72 A N 480 V 3 No H5-MECH 43,45,47 60 A 3 60.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL LEVEL 03 WEST ACCU R03B.2 CONDENSING UNIT 0 hp 25.47 kVA 30.64 A N 480 V 3 No H5-MECH 49,51,53 80 A 3 80.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL LEVEL 03 WEST ACCU R03C CONDENSING UNIT 0 hp 8.51 kVA 10.24 A N 480 V 3 No H5-MECH 44,46,48 25 A 3 25.3 DIV 26 20AF/60AS/3R DIV 23 INTEGRAL LEVEL 02 WEST ACCU R04 CONDENSING UNIT 0 hp 15.63 kVA 18.80 A N 480 V 3 No H5-MECH 25,27,29 50 A 3 50.3 DIV 26 40AF/60AS/3R DIV 23 INTEGRAL LEVEL 04 WEST ACCU R06 CONDENSING UNIT 0 hp 27.54 kVA 33.12 A N 480 V 3 No H5-MECH 1,3,5 80 A 3 80.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL LEVEL 05 WEST ACCU R07A CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No H5-MECH 19,21,23 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL LEVEL 05 WEST ACCU R07B CONDENSING UNIT 0 hp 17.56 kVA 21.12 A N 480 V 3 No H5-MECH 7,9,11 50 A 3 50.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL LEVEL 05 WEST ACCU R07C CONDENSING UNIT 0 hp 25.47 kVA 30.64 A N 480 V 3 No H5-MECH 13,15,17 80 A 3 80.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL LEVEL 05 WEST ACCU R08A CONDENSING UNIT 0 hp 17.56 kVA 21.12 A N 480 V 3 No H5-MECH 2,4,6 50 A 3 50.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL LEVEL 06 WEST ACCU R08B CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No H5-MECH 8,10,12 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL LEVEL 06 WEST ACCU R09A CONDENSING UNIT 0 hp 17.56 kVA 21.12 A N 480 V 3 No DP-MECH 3 50 A 3 50.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R09B CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No DP-MECH 2 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R10A CONDENSING UNIT 0 hp 17.56 kVA 21.12 A N 480 V 3 No DP-MECH 5 50 A 3 50.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R10B CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No DP-MECH 4 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R11A CONDENSING UNIT 0 hp 17.56 kVA 21.12 A N 480 V 3 No DP-MECH 7 50 A 3 50.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R11B CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No DP-MECH 6 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R12A CONDENSING UNIT 0 hp 17.56 kVA 21.12 A N 480 V 3 No DP-MECH 9 50 A 3 50.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R12B CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No DP-MECH 8 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R13A CONDENSING UNIT 0 hp 17.56 kVA 21.12 A N 480 V 3 No DP-MECH 11 50 A 3 50.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R13B CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No DP-MECH 10 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R14A CONDENSING UNIT 0 hp 17.56 kVA 21.12 A N 480 V 3 No DP-MECH 15 50 A 3 50.3 DIV 26 35AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R14B CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No DP-MECH 12 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R15A CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No DP-MECH 13 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST ACCU R15B CONDENSING UNIT 0 hp 23.74 kVA 28.56 A N 480 V 3 No DP-MECH 14 70 A 3 70.3 DIV 26 50AF/60AS/3R DIV 23 INTEGRAL TOP ROOF WEST CP 1 CIRCULATION PUMP 0.8 hp 1.66 kVA 13.80 A M 120 V 1 Yes S1L16 9 20 A 1 30.1 DIV 26 THERMAL SWITCH, WP DIV 22 INTEGRAL ROOF WEST CP 2 CIRCULATION PUMP 0.8 hp 1.66 kVA 13.80 A M 120 V 1 Yes S1L16 17 20 A 1 30.1 DIV 26 THERMAL SWITCH, WP DIV 22 INTEGRAL ROOF WEST CP L06 CIRCULATION PUMP 0.8 hp 1.66 kVA 13.80 A M 120 V 1 No L6A 12 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 22 INTEGRAL LEVEL 06 WEST CP L15 CIRCULATION PUMP 0.8 hp 1.66 kVA 13.80 A M 120 V 1 No L16A 20 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 22 INTEGRAL LEVEL 15 WEST DWBP 1 BOOSTER PUMP 60 hp 64.02 kVA 77.00 A M 480 V 3 Yes DP-S1H1 6 150 A 3 150.3 DIV 22 INTEGRAL DIV 22 INTEGRAL LEVEL P01 EF 1-1 EXHAUST FAN 0.5 hp 0.02 kVA 9.80 A M 120 V 1 No L1A 10 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 01G WEST EF 1-2 EXHAUST FAN 0.5 hp 0.02 kVA 9.80 A M 120 V 1 No L1A 12 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 01G WEST EF 1-3 EXHAUST FAN 1 hp 1.92 kVA 16.00 A M 120 V 1 No L1A 37 40 A 1 40.1 DIV 26 30AF/30AS DIV 23 INTEGRAL LEVEL 01G WEST EF 6-1 EXHAUST FAN 0.5 hp 1.18 kVA 9.80 A M 120 V 1 No L6A 38 20 A 1 20.1 DIV 26 THERMAL SWITCH, WP DIV 23 INTEGRAL LEVEL 06 WEST EWH L06 WATER HEATER 0 hp 9 kVA 11.00 A C 480 V 3 No H6 7,9,11 20 A 3 20.3 DIV 26 0AF/30AS NA NA LEVEL 06 WEST EWH L15 WATER HEATER 0 hp 9 kVA 11.00 A C 480 V 3 No H16 2,4,6 20 A 3 20.3 DIV 26 0AF/30AS NA NA LEVEL 15 WEST FC 01-01 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L1A 24,26 20 A 2 20.1 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 01G WEST FC 04-02 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L3A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 02 WEST FC 04-03 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L3A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 03 WEST FC 04-04 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L3A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 04 WEST FC 04-05 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L6A 26,28 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 05 WEST FC 6 FAN COIL UNIT 0 hp 0.06 kVA 0.31 A N 208 V 1 No L6A 2,4 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 06 WEST FC 06-06 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L6A 26,28 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 06 WEST FC 06-07 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L6A 26,28 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 06 WEST FC 7 FAN COIL UNIT 0 hp 0.06 kVA 0.31 A N 208 V 1 No L6A 16,18 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 07 WEST FC 7A-07 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L6A 26,28 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 07 WEST FC 8 FAN COIL UNIT 0 hp 0.21 kVA 1.02 A N 208 V 1 No L9A 2,4 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 08 WEST FC 8A-08 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L9A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 08 WEST FC 9 FAN COIL UNIT 0 hp 0.06 kVA 0.31 A N 208 V 1 No L9A 2,4 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 09 WEST FC 9A-09 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L9A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 09 WEST FC 10 FAN COIL UNIT 0 hp 0.06 kVA 0.31 A N 208 V 1 No L9A 2,4 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 10 WEST FC 10A-10 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L9A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 10 WEST FC 11 FAN COIL UNIT 0 hp 0.21 kVA 1.02 A N 208 V 1 No L12A 2,4 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 11 WEST FC 11A-11 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L12A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 11 WEST FC 12 FAN COIL UNIT 0 hp 0.06 kVA 0.31 A N 208 V 1 No L12A 2,4 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 12 WEST FC 12A-12 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L12A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 12 WEST FC 13 FAN COIL UNIT 0 hp 0.06 kVA 0.31 A N 208 V 1 No L12A 2,4 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 13 WEST FC 13A-13 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L12A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 13 WEST FC 14 FAN COIL UNIT 0 hp 0.21 kVA 1.02 A N 208 V 1 No L16A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 14 WEST FC 14A-14 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L16A 10,12 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 14 WEST FC 15A-15 FAN COIL UNIT 0 hp 0.46 kVA 2.20 A N 208 V 1 No L16A 10,12 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL LEVEL 15 WEST FC 16 FAN COIL UNIT 0 hp 0.06 kVA 0.31 A N 208 V 1 No L16A 6,8 20 A 2 20.2 DIV 26 15AF/30AS DIV 23 INTEGRAL ROOF WEST GEF 1 GARAGE EXHAUST FAN 15 hp 17.46 kVA 21.00 A M 480 V 3 Yes S1H1 2,4,6 40 A 3 40.3 DIV 23 VFD DIV 23 VFD LEVEL P01 GEF 2 GARAGE EXHAUST FAN 15 hp 17.46 kVA 21.00 A M 480 V 3 Yes S1H1 1,3,5 40 A 3 40.3 DIV 23 VFD DIV 23 VFD LEVEL P01 GTF 1 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 13 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GTF 2 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 13 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GTF 3 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 13 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GTF 4 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 15 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GTF 5 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 15 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GTF 6 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 15 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GTF 7 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 17 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GTF 8 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 17 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GTF 9 GARAGE TRANSFER FAN 1.5 hp 0.56 kVA 2.60 A M 277 V 1 Yes S1H1 17 20 A 1 20.1 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL P01 GWH 1 GAS WATER HEATER 0 hp 1.92 kVA 16.00 A N 120 V 1 Yes S1L16 1 20 A 1 20.1 DIV 26 THERMAL SWITCH, WP NA NA ROOF WEST GWH 2 GAS WATER HEATER 0 hp 1.92 kVA 16.00 A N 120 V 1 Yes S1L16 3 20 A 1 20.1 DIV 26 THERMAL SWITCH, WP NA NA ROOF WEST GWH 3 GAS WATER HEATER 0 hp 1.92 kVA 16.00 A N 120 V 1 Yes S1L16 5 20 A 1 20.1 DIV 26 THERMAL SWITCH, WP NA NA ROOF WEST IWH 1 INSTANT WATER HEATER 0 hp 5.6 kVA 20.00 A N 277 V 1 No H1 31 30 A 1 30.1 DIV 26 THERMAL SWITCH NA NA LEVEL 01G WEST IWH 2 INSTANT WATER HEATER 0 hp 8.3 kVA 30.00 A N 277 V 1 No H1 33 40 A 1 40.1 DIV 26 THERMAL SWITCH NA NA LEVEL 01G WEST SE 1,2 SEWEGE EJECTOR 15 hp 17.46 kVA 21.00 A M 480 V 3 Yes DP-S1H1 7 40 A 3 40.3 DIV 26 0AF/60AS DIV 22 INTEGRAL LEVEL P01 SIU 1-01 SPLIT HEAT PUMP FAN COIL 0 hp 0.11 kVA 0.52 A N 208 V 1 Yes S1L1 9,11 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 01G WEST NOTES: 1. INDOOR UNIT POWERED FROM THE OUTDOOR UNIT. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POWER CONNECTION BETWEEN UNITS. 1 1 1 1 1 1 1 1 1 1 1 1 1 6 6 6 6 6 6 6 6 6 6 6 6 6 66 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 666 6 6 6 6 6 6 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 11:57:41 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.4 MECHANICAL EQUIPMENT SCHEDULE 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker MECHANICAL AND PLUMBING EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE-2 TAG DESCRIPTION LOAD ALT POWER VOLTS Ø CIRCUITING INFORMATION DISCONNECT STARTER LOCATION NOTESNAME # HP KVA FLA LOAD CLASS PANEL CIRCUIT OCP POLES FEEDER DIV. TYPE DIV TYPE LEVEL BCC 1-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L1A 2,4 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 01G WEST BCC 3C-01 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L1A 6,8 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 01G WEST BCC 4-01 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L3A 2,4 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 03 WEST BCC 4-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L3A 2,4 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 04 WEST BCC 6-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L6A 8,10 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 06 WEST BCC 6-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L6A 8,10 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 06 WEST BCC 7A-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L6A 22,24 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 07 WEST BCC 7A-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L6A 22,24 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 07 WEST BCC 7B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L6A 22,24 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 07 WEST BCC 7B-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L6A 22,24 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 07 WEST BCC 8A-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 10,12 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 08 WEST BCC 8A-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L9A 10,12 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 08 WEST BCC 8B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 10,12 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 08 WEST BCC 8B-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 10,12 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 08 WEST BCC 9A-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 09 WEST BCC 9A-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L9A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 09 WEST BCC 9B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 09 WEST BCC 9B-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 09 WEST BCC 10A-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 10 WEST BCC 10A-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L9A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 10 WEST BCC 10B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 10 WEST BCC 10B-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L9A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 10 WEST BCC 11A-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 10,12 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 11 WEST BCC 11A-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L12A 10,12 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 11 WEST BCC 11B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 10,12 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 11 WEST BCC 11B-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 10,12 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 11 WEST BCC 12A-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 12 WEST BCC 12A-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L12A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 12 WEST BCC 12B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 12 WEST BCC 12B-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 12 WEST BCC 13A-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 13 WEST BCC 13A-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L12A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 13 WEST BCC 13B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 13 WEST BCC 13B-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L12A 18,20 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 13 WEST BCC 14A-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L16A 2,4 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 14 WEST BCC 14A-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L16A 2,4 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 14 WEST BCC 14B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L16A 2,4 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 14 WEST BCC 14B-02 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L16A 2,4 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 14 WEST BCC 15A-01 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L16A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 15 WEST BCC 15A-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L16A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 15 WEST BCC 15B-01 BRANCH CONTROLLER 0 hp 0.02 kVA 0.09 A N No 208 V 1 L16A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 15 WEST BCC 15B-02 BRANCH CONTROLLER 0 hp 0.01 kVA 0.06 A N No 208 V 1 L16A 14,16 20 A 2 20.2 DIV 26 THERMAL SWITCH DIV 23 INTEGRAL LEVEL 15 WEST 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS REFER TO CONTINUATION SHEET FOR TABLE I J. ADDITIONAL LIGHTING ALLOWANCE: AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM REFER TO CONTINUATION SHEET FOR TABLE J This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. No exceptional conditions apply to this project. F. INDOOR LIGHTING FIXTURE SCHEDEULE REFER TO CONTINUATION SHEET FOR TABLE F STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name:3rd & Broadway West Report Page: Page 2 of 9 G. MODULAR LIGHTING SYSTEMS This Section Does Not Apply H. INDOOR LIGHTING CONTROLS (Not Including PAFs) REFER TO CONTINUATION SHEET FOR TABLE H Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared:6/27/2025 Controls Compliance (See Table H for Details) Rated Power Reduction Compliance (See Table Q for Details) Not Applicable D. EXCEPTIONAL CONDITIONS E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction Total Designed Watts CONDITIONED SPACES: 6201.8 Plus pgs 1. FOOTNOTE: Design Watts for small aperture and color changing luminaires which qualify per §140.6(a)4B is adjusted to be 75% of their rated wattage. Rated wattage in column Table F automatically makes this adjustment, the permit applicant should enter full rated wattage in column 05. 2. Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per §130.0(c) Wattage used must be the maximum rated for the luminaire, not the lamp. CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 W1 4' WET LOCATION ENCLOSED GASKETED STRIPLIGHT 30 Mfr. Spec[2]25 750 W2 WALL MOUNT LINEAR STAIRWELL LIGHT 60 Mfr. Spec[2] 69 4140 XF-01 STAKE MOUNT PATH LIGHT FOR COUNTER 14 Mfr. Spec[2] 3 42 XF-02 BBQ LIGHT COUNTERTOP MOUNT 14 Mfr. Spec[2] 1 14 XF-03 RECESSED STRIPLIGHT 2.2 Mfr. Spec[2] 94 206.8 XF-04 EXTERIOR SURFACE MOUNT DOWNLIGHT 20 Mfr. Spec[2]12 240 XF-05 GROUND MOUNT FLOOD LIGHT FOR THE TREES 14 Mfr. Spec[2] 56 784 XF-06 LED STRIP FIXTURE 5 Mfr. Spec[2] 5 25 STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name:3rd & Broadway West Report Page: Page 5 of 9 Project Address:1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 F. INDOOR LIGHTING FIXTURE SCHEDEULE Table Instructions: Include all permanent designed lighting and all portable lighting in offices. Designed Wattage: Conditioned Spaces 01 02 03 04 05 06 07 08 09 10 Name or Item Tag Complete Luminaire Description Track Fixture Small Aperture & Color Change(1) Watts per luminaire(2) How Wattage is determined Total number luminaires Exempt per §140.6(a)3 Design Watts Field Inspector Pass Field S3 8' STRIPLIGHT 53 Mfr. Spec[2] 23 1219 S4 8' STRIPLIGHT 53 Mfr. Spec[2] 12 636 Total Designed Watts CONDITIONED SPACES: 13011.9 Plus pgs 1. FOOTNOTE: Design Watts for small aperture and color changing luminaires which qualify per §140.6(a)4B is adjusted to be 75% of their rated wattage. Rated wattage in column Table F automatically makes this adjustment, the permit applicant should enter full rated wattage in column 05. 2. Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per §130.0(c) Wattage used must be the maximum rated for the luminaire, not the lamp. CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 F-01 LOBBY INTERIOR DOWNLIGHT HIGH CEILING 14.3 Mfr. Spec[2] 3 42.9 FX-01 RECESSED DOWNLIGHT 12 Mfr. Spec[2] 21 252 F-03 EXTERIOR DOWNLIGHT RECESSED IN BEAMS 24.5 Mfr. Spec[2] FX-03 EXTERIOR RATED CATENARY PENDANT SYSTEM 6.5 Mfr. Spec[2] 28 182 FX-06 STAKE MOUNTED TREE UPLIGHT 7 Mfr. Spec[2] 4 28 FX-13 WALL SCONCE OVER GARAGE 14 Mfr. Spec[2] 10 140 R1 4" SURFACE MOUNT ROUND DOWNLIGHT 12 Mfr. Spec[2] 137 1644 S1 SURFACE MOUNT PARKING GARAGE LIGHT 20 Mfr. Spec[2] 260 5200 S2 4' STRIPLIGHT 28 Mfr. Spec[2] 131 3668 STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name:3rd & Broadway West Report Page: Page 4 of 9 Project Address:1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 F. INDOOR LIGHTING FIXTURE SCHEDEULE Table Instructions: Include all permanent designed lighting and all portable lighting in offices. Designed Wattage: Conditioned Spaces 01 02 03 04 05 06 07 08 09 10 Name or Item Tag Complete Luminaire Description Track Fixture Small Aperture & Color Change(1) Watts per luminaire(2) How Wattage is determined Total number luminaires Exempt per §140.6(a)3 Design Watts Field Inspector Pass Field *NOTES: Controls with a * require a note in the space below explaining how compliance is achieved. EX: Conference 1: Primary/Skylight Daylighting: Exempt becasuse less than 120 watts of general lighting; EXCEPTION 1 TO 130.1(D)2 Plan Sheet Showing Daylit Zones: R1-E2 Series Explain here why item with asterisk complies CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 SEE PLAN PKG GARAGE; PARKING ZONE Manual ON/OFF Dimmer Occ. Sensor NA NA SEE PLAN PKG GARAGE; DEDICATED RAMPS Manual ON/OFF Dimmer Occ. Sensor NA NA Manual ON/OFF Dimmer Occ. Sensor NA NA §110.12(c) §130.1(c)Pass Field Not Required - Building <= 0.5 W/SF Whole Building Timeswitch Area Level Controls 04 05 06 07 08 09 10 11 12 Area Description Complete Building or Area Category Primary Function Area Area Controls §130.1( a) Multi-Level Controls § 130.1(b) Shuf-Off Controls § 130.1(c) Primary/Skylit Daylighting § 130.1(d) Secondary Daylighting § 140.6(d) Interlocked Systems § 140.6(a)1 Field Inspector Pass Field SEE PLAN CORRIDOR AREA Manual ON/OFF Dimmer Occ. Sensor Included Included SEE PLAN STAIRWELL Manual ON/OFF Dimmer Occ. Sensor NA NA SEE PLAN ALL OTHER Manual ON/OFF Dimmer Occ. Sensor NA NA STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name: 3rd & Broadway West Report Page: Page 6 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 H. INDOOR LIGHTING CONTROLS (Not Including PAFs) Table Instructions: Please include lighting controls for conditioned and unconditioned spaces in this table. When an option having a * is selected, the notes section of this table must be completed. The lighting controls section of the Compliance Summary Table on the first page will show "DOES NOT COMPLY" if the notes are left blank. Building Level Controls 01 02 03 Mandatory Demand Response Shut-Off Controls Field Inspector SEE PLAN C/I STORAGE; WAREHOUSE Manual ON/OFF Dimmer Occ. Sensor NA NA SEE PLAN MAIN ENTRY LOBBY Manual ON/OFF Dimmer Occ. Sensor Included Included SEE PLAN ELECT, MECH, TELE ROOMS Manual ON/OFF Dimmer Exempt* NA NA SEE PLAN RESTROOMS Manual ON/OFF Dimmer Occ. Sensor NA NA SEE PLAN RETAIL SALES; MERCHANDISE SALES Manual ON/OFF Dimmer Occ. Sensor NA NA CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS Table Instructions: Complete the table for each area complying using the Complete Building or Area Category Methods per §140.6(b). Indicate if additional lighting power allowances per § 140.6(c) or adjustments per §140.6(a) are being used. Conditioned Spaces SEE PLAN MAIN ENTRY LOBBY 0.85 671 570.35 STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: 3rd & Broadway West Report Page: Page 7 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 TOTAL: 212254 43267.85 See Tables J or P for detail 01 02 03 04 05 06 Area Description Complete Building or Area Category Allowed Density (W/ft2) Area Allowed Wattage (Watts) Additional Allowances / AdjustmentsPrimary Function Area (ft2) Area Category PAF SEE PLAN CORRIDOR AREA 0.6 1753 1051.8 SEE PLAN STAIRWELL 0.5 6702 3351 SEE PLAN ALL OTHER 0.4 8976 3590.4 SEE PLAN C/I STORAGE; WAREHOUSE 0.45 4392 1976.4 SEE PLAN RESTROOMS 0.65 59 38.35 SEE PLAN RETAIL SALES; MERCHANDISE SALES 1 10848 10848 SEE PLAN LOUNGE, BREAKROOM, OR WAIT AREA 0.65 3903 2536.95 SEE PLAN ELECT, MECH, TELE ROOMS 0.4 6032 2412.8 SEE PLAN PKG GARAGE; PARKING ZONE 0.1 168918 16891.8 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 REFER TO CONTINUATION SHEET FOR TABLE T U. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE REFER TO CONTINUATION SHEET FOR TABLE U This Section Does Not Apply M. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING This Section Does Not Apply N. ADDITIONAL LIGHTING ALLOWANCE: TAILORED ORNAMENTAL/SPECIAL EFFECTS This Section Does Not Apply Q. RATED POWER REDUCTION COMPLIANCE FOR ALTERATIONS This Section Does Not Apply R. 80% LIGHTING POWER FOR ALTERATIONS - CONTROLS EXCEPTIONS This Section Does Not Apply O. ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE This Section Does Not Apply P. POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAF)) This Section Does Not Apply S. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF) This Section Does Not Apply T. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name: 3rd & Broadway West Report Page: Page 3 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 K. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE This Section Does Not Apply L. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY X NRCA-ENV-03-F - Must be submitted for daylighting design power adjustment factor (PAF). CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 U. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Table Instructions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and any with "-A" in the form name must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html X NRCA-LTI-03-A - Must be submitted for automatic daylight controls. X NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. X NRCA-LTI-05-A - Must be submitted for institutional tuning power adjustment factor (PAF). X NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a conference room, a multipurpose room, or a theater to be recognized for compliance.X X NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for compliance.X YES NO Form/Title Field Inspector Pass Field X NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. YES NO Form/Title Field Inspector Pass Field X NRCI-LTI-01-E - Must be submitted for all buildings NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), to be recognized for compliance. Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 T. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Table Instructions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at http://ww2.energy.ca.gov/title24/2019standards/2019 compliance documents/Nonresidential Documents/NRCI/ STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name: 3rd & Broadway West Report Page: Page 8 of 9 Altered Lighting System 0 Unconditioned:= >= = CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name: 3rd & Broadway West Report Page: Page 1 of 9 Scope of Work Conditioned Spaces Unconditioned Spaces 01 02 03 04 05 My Project Consists of (check all that apply): Calculation Method Area (sf) Calculation Method Area (sf) New Lighting System Area Category 212254 0X Office Retail Warehouse Hotel/Motel School Support Areas Parking Garage High-Rise Residental Relocatable Healthcare Other (write in):X B. PROJECT SCOPE Table instructions: Include any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.6 or 141.0(b)2 for alterations. WARNING: Changing the Calculation Method in this table will result in the deletion of data previously input. If you need to change the calculation method, please open a new form or use "Save As". Complete Building 140.6(c)1 Area Category 140.6(c)2 Area Category Additional 140.6(c)2G Tailored 140.6(c)3 Total Allowed (Watts) Total Designed (Watts) Adjustments Total Adusted (Watts) *Includes Adjustments 05 Must be >=08 140.6 PAF Control Credits 140.6(a)2 (+) (+) (-) (See Table I) (See Table I) (See Table J) (See Table K) (See Table F) (See Table P) Conditioned: 0 43267.85 0 0 =43267.85 >=19213.7 0 =19213.7 Complies Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 A. GENERAL INFORMATION 01 Project Location (city) Santa Ana 04 Total Conditioned Floor Area (sf) 212254 02 Climate Zone 3 05 Total Unconditioned Floor Area (sf) 0 03 Occupancy Types Within Project (select all that apply}: 06 # of Stories (Habitable Above Grade) 16 Total Area of Work (sf) 212254 0 C. COMPLIANCE RESULTS Table Instructions: If any cell on this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance. Lighting in conditioned and unconditioned spaces must not be combined for compliance per 140.6(b)1. Allowed Lighting Power per 140.6(b) (Watts) Adjusted Lighting Power per 140.6(a) (Watts) Compliance Results 01 02 03 04 = 05 >= 06 07 = 08 09 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 City/State/Zip: IRVINE, CA 92612-1029 Phone: (949) 833-8190 2 I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3 The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4 The building design features or system design features identified on this Certificate of Compliance are consistent with the informatin provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit appliaction. STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name: 3rd & Broadway West Report Page: Page 9 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: June 27, 2025 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Documentation Author Name: JENNIFER BERG, P.E. Documentation Author Signature: Company: GLUMAC Signature Date: June 27, 2025 Address: 18200 VON KARMAN AVENUE, STE 100 CEA/HERS Certification Identification (if applicable): City/State/Zip: IRVINE, CA 92612-1029 Phone: (949) 833-8190 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 5 I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: JENNIFER BERG, P.E. Responsible Designer Signature: Company: GLUMAC Date Signed: June 27, 2025 Address: 18200 VON KARMAN AVENUE, STE 100 License: E16797 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 6/27/2025 11:57:45 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.5 ENERGY CALCULATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 REFER TO CONTINUATION SHEET FOR OUTDOOR TABLE J K. LIGHTING ALLOWANCE: SALES FRONTAGE This Section Does Not Apply E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction REFER TO CONTINUATION SHEET FOR OUTDOOR TABLE H I. LIGHTING POWER ALLOWANCE (per §140.7 REFER TO CONTINUATION SHEET FOR OUTDOOR TABLE I J. LIGHTING ALLOWANCE: PER APPLICATION F. OUTDOOR LIGHTING FIXTURE SCHEDEULE REFER TO CONTINUATION SHEET FOR OUTDOOR TABLE F G. CUTOFF REQUIREMENTS (BUG) This Section Does Not Apply H. OUTDOOR LIGHTING CONTROLS STATE OF CALIFORNIA Oudoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: 3rd & Broadway West Report Page: Page 2 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. No exceptional conditions apply to this project. CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: April 2021 (See Table I) (See Table J) (See Table K) (See Table L) (See Table M) (See Table N) (See Table F) 1915.6 + 252 + 0 + 0 + 998.8 OR 0 = 3166.4 => 1773.8 Complies Cutoff Compliance (See Table G for Details) Not Applicable Controls Compliance (See Table H for Details) My Project consists of: 01 02 New Lighting System Must Comply with Allowances from 140.7X Altered Lighting System Is your alteration increasing the connected lighting load (Watts)? Yes No STATE OF CALIFORNIA Oudoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E This document is used to demonstrate compliance with requirements in §110.9, §110.12(c),§130.0, §130.1, §140.6, and §141.0(b)2 for indoor lighting scopes using the prescriptive path. Project Name: 3rd & Broadway West Report Page: Page 1 of 9 LZ-0: Very Low - Undeveloped Parkland LZ-2: Moderate - Rural Areas LZ-4: High - Must be reviewed by CEC for Approval LZ-1: Low - Developed Parkland LZ-3: Moderately High - Urban AreasX B. PROJECT SCOPE Table Instructions: Include any outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in §140.7 or § 141.0(b)2L for alterations. 03 04 05 % of Existing Luminaires Being Altered(1) Sum total of Luminaires Being Added or Altered Calculation Method <10% ≥ 10% and < 50% ≥ 50% Please proceed to Table F. Outdoor Lighting Fixture Schedule to define the project's luminaires. (1) Foot Notes: % of Existing Luminaires Being Altered = (Sum Total of Luminaires Being Added or Altered / Existing Luminaires within the Scope of the Permit Application) x 100 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 A. GENERAL INFORMATION 01 Project Location (city) Santa Ana 04 Total Illuminated Hardscape Area (ft2) 21760 02 Climate Zone 3 03 Outdoor Lighting Zone per Title 24, Part 1 §10-114 or as designated by Authority Having Jurisdiction (AHJ): C. COMPLIANCE RESULTS Table Instructions: If any cell on this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance. Calculation of Total Allowed Lighting Power (Watts) 140.7 or 141.0(b)2L Compliance Results 01 + 02 + 03 + 04 + 05 OR 06 = 07 => 08 09 General Hardscape Allowance 140.7(d)1 Per Application 140.7(d)2 Sales Frontage 140.7(d)2 Ornamental 140.7(d)2 Per Specific Area 140.7(d)2 Existing Power 141.0(b)2L Total Allowed (Watts) Total Actual (Watts)07 Must be >= 08 Total Designed Watts:1773.8 ⁴ Compliance with mandatory cutoff requirements is required for luminaires with initial lumen output ≥ 6,200 unless exempted by §130.2(b). CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name:3rd & Broadway West Report Page: Page 3 of 9 Project Address:1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 * NOTES: Selections with a * require a note in the space below explaining how compliance is achieved. EX: Luminaire is lighting a statue; EXCEPTION 2 to §130.2(b) ¹ FOOTNOTES: Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per §130.0(c). ² For linear luminaires, wattage should be indicated as W/lf instead of Watts/luminaire. Total linear feet for the luminaire should be indicated in column 05 instead of number of luminaires ³ Select “New” for new luminaires in a new outdoor lighting project or for added luminaires in an alteration. Select “Altered” for replacement luminaires in an alteration. Select “Existing to Remain” for existing luminaires within the project scope that are not being altered and are remaining. Select “Existing Reinstalled” for existing luminaires which are being removed and reinstalled as part of the project scope F. OUTDOOR LIGHTING FIXTURE SCHEDEULE Table Instructions: For new or altered lighting systems demonstrating compliance with §140.7 (ie Table I has expanded for input), include all luminaires being installed and any existing luminaires remaining or being moved within the spaces covered by the permit application in the Table below. For altered lighting systems using the Existing Power method per §141.0(b)2L (ie Table N has expanded for input), include only new luminaires being installed and replacement luminaires being installed as part of the project scope (ie, do not include existing luminaires remaining or existing luminaires being moved). Designed Wattage: 01 02 03 04 05 06 07 08 09 10 FX-06 LED TREE UPLIGHT (Landscape Lighting)7 Mfr. Spec[2] 4 New 28 NA:<6,200 lumenLinear FX-13 LED WALL SCONCE 14 Mfr. Spec[2] 10 New NA:<6,200 lumenLinearX XF-01 STAKE MOUNT PATH LIGHT FOR COUNTER 14 Mfr. Spec[2] 3 New 42 NA:<6,200 lumenLinear XF-02 BBQ LIGHT COUNTERTOP MOUNT 14 Mfr. Spec[2] 1 New 14 NA:<6,200 lumenLinear XF-03 RECESSED STEPLIGHT 2.2 Mfr. Spec[2] 94 New 206.8 NA:<6,200 lumenLinear XF-04 EXTERIOR SURFACE MOUNT DOWNLIGHT 20 Mfr. Spec[2]12 New 240 NA:<6,200 lumenLinear XF-05 GROUND MOUNT FLOOD LIGHT 14 Mfr. Spec[2] 56 New 784 NA:<6,200 lumenLinear XF-06 LED STRIP FIXTURE 5W/LF Mfr. Spec[2] 5 LF New 25 NA:<6,200 lumenXLinear Name or Item Tag Complete Luminaire Description Watts per luminaire (1) (2) How Wattage is determined Total number luminaires Luminaire Status(3)Excluded per 140.7(a)Design Watts Cutoff Req. >= 6,200 initial lumen output Field Inspector Pass Fail§130.2(b)⁴ FX-01 RECESSED LED DOWNLIGHT 12 Mfr. Spec[2] 21 New 252 NA:<6,200 lumenLinear FX-03 LED PENDANT 6.5 Mfr. Spec[2] 28 New 182 NA:<6,200 lumenLinear CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 Mandatory Controls 01 02 03 04 05 Area Description Shut-Off Auto-Schedule Motion Sensor Field Inspector H. OUTDOOR LIGHTING CONTROLS Table Instructions: Complete this table demonstrating compliance with controls requirements for all new or altered luminaires installed as part of the permit application. For alteration projects, luminaires which are existing to remain (ie untouched) and luminaires which are removed and reinstalled (wiring only) do not need to be included in this table even if they are within the spaces covered by the permit application. When an option having a * is selected, the notes section of this table must be completed. The lighting controls section of the Compliance Summary Table on the first page will show "DOES NOT COMPLY" if the notes are left blank. For each requirement in columns 02 through 04, do not leave the field blank, instead select NA or Exempt* from the dropdown list to indicate not applicable or an exemption. *NOTES: Controls with a * require a note in the space below explaining how compliance is achieved. EX: Not permitted by health & safety to be turned off; EXCEPTION 1 to §130.2(c). §130.2(c)1 §130.2(c)2 §130.2(c)3 Pass Field Outdoor Area Astronomical Timer & Photocell Yes N/A. Luminaire Wattage <40Watts STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name:3rd & Broadway West Report Page: Page 4 of 9 Project Address:1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 Total General Hardscape Allowance (Watts):1915.6 I. LIGHTING POWER ALLOWANCE (per §140.7) Table Instructions: Please complete this table for areas using the allowance calculations per §140.7. General Hardscape Allowance is per Table 140.7-A while "Use it or lost it" Allowances are per Table 140.7-B. Indicate which allowances are being used to expand sections for user input. Luminaires that qualify for one of the "Use it or lose it" allowances shall not qualify for another "Use it or lose it" allowance. General Hardscape Allowance "Use it or lose it" Allowances (select all that apply) Per Specific Area Sales Frontage Ornamental Per Specific AreaX X X Table I (below) Table J Table K Table L Table M Calculated General Hardscape Lighting Power Allowance per Table 140.7-A 02 03 04 05 06 07 08 09 10 Area Description Surface Type Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA)Total General AWA+LWA (Watts) STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name:3rd & Broadway West Report Page: Page 5 of 9 Project Address:1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 Illuminated Area (sf) Allowed Density (W/sf) Area Allowance (W) Perimeter Length (lf) Allowed Density (W/lf) Linear Allowance (W) 1st Floor Hardscape Concrete 6580 0.03 197.4 1025 0.4 410 607.4 6th Floor Hardscape Concrete 3900 0.03 117 377 0.4 150.8 267.8 7th Floor Hardscape Concrete 8600 0.03 258 656 0.4 262.4 520.4 0 0 0 0 0 0 0 0 0 Initial Wattage Allowance for Entire Site (Watts):350 15th Floor Hardscape Concrete 2680 0.03 80.4 224 0.4 89.6 170 0 0 0 0 0 0 0 0 0 0 0 0 Total Design Watts for this Area: 0 0 0 0 Total Design Watts for this Area: 252 252 0 0 Total Design Watts for this Area: 0 0 0 0 0 0 Total Additional Allowance (Watts)All Areas: 252 ¹ FOOTNOTES: Primary entrance applications are only available for senior care facilities, healthcare facilities, police stations, hospitals, fire stations, and emergency vehicle facilities. ² The Allowance per Location for ATMs is 100W for the first ATM and 35W for each additional² The Allowance per Location for ATMs is 100W for the first ATM and 35W for each additional per Table 140.7-B. ³ For luminaires indicated in Table F as linear, wattage in column 07 is W/lf instead of Watts/luminaire. Total linear feet for the luminaire should be indicated in column 08 instead of number of luminaires CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 Area Description Application per CALCULATED ALLOWANCE (Watts) DESIGN WATTS Additional Allowance (Watts) # of Locations Allowance per Location² (Watts) Extra Allowance (Watts) Luminaire Name or Item Tag Watts per Luminaire³ # of Luminaires³Design WattsTable 140.7-B¹ 1ST FLOOR BUILDING ENTRANCES 18 19 342 FX-01 12 21 252 0 0 STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: 3rd & Broadway West Report Page: Page 6 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 J. LIGHTING ALLOWANCE: PER APPLICATION Table Instructions: Please complete this table for areas using the wattage allowance per application from Table-140.7-B. 01 02 03 04 05 06 07 08 09 10 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 6/27/2025 11:57:48 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.6 ENERGY CALCULATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 3 The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4 The building design features or system design features identified on this Certificate of Compliance are consistent with the informatin provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit appliaction. 5 I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: JENNIFER BERG, P.E. Responsible Designer Signature: Company: GLUMAC Date Signed: June 27, 2025 Address: 18200 VON KARMAN AVENUE, STE 100 License: E16797 City/State/Zip: IRVINE, CA 92612-1029 Phone: (949) 833-8190 City/State/Zip: IRVINE, CA 92612-1029 Phone: (949) 833-8190 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2 I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: 3rd & Broadway West Report Page: Page 9 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Documentation Author Name: JENNIFER BERG, P.E. Documentation Author Signature: Company: GLUMAC Signature Date: June 27, 2025 Address: 18200 VON KARMAN AVENUE, STE 100 CEA/HERS Certification Identification (if applicable): XF-02 14 1 14 0 Total Design Watts for this Area: 212 212 Total Design Watts for this Area: 20 20 SEE PLAN (6TH FL) CANOPIES: NON-SALES 3929 0.27 1060.83 XF-03 2.2 23 50.6 Total Design Watts for this Area: 702.2 702.2 SEE PLAN (15TH FL) CANOPIES: NON-SALES 2685 0.27 724.95 XF-03 2.2 20 44 XF-05 14 12 168 Total Design Watts for this Area: 64.6 64.6 SEE PLAN (7TH FL) CANOPIES: NON-SALES 7800 0.27 2106 XF-03 2.2 51 112.2 XF-04 20 12 240 XF-05 14 25 350 Total Additional Allowance (Watts)All Areas: 998.8 ¹ FOOTNOTES: See Table 140.7-B for the rules for calculating the specific areas (ft²) for these additional lighting allowances. ² For luminaires indicated in Table F as linear, wattage in column 07 is W/lf instead of Watts/luminaire. Total linear feet for the luminaire should be indicated in column 08 instead of number of luminaires. CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: 3rd & Broadway West Report Page: Page 7 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 M. LIGHTING ALLOWANCE: PER SPECIFIC AREA Table Instructions: Please complete this table for areas using the wattage allowance per specific area type from Table 140.7-B. More than one specific area allowance may be taken in a single project, if applicable. However, multiple specific area allowances may not be taken for the exact same area on the site. 01 02 03 04 05 06 07 08 09 10 Area Description Specific Area Type per CALCULATED ALLOWANCE (Watts) DESIGN WATTS Additional Allowance (Watts) Specific Area (ft²)1 Allowed Density (W/ft²) Extra Allowance (Watts) Luminaire Name or Item Tag Watts per Luminaires² # of Luminaires²Design WattsTable 140.7-B SEE PLAN (1ST FL EAST) BUILDING FACADES 680 0.17 115.6 FX-05 12 12 SEE PLAN (1ST FL WEST) BUILDING FACADES 340 0.17 57.8 FX-05 8 8 0 0 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 Pass Field NRCA-LTO-02-A - Must be submitted for all outdoor lighting controls except for alterations where controls area added to ≤ 20 luminaires.X Table Instructions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html YES NO Form/Title Field Inspector X NRCI-LTO-01-E - Must be submitted for all buildings. NRCI-LTO-02-E - Must be submitted for a lighting control system; or for an Energy Management Control System (EMCS), to be recognized for compliance.X P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE N. EXISTING CONDITIONS POWER ALLOWANCE (alterations only) This Section Does Not Apply O. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Table Instructions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at https://www.energy.ca.gov/title24/2019standards/2019 _compliance_documents/Nonresidential_Documents/NRCI/ YES NO Form/Title Field Inspector Pass Field STATE OF CALIFORNIA Oudoor Lighting NRCC-LTO-E (Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: 3rd & Broadway West Report Page: Page 8 of 9 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 L. LIGHTING ALLOWANCE: ORNAMENTAL This Section Does Not Apply M. LIGHTING ALLOWANCE: PER SPECIFIC AREA REFER TO CONTINUATION SHEET FOR OUTDOOR TABLE M © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 6/27/2025 11:57:52 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.7 ENERGY CALCULATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 5 11/26/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: April 2021 Location/ Type of Controlled Receptacles Shut-Off Controls Pass Field SEE PLANS OFFICE AUTO ON/OFF VIA OCCUPANCY SENSORS SEE PLANSX SEE PLANS LOBBIES AUTO ON/OFF VIA OCCUPANCY SENSORS SEE PLANSX X NRCI-LTC-01-E - Must be submitted for all buildings K. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE There are no Certificates of Acceptance applicable to electrical power distribution requirements. SEE PLANS CONFERENCE ROOM AUTO ON/OFF VIA OCCUPANCY SENSORS SEE PLANSX SEE PLANS KITCHEN IN OFFICE AREA AUTO ON/OFF VIA OCCUPANCY SENSORS SEE PLANSX SEE PLANS COPY ROOM AUTO ON/OFF VIA OCCUPANCY SENSORS SEE PLANSX Table Instructions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at https://ww2.energy.ca.gov/title24/2019standards/2019 _compliance_documents/Nonresidential_Documents/NRCI/ YES NO Form/Title Field Inspector Pass Field I. CIRCUIT CONTROLS FOR 120-VOLT RECEPTACLES AND CONTROLLED RECEPTACLES Table Instructions: Please complete this table for entirely new or complete replacement electrical power distribution systems to demonstrate compliance with §130.5(d). Both controlled and uncontrolled receptacles must be provided in office areas, lobbies, conference rooms, kitchen areas in office spaces, copy rooms and hotel/motel guest rooms. 01 02 03 04 05 06 Room Name or Description Permanent Durable Marking Will be Used Location of Requirements in Construction Documents Field Inspector * If "Other*" is selected under Compliance Method above, please indicate how compliance has been achieved in the space provided below. J. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION STATE OF CALIFORNIA Electrical Power Distribution NRCC-LTC-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTC-E Project Name: 3rd & Broadway West Report Page: Page 6 of 7 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 11/18/2024 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: April 2021 (kVA) Main Switchboard 'MSWB-HOUSE'New electrical service equipment & meter 4150KVA X Main Switchboard 'MSWB-RESI1'New electrical service equipment & meter 576KVA X Main Switchboard ' MSWB-RESI2'New electrical service equipment & meter 720KVA X ¹ FOOTNOTES: Adding only new feeders and branch circuits triggers Voltage Drop 130.5(c), no other requirements from 130.5 are required. ² Applicable if the utility company is providing a metering system that indicates instantaneous kW demand and kWh for a utility-defined period. Office Retail Warehouse Hotel/Motel School Support Areas Parking Garage High-Rise Residental Relocatable Healthcare Facilities Other (write in):x B. PROJECT SCOPE Project Name: 3rd & Broadway West Report Page: Page 1 of 7 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 A. GENERAL INFORMATION 01 Project Location (city) Santa Ana 02 Occupancy Types Within Project: STATE OF CALIFORNIA Electrical Power Distribution NRCC-LTC-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTC-E This document is used to demonstrate compliance with mandatory requirements in §130.5 for electrical systems in newly constructed nonresidential, high-rise residential and hotel/motel occupancies. Additions and alterations to electrical service systems in these occupancies will also use this document to demonstrate compliance per §141.0(a) or §141.0(b)2P for alterations. Table Instructions: Include any electrical service systems that are within the scope of the permit application. 01 02 03 04 05 06 Scope of Work¹Rating Utility Provided Metering System Exception to §130.5(a)² Demand Response Controls System subject to CA Elec Code Article 517 Exception to §130.5(a)&(b) Where required, demand response controls must be specified which are capable of receiving and automatically responding to at least one standards based messaging protocol which enables demand response after receiving a demand response signal. Sections §120.2, §130.1 and §130.3 and compliance documents NRCC-MCH, NRCC-LTI and NRCC-LTS will indicate when demand response controls are required. Electrical Service Designation/ Description CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: April 2021 D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. No exceptional conditions apply to this project. H. VOLTAGE DROP REFER TO CONTINUATION SHEET FOR TABLE H I. CIRCUIT CONTROLS FOR 120-VOLT RECEPTACLES AND CONTROLLED RECEPTACLES REFER TO CONTINUATION SHEET FOR TABLE I F. SERVICE ELECTRICAL METERING REFER TO CONTINUATION SHEET FOR TABLE F G. SEPARATION OF ELECTRICAL CIRCUITS FOR ENERGY MONITORING REFER TO CONTINUATION SHEET FOR TABLE G Service Electrical Metering §130.5(a) Separation for Monitoring §130.5(b) Voltage Drop §130.5(c) Controlled Receptacles §130.5(d)Compliance Results (See Table F) (See Table G) (See Table K) (See Table L) Yes AND Yes AND Yes AND Yes COMPLIES E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction C. COMPLIANCE RESULTS Table Instructions: If this table says "DOES NOT COMPLY" refer to Table D. for guidance and review the Table that indicates "No". Calculation of Total Allowed Lighting Power (Watts) 140.7 or 141.0(b)2L 01 AND 02 AND 03 AND 04 09 STATE OF CALIFORNIA Electrical Power Distribution NRCC-LTC-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTC-E Project Name: 3rd & Broadway West Report Page: Page 2 of 7 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: April 2021 Main Switchboard 'MSWB-RESI2' 720KVA Single Line Diagram SheetX X X X Main Switchboard 'MSWB-RESI1' 576KVA Single Line Diagram SheetX X X X Electrical Service Designation/ Description Rating (kVA) Required Metering Capabilities per Table 130.5-A Location of Requirements in Construction Documents Field Inspector Instantaneous Demand (kW) Historical Peak Demand (kW) Tracking kWh for user-defined period kWh per rate period Pass Field Main Switchboard 'MSWB-HOUSE' 4150KVA Single Line Diagram SheetX X X X F. SERVICE ELECTRICAL METERING Table Instructions: Complete the table below for new or replacement electrical service systems OR equipment to demonstrate compliance with §130.5(a). Designed Wattage: Conditioned Spaces 01 02 03 04 05 STATE OF CALIFORNIA Electrical Power Distribution NRCC-LTC-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTC-E Project Name: 3rd & Broadway West Report Page: Page 3 of 7 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: April 2021 Elevators, escalators, moving walkways All loads in aggregate Method 1 Refer to panel schedules on Sheet H1.E5.003 - H1.E5.017 Indust./commercial load centers >= 25kVA All loads in aggregate Method 3 Refer to panel schedules on Sheet H1.E5.003 - H1.E5.017 Compliance Method² Requirements in Construction Documents Pass Field Lighting including exit, egress and exterior All lighting disaggregated by floor, type or area Method 3 Refer to panel schedules on Sheet H1.E5.003 - H1.E5.017 HVAC systems and components All HVAC in aggregate and each HVAC load rated at least 50kVA Method 1 Refer to panel schedules on Sheet H1.E5.003 - H1.E5.017 Charging stations for electric vehicles All loads in aggregate Method 3 Refer to panel schedules on Sheet H1.E5.003 - H1.E5.017 Domestic and service water systems All loads in aggregate Method 3 Refer to panel schedules on Sheet H1.E5.003 - H1.E5.017 Plug Loads and appliances < 25kVA All plug load separate by floor, type or area Groups of plug loads exceeding 25 kVA connected load in an area less than 5000 sf Method 3 Refer to panel schedules on Sheet H1.E5.003 - H1.E5.017 Other ono-HVAC loads or appliances >= 25kVA All loads in aggregate Method 3 Refer to panel schedules on Sheet H1.E5.003 - H1.E5.017 * NOTES: If "Other*" is selected under Compliance Method above, please indicate how compliance has been achieved in the space provided below. ¹ FOOTNOTES: For each separate load type, up to 10% of the connected load may be of any type. ² Method 1: Switchboards/ motor control centers/ panelboard loads disaggregated for each load type Method 2: Switchboards/ motor control centers/ panelboard supply other distribution equipment with loads disaggregated for each load type Method 3: Branch circuits serve load types individually & provisions for adding future branch curcuit monitoring Method 4: Complete metering system measures and reports loads by type See Chapter 8 of the Nonresidential Compliance Manual for more detail on Compliance Methods. STATE OF CALIFORNIA Electrical Power Distribution NRCC-LTC-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTC-E Project Name: 3rd & Broadway West Report Page: Page 4 of 7 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 G. SEPARATION OF ELECTRICAL CIRCUITS FOR ENERGY MONITORING Table Instructions: Complete this table for entirely new or complete replacement electrical power distribution systems to demonstrate compliance with §130.5(b). Using the dropdown choices in column 01, indicate the load types included for each service. Any load types that are not included in the service do not need to be shown. Electrical Service Designation/Description: 01 02 03 04 05 Load Type per Table 130.5-B[1]Minimum Required Separation of Load per Table 130.5-B Location of Field Inspector CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: April 2021 Pass Field Main Switchboard 'MSWB- HOUSE' Permitted by CA Elec Code (Exception to § 130.5(c))* Refer to Voltage Drop Table on Sheet and Voltage Calculation on SHEET R1.E5.1 & R1-5.5 SHEET R1-E5.1 & R1-5.5Voltage drop < 5%X Main Switchboard MSWBD-'RESI 2' Permitted by CA Elec Code (Exception to § 130.5(c))* Refer to Voltage Drop Table on Sheet and Voltage Calculation on SHEET R1-E5.3 & R1-5.5 SHEET R1-E5.3 & R1-5.5Voltage drop < 5%X Main Switchboard 'MSWB-RESI1' Permitted by CA Elec Code (Exception to § 130.5(c))* Refer to Voltage Drop Table on Sheet and Voltage Calculation on SHEET R1-E5.3 & R1-5.5 SHEET R1-E5.3 & R1-5.5Voltage drop < 5%X *NOTES If "Permitted by CA Elec Code*" is selected under Compliance Method above, please indicate where the exception applies in the space provided below. ¹ FOOTNOTES: Voltage drop calculations may be attached to the permit application outside the construction documents if allowed by the Authority Having Jurisdiction. Select "attached" if applicable. If calculations will be the responsibility of the installing contractor, select "Contractor Responsible". STATE OF CALIFORNIA Electrical Power Distribution NRCC-LTC-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTC-E Project Name: 3rd & Broadway West Report Page: Page 5 of 7 Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 H. VOLTAGE DROP Table Instructions: Please complete this table for entirely new or complete replacement electrical power distribution systems, or alterations that add, modify or replace both feeders and branch circuits to demonstrate compliance with §130.5(c). For alterations, only the altered circuits must demonstrate compliance per §141.0(b)2Piii. 01 02 03 04 05 Electrical Service Designation/ Description Combined Voltage Drop on Installed Feeder/Branch Circuit Conductors Compliance Method Sheet Number for Voltage Drop Calculations in Construction Documents Field InspectorLocation of Voltage Drop Calculations¹ CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance: http://www.energy.ca.gov/title24/2019standards April 2021 5 I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: JENNIFER BERG, P.E. Responsible Designer Signature: STATE OF CALIFORNIA Electrical Power Distribution NRCC-LTC-E (Created 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTC-E Project Name: 3rd & Broadway West Report Page: Page 7 of 7 1.The information provided on this Certificate of Compliance is true and correct. 2 I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3 The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4 The building design features or system design features identified on this Certificate of Compliance are consistent with the informatin provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit appliaction. Address: 18200 VON KARMAN AVENUE, STE 100 CEA/HERS Certification Identification (if applicable): City/State/Zip: IRVINE, CA 92612-1029 Phone: (949) 833-8190 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: Project Address: 1103 North Broadway, Santa Ana, CA 92701 Date Prepared: 6/27/2025 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Documentation Author Name: JENNIFER BERG, P.E. Documentation Author Signature: Company: GLUMAC Signature Date: June 27, 2025 Company: GLUMAC Date Signed: June 27, 2025 Address: 18200 VON KARMAN AVENUE, STE 100 License: E16797 City/State/Zip: IRVINE, CA 92612-1029 Phone: (949) 833-8190 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 6/27/2025 11:57:56 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E0.8 ENERGY CALCULATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE ? DYH LIMIT OF PODIUM LIMIT OF PODIUM LIMIT OF PODIUM FX-03 FX-03 FX-03 FX-03 FX-03 FX-03 FX-03 FX-03 FX-03FX-03FX-03FX-03FX-03FX-03 FX-03 FX-03 FX-03 FX-03 FX-03 FX-03 FX-03 FX-03FX-03FX-03FX-03FX-03 FX-03FX-03 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21H1-21 H1-21H1-21H1-21H1-21H1-21H1-21 H1-21H1-21H1-21H1-21H1-21H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 H1-21 6 6 SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/16" = 1'-0" 6/27/2025 11:58:14 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E1.0 SITE LIGHTING PLAN 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/16" = 1'-0" SITE LIGHTING PLAN1 A. EXTERIOR LIGHTING CIRCUITS SHALL UTILIZE A MINIMUM OF #10AWG COPPER, UNO. B. SITE LIGHTING TO BE CONTROLLED VIA EXTETIOR PHOTOCELL AND ASTROMIC TIMECLOCK VIA nLIGHT CENTRALIZED CONTROL SYSTEM. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG OSS OS OS OS S OS OS OS OS OS S S S OS S S S S S S1 EM S1 S1 S1 S1 S1 S1 EM S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 S1 S1 EM S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 EM S1 S1 S1 S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 S1 S1 S1 EM S1 S1 S1 EM S1 EMS1 RESIDENTIAL STORAGE RB1F16 GREASE INTERCEPTOR HP01A08 FIRE WATER STORAGE RP01B19 W2 EM S2 S2S2 EM S2 S2 EM S2 EM S2 S2 S2 EM S1 EM S1 R1 EM R1 EM R1 EM R1 EM R1 EM W2 EM REGION SCOPE SHOWN ON 3RD AND BROADWAY EAST DRAWINGS S1 EM REGION SCOPE SHOWN ON 3RD AND BROADWAY EAST DRAWINGS REGION SCOPE SHOWN ON 3RD AND BROADWAY EAST DRAWINGS REGION SCOPE SHOWN ON 3RD AND BROADWAY EAST DRAWINGS S2 S2 R1 EM R1 EM R1 EM H1-15 H1-15E1H1-7 H1-15 E1H1-7 E1H1-7 H1-15H1-15 H1-15 H1-15 E1H1-7 H1-9 H1-9 E1H1-13 E1H1-13 E1H1-7 E1H1-7 E1H1-13 E1H1-13 E1H1-7 E1H1-7 H1-9 H1-9 H1-9 H1-9 E1H1-7 H1-9 H1-9 E1H1-7 H1-9 H1-9E1H1-7 H1-9 H1-9 E1H1-7 H1-9 H1-9 E1H1-9 H1-9 E1H1-9 H1-17 E1H1-9 H1-17 H1-17 H1-17 H1-17 E1H1-9 H1-17 E1H1-9 H1-17 H1-17 E1H1-9H1-17E1H1-9 E1H1-9 E1H1-9 E1H1-9 H1-17 H1-17H1-17H1-17H1-17 E1H1-9 H1-17 E1H1-9H1-9E1H1-7 E1H1-9 E1H1-11 E1H1-9 E1H1-9 E1H1-11 S1 H1-17 S1 EM E1H1-9 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' PLUMBING ROOM RB1F13 MDP HOUSE RB1F12 FIRE PUMP & WATER STORAGE RB1F11 STAIR 02 R94 S1 H1-9 W2 EM E1H1-13 E1H1-7 E1H1-7 E1H1-7 E1H1-7 E1H1-9 E1H1-7 E1H1-7 E1H1-7 H1-9 R1 S1 S1 H1-17 H1-17 H1-9 S1 E1H1-11 S2 EM E1H1-9 FAN ROOM RP01A19 S2 H1-9 R1 EM R1 EM E1H1-9 E1H1-9 X-01 X-01 X-01 X-01 X-01 X-01 X-01 R1-E6.3 3 R1-E6.3 4 R1 EM E1H1-7 R1 EM E1H1-7 S1 6 6 6 6 6 RAMP TO FIRST FLOOR. REFER TO FIRST FLOOR LIGHTING PLAN FOR LIGHTING CONTINUATION. 6 X-01 E1H1-9 6 6 6 6 X-01 X-01 X-01 E1H1-9 E1H1-9 E1H1-9 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/16" = 1'-0" 6/27/2025 11:58:17 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.100 LIGHTING PLAN - LEVEL P01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/16" = 1'-0" LIGHTING PLAN - LEVEL P011 0 16' -0"32' -0"48' -0"64' -0" A. GARAGE FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY AND PHOTOCELL SENSOR. GARAGE FIXTURES TO BE 50% BRIGHT WHEN NO OCCUPANCY IS DETECTED. 1. NOT USED. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG ?S3 S S S S S OS OS OS S S S OS OS S OS OS OS OS OS OS OS S OS S S OS OS S OS S OS S S S3 SSS J J J J OS OS S S SSSS S S S RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 FCC R01F17 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 W2 EM S4 EM S4 EM S4 EM S4 EM S4 EM S4 EM S4 EM S4 EM S4 EM S3 S3 EM S3 S3 EM S3 S3 EM S3 S1 S1 EM S1 S1 EM S1 S1 EM S1 EM S1 EM S1 EM S1 EM S1 EM S1 EM S1 EM 1 1 1 1 1 1 1 1 1 E1H1-17PG2 E1H1-17PG2 E1H1-17PG2E1H1-17PG2 W2 EM S2 EM S2 EM S2S2S2 S3 W2 EM R1 EM R1 EM R1 S2 EM S2 EM S4 EM S4 EM 1 1 FX-13 EM FX-13 EM FX-01 EM R1 FX-01 EM FX-01 FX-01 FX-01 FX-01 EM FX-01 FX-06 FX-06 FX-06FX-06 FX-01 EM FX-01 EM FX-01 EM FX-01 EM FX-01 EM FX-01 FX-01 EM FX-01 FX-01 EM FX-01 FX-01 EM FX-01 FX-13 EMFX-13 EM XF-05XF-05 XF-05XF-05 XF-05XF-05 XF-05XF-05 S2 EM S2 H1-19H1-19H1-19 H1-19 E1H1-21 E1H1-21 E1H1-17 H1-3 E1H1-21 E1H1-21 E1H1-13 E1H1-13 H1-3 H1-5 H1-5 E1H1-17 H1-5 E1H1-17 H1-5 H1-5 H1-5 H1-5H1-5 E1H1-23 E1H1-17 E1H1-23E1H1-23 H1-7E1H1-21 E1H1-17 E1H1-17 E1H1-15 E1H1-15 H1-1 E1H1-15 H1-1 E1H1-11 E1H1-11 E1H1-11 E1H1-19 E1H1-19 H1-7E1H1-17H3-4E1H1-6H3-4 E1H1-17 E1H1-17 H1-7 E1H1-17 H1-7 E1H1-17 H1-7 E1H1-17 H1-7 E1H1-17 E1H1-17 H1-1 E1H1-15 H1-1 E1H1-15 E1H1-23 E1H1-23 E1H1-23 E1H1-19 E1H1-19 E1H1-19 E1H1-6E1H1-6 E1H1-6 E1H1-6 FX-13 EM E1H1-17 FX-13 EM E1H1-17 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FIRE PUMP ROOM R01F11 STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 JANITOR R01F15 RESTROOM R01G15 MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 R1 EM E1H1-23 S4 EM 1 E1H1-19 H1-19 S3 W2 EM S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 EM S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 EM S2 S2 EM S2 S2 EM E1H1-21 H1-7 E1H1-21 H1-7 E1H1-21 F-01 EMF-01 EM F-01 EM E1H1-19E1H1-19 E1H1-19 H1-3 H1-3 H1-3 H1-3 H1-19 H1-19 H1-19 H1-19 H1-19 H1-19 E1H1-19E1H1-19E1H1-19E1H1-19E1H1-19E1H1-19E1H1-19E1H1-19E1H1-21 E1H1-21 E1H1-21E1H1-21E1H1-21 H1-3 R1 FX-01 FX-01 H1-1 H1-1 REFER TO INTERIOR PERMIT PACKAGE REFER TO INTERIOR PERMIT PACKAGE REFER TO INTERIOR PERMIT PACKAGE E1H1-21 E1H1-23 E1H1-23 E1H1-21 E1H1-21 E1H1-23 E1H1-23 E1H1-19 E1H1-19 E1H1-11 E1H1-19 E1H1-19 E1H1-19 E1H1-19 S2 H1-7 EMERGENCY ELECTRICAL ROOM R01F12 MAIN ELECTRICAL ROOM R01F13 FX-13FX-13 E1H1-17 E1H1-17 FX-13 FX-13E1H1-17 E1H1-17 X-01 TRASH ROOM R01H15 H1-19 E1H1-19E1H1-10 H1-23 X-02 X-01 E1H1-19 S2 EM E1H1-21 X-01 E1H1-19 S2 EM E1H1-19 6 6 RETAIL 1 R01F10 6 6 6 6 6666 6 6 6 RAMP TO LEVEL BELOW. REFER TO LIGHTING ON P01 FOR CONTINUATION. RAMP TO LEVEL ABOVE. REFER TO LIGHTING ON LEVEL 2 FOR CONTINUATION. 6 6 6 6 6 6 6 6 6 X-01 X-01 X-02 E1H1-21 E1H1-21 E1H1-21 6 6 6 H1-5 H1-5 H1-5 H1-5 H1-21 H1-21 H1-21 H1-21 6 6 6 6 6 SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 01 GARAGE1 0 8' -0"16' -0"24' -0"32' -0" KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:58:24 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.101 LIGHTING PLAN - LEVEL 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1. FIXTURE CONTROLLED VIA INTEGRAL OCCUPANCY SENSOR IN VACANCY MODE. FIXTURE TO BE MANUAL ON VIA LOW VOLTAGE WALL STATION, AND AUTOMATIC OFF AFTER 20 MINUTES OF NO OCCUPANCY DETECTED. A. EXTERIOR LIGHTING CIRCUITS SHALL UTILIZE A MINIMUM OF #10AWG COPPER, UON. B. SITE LIGHTING TO BE CONTROLLED VIA EXTERIOR PHOTOCELL AND ASTROMIC TIMECLOCK VIA CENTRALIZED CONTROL SYSTEM. C. GARAGE FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY AND PHOTOCELL SENSOR. GARAGE FIXTURES TO BE 50% BRIGHT WHEN NO OCCUPANCY IS DETECTED. 1 9/21/2021 REISSUE FOR PLAN CHECK 3 07/11/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG UP S OS OS OS OS S OS OS OS S OS OS S S S S S W1 EM W1 EM 1 1 S2 S2 W2 EM W2 EM S2 EM S2 EM S1 EM S1 S1 S1 EM S1 EM S1 S1 EM S1 EM S1S1 EM S1 S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 EM S1 R1 EM R1 EMR1 E1H1-13H3-4 E1H1-6 H3-4 H3-4 E1H1-6 E1H1-8 H3-2E1H1-8E1H1-6H3-4E1H1-6 H3-4 H3-4 E1H1-6 H3-4 E1H1-6 H3-4 H3-4 E1H1-6 H3-2 H3-2 E1H1-8 E1H1-8 E1H1-8 E1H1-6 E1H1-11 E1H1-13 E1H1-2 E1H1-4 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' MEP ROOM R02J10 VESTIBULE R02H09 ELEVATOR LOBBY R02H10 VESTIBULE R02H11STORAGE R02G15 VESTIBULE R02H15 ELEVATOR 01 R143 ELEVATOR 02 R144 STAIR 01 R145 STAIR 02 R146 ELEVATOR 03 R147 FSAE LOBBY R02H14 W2 EM E1H1-13 E1H1-4 W1 EM 1 S2 S2 E1H1-11 W2 EM S1 S1 EM S1 EM S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 EMS1 EM S1 EM S1 EM S1 S1 EM S1 R1 EM S2S2 S2S2 R1 EM E1H1-6 E1H1-6 E1H1-6 E1H1-6 E1H1-8 E1H1-8 E1H1-8 E1H1-8 E1H1-8 E1H1-11 H3-2 H3-2 H3-2 H3-2 H3-2 H3-2 E1H1-8H3-2 H3-4 H3-4 H3-4H3-4 H3-4 E1H1-6 H3-4 H3-4 H3-2 E1H1-8 E1H1-6 E1H1-6 E1H1-6 E1H1-6 E1H1-13E1H1-6 E1H1-8 E1H1-8 E1H1-8 E1H1-8 E1H1-11E1H1-13 R1 EM R2 EM R2 EM E1H1-6 E1H1-6 R2 EM E1H1-6 E1H1-6 R2 EM R1 EM R1 EM E1H1-11 E1H1-11 R1 EM R2 EM R2 EM E1H1-8 E1H1-8 E1H1-8 R2 EM E1H1-8 R2 EM E1H1-8 X-01 X-01 X-01 X-02 X-02 X-01 X-01 X-01 X-02X-02 X-02 H3-2 S1 MECHANICAL R02F08 MECHANICAL R02F16 MECHANICAL R02K08 OPEN TO BELOW (SEE LEVEL 1 FOR LIGHTING)CAVITY OPEN TO BELOW (SEE LEVEL 1 FOR LIGHTING) 6 6 6 66 6 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:58:29 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.102 LIGHTING PLAN - LEVEL 02 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 021 0 8' -0"16' -0"24' -0"32' -0" A. GARAGE FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY AND PHOTOCELL SENSOR. GARAGE FIXTURES TO BE 50% BRIGHT WHEN NO OCCUPANCY IS DETECTED. 1. PROVIDE UL924 RELAY TO SERVE LIGHT FIXTURES IN ENTIRE HOISTWAY. FIXTURES TO BE NORMALLY OFF AND TO ONLY TURN ON UPON RECEIVING A SIGNAL FROM THE FIRE ALARM CONTROL PANEL IN AN ALARM STATE. FIXTURES SHALL BE CIRCUITED TO THE EMERGENCY CIRCUIT NOTED. FIXTURE IN THE ELEVATOR PIT SHALL BE THE ONLY FIXTURE WITH MANUAL OVERRIDE. COORDINATE EXACT REQUIREMENTS WITH APPROVED FIRE ALARM SYSTEM PRIOR TO ROUGH-IN. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG UP UP OS OS OS S OS OS OS OS S OS OS S OS SS S S S VESTIBULE R03H09 FSAE LOBBY R03H14 W2 EM W2 EM E1H4-19 E1H4-21 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R03H11 ELEVATOR LOBBY R03H10 STORAGE R03G15 VESTIBULE R03H15 MEP ROOM R03J10 STAIR 01 R138 ELEVATOR 01 R139 ELEVATOR 02 R140 ELEVATOR 03 R141 STAIR 02 R142 R1 EM E1H4-7 S1 EM S1 H3-8E1H4-9 W2 EM R1 EM S1 EM S1 S1 EM S2S2 S2S2 S1 S1 EM S1 EM S1 S1 EM S1 S1 S1 S1 EM S1 S1 EM S1 S1 S1 EM S1 S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 W2 EM R1 EMR1 EMR1 S2 S2 S1 EM S1 S1 EM S1 S2 S2 S1 EM S1 S1 EM S1 S1 EM S1S1 EM S2 EM S2 EM H3-8 H3-8H3-8 E1H4-9 H3-8 H3-8 H3-8H3-8 H3-8 H3-8 H3-8 H3-8 H3-6 H3-8H3-8 H3-8 H3-8 H3-6 H3-6 H3-6 E1H4-7H3-6 H3-6 H3-6 E1H4-7 H3-6 H3-6H3-6 H3-6H3-6 H3-6 E1H4-7H3-6 S2 H3-8 E1H4-21 E1H4-9 E1H4-21 E1H4-9 E1H4-9 E1H4-9 E1H4-9 E1H4-9 E1H4-9 E1H4-9 E1H4-9 E1H4-9 E1H4-9 H3-6 E1H4-7 E1H4-7 H3-6 E1H4-7 E1H4-19 E1H4-19 E1H4-7 E1H4-9 E1H4-9 E1H4-9 E1H4-21 E1H4-9 E1H4-9 E1H4-7 E1H4-7 E1H4-7 E1H4-19 E1H4-9 R1 EM R1 EM E1H4-19 E1H4-19 E1H4-7 E1H4-7 R2 EM R2 EM R2 EM E1H4-7 E1H4-7 E1H4-7 R2 EM E1H4-7 R2 EM E1H4-7 R1 EM E1H4-21 R2 EM R2 EM E1H4-9 E1H4-9 R2 EM E1H4-9 E1H4-9 R2 EM X-01 X-02 X-02 X-02 X-01 S1 H3-6 6 SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:58:33 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.103 LIGHTING PLAN - LEVEL 03 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 031 0 8' -0"16' -0"24' -0"32' -0" A. GARAGE FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY AND PHOTOCELL SENSOR. GARAGE FIXTURES TO BE 50% BRIGHT WHEN NO OCCUPANCY IS DETECTED. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG UP OS OS OS S OS OS OS OS S OS OS S OS OS S S S SS 1 1 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R04H11 ELEVATOR LOBBY R04H10 VESTIBULE R04H09 MEP ROOM R04J10 STORAGE R04G15 FSAE LOBBY R04H14 VESTIBULE R04H15 STAIR 01 R133 ELEVATOR 01 R134 ELEVATOR 02 R135 ELEVATOR 03 R136 STAIR 02 R137 1 W2 EM W2 EM E1H4-19 E1H4-21 R1 EM E1H4-13 S1 EM S1 H3-10E1H4-11 W2 EM R1 EM S1 EM S1 S1 EM S2S2 S2S2 S1 S1 EM S1 EM S1 S1 EM S1 S1 S1 S1 EM S1 S1 EM S1 S1 S1 EM S1 S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 W1 EM W2 EM R1 EMR1 EMR1 W1 EM S2 S2 S1 EM S1 S1 EM S1 S2 S2 S1 EM S1 S1 EM S1 S1 EM S1S1 EM S2 EM S2 EM W1 EM E1H1-4 E1H1-4 H3-10 E1H4-11 H3-10 H3-10 H3-12 H3-12H3-10 H3-10 H3-12 E1H4-13 H3-10 H3-10 H3-10 H3-10H3-10 H3-10 H3-10 H3-12 H3-12 H3-10H3-10 H3-12 E1H4-13 H3-12 H3-12 H3-12 H3-12H3-12 E1H4-13 H3-12 H3-12 H3-12 E1H4-13 E1H4-13 E1H4-19H3-10 E1H1-2 E1H4-11 E1H4-11 E1H4-11 E1H4-11 E1H4-11 E1H4-11 E1H4-11 E1H4-11 H3-12 E1H4-11 E1H4-11 H3-12 E1H4-13 E1H4-13 E1H4-13 E1H4-13 E1H4-11 E1H4-21 E1H4-21 E1H4-19 E1H4-19 E1H4-13 E1H4-13 E1H4-13 E1H4-21 E1H4-11 E1H4-11 E1H4-11 E1H4-11E1H4-11 R1 EM E1H4-21 E1H4-21 R2 EM R2 EM R2 EM R2 EM E1H4-11 E1H4-11 E1H4-11 E1H4-11 E1H4-19 E1H4-19 R1 EM R1 EM R2 EM R2 EM R2 EM E1H4-13 E1H4-13 E1H4-13 R2 EM E1H4-13 R2 EM E1H4-13 X-01 X-02 X-02 X-02 X-01 X-01 X-01 X-01 X-02 X-02 H3-12 S1 6 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:58:37 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.104 LIGHTING PLAN - LEVEL 04 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 041 0 8' -0"16' -0"24' -0"32' -0" A. GARAGE FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY AND PHOTOCELL SENSOR. GARAGE FIXTURES TO BE 50% BRIGHT WHEN NO OCCUPANCY IS DETECTED. 1. PROVIDE UL924 RELAY TO SERVE LIGHT FIXTURES IN ENTIRE HOISTWAY. FIXTURES TO BE NORMALLY OFF AND TO ONLY TURN ON UPON RECEIVING A SIGNAL FROM THE FIRE ALARM CONTROL PANEL IN AN ALARM STATE. FIXTURES SHALL BE CIRCUITED TO THE EMERGENCY CIRCUIT NOTED. FIXTURE IN THE ELEVATOR PIT SHALL BE THE ONLY FIXTURE WITH MANUAL OVERRIDE. COORDINATE EXACT REQUIREMENTS WITH APPROVED FIRE ALARM SYSTEM PRIOR TO ROUGH-IN. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG UP UP OS OS OS S OS OS OS OS S OS OS S S S S S S S S S R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 FSAE LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 STAIR 01 R128 ELEVATOR 01 R129 ELEVATOR 02 R130 STAIR 02 R131 ELEVATOR 03 R132 W2 EM W2 EM E1H4-19 E1H4-21 R1 EM R2 EM R2 EM R2 EM E1H4-17 E1H4-17 E1H4-17 S1 EM S1 H3-14E1H4-15 W2 EM R1 EM S1 EM S1 S1 EM S2S2 S2S2 S1 S1 EM S1 EM S1 S1 EM S1 S1 S1 S1 EM S1 S1 EM S1 S1 S1 EM S1 S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 W2 EM R1 EM R2 EM R1 EM R2 EM R1 S2 S2 S1 EM S1 S1 EM S1 S2 S2 S1 EM S1 S1 EM S1 S1 EM S1S1 EM S2 EM S2 EM H3-14 E1H4-15 H3-14 H3-14 H3-16 H3-16H3-14 H3-14 H3-16 E1H4-17 H3-14 H3-14 H3-14 H3-14H3-14 H3-14 H3-14 H3-16 H3-16 H3-14H3-14 H3-16 E1H4-15 H3-16 H3-16 H3-16 H3-16H3-16 E1H4-17 H3-16 H3-16 H3-16 E1H4-17 E1H4-17 E1H4-19H3-14 E1H4-15 E1H4-15 E1H4-15 E1H4-15 E1H4-15 E1H4-15 E1H4-15 E1H4-15 H3-16 E1H4-15 E1H4-15 H3-16 E1H4-17 E1H4-17 E1H4-17 E1H4-17 E1H4-15 E1H4-15 E1H4-15 E1H4-21 E1H4-21 E1H4-19 E1H4-17 E1H4-17 E1H7-11 E1H4-17 E1H4-19 E1H4-15 E1H4-15 E1H4-15 E1H4-15 E1H4-15 E1H4-21 E1H4-15 R2 EM R2 EM E1H4-15 E1H4-15 E1H4-21 R1 EM E1H4-17 E1H4-17 R2 EM R2 EM R1 EM R1 EM E1H4-19 E1H4-19 X-02 X-02 X-01 X-01 X-01 X-01 X-02 X-02X-02 X-01 X-01 S1 H3-16 6 SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:58:41 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.105 LIGHTING PLAN - LEVEL 05 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 051 0 8' -0"16' -0"24' -0"32' -0" A. GARAGE FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY AND PHOTOCELL SENSOR. GARAGE FIXTURES TO BE 50% BRIGHT WHEN NO OCCUPANCY IS DETECTED. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG ? ? ? ? UP DN OS OS OS S OS S OS OS OS S OS OS GR I L L G R I L L 10 8 7 8 7 10 O F F 10 87 87 10 O F F S S S S S OS OS OS OS S S S S S S OS OSOS S S J J 1 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 FSAE LOBBY R06H14 STAIR 01 R123 STAIR 02 R126 ELEVATOR 03 R127 1 1 W2 EM E1H7-7 R1 EM E1H4-17 R2 EM R2 EM R2 EM E1H7-11 E1H7-11 E1H7-11 W2 EM R1 EM S1 EM S1 S1 EM S2S2 S2S2 S1 S1 EM S1 EM S1 S1 S1 S1 S1 EM S1 EM S1 S1 EM S1 EM S1 EM S1 EM S1 S1 S1 S2 EM S2 EM W1 EM H6-8 H6-8 H6-8 H6-8H6-8 E1H7-11 H6-8 H6-8 H6-8 H6-8 H6-8H6-8 E1H7-11 H6-8 H6-8 H6-8 E1H7-11 E1H7-11 E1H7-7 E1H1-2 E1H7-11 E1H7-11 E1H7-11 E1H7-11 E1H7-11 E1H7-11 E1H7-11 E1H7-11 E1H7-7 W2 EM E1H7-9 W1 EM W2 EM R1 EM R2 EM R2 EM R1 W1 EM E1H1-4 E1H1-4 H6-10 E1H7-13 E1H7-13 E1H7-9 E1H7-9 S2 S2 EM S2 S2 EM S2 EM S2 EM S2 S2 R1 EM R1 R1 R1 EM H6-6 E1H7-11 H6-6 E1H7-11 E1H7-11 E1H7-11 E1H7-11 E1H7-13 H6-6 H6-6 XF-03 EM XF-03 EM XF-03 EM XF-02 EM XF-03 EM XF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-01 XF-01 XF-01 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 H6-12 H6-12 H6-12 RESIDENTIAL UNIT STORAGE R06H12 MULTI FUCTION SPACE R06G14BUSINESS CENTER R06G16 CONFERENCE R06F15 CONFERENCE R06F16 GAME ROOM R06H16 WOMEN R06H13A JANITOR R06H13B MEN R06H13C REFER TO INTERIOR PERMIT PACKAGE REFER TO INTERIOR PERMIT PACKAGE X-02 E1H7-11 E1H7-7 X-02 H6-8 H6-8 E1H7-11 X-01 X-02X-02 E1H7-9E1H7-13 X-01 E1H7-11 E1H7-11 R1 EM R1 EM R2 EM E1H7-13 E1H7-9 E1H7-13 R2 EM R1 EM R1 EM E1H7-7 E1H7-7 E1H7-11 E1H7-13 R2 EM R1 EM E1H7-11 S2 EM S2 S2 S2 EM S2 S2 S2 EM S2 E1H7-13 H6-6 H6-6 E1H7-13 H6-6 H6-6 E1H7-13 H6-6 S2 EMS2 EM S2S2 EMS2 E1H7-13H6-6E1H7-13H6-6E1H7-13 X-01 H6-8 S1 S2 S2 EM S2 S2 EM S2 H6-8 E1H7-13 H6-8 E1H7-13 H6-8 REFER TO INTERIOR PERMIT PACKAGE POOL EQUIPMENT R06J11 BUILDING STORAGE R06J13 RESIDENTIAL UNIT STORAGE R06K12 ELEVATOR 01 R176 ELEVATOR 02 R175 E1H7-2 H6-2 6 E1H7-13 X-026 6 6 6666 6 6 6 6 6 6 6 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:58:47 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.106 LIGHTING PLAN - LEVEL 06 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 061 0 8' -0"16' -0"24' -0"32' -0" A. GARAGE FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY AND PHOTOCELL SENSOR. GARAGE FIXTURES TO BE 50% BRIGHT WHEN NO OCCUPANCY IS DETECTED. 1. PROVIDE UL924 RELAY TO SERVE LIGHT FIXTURES IN ENTIRE HOISTWAY. FIXTURES TO BE NORMALLY OFF AND TO ONLY TURN ON UPON RECEIVING A SIGNAL FROM THE FIRE ALARM CONTROL PANEL IN AN ALARM STATE. FIXTURES SHALL BE CIRCUITED TO THE EMERGENCY CIRCUIT NOTED. FIXTURE IN THE ELEVATOR PIT SHALL BE THE ONLY FIXTURE WITH MANUAL OVERRIDE. COORDINATE EXACT REQUIREMENTS WITH APPROVED FIRE ALARM SYSTEM PRIOR TO ROUGH-IN. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG ? ? OS OS OS S OS OS GR I L L G R I L L 10 8 7 8 7 10 O F F 10 87 87 10 O F F GRILL GRILL OS S SS OS S SS S J J J J W2 EM W2 EM W2 EME1H7-9 E1H7-7 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 FSAE LOBBY R07H14 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118 ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 S3 EM S3 EM R1 EM R2 EMR1 EM R2 EM R2 EM R1 EMR1 E1H7-9 E1H7-9 E1H7-7 E1H7-15 E1H7-15 E1H7-15 E1H7-15 E1H7-15H6-16 E1H7-15 XF-03 EM XF-03 EM XF-03 EM XF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EM XF-03 EMXF-03 EMXF-03 EM XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-03 EM XF-05 EM XF-05 EM XF-05 XF-05 XF-04 EM XF-03 EM XF-03 EMXF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-03 EM XF-05 EM XF-05 EM XF-05 EM XF-05 EM XF-03 EMXF-05 EM XF-03 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-03 EM XF-02 EMXF-02 EM W2 EM E1H7-7 E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4E1H7-4 H6-14 H6-14 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4E1H7-4H6-14 H6-14 H6-14 H6-14 H6-14 E1H7-4H6-14 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 E1H7-4 REFER TO INTERIOR PERMIT PACKAGE X-02 X-02 E1H7-9E1H7-15 X-02 E1H7-15 X-02 R1 EM R2 EM R2 EM R1 EM E1H7-9 E1H7-15 E1H7-15 E1H7-15 R1 EM R1 EM E1H7-7 E1H7-7 E1H7-7 R2 EM R2 EM E1H7-15 E1H7-15 XF-03 EM E1H7-4 XF-05 XF-05 XF-05 XF-05 H6-14 H6-14 H6-14H6-14 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF-04 EM E1H7-4 XF - 0 3 E M E1 H 7 - 4 XF - 0 3 E M E1 H 7 - 4 XF - 0 3 E M E1 H 7 - 4 XF - 0 3 E M XF - 0 3 E M E1 H 7 - 4 XF - 0 3 E M E1 H 7 - 4 XF - 0 3 E M E1 H 7 - 4 XF - 0 3 E M E1 H 7 - 4 XF-06 XF-06 EM XF-06 XF-06 EM XF-06 H6-18 E1H7-4 H6-18 E1H7-4 H6-18 H6-4 E1H7-15 XF-05 EM E1H7-4 H6-18 E1H7-4 XF-04 EM XF-04 XF-04 EM XF-04 EM XF-04 EM XF-04 EM XF-04 EM E1H7-4 E1H7-4 E1H7-4 E1H7-4 X-02 E1H7-9 XF-03 EM XF-03 EM XF-03 EM E1H7-4 E1H7-4 E1H7-4 6 6 6 6 6 REFER TO LEVEL 6 LIGHTING PLAN FOR LANDSCAPE LIGHTING IN THIS AREA. REFER TO LEVEL 6 LIGHTING PLAN FOR LANDSCAPE LIGHTING IN THIS AREA. 6 6 KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:58:54 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.107 LIGHTING PLAN - LEVEL 07 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 071 0 8' -0"16' -0"24' -0"32' -0" 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG S OS OSOS OS OS OS S S SS J J 1 1 1 W2 EM W2 EM W2 EM E1H7-9 E1H7-9 E1H7-7 W1 EM W1 EM E1H1-4 E1H1-2 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' MEP ROOM R08J10 VESTIBULE R08H09 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 TRASH ROOM R08G15 FSAE LOBBY R08H14 VESTIBULE R08H15 ELEVATOR 01 R149 ELEVATOR 02 R150 STAIR 01 R151 STAIR 02 R152 ELEVATOR 03 R153 W1 EM R1 W2 EM R2 EM R2 EM S3 EM S3 EM R1 EM R1 EM R2 EM R2 EM R1 EM E1H1-4 E1H7-7 E1H7-17 E1H7-17 E1H7-7 E1H7-17 E1H7-17 E1H7-17 H9-2 E1H7-17 E1H7-9 E1H7-17 REFER TO INTERIOR PERMIT PACKAGE X-02X-02 E1H7-17 E1H7-9 E1H7-7 E1H7-17 X-02 X-02 E1H7-17 R2 EM R1 EM R1 EM E1H7-7 E1H7-7 E1H7-17 E1H7-17 R2 EM R2 EM R1 EM E1H7-17 E1H7-9 R1 EM H9-2 E1H7-17 X-02 E1H7-17 6 6 KEYED NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:58:59 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.108 LIGHTING PLAN - LEVEL 08-14 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 08 - 141 0 8' -0"16' -0"24' -0"32' -0" 1. PROVIDE UL924 RELAY TO SERVE LIGHT FIXTURES IN ENTIRE HOISTWAY. FIXTURES TO BE NORMALLY OFF AND TO ONLY TURN ON UPON RECEIVING A SIGNAL FROM THE FIRE ALARM CONTROL PANEL IN AN ALARM STATE. FIXTURES SHALL BE CIRCUITED TO THE EMERGENCY CIRCUIT NOTED. FIXTURE IN THE ELEVATOR PIT SHALL BE THE ONLY FIXTURE WITH MANUAL OVERRIDE. COORDINATE EXACT REQUIREMENTS WITH APPROVED FIRE ALARM SYSTEM PRIOR TO ROUGH-IN. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG ? ? OS OS OS OS OS OS OS S OS S S SS J J W2 EM E1H16-3 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' STAIR 01 R16D23 VESTIBULE R15H11 STAIR 02 R35 ELEVATOR LOBBY R15H10 STORAGE R15H09 ELEVATOR 03 R38 TRASH ROOM R15F16 VESTIBULE R15H15 FSAE LOBBY R15H14 ELEVATOR 01 R154 ELEVATOR 02 R155 E1H16-3 W2 EM W2 EM W2 EM R2 EM R2 EM R1 EM R1 EM R2 EM R2 EM R2 EM R2 EM R2 EM R1 XF-03 EM XF-05 XF-03 EM XF-03 EM XF-03 EM XF-05 XF-03 EM XF-03 EM XF-03 EM R1 XF-03 EM XF-05XF-03 EMXF-03 EM XF-03 EM XF-05 XF-03 EM XF-05 XF-05 XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-05 XF-05 XF-03 EM XF-05 XF-05 XF-03 EM XF-03 EMXF-05 XF-05XF-03 EM E1H16-9 H16-17 E1H16-9 E1H16-9 H16-17 E1H16-9 E1H16-9 E1H16-9 H16-17 E1H16-9 E1H16-9 H16-17 E1H16-9 H16-17 H16-17 E1H16-9 E1H16-9 H16-17E1H16-9 H16-17 E1H16-9 E1H16-9 E1H16-9 H16-17 H16-17 E1H16-9 E1H16-9 H16-17 E1H16-9 H16-17 E1H16-9 E1H16-9 E1H16-5 E1H16-5 H16-11 E1H16-5 E1H16-5 E1H16-5E1H16-1 E1H16-1 E1H16-1 E1H16-3 E1H16-5 E1H16-5 H16-11 REFER TO INTERIOR PERMIT PACKAGE X-02 E1H16-3 E1H16-5 X-02 X-02 X-02 E1H16-5 E1H16-5 E1H16-1 R1 R1 H16-11 H16-11 R2 EM R2 EM E1H16-5 E1H16-5 X-02 R2 EM E1H16-5 R1 EM R1 EM E1H16-1 E1H16-1R1 EM E1H16-3 E1H16-5 H16-11 X-02 E1H16-3 6 X-01 E1H16-5 6 6 6 6 6 6 6 KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:04 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.115 LIGHTING PLAN - LEVEL 15 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - LEVEL 151 0 8' -0"16' -0"24' -0"32' -0" 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG S S OS OS OS S SS S 2 1 2 1 E1H16-3 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 2 1 W1 EM W1 EM W1 EM S3 EMS3 EM S2 EM S2 EM W2 EM W2 EM R1 EM E1H16-3 E1H16-3 E1H1-4 E1H1-4 S2 EM E1H1-2 R1 EM R1 R1 EMR1 E1H16-7 E1H16-7 H16-15 E1H16-7H16-15 R1 EM R1 EM R1 EM E1H16-7 E1H16-7 E1H16-7 E1H16-7 E1H16-7 E1H16-7 E1H16-7 W2 EM W2 EM E1H16-1 E1H16-1 X-02 E1H16-3 E1H16-3 X-02 X-02 E1H16-3 X-02 E1H16-1 X-02 E1H16-7 ELEVATOR 01 R103 MEP SPACE R16G16 ELEVATOR EQUIPMENT ROOM R16H14 STAIR 01 R105 MEP SPACE R16J10 VESTIBULE R16H11 ELEVATOR 03 R17C15 ELEVATOR EQUIPMENT ROOM R16H09 STAIR 02 R101 KEYED NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:08 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.116 LIGHTING PLAN - ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" LIGHTING PLAN - ROOF1 0 8' -0"16' -0"24' -0"32' -0" 1. INSTALL ELEVATOR PIT LIGHTING AS TO NOT CONFLICT WITH ELEVATOR CAB TRAVEL. LIGHT SWITCH TO BE ACCESSIBLE FROM ELEVATOR DOOR. 2. PROVIDE UL924 RELAY TO SERVE LIGHT FIXTURES IN ENTIRE HOISTWAY. FIXTURES TO BE NORMALLY OFF AND TO ONLY TURN ON UPON RECEIVING A SIGNAL FROM THE FIRE ALARM CONTROL PANEL IN AN ALARM STATE. FIXTURES SHALL BE CIRCUITED TO THE EMERGENCY CIRCUIT NOTED. FIXTURE IN THE ELEVATOR PIT SHALL BE THE ONLY FIXTURE WITH MANUAL OVERRIDE. COORDINATE EXACT REQUIREMENTS WITH APPROVED FIRE ALARM SYSTEM PRIOR TO ROUGH-IN. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Calculation Summary Label Units Avg Min Max/Min ELEVATOR LOBBY RP01H10_Floor Fc 9.49 6.1 1.95 FSAE LOBBY RB1H14_Floor Fc 2.83 0.2 36.50 PARKING_Floor Fc 1.94 0.2 37.50 STAIR1 - LEVEL B01 down_Side_3 Fc 7.50 4.1 2.54 STAIR1 - LEVEL B01 MIDLANDING_Top Fc 17.55 17.0 1.06 STAIR1 - LEVEL B01 up_Side_4 Fc 23.15 20.9 1.22 STAIR1 - LEVEL B01_Top_1 Fc 10.00 9.3 1.15 STAIR2 - LEVEL B01 DOWN_Side_3 Fc 7.50 4.1 2.54 STAIR2 - LEVEL B01 MIDLANDING_Top Fc 17.55 17.0 1.06 STAIR2 - LEVEL B01 UP_Side_4 Fc 23.15 20.9 1.22 STAIR2 - LEVEL B01_Top_1 Fc 9.70 9.0 1.16 VESTIBLE RB1H13_Floor Fc 5.25 4.8 1.19 VESTIBLE RP01G11_Floor Fc 8.40 8.3 1.02 VESTIBLE_Floor Fc 8.45 7.7 1.19 7.0 6.7 11.5 11.1 11.9 11.5 11.7 11.3 9.9 8.8 6.4 6.1 0.2 0.2 0.7 0.7 3.2 3.2 6.9 7.3 2.9 3.0 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.2 0.2 1.7 2.8 3.9 3.5 2.1 1.1 0.6 0.4 0.4 0.5 0.9 1.6 2.8 3.8 3.4 2.1 1.2 0.8 0.5 0.4 0.4 0.6 1.0 2.0 3.4 4.3 3.3 1.9 1.1 0.7 0.5 0.4 0.4 0.4 0.6 1.0 1.8 3.1 4.0 3.1 1.8 1.0 0.7 0.7 0.9 1.5 2.6 3.9 3.8 2.6 2.3 4.0 5.1 4.9 3.0 1.5 0.8 0.5 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.6 1.1 2.2 4.0 5.1 4.8 3.0 1.6 1.0 0.7 0.5 0.4 0.6 1.3 2.7 4.8 5.4 4.5 2.6 1.4 0.8 0.6 0.5 0.4 0.5 0.7 1.2 2.5 4.4 5.2 4.4 2.5 1.3 0.8 0.7 1.0 1.9 3.7 5.3 5.3 4.2 2.4 4.3 5.4 5.2 3.2 1.5 0.8 0.6 0.5 0.6 0.7 0.8 0.7 0.6 0.5 0.5 0.7 1.2 2.3 4.4 5.5 5.3 3.4 1.9 1.3 0.9 0.6 0.4 0.4 0.7 1.3 2.7 4.8 5.3 4.6 2.8 1.6 1.1 0.8 0.6 0.5 0.5 0.7 1.3 2.7 4.6 5.3 4.7 2.6 1.3 0.8 0.8 1.1 2.0 4.0 5.5 5.5 4.7 4.2 1.8 3.6 4.7 4.1 2.4 1.3 0.8 0.6 0.7 1.0 1.5 1.7 1.4 1.0 0.7 0.6 0.7 1.0 1.8 3.3 4.8 4.3 3.0 2.2 1.9 1.5 1.0 0.6 0.4 0.4 0.6 1.0 1.9 3.4 4.3 3.5 2.3 1.7 1.5 1.3 0.9 0.7 0.6 0.7 1.1 2.0 3.5 4.5 3.5 1.9 1.1 0.7 0.7 0.9 1.6 2.9 4.5 4.7 4.0 4.5 6.1 6.0 4.8 2.5 1.2 0.6 0.4 3.0 2.6 2.7 2.2 1.5 0.9 0.7 0.7 1.0 1.8 2.9 3.6 2.8 1.6 1.0 0.7 0.7 0.9 1.3 2.0 2.7 2.7 2.7 3.2 3.6 2.8 1.6 0.9 0.5 0.4 0.4 0.5 0.7 1.2 1.8 2.3 2.2 2.0 2.3 2.8 2.4 1.5 0.9 0.7 0.6 0.8 1.2 1.8 2.2 1.8 1.2 0.8 0.6 0.6 0.7 1.1 1.7 2.4 2.7 2.8 3.7 5.4 5.5 4.2 2.3 1.1 0.6 0.4 6.1 6.9 5.9 3.6 2.2 1.6 1.3 0.9 0.7 0.6 0.7 1.3 2.7 4.6 5.2 4.4 2.5 1.3 0.9 0.8 0.8 1.0 1.2 1.6 2.0 2.9 4.7 5.5 4.5 2.5 1.2 0.6 0.4 0.4 0.6 0.8 1.1 1.3 1.6 2.2 3.5 4.8 4.2 2.5 1.3 0.7 0.6 0.6 0.7 0.9 1.1 0.9 0.7 0.6 0.5 0.5 0.6 0.8 1.0 1.3 1.5 1.8 2.4 3.4 3.8 2.8 1.6 0.9 0.5 5.5 6.3 5.4 3.3 1.8 1.2 0.9 0.7 0.6 0.5 0.7 1.4 3.0 4.9 5.3 4.8 2.7 1.5 1.1 1.0 0.9 0.9 1.0 1.2 1.7 3.0 5.1 5.6 4.9 2.9 1.3 0.6 0.4 0.4 0.5 0.6 0.7 0.9 1.4 2.4 4.4 5.2 5.0 3.1 1.5 0.8 0.5 0.4 0.5 0.5 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.2 1.5 1.9 2.0 1.6 1.1 0.7 0.4 3.1 4.1 3.5 2.2 1.3 0.9 0.7 2.5 3.7 4.5 3.5 2.3 1.7 1.5 1.5 1.2 1.0 0.9 1.0 1.4 2.3 3.9 5.1 0.4 0.5 0.5 0.6 0.8 1.1 2.0 3.8 5.1 4.6 2.7 1.3 0.7 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.8 0.8 1.0 1.2 1.4 1.4 1.2 0.9 0.6 1.6 1.9 1.8 1.3 0.9 0.7 0.5 1.6 2.1 2.5 2.2 1.9 2.0 2.6 2.7 2.1 1.4 1.0 0.9 1.1 1.5 2.2 2.8 0.6 0.6 0.6 0.6 0.7 0.9 1.4 2.3 3.1 2.7 1.7 0.9 0.6 0.4 0.4 0.6 0.8 1.1 1.4 1.3 1.1 0.9 0.8 0.8 1.0 1.3 1.6 1.6 1.4 1.0 0.7 0.8 1.0 0.9 0.8 0.6 0.5 0.5 1.0 1.2 1.4 1.5 1.8 2.8 4.4 5.0 3.5 1.9 1.1 0.8 0.8 1.0 1.2 1.4 1.0 1.0 0.8 0.7 0.6 0.7 0.9 1.2 1.5 1.3 1.0 0.6 0.4 0.5 0.7 1.2 2.0 2.8 2.5 1.7 1.2 1.0 1.0 1.3 1.9 2.7 2.9 2.2 1.4 0.9 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.8 0.9 1.2 1.8 3.4 5.2 5.6 4.5 2.3 1.2 0.8 0.7 0.7 0.7 0.9 2.1 1.9 1.3 0.9 0.7 0.6 0.6 0.7 0.8 0.7 0.6 0.5 0.4 0.4 0.5 1.0 1.9 3.5 4.8 4.5 2.8 1.7 1.2 1.3 1.7 2.9 4.6 5.0 3.6 2.0 1.2 0.4 0.4 0.5 0.5 0.6 0.9 6.2 7.5 0.4 0.5 0.7 0.9 1.6 2.9 4.7 5.1 3.8 2.1 1.1 0.7 0.5 0.5 0.5 0.6 4.4 3.7 2.3 1.3 0.8 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.6 1.1 2.3 4.4 5.3 5.5 3.6 2.1 1.5 1.6 2.2 3.8 5.8 5.7 4.6 2.5 1.4 0.4 0.6 0.7 0.8 0.8 0.4 0.5 0.7 1.2 2.0 3.2 3.6 2.6 1.5 0.9 0.6 0.4 0.4 0.4 0.4 6.2 5.5 3.3 1.7 1.1 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.6 1.0 2.0 2.2 1.9 2.0 2.4 3.7 5.5 5.8 4.3 2.4 1.4 0.4 0.5 0.8 1.3 1.6 1.5 1.2 0.8 0.7 0.7 1.1 1.9 3.3 4.4 3.7 2.2 1.3 0.9 0.4 0.7 1.0 1.2 1.3 1.6 2.4 4.3 5.6 5.3 3.5 2.0 1.3 1.0 0.7 0.6 0.5 0.5 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.4 0.5 0.8 1.4 2.5 2.7 2.9 2.9 3.4 4.6 4.9 3.7 2.2 1.4 0.4 0.7 1.3 2.4 3.4 3.0 1.9 1.1 0.8 0.8 1.3 2.5 4.5 5.7 5.2 3.0 1.6 1.0 0.4 0.4 0.6 1.0 1.6 2.0 2.0 1.8 2.2 3.2 4.4 4.0 2.9 2.3 1.9 1.4 1.0 0.7 0.6 0.6 0.7 1.0 1.3 1.3 1.0 0.7 0.5 0.5 0.5 0.7 1.0 3.4 4.6 4.8 4.0 4.0 5.1 5.5 4.0 2.4 1.4 0.5 0.9 2.0 3.8 5.1 4.8 2.9 1.5 0.9 0.9 1.3 2.6 4.7 5.5 5.3 3.2 1.6 1.0 0.4 0.5 0.8 1.6 2.8 3.9 3.4 2.4 1.9 2.1 2.6 2.6 2.7 3.3 3.4 2.5 1.5 0.9 0.7 0.8 1.1 1.8 2.7 2.9 2.0 1.2 0.7 0.5 0.5 0.7 0.9 4.6 6.0 6.0 5.3 5.1 6.3 6.1 4.9 2.7 1.5 0.5 1.0 2.1 4.1 5.1 5.1 3.2 1.5 0.9 0.8 1.1 2.1 3.7 5.0 4.2 2.5 1.4 0.9 0.4 0.5 1.0 2.3 4.4 5.3 4.7 3.1 1.9 1.5 1.7 2.1 3.2 4.9 5.4 4.0 2.2 1.2 0.9 1.0 1.5 2.9 4.8 5.1 3.4 1.7 0.9 0.6 0.5 0.7 1.0 5.0 6.1 6.0 5.2 5.0 6.1 5.9 4.7 2.6 1.4 1.8 3.0 4.3 3.8 2.3 1.2 0.7 0.6 2.4 4.5 5.4 4.8 3.1 1.7 1.2 1.3 1.9 3.4 5.3 5.5 4.6 2.5 1.3 0.9 1.0 1.8 3.5 5.3 5.6 0.6 0.8 1.3 2.4 4.3 5.6 5.0 4.5 4.8 4.6 3.7 3.7 4.6 4.8 3.2 1.8 1.0 1.1 1.7 2.2 2.0 1.3 0.8 0.5 1.8 3.1 4.2 3.5 2.2 1.3 1.0 1.1 1.5 2.6 4.3 4.9 3.6 2.0 1.2 0.9 1.0 1.6 2.9 4.6 5.0 0.4 0.7 1.4 3.1 5.6 6.3 5.8 4.2 3.2 2.7 1.9 1.5 1.1 0.7 0.7 1.0 1.2 1.1 0.8 0.5 1.2 1.8 2.3 2.0 1.4 1.0 0.8 0.9 1.2 1.8 2.7 3.1 2.4 1.5 0.9 0.7 0.8 1.2 2.0 3.0 3.3 0.4 0.7 1.4 2.9 5.4 6.7 5.7 3.6 2.4 1.6 1.2 0.7 0.6 0.5 5.7 5.7 4.8 4.8 8.3 8.5 7.7 9.2 18.1 17.0 9.3 10.7 18.1 17.0 9.0 10.4 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' S1 EM S1 S1 S1 S1 S1 S1 S1 EM S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 S1 S1 EM S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 EM S1 S1 S1 S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 S1 S1 S1 EM S1 S1 S1 EM S1 EMS1 RESIDENTIAL STORAGE RB1F16 GREASE INTERCEPTOR HP01A08 FIRE WATER STORAGE RP01B19 W2 EM S2S2S2 EM S2 S2 EM S2 EM S2 S2 S2 EM S1 EM S1 R1 EM R1 EM R1 EM R1 EM R1 EM W2 EM REGION SCOPE SHOWN ON 3RD AND BROADWAY EAST DRAWINGS S1 EM REGION SCOPE SHOWN ON 3RD AND BROADWAY EAST DRAWINGS REGION SCOPE SHOWN ON 3RD AND BROADWAY EAST DRAWINGS S2 S2 R1 EM R1 EM R1 EM S1 S1 EM PLUMBING ROOM RB1F13 MDP HOUSE RB1F12 FIRE PUMP & WATER STORAGE RB1F11 STAIR 02 R94 S1 W2 EM R1 S1 S1 S1 S2 EM FAN ROOM RP01A19 S2 R1 EM R1 EM X-01 X-01 X-01 X-01 X-01 X-01 X-01 6 6 6 6 6 6 MAIN ELECT. ROOM HP01A01 EMERGENCY STANDBY ELECTRICAL ROOM HP01A02 FAN ROOM HP01A03 HOTEL STORAGE HP01H02 BOOSTER PUMP ROOM HP01H01 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/16" = 1'-0" 6/27/2025 11:59:11 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.200 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL P01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SCALE:1/16" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - LEVEL P011 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North ? 13.6 15.8 16.3 15.0 19.1 21.9 22.5 20.4 26.6 24.5 13.8 16.0 16.6 15.2 19.4 21.8 22.9 20.6 27.4 24.7 15.2 18.9 22.2 22.2 20.0 11.4 14.3 15.9 15.5 13.8 Calculation Summary Label Units Avg Min Max/Min ELEVATOR LOBBY R01H10_Floor Fc 9.16 3.0 6.03 EXTERIOR EXITS Fc 4.23 0.3 51.67 Parking Garage_Floor Fc 7.60 0.8 25.50 PASSAGE WAY R01J12_Floor Fc 4.30 0.3 31.33 PASSAGE WAY R01J15_Floor Fc 4.43 0.3 46.00 RETAIL 2 R01K10_Floor Fc 5.52 0.9 17.67 RETAIL 3 R01K2_Floor Fc 6.07 0.9 19.00 RETAIL 4 R01K15_Floor Fc 7.15 1.1 15.09 RETAIL R01F10_Floor Fc 6.69 1.6 10.19 STAIR1 - LEVEL 01 DOWN_Side_4 Fc 18.75 11.2 2.23 STAIR1 - LEVEL 01 MIDLANDING_Top Fc 19.57 13.6 1.96 STAIR1 - LEVEL 01 UP_Side_1 Fc 25.43 24.0 1.11 STAIR1 - LEVEL 01_Top_1 Fc 24.02 5.5 7.64 STAIR2 - LEVEL 01 DOWN_Side_1 Fc 25.55 24.1 1.11 STAIR2 - LEVEL 01 MIDLANDING_Top Fc 19.84 13.8 1.99 STAIR2 - LEVEL 01 UP_Side_4 Fc 24.53 21.5 1.31 STAIR2 - LEVEL 01_Top_1 Fc 16.94 11.4 1.95 TRASH ROOM R01H14_Floor Fc 11.05 1.0 26.90 VESTIBLE R01G11_Floor Fc 12.67 6.1 3.95 VESTIBLE_1_Floor Fc 6.60 5.1 1.73 VESTIBLE_2_Floor Fc 4.80 1.8 4.44 VESTIBLE_Floor Fc 7.14 6.2 1.45 10.6 12.5 13.3 13.0 11.0 8.2 6.1 4.7 14.0 16.9 18.1 17.0 14.2 11.0 8.4 6.3 4.0 13.6 16.2 17.2 16.6 14.4 11.8 9.2 6.7 4.2 10.5 12.3 13.0 12.7 11.0 8.7 6.6 5.2 3.4 8.3 9.8 10.2 9.5 8.0 5.7 4.7 3.6 7.5 8.6 8.7 7.9 8.5 9.8 9.6 7.6 7.6 8.7 8.4 6.8 5.2 5.8 5.5 4.7 3.4 3.9 3.7 3.0 0.30.4 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.7 0.6 0.4 0.5 0.6 0.6 0.5 0.4 0.5 0.6 0.7 0.6 0.5 0.8 1.3 1.7 1.5 1.0 0.6 0.9 1.5 1.7 1.4 0.9 0.6 1.0 1.3 1.4 1.0 0.6 0.9 1.5 1.8 1.5 1.0 1.5 3.2 4.7 4.2 2.3 1.1 2.0 3.8 4.8 3.6 1.8 1.1 2.2 3.7 3.8 2.5 1.2 1.9 3.8 5.1 4.0 2.1 6.5 10.6 9.2 4.4 8.3 10.8 7.5 4.5 8.7 9.2 5.4 7.9 11.2 8.4 3.6 8.0 13.4 11.5 5.3 10.3 13.8 9.3 6.0 12.2 13.3 7.3 9.4 13.6 9.9 4.1 0.5 0.7 1.0 1.3 1.3 0.7 1.3 2.4 3.5 3.3 5.2 4.2 2.3 1.1 0.6 1.0 2.2 5.1 8.5 8.1 11.6 8.8 4.0 1.6 0.8 1.3 3.1 7.9 14.0 13.2 14.9 11.1 5.0 1.9 0.9 1.4 3.2 7.7 13.0 12.4 11.6 9.0 4.6 2.0 1.0 1.4 3.2 7.3 12.0 11.4 11.8 9.2 4.6 2.0 1.0 1.4 3.2 8.2 14.4 13.6 15.5 11.5 5.1 2.0 1.0 1.2 2.7 6.6 11.4 10.9 12.0 9.1 4.2 1.7 0.9 0.9 1.8 3.6 5.4 5.2 2.5 1.2 0.7 0.7 0.9 1.2 1.3 1.2 0.9 1.5 2.1 2.4 2.0 1.4 2.8 5.0 5.9 4.3 1.9 4.7 9.9 12.3 8.3 1.1 1.0 0.7 0.5 0.4 2.2 5.5 11.8 15.0 10.1 2.8 2.4 1.5 0.8 0.5 2.0 4.8 9.4 11.9 8.9 7.3 6.0 3.1 1.2 0.6 1.9 4.5 9.4 13.0 10.3 13.3 10.4 4.6 1.6 0.7 1.8 4.4 10.3 15.2 11.7 11.7 9.4 4.2 1.5 0.6 1.5 3.3 6.9 9.8 7.9 5.6 4.7 2.5 1.1 0.5 1.1 1.9 2.0 1.8 1.1 0.6 0.4 7.1 5.3 2.5 1.0 0.5 13.2 9.2 3.7 1.3 0.5 12.0 8.5 3.5 1.2 0.5 5.7 4.3 2.1 0.9 0.4 1.7 2.6 4.1 5.6 5.8 1.0 0.6 1.9 3.5 7.0 10.3 9.6 2.0 4.2 9.7 15.4 13.5 1.8 3.7 8.0 12.4 11.1 1.4 2.5 4.4 6.2 5.8 1.0 1.5 0.8 1.5 2.2 2.2 1.5 1.4 3.4 5.8 5.9 3.6 2.1 5.8 11.4 11.7 6.3 2.1 5.9 11.5 11.8 6.4 3.0 6.0 7.5 5.3 2.6 1.5 1.6 3.2 5.9 7.1 4.9 1.5 3.5 6.0 6.1 3.7 4.6 10.4 13.4 8.9 3.7 1.8 2.1 4.9 10.5 13.2 8.4 0.9 1.6 2.3 2.3 1.6 2.1 5.8 11.5 12.1 6.7 1.8 5.0 10.9 13.2 8.2 3.4 1.8 2.5 6.1 11.5 11.9 6.5 2.4 1.0 0.8 2.1 5.8 11.7 12.5 7.0 2.5 0.9 1.2 3.4 8.7 13.4 10.4 4.5 1.6 0.6 0.8 2.2 6.2 12.1 12.4 6.7 2.4 1.0 0.7 1.6 4.2 9.3 11.8 8.0 3.5 1.8 2.0 4.6 9.8 12.0 7.8 3.2 1.2 0.7 0.6 0.8 1.7 4.7 10.3 12.6 7.9 3.1 1.2 0.6 0.4 0.5 0.8 1.9 5.3 11.2 12.8 7.5 2.8 1.1 0.6 0.5 0.6 0.7 0.9 0.9 0.7 1.5 3.5 6.1 6.4 3.9 1.3 3.2 6.2 7.3 5.0 2.4 1.5 1.8 3.6 6.0 6.2 3.8 1.7 0.8 0.7 1.5 3.6 6.6 7.0 4.2 1.8 0.7 0.9 2.3 5.3 7.6 6.1 3.0 1.2 0.5 0.7 1.6 3.9 7.0 7.1 4.2 1.8 0.8 0.6 1.1 2.4 4.7 5.6 4.1 2.2 1.3 1.5 2.8 5.0 5.8 4.1 2.0 0.9 0.6 0.5 0.7 1.3 2.9 5.5 6.5 4.5 2.1 0.9 0.5 0.4 0.4 0.7 1.4 3.3 6.2 7.0 4.5 2.0 0.9 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.9 1.6 2.4 2.4 1.7 0.8 1.6 2.5 2.8 2.2 1.4 1.0 1.1 1.7 2.3 2.4 1.7 0.9 0.6 0.5 0.9 1.7 2.6 2.7 1.9 1.0 0.5 0.6 1.2 2.2 2.9 2.5 1.4 0.7 0.4 0.5 0.9 1.8 2.7 2.8 1.9 1.0 0.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 2.8 2.8 2.9 3.0 3.2 3.4 3.7 3.9 4.1 4.1 3.9 3.6 3.2 2.8 2.3 2.0 1.6 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.7 2.0 2.4 2.9 3.3 3.8 4.3 4.6 4.9 5.0 5.1 5.2 5.5 5.7 6.0 6.3 6.6 6.6 6.5 6.2 5.8 5.4 5.0 4.7 2.9 2.9 2.9 2.9 2.9 2.9 3.0 3.0 3.0 3.1 3.2 3.3 3.5 3.7 4.1 4.3 4.6 4.6 4.4 4.1 3.6 3.1 2.6 2.1 1.8 1.5 1.2 1.1 0.9 0.8 0.8 0.8 0.8 0.9 0.9 1.1 1.3 1.5 1.8 2.2 2.6 3.2 3.7 4.3 4.8 5.2 5.4 5.5 5.6 5.7 6.0 6.3 6.6 7.0 7.3 7.4 7.2 6.9 6.4 5.9 5.4 5.1 4.8 3.3 3.2 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.5 3.7 3.9 4.2 4.6 4.9 5.2 5.2 5.0 4.6 4.1 3.5 2.9 2.4 2.0 1.6 1.3 1.1 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.6 2.0 2.4 2.9 3.5 4.2 4.8 5.4 5.9 6.1 6.3 6.3 6.4 6.6 7.1 7.4 7.8 8.1 8.2 8.1 7.7 7.2 6.6 6.1 5.6 5.3 5.0 3.7 3.7 3.7 3.8 3.8 3.8 3.9 3.9 3.9 3.9 3.9 3.9 3.9 4.0 4.2 4.4 4.7 5.1 5.5 5.6 5.7 5.5 5.1 4.5 3.9 3.2 2.6 2.1 1.7 1.4 1.2 1.0 0.9 0.9 0.8 0.9 0.9 1.0 1.2 1.4 1.7 2.1 2.6 3.2 3.9 4.7 5.4 6.0 6.5 6.8 6.9 7.1 7.2 7.4 7.9 8.3 8.6 8.8 8.9 8.8 8.6 8.1 7.6 6.9 6.4 5.9 5.5 5.2 4.0 4.2 4.4 4.5 4.5 4.6 4.6 4.6 4.6 4.6 4.6 4.5 4.5 4.6 4.6 4.9 5.2 5.6 5.8 5.8 5.8 5.6 5.3 4.9 4.3 3.6 2.9 2.3 1.9 1.5 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.9 2.3 2.9 3.6 4.3 5.1 5.7 6.2 6.7 7.0 7.4 7.7 7.9 8.2 8.7 9.1 9.4 9.5 9.6 9.6 9.5 9.2 8.6 7.9 7.3 6.7 6.2 5.8 5.4 4.6 5.0 5.2 5.4 5.5 5.6 5.6 5.6 5.6 5.5 5.5 5.3 5.2 5.2 5.1 5.4 5.7 6.0 6.1 6.0 5.8 5.7 5.5 5.1 4.5 3.8 3.1 2.4 1.9 1.6 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.6 1.9 2.4 3.0 3.8 4.6 5.4 5.9 6.4 6.8 7.2 7.7 8.1 8.5 8.9 9.3 9.9 10.1 10.3 10.4 10.5 10.5 10.3 9.7 9.0 8.3 7.6 7.1 6.5 6.0 5.6 6.0 6.3 6.5 6.7 6.7 6.7 6.7 6.7 6.6 6.5 6.2 6.0 5.8 5.6 5.8 6.0 6.3 6.3 6.1 5.8 5.7 5.6 5.2 4.7 3.9 3.1 2.5 2.0 1.6 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.6 2.0 2.5 3.1 3.9 4.8 5.5 6.1 6.5 6.8 7.3 7.9 8.4 8.9 9.3 9.8 10.5 10.9 11.1 11.3 11.6 11.6 11.4 10.8 10.1 9.4 8.8 8.2 7.5 6.9 6.6 7.1 7.6 7.9 8.0 8.0 8.1 8.1 8.0 7.9 7.6 7.2 6.8 6.1 6.0 6.1 6.2 6.4 6.3 6.1 5.9 5.8 5.6 5.2 4.6 3.8 3.1 2.5 2.0 1.6 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.6 2.0 2.5 3.1 3.9 4.8 5.5 6.1 6.5 6.8 7.3 7.9 8.5 9.0 9.4 10.0 11.0 11.6 12.1 12.5 12.8 12.8 12.5 12.0 11.3 10.7 10.1 9.4 8.7 8.0 7.7 8.3 8.8 9.1 9.3 9.4 9.5 9.4 9.3 9.1 8.7 8.2 7.6 6.6 6.3 6.2 6.2 6.3 6.3 6.2 6.0 5.8 5.5 5.0 4.4 3.6 3.0 2.4 1.9 1.5 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.6 1.9 2.4 3.0 3.7 4.6 5.3 5.9 6.4 6.9 7.3 7.8 8.3 8.8 9.3 10.0 10.8 12.2 13.0 13.6 13.9 13.9 13.7 13.1 12.5 11.9 11.3 10.7 10.0 9.2 8.8 9.3 9.7 10.1 10.4 10.7 10.9 10.7 10.4 10.0 9.5 8.9 8.3 7.0 6.5 6.2 6.0 6.1 6.2 6.2 6.1 5.8 5.3 4.7 4.1 3.4 2.7 2.2 1.8 1.5 1.2 1.0 0.9 0.9 0.9 0.9 0.9 1.1 1.2 1.5 1.8 2.3 2.8 3.5 4.2 5.0 5.8 6.4 6.9 7.3 7.6 8.0 8.3 9.0 9.8 10.8 12.6 13.6 14.3 14.7 14.7 14.6 14.2 13.6 13.0 12.3 11.6 10.9 10.2 9.7 10.2 10.6 11.0 11.5 11.9 12.1 11.9 11.5 10.9 10.3 9.6 8.8 7.2 6.4 6.0 5.8 5.8 5.8 5.9 5.8 5.5 5.0 4.3 3.7 3.1 2.5 2.0 1.7 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.7 2.1 2.6 3.2 3.9 4.7 5.4 6.1 6.7 7.0 7.3 7.5 7.9 8.4 9.3 10.5 12.6 13.7 14.5 15.0 15.2 15.3 15.1 14.6 13.9 13.1 12.4 11.8 11.2 10.6 11.1 11.4 11.8 12.5 13.0 13.3 13.1 12.5 11.8 11.2 10.4 7.8 6.8 6.3 5.8 5.5 5.4 5.4 5.4 5.3 5.0 4.5 3.9 3.3 2.8 2.3 1.9 1.5 1.3 1.1 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.6 2.0 2.4 2.9 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5.3 3.9 2.8 2.1 1.2 1.4 1.8 2.4 3.2 4.2 5.5 6.9 8.3 9.4 10.1 10.1 9.4 8.3 7.1 5.9 4.9 4.2 3.7 3.5 3.3 3.3 3.4 3.7 4.1 4.8 5.7 6.8 8.1 9.4 10.2 10.4 9.9 8.9 7.6 6.2 4.9 3.7 2.8 2.1 1.3 1.5 1.9 2.5 3.3 4.5 6.0 7.8 9.8 11.5 12.5 12.6 11.7 10.2 8.4 6.8 5.6 4.7 4.2 3.9 3.8 3.8 3.9 4.2 4.6 5.4 6.6 8.1 9.9 11.5 12.7 12.9 12.1 10.6 8.7 6.7 5.1 3.8 2.9 2.2 1.3 1.5 1.9 2.5 3.4 4.7 6.5 8.7 11.1 13.3 14.6 14.7 13.6 11.7 9.6 7.6 6.2 5.3 4.7 4.5 4.3 4.4 4.5 4.7 5.2 6.0 7.3 9.1 11.3 13.3 14.8 15.0 14.0 12.0 9.6 7.3 5.4 3.9 2.9 2.2 1.3 1.5 1.9 2.5 3.4 4.7 6.6 9.0 11.6 14.0 15.5 15.7 14.5 12.4 10.1 8.1 6.7 5.8 5.3 5.1 5.1 5.1 5.2 5.4 5.8 6.6 7.8 9.7 11.9 14.1 15.6 15.9 14.7 12.5 9.9 7.4 5.4 3.9 2.9 2.2 1.3 1.5 1.9 2.5 3.3 4.6 6.4 8.6 11.1 13.4 14.8 15.0 13.9 12.1 10.0 8.3 7.1 6.4 6.1 6.1 6.1 6.2 6.3 6.3 6.6 7.1 8.1 9.7 11.7 13.6 14.9 15.1 14.0 11.9 9.5 7.2 5.3 3.9 2.9 2.2 1.2 1.5 1.8 2.4 3.1 4.3 5.8 7.7 9.8 11.6 12.8 13.0 12.3 10.9 9.4 8.1 7.3 7.0 7.1 7.3 7.6 7.7 7.7 7.5 7.4 7.6 8.2 9.2 10.6 12.0 13.0 13.0 12.1 10.4 8.4 6.5 4.8 3.6 2.7 2.1 1.2 1.4 1.7 2.2 2.9 3.8 5.0 6.5 8.0 9.4 10.3 10.5 10.1 9.3 8.4 7.7 7.5 7.7 8.3 8.9 9.5 9.7 9.5 9.0 8.5 8.1 8.1 8.5 9.3 10.1 10.6 10.5 9.8 8.5 7.0 5.5 4.3 3.3 2.5 2.0 1.1 1.3 1.6 2.0 2.5 3.3 4.2 5.2 6.3 7.3 8.0 8.2 8.1 7.8 7.4 7.4 7.7 8.5 9.7 10.9 11.8 12.2 11.8 10.9 9.7 8.7 8.1 7.9 8.0 8.3 8.4 8.2 7.7 6.8 5.7 4.6 3.7 2.9 2.3 1.8 1.1 1.2 1.4 1.8 2.2 2.8 3.4 4.2 5.0 5.7 6.2 6.4 6.5 6.5 6.6 7.0 7.9 9.3 11.1 12.9 14.3 14.7 14.1 12.7 10.9 9.3 8.0 7.3 7.0 6.8 6.7 6.5 6.0 5.3 4.6 3.8 3.1 2.5 2.1 1.7 1.0 1.1 1.3 1.6 1.9 2.4 2.8 3.4 3.9 4.4 4.8 5.1 5.3 5.5 5.9 6.7 7.9 9.8 12.1 14.3 16.1 16.6 15.9 14.1 11.8 9.6 7.9 6.8 6.2 5.8 5.5 5.1 4.7 4.2 3.7 3.2 2.6 2.2 1.8 1.5 1.2 1.4 1.7 2.0 2.4 2.8 3.2 3.5 3.8 4.1 4.4 4.7 5.3 6.3 7.7 9.8 12.2 14.7 16.5 17.1 16.2 14.3 11.8 9.5 7.6 6.3 5.5 5.0 4.6 4.2 3.9 3.5 3.1 2.7 2.3 1.9 1.6 1.4 1.1 1.3 1.5 1.7 2.0 2.3 2.6 2.9 3.2 3.4 3.7 4.1 4.7 5.8 7.3 9.2 11.5 13.8 15.4 15.9 15.2 13.4 11.2 9.0 7.2 5.9 5.0 4.4 3.9 3.6 3.2 2.9 2.6 2.3 2.0 1.7 1.5 1.3 1.0 1.2 1.3 1.5 1.8 2.0 2.3 2.5 2.7 2.9 3.2 3.5 4.0 12.1 13.4 13.8 13.2 11.7 9.9 8.1 6.5 5.3 4.5 3.9 3.5 3.1 2.8 2.5 2.3 2.0 1.8 1.5 1.4 1.2 0.9 1.1 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.4 1.7 1.6 9.9 11.2 11.5 11.0 9.9 8.5 7.1 5.8 4.8 4.1 3.5 3.1 2.8 2.5 2.3 2.0 1.8 1.6 1.4 1.2 1.1 1.4 1.6 1.9 2.1 2.5 2.8 3.3 3.7 4.1 4.5 4.6 4.6 4.5 4.2 3.8 3.5 3.4 3.8 1.6 1.8 2.0 2.3 2.7 3.2 3.8 4.4 5.0 5.4 5.7 5.7 5.4 5.0 4.5 4.0 3.7 3.9 1.7 2.0 2.3 2.6 3.1 3.7 4.5 5.4 6.2 6.9 7.2 7.2 6.8 6.1 5.4 4.6 4.1 3.9 4.4 5.6 6.5 5.4 3.5 2.0 2.2 2.5 2.9 3.5 4.3 5.4 6.6 7.8 8.8 9.4 9.3 8.7 7.6 6.5 5.4 4.6 4.0 3.8 3.8 3.8 3.2 2.5 1.9 1.5 1.2 1.1 2.3 2.5 2.8 3.3 4.0 5.0 6.3 8.0 9.7 11.2 11.9 11.8 10.9 9.4 7.8 6.3 5.1 4.3 3.8 3.4 3.0 2.7 2.2 1.9 1.5 1.3 1.1 2.7 2.9 3.1 3.6 4.4 5.5 7.2 9.3 11.5 13.4 14.4 14.3 13.0 11.1 9.0 7.2 5.7 4.7 4.0 3.5 3.1 2.7 2.3 1.9 1.6 1.4 1.2 3.2 3.3 3.5 3.9 4.7 5.9 7.7 10.0 12.6 14.7 15.9 15.8 14.3 12.2 9.8 7.8 6.3 5.3 4.5 3.9 3.4 3.0 2.5 2.2 1.8 1.5 1.3 3.9 3.9 3.9 4.0 4.3 5.0 6.1 7.8 10.0 12.5 14.6 15.8 15.7 14.4 12.4 10.2 8.3 6.9 5.9 5.2 4.6 4.0 3.5 2.9 2.5 2.1 1.7 1.5 4.6 5.1 5.4 5.4 5.1 4.8 4.6 4.5 4.7 5.1 6.0 7.5 9.3 11.4 13.2 14.3 14.3 13.3 11.7 10.1 8.6 7.6 6.8 6.1 5.5 4.9 4.2 3.5 2.9 2.4 1.9 1.6 4.9 5.7 6.3 6.7 6.8 6.5 6.1 5.6 5.2 5.0 5.2 5.8 6.8 8.2 9.8 11.1 12.0 12.1 11.6 10.7 9.7 9.0 8.4 8.0 7.5 6.9 6.1 5.2 4.3 3.4 2.7 2.2 1.8 6.1 7.1 8.0 8.6 8.7 8.4 7.6 6.8 6.0 5.5 5.3 5.5 6.1 7.1 8.1 9.1 9.7 10.0 9.9 9.7 9.5 9.5 9.6 9.6 9.3 8.7 7.7 6.5 5.2 4.1 3.2 2.4 1.9 7.4 8.8 10.1 11.0 11.2 10.6 9.5 8.2 6.9 5.9 5.4 5.3 5.5 6.0 6.7 7.3 7.9 8.3 8.6 9.0 9.5 10.3 11.1 11.7 11.7 11.0 9.6 8.0 6.3 4.9 3.6 2.6 2.0 7.2 8.7 10.5 12.3 13.5 13.8 13.1 11.5 9.5 7.7 6.3 5.5 5.0 5.0 5.2 5.6 6.1 6.5 7.1 7.7 8.5 9.7 11.2 12.8 13.9 14.2 13.4 11.7 9.6 7.5 5.7 4.1 2.7 1.1 8.6 9.9 11.9 14.0 15.5 15.9 14.9 12.9 10.6 8.3 6.6 5.4 4.8 4.5 4.6 4.8 5.1 5.6 6.2 7.0 8.2 9.9 11.9 14.0 15.6 16.1 15.2 13.3 10.8 8.3 6.3 5.0 10.6 10.8 12.5 14.6 16.1 16.4 15.4 13.4 10.8 8.4 6.6 5.3 4.5 4.2 4.1 4.2 4.4 4.9 5.5 6.4 7.8 9.6 11.9 14.3 16.0 16.6 15.8 13.7 11.1 8.6 6.6 5.2 12.6 11.1 12.1 13.9 15.1 15.5 14.5 12.7 10.3 8.1 6.3 5.1 4.3 3.9 3.7 3.7 4.0 4.3 5.0 5.9 7.2 9.0 11.2 13.4 15.0 15.6 14.8 13.0 10.7 8.3 6.5 5.1 12.6 10.5 10.6 12.0 13.1 13.4 12.7 11.1 9.2 7.4 5.8 4.7 4.0 3.6 3.4 3.4 3.6 3.9 4.5 5.3 6.5 8.1 9.9 11.7 13.0 13.4 12.9 11.4 9.5 7.6 6.0 4.8 11.4 8.2 9.0 10.0 10.8 11.0 10.4 9.3 7.8 6.4 5.2 4.3 3.7 3.3 3.1 3.1 3.3 3.6 4.1 4.8 5.8 7.0 8.4 9.7 10.7 11.0 10.6 9.5 8.0 6.5 5.2 4.2 2.8 2.7 2.7 2.6 2.6 2.7 2.8 2.9 3.0 3.1 3.1 3.1 3.0 2.8 2.5 2.3 2.1 1.9 1.7 1.6 3.3 3.1 3.0 3.0 3.0 3.1 3.3 3.5 3.7 3.8 3.9 3.8 3.6 3.4 3.0 2.7 2.4 2.2 1.9 1.8 4.0 3.7 3.5 3.4 3.5 3.6 3.9 4.3 4.6 4.9 5.0 5.0 4.7 4.2 3.8 3.3 2.9 2.6 2.3 2.1 1.8 2.1 2.5 3.1 3.8 4.7 5.6 6.5 7.2 7.5 7.4 6.7 5.8 5.0 4.5 4.1 4.0 4.0 4.3 4.7 5.3 5.9 6.5 6.7 6.6 6.2 5.5 4.7 4.1 3.6 3.3 3.1 2.6 2.3 2.9 3.6 4.5 5.5 6.8 8.1 9.1 9.6 9.4 8.5 7.3 6.2 5.4 4.8 4.6 4.7 5.0 5.7 6.5 7.6 8.5 9.0 8.8 8.1 7.0 5.9 5.0 4.7 5.0 3.2 4.0 5.1 6.4 8.1 9.9 11.3 12.1 11.8 10.5 8.9 7.4 6.2 5.5 5.2 5.3 5.7 6.6 7.9 9.4 10.8 11.6 11.4 10.3 8.7 7.1 6.1 6.0 7.8 4.4 5.7 7.3 9.3 11.5 13.4 14.4 14.0 12.4 10.3 8.4 7.0 6.1 5.7 5.8 6.4 7.5 9.1 11.0 12.9 14.0 13.7 12.2 10.2 8.2 6.9 7.0 10.3 5.1 6.2 7.9 10.1 12.6 14.8 16.0 15.5 13.7 11.3 9.1 7.5 6.5 6.1 6.2 6.8 8.1 9.9 12.1 14.3 15.6 15.3 13.5 11.1 8.8 7.2 7.1 9.5 5.3 6.4 8.0 10.2 12.8 15.1 16.3 15.8 13.9 11.5 9.4 7.8 6.7 6.3 6.4 7.1 8.3 10.1 12.4 14.6 15.8 15.5 13.7 11.2 8.9 7.1 6.3 6.9 5.2 6.2 7.7 9.7 12.1 14.1 15.2 14.8 13.2 11.1 9.2 7.7 6.8 6.4 6.5 7.1 8.1 9.8 11.8 13.7 14.7 14.4 12.8 10.5 8.3 6.6 5.5 4.9 4.4 4.0 4.9 5.8 7.1 8.7 10.6 12.2 13.1 12.9 11.8 10.2 8.7 7.6 6.8 6.5 6.5 6.9 7.8 9.0 10.5 11.9 12.7 12.4 11.1 9.2 7.4 5.9 4.8 4.0 3.4 3.1 4.4 5.2 6.2 7.5 8.9 10.1 10.8 10.8 10.1 9.1 8.2 7.4 6.9 6.6 6.6 6.8 7.3 8.1 9.1 9.9 10.3 10.0 9.0 7.7 6.3 5.1 4.1 3.4 2.9 2.6 4.0 4.6 5.3 6.2 7.2 8.1 8.7 8.8 8.7 8.3 7.9 7.5 7.2 7.0 6.9 6.9 7.0 7.3 7.7 8.1 8.1 7.8 7.1 6.2 5.2 4.3 3.6 3.0 2.6 2.3 3.5 4.0 4.5 5.2 5.9 6.6 7.1 7.5 7.7 7.8 8.0 8.1 8.1 7.9 7.6 7.3 7.0 6.8 6.7 6.7 6.5 6.1 5.6 4.9 4.2 3.6 3.1 2.6 2.3 2.1 3.1 3.5 3.9 4.4 5.0 5.5 6.1 6.7 7.3 7.9 8.6 9.2 9.4 9.3 8.8 8.1 7.3 6.6 6.1 5.8 5.4 5.0 4.5 4.0 3.5 3.0 2.6 2.3 2.1 1.9 2.8 3.1 3.4 3.8 4.3 4.9 5.5 6.3 7.3 8.4 9.6 10.8 11.4 11.3 10.5 9.2 7.9 6.8 5.9 5.2 4.7 4.2 3.8 3.4 3.0 2.6 2.3 2.1 1.9 1.7 2.5 2.7 3.0 3.4 3.9 4.5 5.2 6.2 7.5 9.0 10.9 12.6 13.6 13.5 12.3 10.4 8.6 7.0 5.8 4.9 4.3 3.7 3.3 3.0 2.7 2.4 2.1 1.9 1.8 1.6 2.3 2.5 2.8 3.1 3.6 4.2 5.0 6.2 7.7 9.6 11.9 14.1 15.4 15.3 13.7 11.5 9.2 7.3 5.8 4.8 4.0 3.5 3.1 2.7 2.5 2.3 2.1 2.0 1.8 1.6 2.1 2.3 2.6 2.9 3.4 4.1 4.9 6.1 7.7 9.9 12.4 14.8 16.2 16.1 14.4 11.9 9.4 7.4 5.8 4.7 3.9 3.3 2.9 2.7 2.0 2.1 2.4 2.7 3.3 3.9 4.8 5.9 7.6 9.6 12.1 14.3 15.7 15.7 14.0 11.6 9.2 7.2 5.7 4.5 3.7 3.2 2.9 2.8 1.8 2.0 2.3 2.7 3.1 3.8 4.6 5.7 7.2 9.0 11.0 13.0 14.1 14.0 12.7 10.6 8.6 6.8 5.5 4.4 3.7 3.1 2.8 2.8 1.7 1.9 2.3 2.6 3.1 3.7 4.6 5.8 6.9 8.2 9.7 11.0 11.8 11.8 10.8 9.3 7.7 6.5 5.5 4.5 3.7 3.1 2.8 2.7 2.5 2.2 2.3 2.5 3.0 3.9 5.4 6.9 7.7 8.0 8.4 9.1 9.6 9.5 8.8 7.9 7.1 6.8 6.5 5.6 4.2 3.2 2.7 2.6 3.1 2.3 2.2 2.5 3.1 4.5 7.5 10.8 11.0 8.9 7.6 7.6 7.7 7.6 7.3 6.8 7.1 8.7 10.2 8.8 5.6 3.5 2.7 2.4 18.7 26.6 34.8 36.8 32.1 18.4 28.8 39.5 42.0 36.1 5.5 8.8 11.1 11.6 9.5 9.7 11.6 11.8 10.0 13.6 15.9 16.2 13.6 16.5 20.1 19.9 16.5 17.2 21.1 20.8 17.1 17.3 18.9 18.2 15.1 15.8 15.7 14.2 11.5 1.7 1.9 2.1 2.5 3.1 4.1 5.3 8.0 11.2 13.5 17.0 16.0 13.8 11.2 8.5 5.2 1.8 1.3 1.0 1.2 2.1 2.3 2.5 2.9 3.5 4.6 5.8 9.5 14.3 18.3 19.4 16.9 13.0 9.6 6.9 4.9 2.6 1.4 1.1 1.1 2.3 2.5 2.7 2.8 2.9 2.6 10.6 15.2 19.1 19.6 16.5 12.1 8.4 5.9 4.2 3.1 1.8 1.2 1.1 3.0 3.5 3.9 4.2 4.2 3.8 9.9 13.6 16.4 16.7 14.2 10.5 7.3 5.1 3.7 2.8 2.0 1.4 1.0 4.0 4.8 5.7 6.5 6.6 6.0 5.3 6.6 8.3 10.0 10.5 9.5 6.4 8.3 11.2 14.2 15.2 13.5 7.1 9.5 13.1 16.9 18.3 16.0 7.2 9.4 12.9 16.5 17.8 15.6 6.5 8.3 10.8 13.3 14.1 12.6 5.8 6.8 8.2 9.5 9.9 9.0 5.0 5.6 6.3 6.9 6.9 6.4 4.6 4.9 5.2 5.4 5.3 5.0 4.7 4.8 5.0 5.1 4.9 4.6 5.2 5.4 5.6 5.7 5.4 5.1 6.1 6.5 7.1 7.2 7.0 6.5 7.6 8.5 9.5 10.1 9.9 9.0 9.3 10.8 12.9 14.4 14.4 12.7 10.8 13.7 16.5 19.0 19.3 16.7 11.4 15.5 18.8 21.8 22.1 18.9 11.3 16.2 19.0 21.3 21.2 18.2 15.6 16.8 17.8 18.4 17.7 15.3 15.1 17.5 19.9 19.1 17.7 16.5 15.4 14.0 12.1 18.7 22.6 23.9 22.1 18.8 15.6 13.2 11.3 9.7 20.9 25.3 26.7 24.1 19.3 14.9 11.8 9.6 8.1 21.4 26.1 26.9 23.6 18.4 13.8 10.5 8.3 6.8 21.8 26.8 25.9 21.1 16.0 12.0 9.2 7.4 5.8 19.5 23.2 24.1 22.1 17.7 9.8 11.4 11.1 9.2 6.1 10.0 11.6 11.8 10.6 7.8 10.2 12.3 12.8 11.6 9.2 11.3 14.6 15.9 14.8 11.6 10.2 13.5 15.2 15.0 12.0 7.3 9.7 10.9 10.5 8.7 6.1 6.8 6.3 5.1 7.6 8.8 8.0 6.3 6.0 6.8 6.3 5.1 4.3 4.3 5.3 6.2 6.3 5.5 6.5 7.8 8.0 6.8 5.1 5.9 5.9 5.2 3.2 3.8 3.8 3.3 1.9 2.3 2.3 1.8 6.2 6.9 6.5 7.8 9.0 8.3 6.2 6.9 6.5 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 FCC R01F17 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 W2 EM S4 EM S4 EM S4 EM S4 EM S4 EM S4 EM S4 EM S4 EM S4 EM S3 S3 EM S3 S3 EM S3 S3 EM S3 S1 S1 EM S1 S1 EM S1 S1 EM S1 EM S1 EM S1 EM S1 EM S1 EM S1 EM S1 EM E1H1-17PG2 E1H1-17PG2 E1H1-17PG2E1H1-17PG2 W2 EM S2 EM S2 EM S2S2S2 S3 W2 EM R1 EM R1 EM R1 S2 EM S2 EM S4 EM S4 EM FX-13 EM FX-13 EM FX-01 EM R1 FX-01 EM FX-01 FX-01 FX-01 FX-01 EM FX-01 FX-06 FX-06 FX-06FX-06 FX-01 EM FX-01 EM FX-01 EM FX-01 EM FX-01 EM FX-01 FX-01 EM FX-01 FX-01 EM FX-01 FX-01 EM FX-01 FX-13 EMFX-13 EM XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 XF-05 S2 EM S2 FX-13 EMFX-13 EM FIRE PUMP ROOM R01F11 STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 JANITOR R01F15 RESTROOM R01G15 MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 R1 EM S4 EM S3 W2 EM S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 EM S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 S2 EM S2 EM S2 S2 EM S2 S2 EM F-01 EMF-01 EM F-01 EM R1 FX-01 FX-01 REFER TO INTERIOR PERMIT PACKAGE REFER TO INTERIOR PERMIT PACKAGE REFER TO INTERIOR PERMIT PACKAGE S2 EMERGENCY ELECTRICAL ROOM R01F12 MAIN ELECTRICAL ROOM R01F13 FX-13FX-13 FX-13 FX-13 X-01 6 6 6 6 6 S2 EM 6 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:16 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.201 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 3 07/11/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SCALE:1/8" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - LEVEL 011 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North UP 9.9 8.9 11.6 9.9 8.9 11.6 Calculation Summary Label Units Avg Min Max/Min ELEV VEST Fc 6.70 6.7 1.00 ELEVATOR LOBBY R02H09_Floor Fc 16.10 16.1 1.00 ELEVATOR LOBBY R02H10_Floor Fc 26.64 15.0 2.35 FSAE LOBBY R02H14_Floor Fc 21.93 18.5 1.28 Parking Level 2_Floor Fc 4.92 1.7 7.35 STAIR1 - LEVEL 05 DOWN_Side_3 Fc 13.00 11.9 1.18 STAIR1 - LEVEL 05 MIDLANDING_Top Fc 9.90 9.9 1.00 STAIR1 - LEVEL 05 UP_Side_2 Fc 14.70 14.6 1.01 STAIR1 - LEVEL 05_Top_1 Fc 10.25 8.9 1.30 STAIR2 - LEVEL 05 DOWN_Side_3 Fc 13.00 11.8 1.20 STAIR2 - LEVEL 05 MIDLANDING_Top Fc 9.90 9.9 1.00 STAIR2 - LEVEL 05 UP_Side_2_1 Fc 13.55 12.5 1.17 STAIR2 - LEVEL 05_Top_1 Fc 10.25 8.9 1.30 VESTIBULE R02H11_Floor Fc 20.13 18.8 1.12 VESTIBULE R02H15_Floor Fc 16.93 15.3 1.20 6.7 16.1 30.9 35.2 30.6 21.5 15.0 23.6 23.7 18.5 5.3 7.2 7.7 6.2 4.4 3.4 2.8 2.5 2.3 2.4 2.6 2.9 3.2 3.3 3.3 3.2 3.0 2.9 2.8 2.7 2.8 2.8 2.9 3.0 3.0 3.0 3.0 3.3 4.3 6.2 9.2 11.7 11.8 9.3 6.1 4.0 3.0 2.6 6.0 7.7 8.0 7.0 5.0 3.8 3.1 2.6 2.3 2.4 2.7 3.0 3.3 3.5 3.5 3.3 3.0 2.8 2.7 2.6 2.6 2.8 3.0 3.3 3.4 3.3 3.3 3.7 4.8 7.0 10.1 12.4 12.5 9.9 6.7 4.2 3.1 2.7 3.4 4.0 5.0 5.8 7.2 7.7 6.8 5.8 4.9 3.8 3.0 2.5 2.5 2.9 3.4 3.9 4.4 4.6 4.1 3.4 3.0 2.7 2.6 2.7 3.0 3.6 4.4 4.8 4.4 4.2 4.6 5.8 7.3 9.4 11.1 11.0 8.8 6.0 4.2 3.3 2.9 4.6 5.8 6.1 5.7 6.0 6.5 6.8 7.4 6.8 5.1 3.6 2.9 2.8 3.3 3.9 4.9 6.3 6.7 5.5 4.1 3.3 2.9 2.8 2.9 3.4 4.7 6.4 7.3 6.3 5.6 6.2 7.8 7.9 7.9 8.2 7.9 6.6 5.1 4.3 3.8 3.4 5.9 7.1 7.3 6.4 5.7 6.1 7.2 8.1 7.9 6.3 4.3 3.3 3.3 4.0 4.6 6.0 7.8 8.1 7.1 5.0 3.8 3.1 2.9 3.1 3.8 5.6 7.9 8.6 7.9 6.9 7.9 9.1 9.0 7.6 6.8 6.3 5.6 5.1 5.1 5.2 4.5 6.0 7.3 7.5 6.6 6.1 6.7 7.5 8.3 8.0 6.5 5.0 3.8 3.9 4.5 5.1 6.2 7.8 8.3 7.5 5.8 4.4 3.5 3.1 3.1 3.8 5.5 7.9 9.0 8.7 7.4 8.4 9.5 8.9 7.7 6.8 6.8 6.3 6.1 6.9 7.3 6.3 4.5 5.9 6.3 6.1 7.0 7.9 7.5 7.2 6.2 4.6 5.6 5.2 4.8 5.1 5.1 5.5 6.6 7.5 7.4 7.1 5.6 4.1 3.3 3.1 3.5 4.6 6.2 7.3 7.8 7.9 7.9 8.7 9.6 8.9 8.2 8.6 7.9 7.2 7.9 7.9 7.3 3.2 3.8 4.4 5.5 7.3 8.0 7.6 4.7 5.7 5.2 4.8 5.2 6.2 7.7 8.0 6.9 4.7 3.4 3.0 3.2 4.0 4.9 5.9 6.0 10.1 9.2 8.4 7.3 7.2 7.3 6.3 2.4 2.8 3.4 4.6 6.5 7.4 6.3 4.1 7.3 5.3 4.5 4.6 5.5 7.3 7.9 7.0 4.8 3.4 2.9 3.0 3.7 4.8 6.3 8.5 9.7 8.7 7.5 5.9 5.2 5.0 4.3 2.1 2.3 2.7 3.4 4.5 5.1 4.4 3.1 5.4 4.4 3.8 3.8 4.4 5.9 7.1 5.9 4.1 3.1 2.7 2.8 3.3 4.1 5.1 7.5 7.2 6.0 5.2 4.1 3.6 3.3 3.0 2.1 2.2 2.4 2.7 3.1 3.4 3.1 2.3 2.4 2.0 1.9 1.8 1.8 1.8 1.7 1.7 1.7 4.3 3.8 3.5 3.0 2.7 2.5 2.4 2.5 2.7 2.8 2.8 2.8 2.9 2.9 2.1 2.2 2.2 2.4 2.5 2.5 2.4 2.3 2.3 2.4 2.1 2.9 2.8 2.6 2.5 2.4 2.3 3.4 4.0 4.0 3.4 3.1 3.1 3.3 2.0 3.1 3.0 3.2 3.6 3.7 3.4 3.2 3.2 3.4 2.6 2.6 2.6 2.6 2.7 2.7 2.6 4.9 6.1 6.0 4.7 3.7 3.6 4.4 5.4 5.3 4.4 3.0 1.9 1.9 3.1 3.4 4.1 5.3 5.8 4.9 4.2 4.3 5.2 5.6 4.5 3.4 2.7 2.3 2.3 2.2 2.7 3.9 5.2 4.6 3.7 3.0 2.7 2.8 3.0 3.4 3.7 3.5 6.1 7.1 7.0 5.7 4.4 4.4 5.8 7.0 6.7 4.8 2.9 2.1 2.0 2.8 3.6 5.1 7.1 7.6 6.8 5.5 5.8 7.1 7.3 6.1 4.1 2.8 2.4 2.3 2.4 3.5 5.4 6.7 6.3 4.8 3.8 3.3 3.3 3.9 5.1 5.9 5.2 5.5 6.9 6.9 5.6 4.8 5.1 6.3 7.2 6.8 4.9 3.0 2.1 2.0 2.6 3.6 5.3 7.3 8.0 7.6 6.4 6.6 7.7 7.5 6.4 4.2 2.9 2.4 2.2 2.5 3.6 5.6 6.8 7.0 5.6 4.6 3.9 3.9 4.8 6.7 7.3 7.0 4.1 5.1 5.4 5.1 5.5 6.0 6.2 6.5 5.7 3.9 2.7 2.2 2.1 2.5 3.2 4.5 6.3 7.5 7.3 7.2 7.0 7.0 6.8 5.2 3.6 2.7 2.2 2.1 2.3 3.0 4.5 6.0 6.2 6.0 5.9 5.0 4.4 5.1 7.0 7.9 7.2 3.1 3.5 3.6 5.4 6.8 7.3 6.4 5.1 3.9 2.9 2.2 1.9 1.9 2.2 2.8 3.6 4.7 6.1 7.5 8.3 7.7 6.3 5.1 7.5 6.4 4.9 4.5 5.8 6.9 5.8 5.6 7.1 7.5 6.5 4.4 3.1 2.3 1.9 1.8 1.8 2.0 2.5 3.1 4.0 5.4 7.6 8.4 7.8 5.9 4.3 7.6 6.9 4.9 3.9 4.6 6.4 7.1 5.5 3.7 2.6 2.1 1.8 1.7 1.7 1.9 2.3 2.9 3.6 4.7 6.6 8.0 7.0 5.1 3.8 7.2 6.1 4.3 3.0 21.1 20.5 18.8 17.3 16.8 18.3 15.3 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' W1 EM W1 EM S2 S2 W2 EM W2 EM S2 EM S2 EM S1 EM S1 S1 S1 EM S1 EM S1 S1 EM S1 EM S1 S1 EM S1 S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 EM S1 R1 EM R1 EMR1 MEP ROOM R02J10 VESTIBULE R02H09 ELEVATOR LOBBY R02H10 VESTIBULE R02H11STORAGE R02G15 VESTIBULE R02H15 ELEVATOR 01 R143 ELEVATOR 02 R144 STAIR 01 R145 STAIR 02 R146 ELEVATOR 03 R147 FSAE LOBBY R02H14 W2 EM W1 EM S2 S2 W2 EM S1 S1 EM S1 EM S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 EMS1 EM S1 EM S1 EM S1 S1 EM S1 R1 EM S2S2 S2S2 R1 EM R1 EM R2 EM R2 EM R2 EM R2 EM R1 EM R1 EM R1 EM R2 EM R2 EM R2 EM R2 EM X-01 X-01 X-01 X-02 X-02 X-01 X-01 X-01 X-02X-02 X-02 S1 MECHANICAL R02F08 MECHANICAL R02F16 MECHANICAL R02K08 OPEN TO BELOW (SEE LEVEL 1 FOR LIGHTING)CAVITY OPEN TO BELOW (SEE LEVEL 1 FOR LIGHTING) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 1:04:33 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.202 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 02 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker SCALE:1/8" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - LEVEL 021 6 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North Calculation Summary Label Units Avg Min Max/Min ELEV VEST Fc 5.46 3.6 2.08 ELEVATOR LOBBY R06H10_Floor Fc 11.52 4.3 3.67 ELEVATOR LOBBY R06H14_Floor Fc 13.71 9.6 1.76 MEP ROOM R05J10_Floor Fc 23.25 16.7 1.66 PKG GARAGE LEVEL5_Floor Fc 2.64 0.4 21.75 STAIR1 - LEVEL 05 DOWN_Side_3 Fc 18.92 17.4 1.18 STAIR1 - LEVEL 05 MIDLANDING_Top Fc 15.62 12.7 1.57 STAIR1 - LEVEL 05 UP_Side_2 Fc 22.10 18.7 1.38 STAIR1 - LEVEL 05_Top_1 Fc 17.13 12.0 1.80 STAIR2 - LEVEL 05 DOWN_Side_3 Fc 18.96 17.5 1.17 STAIR2 - LEVEL 05 MIDLANDING_Top Fc 15.70 12.7 1.57 STAIR2 - LEVEL 05 UP_Side_2_1 Fc 19.92 16.9 1.33 STAIR2 - LEVEL 05_Top_1 Fc 17.19 12.1 1.79 VESTIBLE R06H15_Floor Fc 10.06 5.7 2.26 VESTIBULE - R05H11_Floor Fc 15.71 10.9 1.83 3.7 3.9 3.6 5.8 6.2 5.4 6.7 7.5 6.3 7.3 8.2 8.0 6.9 10.2 11.9 11.7 9.9 11.6 13.1 12.9 11.3 11.7 13.1 12.9 11.3 13.1 15.2 15.0 12.6 12.9 14.5 14.3 12.6 12.8 14.4 14.3 12.4 13.7 15.8 15.6 13.2 12.6 14.0 13.9 12.2 12.8 14.5 14.2 12.2 13.1 15.0 14.7 12.4 11.5 12.7 12.5 11.0 11.0 12.5 12.2 10.2 9.6 11.0 10.7 8.9 6.8 7.5 7.4 6.4 4.7 5.3 5.2 4.3 9.6 11.5 11.9 10.4 11.7 13.9 14.4 12.7 12.6 14.7 14.9 13.3 14.0 16.5 16.9 14.7 13.8 15.9 16.1 14.3 13.8 16.5 16.9 14.9 13.1 15.5 15.9 14.1 12.1 14.0 14.3 12.9 10.9 14.0 14.6 12.8 11.7 12.1 10.9 16.9 19.9 19.8 16.7 21.1 24.8 24.6 20.7 23.3 27.3 27.2 22.9 23.8 27.8 27.6 23.5 23.8 27.8 27.7 23.6 23.5 27.6 27.6 23.3 21.6 25.5 25.5 21.5 17.7 20.9 20.9 17.6 3.4 4.9 5.2 3.8 2.4 1.5 1.1 0.8 0.6 0.6 0.6 0.7 0.7 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.7 0.8 0.9 1.0 1.1 1.1 1.2 1.6 2.4 3.9 6.4 8.4 8.6 6.5 3.9 2.1 1.3 0.9 4.1 5.1 5.1 4.6 2.9 1.9 1.3 0.9 0.7 0.7 0.7 0.8 0.9 1.2 1.2 1.1 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.3 1.5 1.5 1.6 2.0 2.9 4.7 7.0 8.6 8.7 6.8 4.4 2.3 1.4 1.0 3.9 4.9 5.2 4.4 3.3 2.4 1.5 0.9 0.6 0.5 0.5 0.7 1.1 1.8 1.9 1.5 1.0 0.7 0.5 0.5 0.6 0.8 1.3 1.9 2.2 2.0 2.0 2.5 3.4 4.5 6.3 7.8 7.8 6.0 3.8 2.2 1.5 1.1 2.9 4.0 4.2 3.9 4.1 4.4 4.4 4.6 3.8 2.4 1.3 0.8 0.6 0.7 1.0 1.9 3.3 3.7 2.7 1.7 1.0 0.7 0.6 0.7 1.2 2.1 3.4 4.0 3.4 3.0 3.8 4.8 4.9 5.0 5.4 5.3 4.3 3.0 2.3 1.9 1.6 4.1 4.8 5.0 4.4 3.8 4.1 5.0 5.1 4.6 3.2 1.6 0.9 0.7 0.8 1.4 2.7 4.3 4.5 4.1 2.5 1.5 1.0 0.8 0.9 1.5 2.8 4.2 4.5 4.5 4.1 4.9 5.2 5.3 4.5 3.9 3.8 3.4 3.0 3.1 3.1 2.5 4.2 4.8 5.1 4.6 4.2 4.6 5.2 5.3 4.7 3.2 1.7 0.9 0.7 0.8 1.4 2.7 4.4 4.8 4.6 3.3 2.1 1.3 1.0 1.0 1.5 2.7 4.1 4.5 4.4 4.0 4.8 5.1 5.1 4.1 3.8 4.0 3.8 3.8 4.6 4.9 4.1 3.1 4.2 4.5 4.4 5.0 5.6 5.3 5.0 4.1 2.3 1.2 0.7 0.6 0.7 1.1 2.0 3.7 4.6 4.7 4.4 3.2 1.9 1.2 1.0 1.2 1.9 3.0 3.5 3.1 2.9 3.6 4.6 4.2 3.7 4.3 5.3 5.1 4.9 5.3 4.9 5.0 1.9 2.5 3.1 4.0 5.1 5.2 5.2 0.6 0.9 1.4 2.5 3.7 4.9 4.9 4.2 2.5 1.4 1.0 1.0 1.2 1.6 1.8 1.4 4.8 5.1 5.4 5.0 5.0 5.0 4.3 1.2 1.5 2.1 3.1 4.5 4.8 4.3 0.4 0.6 1.1 1.8 3.0 4.6 4.7 4.3 2.7 1.4 0.9 0.7 0.8 0.9 0.8 3.8 4.8 4.7 3.8 3.4 3.3 2.7 0.9 1.1 1.5 2.1 3.0 3.5 2.8 0.4 0.5 0.9 1.4 2.3 3.7 4.7 3.7 2.1 1.2 0.7 0.6 0.6 0.6 0.6 2.4 3.3 3.1 2.4 2.0 1.8 1.5 0.9 1.0 1.2 1.5 1.8 1.9 1.7 1.4 1.7 1.6 1.4 1.2 1.1 0.9 1.1 1.3 1.4 1.4 1.4 1.4 1.4 0.4 0.6 0.8 0.8 0.8 0.8 0.9 1.4 2.8 4.5 4.7 4.6 3.0 1.8 0.9 1.0 1.0 1.0 1.0 0.9 0.8 1.9 2.4 2.4 1.9 1.5 1.5 1.6 0.4 0.6 1.0 1.4 1.6 1.3 1.1 1.0 1.4 2.4 4.0 4.7 4.3 3.2 2.4 0.7 0.8 0.9 1.0 1.1 1.1 1.0 3.2 4.2 4.0 2.9 2.1 2.0 2.6 3.7 3.7 3.2 2.1 1.0 0.6 0.6 1.0 1.7 2.8 3.2 2.4 1.6 1.2 1.3 1.8 2.7 3.5 3.6 3.8 3.7 2.6 1.6 0.8 0.6 0.5 0.6 0.7 0.8 1.0 1.3 1.7 1.9 1.7 4.3 4.7 4.7 3.9 2.9 3.0 4.1 5.0 4.8 3.6 2.2 1.3 1.1 1.3 1.8 3.0 4.3 4.6 4.0 2.6 1.8 1.5 1.6 2.1 2.7 3.7 4.8 4.9 4.1 2.4 1.5 1.2 1.1 1.2 1.3 1.3 1.5 2.1 3.2 3.8 3.1 3.8 4.7 4.7 3.9 3.3 3.6 4.7 5.1 4.8 3.6 2.0 1.2 1.1 1.2 1.9 3.2 4.6 4.9 4.7 3.3 2.2 1.7 1.5 1.6 2.2 3.4 4.7 4.7 4.2 2.5 1.5 1.3 1.4 1.7 1.9 1.8 2.0 3.0 4.3 4.6 4.5 2.6 3.5 3.7 3.5 3.9 4.4 4.6 5.0 4.3 2.8 1.7 1.1 1.0 1.1 1.6 2.6 4.1 5.0 4.7 4.2 3.1 2.1 1.5 1.4 1.7 2.5 3.7 4.2 3.1 2.0 1.4 1.4 1.9 2.7 3.2 2.8 2.5 3.2 4.4 4.6 4.5 1.6 2.1 2.1 3.8 4.9 5.3 4.7 3.7 2.8 1.9 1.2 0.9 0.8 0.9 1.2 1.8 2.8 3.9 4.8 5.1 4.3 2.8 1.7 1.3 1.3 1.6 2.2 2.4 1.9 1.4 1.2 1.6 2.5 4.0 4.6 4.0 2.9 2.7 3.4 3.9 3.2 4.0 5.0 5.0 4.7 3.1 2.0 1.4 1.0 0.7 0.7 0.8 1.0 1.4 2.0 3.2 4.8 4.8 4.7 3.1 1.7 1.2 1.0 1.1 1.3 1.3 1.2 1.0 1.1 1.6 2.9 4.5 4.6 4.5 3.0 2.1 2.1 2.2 1.8 3.1 4.7 5.1 3.9 2.4 1.5 1.1 0.8 0.6 0.6 0.7 0.8 1.1 1.6 2.6 4.1 5.1 4.3 2.7 1.5 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.9 1.4 2.5 4.1 4.9 4.0 2.5 1.7 1.4 1.3 1.1 6.2 7.5 7.8 7.2 5.7 9.4 11.2 12.1 10.9 8.6 11.1 12.3 12.5 11.4 9.3 12.0 12.9 12.8 11.6 9.4 12.1 12.6 12.5 11.0 8.6 10.3 9.8 8.9 7.9 6.3 14.2 14.9 10.9 16.5 17.5 12.5 16.8 18.4 17.6 12.0 17.4 20.0 19.6 16.4 13.6 15.7 15.5 13.3 13.3 13.8 13.3 12.7 15.9 16.7 16.7 15.5 20.0 18.3 16.1 19.2 21.6 21.1 19.4 14.5 17.5 19.8 19.3 18.2 12.0 13.7 15.3 15.0 14.3 13.4 13.9 13.4 12.7 16.0 16.8 16.8 15.6 20.0 18.4 16.2 19.2 21.6 21.1 19.5 14.6 17.4 19.8 19.3 18.5 12.1 13.7 15.2 15.0 14.6 UP UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' W1 EM W1 EM S2 S2 W2 EM W2 EM S2 EM S2 EM S1 EM S1 S1 S1 EM S1 EM S1 S1 EM S1 EM S1 S1 EM S1 S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 S1 EM S1 R1 EM R1 EMR1 W2 EM W1 EM S2 S2 W2 EM S1 S1 EM S1 EM S1 EM S1 S1 EM S1 S1 EM S1 S1 EM S1 S1 EMS1 EM S1 EM S1 EM S1 S1 EM S1 R1 EM S2S2 S2S2 R1 EM R1 EM R2 EM R2 EM R2 EM R2 EM R1 EM R1 EM R1 EM R2 EM R2 EM R2 EM R2 EM X-01 X-01 X-01 X-02 X-02 X-01 X-01 X-01 X-02X-02 X-02 S1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:22 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.203 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 03-05 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SCALE:1/8" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - LEVEL 03-051 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North ? ? ? ? UP DN GR I L L G R I L L 10 8 7 8 7 10 O F F 10 87 87 10 O F F 15.9 17.6 24.8 15.9 17.6 24.7 9.1 2.4 1.3 4.5 7.4 1.8 3.2 5.0 4.1 2.8 3.0 4.4 4.4 2.6 1.5 2.4 6.1 15.2 9.0 4.0 4.6 11.4 12.6 4.3 1.8 2.2 5.5 12.4 7.9 3.7 4.4 10.5 11.4 4.1 1.7 9.5 Calculation Summary Label Units Avg Min Max/Min BLDG STORAGE R06J13_Floor Fc 13.07 5.2 4.75 CORRIDOR R06H12_Floor Fc 4.94 1.3 7.00 ELEVATOR LOBBY R06H10_Floor Fc 16.06 9.5 2.22 ELEVATOR LOBBY R06H14_Floor Fc 23.50 22.0 1.15 PKG GARAGE LEVEL 6_Floor Fc 2.58 0.3 35.67 POOL EQUIPMENT R06J11_Floor Fc 13.09 10.3 1.58 RES UNIT STORAGE R06H12_Workplane Fc 5.60 1.5 10.13 RES UNIT STORAGE R06K12_Floor Fc 7.71 1.7 9.47 RES UNIT STORAGE R06K12_Floor_1 Fc 15.55 15.5 1.01 STAIR1 - LEVEL 06 DOWN_Side_3 Fc 19.30 16.8 1.30 Calculation Summary Label Units Avg Min Max/Min STAIR1 - LEVEL 06 DOWN_Side_3 Fc 19.30 16.8 1.30 STAIR1 - LEVEL 06 MIDLANDING_Top Fc 15.90 15.9 1.00 STAIR1 - LEVEL 06 UP_Side_3 Fc 19.10 18.4 1.08 STAIR1 - LEVEL 06_Top_1 Fc 21.20 17.6 1.41 STAIR2 - LEVEL 06 - MIDLANDING_Top Fc 15.90 15.9 1.00 STAIR2 - LEVEL 06 DOWN_Side_3_1 Fc 19.25 16.8 1.29 STAIR2 - LEVEL 06 UP_Side_3 Fc 19.70 18.9 1.08 STAIR2 - LEVEL 06_Top_1 Fc 21.15 17.6 1.40 Terrace Fc 3.52 0.5 27.20 VESTIBLE R06H15_Floor Fc 9.28 8.4 1.19 VESTIBULE - R06H11_Floor Fc 17.25 16.2 1.13 VESTIBULE R06H09_Workplane Fc 9.50 9.5 1.00 10.4 8.4 7.8 15.6 24.7 15.0 10.3 10.1 20.7 22.8 10.5 8.4 5.2 10.8 19.9 21.1 19.0 9.5 23.1 25.4 22.0 0.5 0.3 0.3 0.4 0.5 0.5 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.5 0.4 0.4 0.4 0.4 0.5 0.7 0.9 1.2 1.9 3.3 4.9 5.0 3.5 1.9 1.1 0.7 0.8 1.0 1.3 1.7 2.3 3.9 4.9 4.9 4.0 2.2 1.2 0.8 1.2 1.7 2.3 2.5 2.7 3.6 4.7 4.8 3.5 2.2 1.4 1.1 1.8 2.8 4.1 4.1 3.3 3.1 3.5 3.5 2.8 2.2 1.9 1.6 2.4 4.1 4.8 5.0 4.1 3.1 3.0 2.9 2.8 3.0 3.3 2.8 2.4 4.5 5.2 5.1 4.1 3.4 3.6 3.7 3.7 4.5 5.1 4.6 6.0 3.7 6.5 5.3 3.6 4.0 5.1 5.3 5.0 5.5 5.2 5.3 10.7 4.6 5.2 5.5 5.3 5.1 5.3 4.7 3.5 4.8 5.0 4.2 3.5 3.5 2.9 2.2 3.1 3.3 2.6 2.1 1.9 1.6 0.6 0.6 0.7 1.1 1.9 3.5 4.9 4.3 2.6 1.5 1.3 1.6 1.8 1.6 1.3 1.2 1.0 0.6 0.7 0.8 0.8 0.8 0.8 1.2 2.3 4.1 4.6 4.5 3.1 1.7 0.9 1.1 1.1 1.1 1.1 1.0 0.9 0.6 0.9 1.4 1.7 1.5 1.2 1.0 1.2 2.0 3.4 4.4 4.1 2.6 1.4 1.2 1.0 1.0 1.1 1.2 1.2 1.1 0.8 1.5 2.7 3.5 2.9 1.9 1.3 1.2 1.5 2.2 2.8 2.5 1.7 1.2 1.1 1.4 2.5 3.8 3.7 2.5 1.6 1.3 1.2 1.4 1.8 2.2 2.0 0.6 1.1 2.3 4.0 4.6 4.3 2.9 1.8 1.3 1.2 1.3 1.5 1.3 1.1 0.9 1.1 2.0 3.6 4.6 4.7 3.6 2.3 1.7 1.6 2.0 3.1 4.0 3.6 0.6 1.2 2.4 4.3 4.8 4.9 3.6 2.4 1.6 1.1 1.0 0.9 0.8 0.7 0.8 1.1 2.0 3.7 4.8 5.0 4.2 3.0 2.3 2.1 2.7 4.2 4.7 4.9 0.6 1.0 1.9 3.4 4.7 4.8 4.4 3.5 2.2 1.3 0.9 0.7 0.6 0.6 0.6 0.9 1.6 2.8 4.3 4.6 4.3 4.1 3.5 2.7 3.0 4.3 4.8 4.8 0.7 1.3 2.2 3.4 4.5 5.2 4.7 3.1 1.6 0.9 0.6 0.7 1.1 1.8 2.7 3.6 4.6 5.2 4.7 3.4 2.7 3.2 3.9 3.4 0.6 0.9 1.5 2.6 4.3 5.0 4.8 3.5 1.8 0.9 0.6 0.8 1.2 1.8 2.9 4.6 5.0 4.9 3.5 2.3 15.6 16.3 10.6 10.9 12.2 12.8 14.2 15.3 10.3 12.7 4.3 11.3 13.9 5.8 4.3 9.0 15.5 7.2 3.5 4.5 11.4 13.4 4.8 1.9 4.3 8.9 10.9 5.1 3.9 7.5 11.9 6.1 3.2 4.0 9.1 10.4 4.2 1.7 5.5 15.3 16.1 15.6 15.5 0.5 0.6 2.5 8.2 11.1 6.7 10.4 9.5 3.9 0.6 13.6 0.8 1.5 1.5 2.4 2.5 3.2 3.4 3.1 3.4 2.6 2.7 2.3 2.4 2.6 2.8 3.2 3.4 3.1 3.4 2.3 2.4 1.4 1.4 0.7 0.7 9.1 10.0 8.4 9.6 16.2 18.3 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 FSAE LOBBY R06H14 STAIR 01 R123 STAIR 02 R126 ELEVATOR 03 R127 W2 EM R1 EM R2 EM R2 EM R2 EM W2 EM R1 EM S1 EM S1 S1 EM S2S2 S2S2 S1 S1 EM S1 EM S1 S1 S1 S1 S1 EM S1 EM S1 S1 EM S1 EM S1 EM S1 EM S1 S1 S1 S2 EM S2 EM W1 EM W2 EM W1 EM W2 EM R1 EM R2 EM R2 EM R1 W1 EM S2 S2 EM S2 S2 EM S2 EM S2 EM S2 S2 R1 EM R1 R1 R1 EM XF-03 EM XF-03 EM XF-03 EM XF-02 EM XF-03 EM XF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-01 XF-01 XF-01 RESIDENTIAL UNIT STORAGE R06H12 MULTI FUCTION SPACE R06G14BUSINESS CENTER R06G16 CONFERENCE R06F15 CONFERENCE R06F16 GAME ROOM R06H16 WOMEN R06H13A JANITOR R06H13B MEN R06H13C REFER TO INTERIOR PERMIT PACKAGE REFER TO INTERIOR PERMIT PACKAGE X-02 X-02 X-01 X-02X-02 X-01 R1 EM R1 EM R2 EM R2 EM R1 EM R1 EM R2 EM R1 EM S2 EM S2 S2 S2 EM S2 S2 S2 EM S2 S2 EMS2 EM S2S2 EMS2 X-01 S1 S2 S2 EM S2 S2 EM S2 REFER TO INTERIOR PERMIT PACKAGE REFER TO LEVEL 7 LIGHTING PLAN FOR EMERGENCY LIGHTING IN THIS AREA. X-02 REFER TO LEVEL 7 LIGHTING PLAN FOR EMERGENCY LIGHTING IN THIS AREA. 6 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:26 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.206 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 06 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SCALE:1/8" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - LEVEL 061 6 6 6 6 66 6 6 6 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North ? ? GR I L L G R I L L 10 8 7 8 7 10 O F F 10 87 87 10 O F F GRILL GRILL 10.9 11.6 10.6 14.4 16.2 14.2 15.9 18.5 16.5 12.2 14.0 12.9 10.8 11.6 10.5 14.4 16.1 14.2 15.7 18.4 16.3 12.0 13.8 12.7 Calculation Summary Label Units Avg Min Max/Min Canopy Fc 18.75 1.2 37.83 ELEVATOR LOBBY R07H10_Floor Fc 10.53 4.5 3.47 ELEVATOR LOBBY R07H14_Floor Fc 12.55 8.5 1.92 Exterior Stair_Side_1 Fc 9.26 2.6 9.73 STAIR1 - LEVEL 07 DOWN_Side_1 Fc 16.85 15.4 1.17 STAIR1 - LEVEL 07 MIDLANDING_Top Fc 12.98 10.6 1.53 STAIR1 - LEVEL 07 UP_Side_3 Fc 19.00 17.7 1.14 STAIR1 - LEVEL 07_Top_1 Fc 15.00 12.2 1.52 STAIR2 - LEVEL 07 DOWN_Side_1 Fc 16.73 15.3 1.16 STAIR2 - LEVEL 07 MIDLANDING_ Top_1 Fc 12.93 10.5 1.53 Calculation Summary Label Units Avg Min Max/Min STAIR2 - LEVEL 07 UP_Side_3 Fc 18.90 17.6 1.14 STAIR2 - LEVEL 07_Top_1 Fc 14.82 12.0 1.53 VESTIBLE R07H15_Floor Fc 9.05 7.0 1.61 VESTIBULE - R07H11_Floor Fc 14.99 11.1 1.79 VESTIBULE R07H09_Floor Fc 7.67 6.7 1.36 29.7 32.6 24.0 35.0 26.8 25.2 35.6 25.4 32.2 33.7 23.3 34.4 29.2 27.3 36.0 24.6 31.8 33.6 24.3 35.2 27.9 27.4 35.1 23.3 31.4 34.0 23.4 34.3 29.2 28.2 45.4 21.9 25.5 33.1 20.3 33.7 32.4 31.6 22.7 31.2 26.2 21.5 32.7 25.6 28.6 21.8 30.8 23.7 22.8 32.0 23.4 28.3 29.6 21.5 30.8 26.4 24.5 31.7 22.4 28.4 30.3 22.6 31.5 25.2 24.8 31.6 21.4 27.3 29.6 21.6 30.7 26.5 24.8 32.1 23.1 29.8 30.1 23.9 29.5 27.8 28.3 23.9 20.1 29.7 9.9 14.6 11.2 17.9 5.2 1.2 5.3 18.4 18.4 16.6 9.0 13.4 18.5 4.8 9.5 19.8 13.2 14.5 18.4 17.5 1.7 5.2 17.0 16.9 15.3 19.9 8.3 12.7 16.8 4.4 4.0 8.6 9.2 8.7 9.9 8.6 8.8 10.2 9.2 9.8 9.6 8.8 10.2 9.4 9.3 10.0 8.9 9.9 9.9 9.3 10.3 9.2 9.4 10.1 8.6 9.5 9.6 8.9 10.2 9.4 9.5 10.3 7.8 8.6 9.3 5.4 1.6 7.6 14.8 6.4 4.4 2.1 2.1 6.5 9.0 6.2 5.9 8.7 6.7 3.0 5.2 9.0 8.1 7.7 9.1 6.0 1.6 10.3 12.0 9.8 12.4 14.1 11.8 13.4 15.6 12.6 11.5 13.0 10.6 8.9 10.4 8.3 4.8 5.5 4.5 8.5 11.5 10.6 10.7 14.1 13.2 12.2 16.3 15.3 12.0 15.7 14.8 11.4 15.2 14.3 10.2 13.6 12.6 9.7 9.0 7.6 9.3 8.0 9.1 11.0 9.9 8.8 11.3 9.9 7.0 8.9 7.8 12.8 11.1 16.4 17.1 17.5 19.9 16.2 12.4 14.4 12.1 7.0 8.1 6.7 7.8 9.1 7.3 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' W2 EM W2 EM W2 EM VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 FSAE LOBBY R07H14 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118 ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 S3 EM S3 EM R1 EM R2 EMR1 EM R2 EM R2 EM R1 EMR1 XF-03 EM XF-03 EM XF-03 EM XF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EM XF-03 EMXF-03 EMXF-03 EM XF-03 EM XF-05 EM XF-05 EM XF-04 EM XF-03 EM XF-03 EM XF-03 EM XF-05 EMXF-05 EM XF-03 EM XF-03 EM XF-03 EM XF-05 EM XF-05 EM XF-05 EM XF-05 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-05 EMXF-03 EM XF-03 EM XF-03 EM XF-02 EMXF-02 EM W2 EM REFER TO INTERIOR PERMIT PACKAGE X-02 X-02 X-02 X-02 R1 EM R2 EM R2 EM R1 EM R1 EM R1 EM R2 EM R2 EM XF-03 EM XF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EM XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF-06 EM XF-06 EM XF-04 EM XF-04 EM XF-04 EM XF-04 EM XF-03 EM XF-03 EM XF-03 EM 6 6 6XF-04 EM XF-04 XF-04 EM XF - 0 3 E M 6 6 6 6 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:32 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.207 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 07 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SCALE:1/8" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - LEVEL 071 6 6 ? ? GR I L L GR I L L 10 8 7 8 7 10 O F F 10 87 87 10 O F F GRILLGRILL 10.9 11.6 10.6 14.4 16.2 14.2 15.9 18.5 16.5 12.2 14.0 12.9 10.8 11.6 10.5 14.4 16.1 14.2 15.7 18.4 16.3 12.0 13.8 12.7 29.7 32.6 24.0 35.0 26.8 25.2 35.6 25.4 32.2 33.7 23.3 34.4 29.2 27.3 36.0 24.6 31.8 33.6 24.3 35.2 27.9 27.4 35.1 23.3 31.4 34.0 23.4 34.3 29.2 28.2 45.4 21.9 25.5 33.1 20.3 33.7 32.4 31.6 22.7 31.2 26.2 21.5 32.7 25.6 28.6 21.8 30.8 23.7 22.8 32.0 23.4 28.3 29.6 21.5 30.8 26.4 24.5 31.7 22.4 28.4 30.3 22.6 31.5 25.2 24.8 31.6 21.4 27.3 29.6 21.6 30.7 26.5 24.8 32.1 23.1 29.8 30.1 23.9 29.5 27.8 28.3 23.9 20.1 29.7 9.9 14.6 11.2 17.9 5.2 1.2 5.3 18.4 18.4 16.6 9.0 13.4 18.5 4.8 9.5 19.8 13.2 14.5 18.4 17.5 1.7 5.2 17.0 16.9 15.3 19.9 8.3 12.7 16.8 4.4 4.0 8.6 9.2 8.7 9.9 8.6 8.8 10.2 9.2 9.8 9.6 8.8 10.2 9.4 9.3 10.0 8.9 9.9 9.9 9.3 10.3 9.2 9.4 10.1 8.6 9.5 9.6 8.9 10.2 9.4 9.5 10.3 7.8 8.6 9.3 5.4 1.6 7.6 14.8 6.4 4.4 2.1 2.1 6.5 9.0 6.2 5.9 8.7 6.7 3.0 5.2 9.0 8.1 7.7 9.1 6.0 1.6 10.3 12.0 9.8 12.4 14.1 11.8 13.4 15.6 12.6 11.5 13.0 10.6 8.9 10.4 8.3 4.8 5.5 4.5 8.5 11.5 10.6 10.7 14.1 13.2 12.2 16.3 15.3 12.0 15.7 14.8 11.4 15.2 14.3 10.2 13.6 12.6 9.7 9.0 7.6 9.3 8.0 9.1 11.0 9.9 8.8 11.3 9.9 7.0 8.9 7.8 12.8 11.1 16.4 17.1 17.5 19.9 16.2 12.4 14.4 12.1 7.0 8.1 6.7 7.8 9.1 7.3 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' W2 EM W2 EM W2 EM VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 FSAE LOBBY R07H14 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118 ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 S3 EM S3 EM R1 EM R2 EMR1 EM R2 EM R2 EM R1 EMR1 XF-03 EM XF-03 EM XF-03 EM XF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EMXF-03 EM XF-03 EMXF-03 EMXF-03 EM XF-03 EM XF-05 EM XF-05 EM XF-04 EM XF-03 EM XF-03 EM XF-03 EM XF-05 EMXF-05 EM XF-03 EM XF-03 EM XF-03 EM XF-05 EM XF-05 EM XF-05 EM XF-05 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-05 EM XF-03 EM XF-03 EM XF-05 EMXF-03 EM XF-03 EM XF-03 EM XF-02 EMXF-02 EM W2 EM REFER TO INTERIOR PERMIT PACKAGE X-02 X-02 X-02 X-02 R1 EM R2 EM R2 EM R1 EM R1 EM R1 EM R2 EM R2 EM XF-03 EM XF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EMXF-04 EM XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF-06 EM XF-06 EM XF-04 EM XF-04 EM XF-04 EM XF-04 EM XF-03 EM XF-03 EM XF-03 EM 6 6 6XF-04 EM XF-04 XF-04 EM XF - 0 3 E M 6 6 6 6 6 XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M XF - 0 3 E M 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North Calculation Summary Label Units Avg Min Max/Min ELEVATOR LOBBY R08H10_Floor Fc 10.41 3.7 4.14 ELEVATOR LOBBY R08H14_Floor Fc 12.12 8.0 1.99 STAIR1 - LEVEL 08 DOWN_Side_3 Fc 17.41 15.0 1.33 STAIR1 - LEVEL 08 MIDLANDING_Top Fc 15.02 13.3 1.32 STAIR1 - LEVEL 08 UP_Side_3 Fc 18.45 16.5 1.23 STAIR1 - LEVEL 08_Top_1 Fc 17.04 11.3 1.89 STAIR2 - LEVEL 08 DOWN_Side_3 Fc 17.30 14.9 1.33 STAIR2 - LEVEL 08 MIDLANDING_Top Fc 14.90 13.1 1.34 STAIR2 - LEVEL 08 UP_Side_3 Fc 18.38 16.5 1.22 STAIR2 - LEVEL 08_Top_1 Fc 16.94 11.3 1.88 VESTIBLE R08H15_Floor Fc 8.27 5.0 2.24 VESTIBULE - R08H11_Floor Fc 14.55 9.8 1.92 VESTIBULE R08H09_Floor Fc 6.90 5.5 1.58 9.2 8.8 9.4 8.8 6.3 7.1 6.9 5.9 4.0 4.7 4.6 3.7 10.6 10.4 11.8 13.5 13.3 11.3 12.3 13.9 13.6 11.7 13.2 15.3 14.9 12.4 12.0 13.5 13.1 11.0 11.1 12.6 12.3 10.2 10.9 10.6 8.0 9.9 9.7 8.9 8.4 9.0 8.1 10.2 11.1 10.0 12.4 13.5 12.3 10.6 13.1 13.9 12.9 11.5 14.6 15.9 14.4 11.3 14.0 15.1 13.9 11.2 14.5 15.8 14.4 10.6 13.4 14.6 13.4 12.0 12.8 11.8 11.5 12.6 11.2 6.0 7.2 8.0 7.5 6.0 7.1 9.8 8.5 7.3 9.3 9.9 8.4 7.0 9.3 8.2 6.3 9.1 9.9 7.9 5.0 6.7 7.6 7.2 5.9 11.2 10.5 10.3 10.4 10.0 10.6 9.813.0 13.7 15.3 16.3 11.4 15.6 17.2 16.5 10.9 16.2 18.8 18.4 15.3 12.5 14.5 14.3 12.2 5.6 6.5 6.4 5.5 7.3 8.7 8.7 7.2 6.2 7.3 7.3 6.1 14.1 14.4 13.9 13.3 15.2 15.5 15.5 14.5 17.6 16.2 15.7 19.2 21.4 20.7 18.3 14.1 17.5 19.9 19.6 18.4 11.3 13.5 15.4 15.7 14.9 14.1 14.3 13.7 13.1 15.2 15.4 15.3 14.3 17.5 16.1 15.6 19.1 21.3 20.6 18.1 14.0 17.4 19.8 19.5 18.3 11.3 13.4 15.3 15.6 14.8 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' W2 EM W2 EM W2 EM W1 EM W1 EM MEP ROOM R08J10 VESTIBULE R08H09 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 TRASH ROOM R08G15 FSAE LOBBY R08H14 VESTIBULE R08H15 ELEVATOR 01 R149 ELEVATOR 02 R150 STAIR 01 R151 STAIR 02 R152 ELEVATOR 03 R153 W1 EM R1 W2 EM R2 EM R2 EM S3 EM S3 EM R1 EM R1 EM R2 EM R2 EM R1 EM REFER TO INTERIOR PERMIT PACKAGE X-02X-02 X-02 X-02 R2 EM R1 EM R1 EM R2 EM R2 EM R1 EM R1 EM 6 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:36 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.208 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 08-14 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SCALE:1/8" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - LEVEL 08 - 142 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North ? ? Calculation Summary Label Units Avg Min Max/Min ELEVATOR LOBBY R15H10_Floor Fc 11.66 3.8 4.32 ELEVATOR LOBBY R15H14_Floor Fc 12.16 8.0 2.00 Exterior Terrace Fc 2.17 0.3 38.67 STAIR1 - LEVEL 15 DOWN_Side_3 Fc 16.99 15.1 1.25 STAIR1 - LEVEL 15 MIDLANDING_Top Fc 11.44 9.2 1.66 STAIR1 - LEVEL 15 UP_Side_3 Fc 14.58 12.3 1.38 STAIR1 - LEVEL 15_Top_1 Fc 16.97 11.9 1.77 STAIR2 - LEVEL 15 DOWN_Side_3 Fc 17.12 15.2 1.25 STAIR2 - LEVEL 15 MIDLANDING_Top Fc 11.53 9.2 1.67 STAIR2 - LEVEL 15 UP_Side_3 Fc 14.66 12.3 1.39 STAIR2 - LEVEL 15_Top_1 Fc 17.05 12.0 1.77 VESTIBLE R15H15_Floor Fc 8.30 5.1 2.20 VESTIBULE - R15H11_Floor Fc 14.91 10.1 1.90 9.2 9.6 10.1 10.3 10.2 11.1 12.0 11.8 15.3 14.8 15.5 18.6 20.1 19.6 18.5 14.4 16.8 18.4 18.5 21.1 11.9 12.9 14.7 15.3 18.2 9.2 9.7 10.2 10.4 10.3 11.1 12.2 11.9 15.4 14.9 15.6 18.7 20.1 19.7 18.6 14.5 16.9 18.5 18.5 21.2 12.0 13.0 14.8 15.4 18.3 7.9 9.6 10.5 10.9 10.5 9.2 7.7 6.0 3.8 10.7 13.0 14.2 14.2 13.1 11.3 9.7 7.3 4.5 11.2 13.1 14.0 13.9 11.6 8.4 7.3 5.9 3.9 12.3 14.6 15.2 14.2 13.0 15.4 16.0 13.4 13.0 15.0 15.1 13.3 13.6 16.0 16.4 14.2 12.9 15.0 15.1 13.3 13.1 15.5 15.7 13.5 12.1 14.1 14.2 12.2 10.9 12.7 12.8 11.0 9.7 11.6 11.8 10.0 6.9 8.1 8.1 7.0 8.0 10.3 11.1 10.1 9.9 12.5 13.6 12.3 10.6 13.2 14.0 13.0 11.6 14.6 16.0 14.5 11.4 14.1 15.1 13.9 11.2 14.5 15.8 14.5 10.6 13.5 14.7 13.4 9.8 12.1 12.8 11.9 8.9 11.5 12.6 11.2 8.5 9.0 8.1 1.3 0.4 1.8 2.6 1.9 11.6 0.8 0.6 0.8 0.3 1.1 0.3 1.2 0.4 1.8 7.2 1.6 7.2 0.8 0.4 1.1 0.3 1.3 0.4 1.2 0.5 1.4 0.6 2.5 7.8 2.0 6.9 0.8 0.5 0.7 0.4 1.2 0.4 1.8 0.6 2.6 7.5 1.8 7.1 5.9 7.1 7.9 7.5 6.0 7.1 9.8 11.2 10.5 8.5 7.3 9.4 10.3 9.9 8.4 7.1 9.4 10.5 10.0 8.2 6.4 9.2 10.7 10.0 8.0 5.1 6.8 7.6 7.3 6.0 13.4 14.1 10.1 15.7 16.7 11.7 16.0 17.6 16.8 11.2 16.6 19.2 18.7 15.6 12.9 14.8 14.7 12.5 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' W2 EM STAIR 01 R16D23 VESTIBULE R15H11 STAIR 02 R35 ELEVATOR LOBBY R15H10 STORAGE R15H09 ELEVATOR 03 R38 TRASH ROOM R15F16 VESTIBULE R15H15 FSAE LOBBY R15H14 ELEVATOR 01 R154 ELEVATOR 02 R155 W2 EM W2 EM W2 EM R2 EM R2 EM R1 EM R1 EM R2 EM R2 EM R2 EM R2 EM R2 EM R1 XF-03 EM XF-05 XF-03 EMXF-03 EM XF-03 EM XF-05 XF-03 EM XF-03 EM XF-03 EM R1 XF-03 EM XF-05 XF-03 EM XF-03 EM XF-03 EM XF-05 XF-03 EM XF-05 XF-05 XF-03 EM XF-03 EM XF-03 EM XF-03 EM XF-05 XF-05 XF-03 EM XF-05 XF-05 XF-03 EM XF-03 EM XF-05 XF-05XF-03 EM REFER TO INTERIOR PERMIT PACKAGE X-02 X-02 X-02 X-02 R1 R1 R2 EM R2 EM X-02 R2 EM R1 EM R1 EM R1 EM 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:41 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.215 LIGHTING EMERGENCY PHOTOMETRIC PLAN - LEVEL 15 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SCALE:1/8" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - LEVEL 151 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North 4.6 5.3 5.3 4.5 6.2 7.6 7.6 6.1 5.6 6.8 6.6 5.4 3.8 4.5 4.5 3.7 2.5 3.2 3.1 2.5 1.5 2.8 2.7 2.2 3.4 3.3 2.8 4.3 4.3 3.7 0.2 0.5 1.5 3.3 5.2 6.4 6.4 5.2 0.2 0.5 1.6 3.7 6.3 7.8 7.7 6.2 0.2 0.4 1.3 2.9 4.8 5.7 5.6 4.7 4.7 5.8 5.0 3.9 8.8 8.5 7.3 5.6 8.1 7.9 8.1 7.7 5.7 7.8 8.4 9.6 8.4 9.1 7.7 6.9 4.9 11.4 13.3 13.8 13.5 12.6 11.6 10.2 11.0 12.7 13.2 12.7 12.5 11.4 10.0 9.8 9.8 8.6 5.8 7.3 8.812.8 14.1 13.5 10.6 15.3 16.9 17.1 13.8 14.2 16.4 16.3 16.5 15.8 16.7 16.1 17.0 17.2 15.6 14.7 8.7 12.7 12.1 11.3 10.0 16.6 16.5 15.5 13.2 10.8 18.9 19.1 18.2 19.3 20.0 19.7 5.9 7.3 7.7 6.5 4.4 6.2 7.7 8.0 6.8 4.7 4.5 5.4 5.5 4.8 3.4 2.8 3.5 3.7 3.1 2.2 Calculation Summary Label Units Avg Min Max/Min R16H11_Floor Fc 9.14 3.9 3.54 STAIR1 - LEVEL16 Fc 13.63 5.8 2.97 STAIR2 - LEVEL16 Fc 15.16 8.7 2.30 VESTIBULE - R16C14_Floor Fc 5.21 2.2 3.64 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' W1 EM W1 EM W1 EM S3 EMS3 EM S2 EM S2 EM W2 EM W2 EM R1 EM S2 EM R1 EM R1 R1 EMR1 R1 EM R1 EM R1 EM W2 EM W2 EM X-02 X-02 X-02 X-02 X-02 6 6 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:43 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E2.216 LIGHTING EMERGENCY PHOTOMETRIC PLAN - ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SCALE:1/8" = 1'-0" LIGHTING PLAN EMERGENCY PHOTOMETRIC - ROOF1 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North DWBP 1 SP 1,2 SE 1,2GEF 1 GTF 6 GSF 1 GEF 2 J J J JJJJJJJJJ SIU P1-04 GTF 3 GTF 2 GTF 1 GTF 4 GTF 5 GTF 8 GTF 7 GTF 9 SOU P1-02 SOU 1-01 SIU P1-02 SOU P1-03 SOU P1-01 J J J J J JJ J JJJJJJJJJ STST ST ST ST ST ST ST ST JJJS J S JS J J S RESIDENTIAL STORAGE RB1F16 GREASE INTERCEPTOR HP01A08 FIRE WATER STORAGE RP01B19 GSF-1, VFD, AND DISCONNECTING MEANS PART OF EAST TOWER PACKAGE. POWERED FROM 'S1H1' PROVIDE (3)#6, #10G, 3/4" C. L1A-1 GFI L1A-1 L1A-1 GFI L1A-7 L1A-7 GFI L1A-7 GFI L1A-7 GFI L1A-7 GFI L1A-5 GFI L1A-5GFI L1A-5GFI L1A-5GFI L1A-5 GFI L1A-5 L1A-3 L1A-3 L1A-3 S1H1-2,4,6 DP-S1H1-7 DP-S1H1-8 S1H1-19,21,23 S1H1-15 DP-S1H1-6 3 1 2 5 5 5 5L1EV-5,7 L1EV-21,23 L1EV-17,19 L1EV-33,35 L1EV-2,4 L1EV-37,39 R1-E6.1 1 S1H1-13S1H1-13 S1H1-13 S1H1-15 S1H1-17 S1H1-17S1H1-15 S1H1-17 S1L1-9,11 L1A-39,41 S1L1-20 CONDENSATE PUMP S1L1-22 CONDENSATE PUMP S1L1-21,23 L3A-26,28 S1 L 1 -8 S1 L 1 -10 SP-1,2 CONTROL PANEL PROVIDE (2) 2" TO SP-1,2, REFER TO R1-P9.6 SE-1,2 CONTROL PANEL PROVIDE (2) 2" TO SE-1,2, REFER TO R1-P9.5 L1A-39,41 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' PLUMBING ROOM RB1F13 MDP HOUSE RB1F12 FIRE PUMP & WATER STORAGE RB1F11 VESTIBULE RB1H11 VESTIBULE RB1H13 STAIR 02 R94 ELEVATOR 03 R95 STAIR 01 R96 MEP ROOM RB1J10 L1EV-14,16 4 L1EV-18,20 L1EV-22,24 5 L1EV-30,32 L1EV-26,28 5L1EV-38,40 L1EV-34,36 4 L1EV-42,44L1EV-41,43 5 L1EV-1,3 5 L1EV-6,8 L1EV-10,12 5 L1EV-25,27 L1EV-29,31 L1EV-45,47 5 L1EV-46,48 L1EV-50,52 L1EV-49,51 5 L1EV-53,55 L1EV-13,15 L1EV-9,11 S1L1-17,19 L1A-7 S1H1-1,3,5 GFI L1A-5 N.I.C. N.I.C. N.I.C. WE S T T O W E R EA S T T O W E R L1A-30 IRR L1A-32,34 IRR. BOOSTER PUMP 5 5 R1-E6.3 3 R1-E6.3 4TP-2 TP-2 TP-2 1 FCS R1-E6.3 5 L1A-38 L1A-40 6 TP-2 L1A-38 6 L1A-42 6 L1A-44 6 6 6 VESTIBULE RB1H09 P1-04 SOU S1L1-17,19 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/16" = 1'-0" 6/27/2025 11:59:47 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.100 POWER AND SIGNAL PLAN - LEVEL P01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/16" = 1'-0" POWER & SIGNAL PLAN - LEVEL P011 0 16' -0"32' -0"48' -0"64' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1. CONDUITS TO COMMUNICATION MANHOLE. REFER TO SHEET R1-E3.101 FOR REFERENCE. 2. (4)-4" C FOR FUTURE LOW VOLTAGE SERVICE PATHWAY BACKBONE RISER EAST TOWER. REFER TO EAST TOWER DRAWINGS FOR CONTINUATION. 3. (4)-4" C FOR FUTURE LOW VOLTAGE SERVICE PATHWAY BACKBONE RISER. 4. 7.2kW, 208V/1PH CONNECTION FOR SINGLE EV CHARGING STATION. COORDINATE EXACT LOCATION AND SPECIFICATION WITH ARCHITECT PRIOR TO ROUGH-IN. CHARGE POINT CT4011-GW1 USED AS BASIS OF DESIGN. COORDINATE EXACT POWER REQUIREMENTS WITH APPROVED SHOP DRAWINGS AND SUBMITTAL PRIOR TO ROUGH-IN. 5. (2) 7.2kW, 208V/1PH CONNECTIONS FOR DUAL EV CHARGING STATION. COORDINATE EXACT LOCATION AND SPECIFICATION WITH ARCHITECT PRIOR TO ROUGH-IN. CHARGE POINT CT4025-GW1 USED AS BASIS OF DESIGN. COORDINATE EXACT POWER REQUIREMENTS WITH APPROVED SHOP DRAWINGS AND SUBMITTAL PRIOR TO ROUGH-IN. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG ? J BCC 3C-01 BCC 1-01 SIU 1-04 SIU 1-01 SIU 1-02 J J J J IWH 1 IWH 2 SOU 1-02 SIU 1-03 SOU 1-03 EF 1-1 EF 1-2 EF 1-3 J J J J J J J J J FC 01-01 J ST,2P ST,2P SOU 1-04 J MTS-GEN1 ATS-FP1 ATS-FP2 RETAIL 4 2249 SF RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 EAST LOBBY R01H08 RETAIL 3 2975 SF RETAIL 2 3005 SF STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 AB GFI L1A-21 L1A-33 L1A-43 L1A-35 L1A-27 L1A-27 L1A-29 L1A-29 L1A-35 L1A-27 L1A-29L1A-29L1A-29 L1A-47 L1A-35 L1A-6,8 L1A-2,4 GF I , W P L 1 A -31 L1 A -31 GFI,WP L1A-31 L1A-33 L1A-43 L1A-21 S1L1-9,11 WP G F I 1 S1L1-16 5 5 3 3 S1L1-14 8 5 5 S1H1-7,9,11 6 6FP-1 FP-R1 FP-2 FP-R2 JP-1 JP-2 S2H1-7,9,11 R1-E6.1 4 PROPOSED CONDUIT STUB UP LOCATION FOR 'JP-2' AND 'ATS-FP2' POWER 9 9 9 9 S1L1-4 CONDENSATE PUMP 120V POWERED DOOR S1L1-6 S1L1-6 120V POWERED DOOR GFI L1A-21 E1L1-9,11,13 E1L1-2,4,6 REFER TO DETAIL 3 ON R1-E9.5 S1L1-1,3 H1-31 H1-33 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FCC R01F17 FIRE PUMP ROOM R01F11 STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 JANITOR R01F15 RESTROOM R01G15 MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 WEST LOBBY R01H16 L1A-29 L1A-27 GFI L1A-21 MAIN ELECTRICAL ROOM R01F13 L3A-22,24 L3A-22,24 S1L1-13,15 S1L1-13,15 REFER TO INTERIOR PERMIT PACKAGE REFER TO INTERIOR PERMIT PACKAGE EMERGENCY ELECTRICAL ROOM R01F12 E1L1-8 L1A-9 L1A-11 L1A-13 L1A-15 L1A-17 L1A-19 L1A-23 (F) (F) (F) (F) (F) (F) (F) L1A-37 L1A-10 L1A-12 GARAGE DOOR H1- 14,16,18 GARAGE DOOR H1- 8,10,12 O/H DOOR L1A-14 10 10 10 GATE L1A-16 GATE L1A-18 GATE L1A-20 GATE L1A-22 11 L1A-24,26 GROUND BUS BAR SMOKE CURTAIN S1L1-35 L1A-36 L1A-36 L1A-36 L1A-36L1A-36 14 13 3' - 0"15' - 0 11/16"15' - 0 11/16" 33' - 1 3/8" 39' - 1 3/8" GENERATOR 1 GENERATOR 2 5' - 0 1 / 3 2 " 3' - 0" 4' - 9 1 9 / 3 2 " 4' - 9 1 9 / 3 2 " S1L1-1,3 BMS PNL S1L1-42 FACP E1L1-18 LCP PNL L1A-28 L1A-45 L1A-45 6 6 6 6 NO BUILD ZONE NO BUILD ZONENO BUILD ZONE NO BUILD ZONE 12 RETAIL 1 R01F10 TRASH ROOM R01H15 10 ' - 0 " 1410 ' - 0 " 6 6 6 6 6 6 10 ' - 0 " 31' - 6" 6 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:52 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.101 POWER AND SIGNAL PLAN - LEVEL 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 01 GARAGE1 0 8' -0"16' -0"24' -0"32' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1. MIN. 24"X36" PRECAST CONCRETE UG PULLBOX FLUSH WITH GRADE. PROVIDE TRAFFIC RATED LID MARKED "COMMUNICATIONS" 2. NOT USED. 3. DOUBLE DOORS INSTALLED WITH PANIC HARDWARE. 4. NOT USED. 5. REFER TO SINGLE LINE DIAGRAM FOR CIRCUITING INFORMATION. FIRE PUMP DESIGN BY OTHER. COORDINATE LOCATION AND EXACT REQUIREMENTS PRIOR TO ROUGH-IN AND INSTALLATION. REFER TO DETAIL 1/R1-E9.4. 6. JOCKEY PUMP. FIRE PUMP DESIGN BY OTHER. COORDINATE LOCATION AND EXACT REQUIREMENTS PRIOR TO ROUGH-IN AND INSTALLATION. 7. NOT USED. 8. 120V CONNECTION FOR JOCKEY PUMP CONTROLLER. COORDINATE EXACT CONNECTION REQUIREMENT WITH FIRE CONSULANT PRIOR TO ROUGH-IN. 9. PROVIDE CONDUIT TO FUTURE TENANT CEILING SPACE WITH PULL STRING FROM 'MSWBD-HOUSE' FOR FUTURE TENANT PANEL. WIRING TO BE PULLED IN FUTURE PHASE AS PER TENANT DESIGN REQUIREMENTS. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 10. PROVIDE POWER FOR OVERHEAD GARAGE DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. 11. CODE REQUIRED NO BUILD ZONE TO CREATE FIRE SEPARATION FROM ADJACENT BUILDING. 12. DESIGNATED AREA FOR SCE UTILITY YARD (LAYOUT BY OTHERS). UTILITY COORDINATION BY OWNER AND IS NOT INCLUDED UNDER THIS PACKAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH OWNER AND PROVIDING THE REQUIRED PATHWAYS AND PADS. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 13. COORDINATE WITH OWNER AND SCE FOR RELOCATION OF EXISTING UTILITY METERS AND EQUIPMENT ALONG WALL OF ADJACENT BUILDING PRIOR TO COMMENCEMENT OF WORK IN ALLEY. RELOCATION OF EQUIPMENT IS OUTSIDE OF THE SCOPE OF THIS PROJECT, BUT MUST BE ACCOMPLISHED PRIOR TO COMMENCEMENT OF WORK ON THE UTILITY YARD. 14. COORDINATE GENERATOR EXHAUST FLUE ROUTING WITH OPENINGS ABOVE AND ADJACENT TO GENERATOR. EXHAUST FLUE MUST MAINTAIN A MINIMUM OF 10' CLEARANCE FROM PROPERTY LINES, 3' CLEARANCE FROM EXTERIOR WALLS AND ROOFS, 10' CLEARANCE FROM GRADE, AND 10' FROM OPERABLE OPENINGS INTO BUILDING. 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG UP FC 04-02 ACCU R02A.1 ACCU R02A.2 ACCU R01 ACCU R03A.1 ACCU R03A.2 ACCU R03C J ST,2P GFI L3A-1 GFI L3A-1 GFI L3A-1 L3A-3 L3A-3 L3A-3 GFI L3A-5 GFI L3A-5 L3A-7 L3A-7 GFI L3A-9 GFI L3A-9 GFI L3A-9 L3A-7 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' GFI L3A-5 MEP ROOM R02J10 VESTIBULE R02H09ELEVATOR LOBBY R02H10 VESTIBULE R02H11 STORAGE R02G15 VESTIBULE R02H15 ELEVATOR 01 R143 ELEVATOR 02 R144 STAIR 01 R145 STAIR 02 R146 ELEVATOR 03 R147 FSAE LOBBY R02H14 GFI L3A-1 GFI L3A-9 GFI L3A-9 L3A-6,8 H5-MECH-14,16,18 H5-MECH-20,22,24 H5-MECH-26,28,30 H5-MECH-32,34,36 H5-MECH-38,40,42 H5-MECH-44,46,48 GROUND BUS BAR SMOKE CURTAIN S1L1-37MAG DOOR L3A-12 1 BMS PNL S1L1-44 FACP E1L1-20 OPEN TO BELOW CAVITY OPEN TO BELOW 6 RESIDENTIAL BUS RISERS 6 6 6 6 6 6 66 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:56 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.102 POWER AND SIGNAL PLAN - LEVEL 02 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 021 0 8' -0"16' -0"24' -0"32' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1. PROVIDE POWER FOR MAGNETIC DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG UP UP SIU 3-01 SOU 3-01 FC 04-03 ACCU R02B.1 ACCU R02B.2 ACCU R03B.1 ACCU R03B.2 J BCC 4-01ST,2P VESTIBULE R03H09 FSAE LOBBY R03H14 L3A-11 L3A-11 L3A-11 GFI L3A-13 GFI L3A-13 GFI L3A-13 GFI L3A-15 GFI L3A-15 GFI L3A-15 GFI L3A-19 GFI L3A-19 GFI L3A-19 GFI L3A-19 R1-E6.1 2 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' L3A-17 L3A-17 L3A-17 STORAGE R03G15 VESTIBULE R03H15 MEP ROOM R03J10 ELEVATOR LOBBY R03H10 VESTIBULE R03H11 STAIR 01 R138 ELEVATOR 01 R139 ELEVATOR 02 R140 ELEVATOR 03 R141 STAIR 02 R142 L3A-11 L3A-18,20 L3A-18,20 GFI L3A-13 GFI L3A-19 GFI L3A-19 L3A-6,8 H5-MECH-31,33,35 H5-MECH-37,39,41 H5-MECH-43,45,47 H5-MECH-49,51,53 SMOKE CURTAIN S1L4-19 L3A-2,4 ROLLING GATE L3A-101 MAG DOOR L3A-14 2 RESIDENTIAL BUS RISERS KEYED NOTES SHEET NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 11:59:59 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.103 POWER AND SIGNAL PLAN - LEVEL 03 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 031 0 8' -0"16' -0"24' -0"32' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1. PROVIDE POWER FOR ROLLING GATE. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. 2. PROVIDE POWER FOR MAGNETIC DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North UP BCC 4-02 SIU 4-01 SOU 4-01 FC 04-04 ACCU R04 J ST,2P GFI L3A-21 GFI L3A-21 GFI L3A-21 L3A-23 L3A-23 L3A-23 GFI L3A-25 GFI L3A-25 L3A-27 L3A-27 GFI L3A-29 GFI L3A-29 GFI L3A-29 GFI L3A-29 L3A-27 L3A-2,4 R1-E6.1 3 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R04H11 ELEVATOR LOBBY R04H10 VESTIBULE R04H09 MEP ROOM R04J10 STORAGE R04G15 FSAE LOBBY R04H14 VESTIBULE R04H15 STAIR 01 R133 ELEVATOR 01 R134 ELEVATOR 02 R135 ELEVATOR 03 R136 STAIR 02 R137 GFI L3A-25 L6A-30,32 L6A-30,32 GFI L3A-21 GFI L3A-29 GFI L3A-29 L3A-6,8 H5-MECH-25,27,29 SMOKE CURTAIN S1L4-21 MAG DOOR L3A-16 1 RESIDENTIAL BUS RISERS 6 6 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:00:03 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.104 POWER AND SIGNAL PLAN - LEVEL 04 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 041 0 8' -0"16' -0"24' -0"32' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1. PROVIDE POWER FOR MAGNETIC DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG UP UP J J J J J ACCU R06 SIU 5-01 SOU 5-01 FC 04-05 ACCU R07C ACCU R07A ACCU R07B J MECHANICAL R05F16 L6A-1 GFI L6A-3 GFI L6A-5 GFI L6A-5 GFI L6A-5 GFI L6A-7 GFI L6A-7 GFI L6A-7 L6A-9 L6A-9 L6A-9 L6A-9 GFI L6A-7 S1L4-5,7 S1L4-17 S1L4-13,15 S1L4-9,11 S1L4-1,3 COORDINATE EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN IT IT AV AV SECURITY R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 FSAE LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 STAIR 01 R128 ELEVATOR 01 R129 ELEVATOR 02 R130 STAIR 02 R131 ELEVATOR 03 R132 L6A-1 L6A-1 GFI L6A-3 GFI L6A-3 L6A-34,36 L6A-34,36 GFI L6A-3 GFI L6A-7 GFI L6A-7 L6A-26,28 H5-MECH-1,3,5 H5-MECH-13,15,17 H5-MECH-19,21,23 H5-MECH-7,9,11 H5-MECH SMOKE CURTAIN S1L4-23MAG DOOR L6A-11 1 6 RESIDENTIAL BUS RISERS 6 CONDENSATE PUMP 6 L6A-9 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:00:07 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.105 POWER AND SIGNAL PLAN - LEVEL 05 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 051 0 8' -0"16' -0"24' -0"32' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1. PROVIDE POWER FOR MAGNETIC DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North ? ? ? ? UP DN ACCU R08A ACCU R08B EWH L06 CP L06 GR I L L G R I L L 10 8 7 8 7 10 O F F 10 87 87 10 O F F EPO J J J J J J J BCC 6-02 FC 7A-07 FC 06-06 J EF 6-1 FC 06-07 J ST,2P ST,2P ST,2P J TC J J J J J J L6A-51 L6A-51 L6A-51 GFI L6A-49 GFI L6A-49 GFI L6A-49 GFI L6A-53 L6A-47 R1-E6.2 1 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' L6A-47 L6A-47 VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 FSAE LOBBY R06H14 STAIR 01 R123 STAIR 02 R126 ELEVATOR 03 R127 GAME ROOM R06H16 ELEVATOR 01 R176 ELEVATOR 02 R175 MULTI FUCTION SPACE R06G14 BUSINESS CENTER R06G16 CONFERENCE R06F15CONFERENCE R06F16 STAIR 04 R170 RESIDENTIAL UNIT STORAGE R06H12 REFER TO INTERIOR PERMIT PACKAGE REFER TO INTERIOR PERMIT PACKAGE L-POOLL-POOL-8 L-POOL-7 L-POOL-14,16,18 L-POOL-2,4,6 L-POOL-1,3,5 L-POOL-10 L-POOL-9 GFI L-POOL-13 GFI L6A-49 GFI L6A-49 L6A-45 L6A-33 L6A-35 L6A-37 L6A-39 L6A-41 L6A-43 (F) (F) (F) (F) (F) (F)(F) E1 L-POOL-15 EPOS L6A-8,10 REFER TO R1-P9.4 H6-7,9,11 L6A-12 PRV STN L6A-14 L6A-26,28 H5-MECH-2,4,6 H5-MECH-8,10,12 L6A-40 L6A-40 L6A-40L6A-40 L6A-40 L6A-38 L6A-26,28 SMOKE CURTAIN GFI,WP L6A-31 GFI,WP L6A-31 S1L7-2 1 GFI,WP L6A-47 GFI,WP L6A-47 L6A-17 L6A-17 L6A-17L6A-17 L6A-17 L6A-17 8 7 6 2 3 2 3 4 L-POOL-12 POOL EQUIPMENT R06J11 TP-2 L-PO O L -11 L-PO O L -11 L-PO O L -11 RESIDENTIAL BUS RISERS 6 RESIDENTIAL UNIT STORAGE R06K12 BUILDING STORAGE R06J13 L- P O O L - 1 1 6 (F)L6A-25 6 L6A-27(F) 6 (F) (F) L6A-29 L6A-42 L6A-19(F) (F)L6A-21,23 6 6 6 6 GFI,WP L6A-44 BBQ GFI,WP L6A-46 FIRE PIT 6 6 5 KEYED NOTES SHEET NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:00:15 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.106 POWER AND SIGNAL PLAN - LEVEL 06 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 061 0 8' -0"16' -0"24' -0"32' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1. PROVIDE POWER FOR MAGNETIC DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. 2. POOL/SPA HEATER. (4.0A, 120V). REFER TO POOL/SPA PLANS FOR ADDITIONAL INFORMATION. 3. POOL/SPA CIRCULATION PUMP (5HP, 13.0A, 208V, 3PH). PROVIDE 3/4"C - 3 #12 + 1 #12G BRANCH CIRCUIT FEEDER. REFER TO POOL/SPA PLANS FOR ADDITIONAL INFORMATION. 4. POOL/SPA CHEMISTRY CONTROLLER (120V). 5. POOL/SPA SECONDARY SANITIZER SYSTEM. REFER TO POOL/SPA PLANS FOR ADDITIONAL INFORMATION. 6. POOL/SPA BOOSTER PUMP (5HP, 13.0A, 208V, 3PH). PROVIDE 3/4"C - 3 #12 + 1 #12G BRANCH CIRCUIT FEEDER. REFER TO POOL/SPA PLANS FOR ADDITIONAL INFORMATION. 7. POOL/SPA CONTROLLER (120V). 8. EMERGENCY POWER-OFF SWITCH TO ALL PUMPS. REFER TO POOL/SPA PLANS FOR ADDITIONAL INFORMATION. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North ? ? BCC 7B-02 GR I L L G R I L L 10 8 7 8 7 10 O F F 10 87 87 10 O F F GRILL GRILL EPO J J J J J BCC 7B-01 BCC 7A-02 BCC 7A-01 FC 7A-07 J ST,2PST,2PST,2PST,2P J J J J J J JJ J J MB7 L6A-48 L6A-48 L6A-48 L6A-52 L6A-52 L6A-50 L6A-50 L6A-52 L6A-52 L6A-50 L6A-52 L6A-22,24 2 R1-E6.2 2 1 1 1 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 11111111 1 1 1 MEP ROOM R07J10 ELEVATOR LOBBY R07H10 VESTIBULE R07H11 VESTIBULE R07H09 VESTIBULE R07H15 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118 ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 BBQ FIRE PIT GFI,WP L6A-44 GFI,WP L6A-46EPOS REFER TO INTERIOR PERMIT PACKAGE 3 BT7 L6A-45 L6A-54 L6A-55 L6A-57 L6A-59 (F) (F) (F) (F)(F) L6A-22,24L6A-22,24L6A-22,24 L6A-26,28 GFI,WP L6A-50 SMOKE CURTAIN S1L7-4 MAG DOOR L6A-15 4 5 6 L6A-58 L6A-56 L6A-60 L6A-62 (F) (F)(F)(F) (F)(F)L6A-64 L6A-66 L6A-61,63(F)L6A-65,67(F) (F)L6A-69 L-POOL-17 6 6 6 6 6 6 6 6 FSAE LOBBY R07H14 FSAE LOBBY R07H14 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:00:24 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.107 POWER AND SIGNAL PLAN - LEVEL 07 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 071 0 8' -0"16' -0"24' -0"32' -0" 1. PROVIDE CONDUIT PATHWAY TO RESIDENTIAL UNIT CEILING SPACE WITH PULL STRING FROM SCE METER BANK FOR FUTURE TENANT PANEL. WIRING TO BE PULLED IN FUTURE PHASE AS PER TENANT DESIGN REQUIREMENTS. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 2. EXACT METER BANK DIMENSIONS AND REQUIREMENTS TO BE COORDINATED AND APPROVED BY SCE. A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 3. BUS TAP. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 4. PROVIDE POWER FOR MAGNETIC DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. 5. EMERGENCY POWER-OFF SWITCH TO ALL PUMPS. REFER TO POOL/SPA PLANS FOR ADDITIONAL INFORMATION. 6. TRANSFORMER POWER FOR POOL AND SPA LIGHTS. LOW VOLTAGE WIRING PROVIDED BY THE POOL CONTRACTOR REFER TO POOL/SPA PLANS FOR ADDITIONAL INFORMATION. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG BCC 8B-02 BCC 8B-01 BCC 8A-02 BCC 8A-01 FC 8A-08 J ST,2PST,2PST,2PST,2P MB8 L9A-1 L9A-1 L9A-1 L9A-3 L9A-3 L9A-5 L9A-3 L9A-5L9A-5L9A-5L9A-5 2 3 1 1 BT8 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 1111111 1 1 1 1 1 1 1 1 1 1 1 1 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 ELEVATOR 03 R153 STAIR 02 R152 MEP ROOM R08J10 VESTIBULE R08H09 TRASH ROOM R08G15 VESTIBULE R08H15 ELEVATOR 01 R149 ELEVATOR 02 R150 STAIR 01 R151 FSAE LOBBY R08H14 R1-E6.2 3 L9A-10,12L9A-10,12L9A-10,12L9A-10,12 L9A-6,8 SMOKE CURTAIN S1L7-6MAG DOOR L9A-19 4 ENLARGED PLANS FOR FLOORS 9-14 ON SAME SHEET. KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:00:30 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.108 POWER AND SIGNAL PLAN - LEVEL 08-14 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 081 0 8' -0"16' -0"24' -0"32' -0" 1. PROVIDE CONDUIT PATHWAY TO RESIDENTIAL UNIT CEILING SPACE WITH PULL STRING FROM SCE METER BANK FOR FUTURE TENANT PANEL. WIRING TO BE PULLED IN FUTURE PHASE AS PER TENANT DESIGN REQUIREMENTS. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 2. EXACT METER BANK DIMENSIONS AND REQUIREMENTS TO BE COORDINATED AND APPROVED BY SCE. 3. BUS TAP. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 4. PROVIDE POWER FOR MAGNETIC DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG ? ? BCC 15A-02 BCC 15B-01 BCC 15B-02 J J FC 15A-15 BCC 15A-01 EWH L15 CP L15J J ST,2P ST,2P ST,2P ST,2P L16A-5 L16A-5 L16A-5 L16A-7 L16A-7 L16A-14,16 L16A-7 L16A-14,16 L16A-7 L16A-14,16 L16A-7 L16A-13 L16A-13 GFI,WP L16A-13 GFI,WP L16A-13 1 1 1 1 1 111 1 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' L16A-13 1 L16A-7 ELEVATOR 03 R38 STORAGE R15H09 ELEVATOR LOBBY R15H10 VESTIBULE R15H11 STAIR 02 R35 FSAE LOBBY R15H14 STAIR 01 R16D23ELEVATOR 01 R154 ELEVATOR 02 R155 TRASH ROOM R15F16 VESTIBULE R15H15 REFER TO INTERIOR PERMIT PACKAGE STORAGE R15J10 L16A-13 (F) (F)L16A-11 L16A-9 L16A-14,16 L16A-10,12 SMOKE CURTAIN S1L16-13 MAG DOOR L16A-23 2 H16-2,4,6 PRV STN L16A-22 L16A-20 REFER TO R1-P9.4 JANITOR R15F09D 6 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:00:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.115 POWER AND SIGNAL PLAN - LEVEL 15 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - LEVEL 151 0 8' -0"16' -0"24' -0"32' -0" 1. PROVIDE CONDUIT PATHWAY TO RESIDENTIAL UNIT CEILING SPACE WITH PULL STRING FROM SCE METER BANK FOR FUTURE TENANT PANEL. WIRING TO BE PULLED IN FUTURE PHASE AS PER TENANT DESIGN REQUIREMENTS. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 2. PROVIDE POWER FOR MAGNETIC DOOR. COORDINATE EXACT POWER REQUIREMENTS WITH ARCHITECT AND MANUFACTURER PRIOR TO INSTALL. A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG CP 1 GWH 3 GWH 2 GWH 1 TEF 1 ACCU R12A ACCU R15A ACCU R11A ACCU R14A ACCU R10A ACCU R13A ACCU R15B ACCU R14B ACCU R13B ACCU R12B ACCU R11B ACCU R10B ACCU R09A ACCU R09B ACCU ELEC SOU R-01 SOU R-02 SIU R-01 SIU R-02 CP 2 R1-E6.1 5 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' L16A-15 MEP SPACE R16J10 ELEVATOR EQUIPMENT ROOM R16H09 STAIR 02 R101 VESTIBULE R16H11VESIBULE R16H15 STAIR 01 R105 ELEVATOR EQUIPMENT ROOM R16H14 MEP SPACE R16G16 GFI,WP L16A-19GFI,WP L16A-19 DP-MECH-12 DP-MECH-8 DP-MECH-4 DP-MECH-14 DP-MECH-10 DP-MECH-6 DP-MECH-2 DP-MECH-13 DP-MECH-15 DP-MECH-11 DP-MECH-9 DP-MECH-7 DP-MECH-5 DP-MECH-3 DP-MECH-1 1 120V QUAD FOR 'WS-1' GFI S1L16-7 GFI,WP L16A-15 GFI,WP L16A-17 GFI,WP L16A-17 L16A-17 L16A-17 S1L16-2,4 S1L16-6,8S1L16-6,8 S1L16-2,4 S1L16-1 S1L16-9 S1L16-3 S1L16-5 R1-E6.3 1 R1-E6.3 2ELEVATOR 01 R103 ELEVATOR 02 R104 ELEVATOR 03 R17C15 1 GFI,WP L16A-15 S1H13-7,9,11 S1L16-17 6 6 6 6 6 6 KEYED NOTES SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:00:39 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.116 POWER AND SIGNAL PLAN - ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - ROOF1 0 8' -0"16' -0"24' -0"32' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1. PROVIDE PEDESTAL MOUNTED WEATHER PROOF GFI RECEPTACLE. 2. CONTRACTOR SHALL PROVIDE (2) 2" C WITH PULLSTRING FROM THE DESIGNATED SOLAR ZONE TO 'MSWBD-HOUSE' FOR FUTURE SOLAR PV INSTALLATION. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG SPF 1 SPF 2 DP-S1H1-2 DP-S1H1-2 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' GFI,WP L16A-17 GFI,WP L16A-15 6 6 SPF-1 VFD 6 SPF-2 VFD SHEET NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:00:42 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E3.118 POWER AND SIGNAL PLAN - TOP ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" POWER & SIGNAL PLAN - TOP ROOF1 0 8' -0"16' -0"24' -0"32' -0" A. REFER TO SHEETS R1-E0.1 FOR BASIS OF DESIGN AND GENERAL NOTES. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG XFR E1T4 30 kVA SPD PNL E1H4 6.5 14 KAIC SPD PNL E1L4 2.5 10 KAIC XFR E1T7 30 kVA SPD PNL E1L7 2.5 10 KAIC SPD PNL E1H7 6.1 14 KAIC XFR S1T13 30 kVA PNL S1L13 2.4 10 KAIC XFR S1T4 30 kVA PNL S1L4 2.5 10 KAIC PNL S1H4 4.9 14 KAIC FP XFR S1T1 112.5 kVA PNL S1H1 36.7 42 KAIC XFR S1T16 30 kVA PNL S1L16 2.3 10 KAIC XFR E1T13 30 kVA SPD PNL E1L13 2.5 10 KAIC SPD PNL E1H13 5.5 14 KAIC SPD PNL E1L16 2.4 10 KAIC SPD PNL E1H16 5.2 14 KAIC XFR E1T10 30 kVA SPD PNL E1L10 2.5 10 KAIC SPD PNL E1H10 5.8 14 KAIC FP XFR S1T10 30 kVA PNL S1L10 2.4 10 KAIC PNL S1H10 4.5 14 KAIC XFR S1T7 30 kVA PNL S1L7 2.4 10 KAIC PNL S1H7 4.6 14 KAIC F XFR E1T1 30 kVA SPD PNL E1L1 2.7 10 KAIC SPD PNL E1H1 9.6 14 KAIC XFR E1T16 30 kVA FFF PNL S1H13 4.3 14 KAIC FF PNL S1L1 7.5 10 KAIC CONTROLS GENERATOR 1 DIESEL POWERED 600KW/750kVA, 480/277V, 3PH, 4W 1 1ST LEVEL FP-1 (1) 200HP ATS-E1 200 A, 480Y/277V, 3P, 4W, 42 KAIC, NEC 700 2 3P 800A LSI 3 3P 200A LSI ATS-S1 800 A, 480Y/277V, 3P, 4W, 42 KAIC, NEC 701 FROM MAIN SWITCHBOARD: 'MSWBD-HOUSE' (R1-E5.2) DISTRIBUTION PANEL: 'DP-S1H1' 800 A, 480Y/277V, 3PH, 4W,50X, 42 KAIC LEVEL P1 3 200AF 200AT 3RD LEVEL 4TH LEVEL 5TH LEVEL 6TH LEVEL 7TH LEVEL 10TH LEVEL 11TH LEVEL 12TH LEVEL 13TH LEVEL 14TH LEVEL 15TH LEVEL 4 3P 200A 6 3P 125A 3P 40A SWITCHBOARD: 'SWBD-GEN1' 1,200 A, 480Y/277V, 3P, 4W, 50 KAIC XFRXFR XFRXFR XFRXFR XFRXFR XFRXFR MLO SECTION 1 DWBP-1 GENERATOR TAP BOX 'MTS-GEN1' MANUAL TRANSFER SWITCH 1200A 50 KAIC SE-1 7.5HP XFRXFR XFR 3P 20A 8TH LEVEL 9TH LEVEL XFRXFR ROOF (1) 200HP 1 2 3 XFRXFR XFRXFR 3P 450A LSI 200.4 200.4 200.4 200.4 200.4 200.4 200.4 200.4 200.4 XFR XFR 200.4 TEMPORARY GENERATOR 3P 1200A LSI 4 2ND LEVEL FP-R1 TO 'MSWBD-HOUSE' (R1-E5.2) 'ATS-FP1' 42 KAIC TO GEN START/STOP TO FIRE ALARM PANEL 8 8 40.3 125.3 9 9 9 JOCKEY PUMP SECTION 2SECTION 3SECTION 4 5HP JP-1 FROM MAIN SWITCHBOARD: 'MSWBD-HOUSE' (R1-E5.2) 15.3 SPD 7.5HP SE-2SP-1 1HP 20.3 1HP SP-2 3P 100A SPARE X2 SPACE XFR XFR XFR 200.4 20HP 20HP 20HP 48A ELEV-3 49A ELEV-2 3P 125A 3P 125A ST ST 11 11 49A ELEV-1 3P 125A ST 11 125.3 125.3 125.3 100AF 80AT SPF-1 SPF-2 8 5 3P 175A MLO217891011125 9 9 10 200.4 200.4 DISC E1H 200AS 800.4 800.4 450.3 LOAD CENTER 1200.4 1200.4 100.4 44.3 45.3 32.8 40.1 30.5 37.9 VD=0% VD=0%VD=2.08% VD=2.26% VD=0% VD=1.98% VD=1.91%VD=2.06% VD=0% VD=0% VD=1.86% VD=1.72% VD=1.51% VD=1.57% VD=0% VD=0% VD=0.41% VD=0.34% VD=0% VD=0.43% VD=0.36% VD=0.21% VD=0.19% VD=0.36% VD=0% VD=1.33% VD=1.44% VD=0% VD=1.5% VD=1.65% VD=1.68% VD=1.81% VD=0% VD=1.85% VD=2.1% VD=2.21% VD=0% VD=0.32% VD=2.23% 6 6 6 90AF 100AS 90AF 100AS 90AF 100AS 6 8 10 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:00:58 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.1 SINGLE LINE DIAGRAM - RESIDENTIAL EMERGENCY POWER 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1 ELECTRICAL SINGLE LINE DIAGRAM - RESIDENTIAL EMERGENCY POWER #KEYED NOTES 1. VANJEN GROUP DOCKING STATION: NEMA 3R, SBDS125W-LL- AK2Q SINGLE BREAKER DUAL PURPOSE DOCKING STATION. 2. COORDINATE EXACT FIRE PUMP REQUIREMENTS AND EQUIPMENT SIZING WITH SHOP DRAWINGS PRIOR TO ROUGH-IN AND INSTALLATION. 3. DIESEL GENERATOR SET W/LEVEL 2 SOUND ENCLOSURE (74dBA@23' AVERAGE) AND 8 HOUR, 850 GALLON UL 142 SUB BASE TANK, INCLUDING STAIRS AND PLATFORMS. PROVIDE 100A, 208/120V, LOAD CENTER FOR CONVENIENCE RECEPTACLE, LIGHTS, BATTERY CHARGERS AND HEATERS. 4. KIRK KEY INTERLOCKED CIRCUIT BREAKER. ACCESS TO CAM LOCK PANELMOUNTS FOR TEMPORARY GENERATOR PREVENTED UNTIL CIRCUIT BREAKER IS OPENED AND KIRK KEY IS REMOVED. 5. EMERGENCY POWER TO FIRE PUMP FED FROM 'SWBD-GEN2'. 'SWBD-GEN2' LOCATED IN EAST TOWER AND DESIGNED UNDER EAST TOWER PACKAGE. 6. SHOWN FOR REFERENCE ONLY. REFER TO EAST TOWER PACKAGE FOR ELECTRICAL DESIGN. 7. CONCRETE ENCASE FEEDER FOR 2-HOUR FIRE PROTECTION. 8. PROVIDE 2 HOUR RATED PROTECTION FOR EMERGENCY AND LEGALLY REQUIRED FEEDERS AND BRANCH CIRCUITS. PROVIDE RHH/RHW-2 WIRE TO MAINTAIN 2-HOUR FIRE RATING OF CABLE-CONDUIT ASSEMBLY. FEEDER SHALL BE RUN IN RGC FOR HORIZONTAL RUNS AND FRE FOR VERTICAL RUNS PER LISTING REQUIREMENTS. 9. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON R1-E0.3 FOR DISCONNECTING MEANS INFORMATION. 10. STANDBY PANEL 'S2H1' LOCATED IN EAST TOWER AND DESIGNED UNDER EAST TOWER PACKAGE. 11. FOR FEEDER SECTION BETWEEN THE MAIN EMERGENCY ELECTRICAL ROOM AND VERTICAL STACKED ELECTRICAL ROOM SHAFT, CONCRETE ENCASE CONDUIT FOR 2-HOUR FIRE RATING. FOR FEEDER SECTION WITHIN THE ELECTRICAL ROOMS, CONDUITS WILL BE PROTECTED BY 2- HOUR RATING OF THE ROOM. ALL OTHER FEEDER PORTIONS SHALL BE INSTALLED PER KEYED NOTE 8. Spare 15.3 kVA 100% 15.3 kVA E = ELEVATOR Motor 199.53 kVA 125% 249.42 kVA R = RECEPTACLE E 121.38 kVA 90% 109.24 kVA N = NON-CONTINUOUS L 27.8 kVA 125% 34.75 kVA MOTOR = LARGEST MOTOR REQUIRED CAPACITY: 718.14 kVA 864 A N 100.06 kVA 100% 100.06 kVA M=MOTOR SPARE CAPACITY : 0% 0% C 5.5 kVA 100% 5.5 kVA L = LIGHTING TOTAL DEMAND LOAD: 718.14 kVA 863.8 A R 2.82 kVA 100% 2.82 kVA K = KITCHEN TOTAL CONNECTED LOAD: 673.45 kVA 810 A M 201.05 kVA 100% 201.05 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND/ ADJUSTED LEGEND PANEL TOTALS 2. FUTURE LOADS BASED ON 0.15 W/SF FOR SHELL SPACES) 1. PROVIDE BARRIERED SECTION PER BREAKER 826.9 A 816 A 794.2 A SPECIAL SWITCHBOARD FEATURES:Total Conn. Load: 228.24 kVA 225.22 kVA 219.99 kVA 4 FUTURE LOADS (FEATURE 2) -- -- 5.00 kVA 5.00 kVA 5.00 kVA LISTED AS SPARE 3 ATS-E1 L; R; C; N SEE SLD 17.70 kVA 15.23 kVA 12.87 kVA 2 ATS-S1 M; R; C; N; E SEE SLD 139.03 kVA 138.47 kVA 135.61 kVA 1 FIRE PUMP FP-1 M SEE SLD 66.51 kVA 66.51 kVA 66.51 kVA CKT CIRCUIT DESCRIPTION LOAD TYPE BREAKER / FEEDER TAG A B C REMARKS BUS AMPS: 1,200 A SUPPLY FROM: MTS-GEN1 MAIN AMPS/ TYPE: 1,200 A/MLO AIC RATING: SEE SLD LOCATION: EMERGENCY ELECTRICAL ROOM... MOUNTING: PAD NEMA RATING: Type 1 POWER SOURCE TYPE: GENERATOR VOLTAGE: 480Y/277V, 3PH, 4W INTEGRAL SPD: Yes SWITCHBOARD- SWBD-GEN1 SHEET NOTES A. REFER TO SCHEDULES FOR FEEDER SIZES. B. REFER TO DETAILS SHEETS FOR GROUNDING DETAILS. C. THE VALUES INCLUDED IN HEX SYMBOLS INDICATE THE AVAILABLE FAULT CURRENT AT THAT PIECE OF EQUIPMENT, IN THOUSANDS OF AMPS, BASED ON ASSUMED FAULT CURRENT AT UTILITY. VERIFY AVAILABLE FAULT CURRENT WITH UTILITY AND PROVIDE FAULT CURRENT STUDY BASED ON INSTALLED EQUIPMENT AND CONDUCTORS. D. ALL COMPONENTS SHALL BE FULLY RATED. SERIES RATED IS NOT ALLOWED. E. ALL TRANSFORMERS ARE 480V DELTA PRIMARY TO 208Y/120V SECONDARY, 115 DEGREE C. RISE, U.O.N. F. LOCATE ALL 208/120V PANELS WITHIN TEN FEET OF ASSOCIATED TRANSFORMER. OTHERWISE, PROVIDE DISCONNECT WITHIN TEN FEET TO PROTECT SECONDARY CONDUCTORS PER NEC 240.21(B)(1). G. PROVIDE CABLE SUPPORTS FOR CONDUCTORS IN VERTICAL RACEWAYS PER NEC 300.19. H. PROVIDE SURGE PROTECTION DEVICES IN ALL EMERGENCY EQUIPMENT PER NEC 700.8. I. PROVIDE ARC ENERGY REDUCTION MAINTENANCE SWITCH AND INDICATING LIGHT ON ALL OCPD DEVICES RATED OR ABLE TO BE ADJUSTED TO 1200A OR HIGHER PER NEC 240.87. J. PROVIDE GROUND FAULT PROTECTION ON ALL OCPD DEVICES RATED OR ABLE TO BE ADJUSTED TO 1000A OR LARGER FOR SYSTEMS OF MORE THAN 150V TO GROUND. NEC 210.13, 215.10; 230.95; 240.13; FOR FEEDERS SERVING EMERGENCY LOADS, PROVIDE ALARM-ONLY PER NEC 700.6 AND 700.31. K. PROVIDE SELECTIVE COORDINATION OF ALL ELEVATOR, EMERGENCY AND LEGALLY-REQUIRED STANDBY DISTRIBUTION EQUIPMENT DOWN TO .1 [.01 IN OR] SECONDS PER NEC 620.62; 645.27; 695.3(C)(3); 700.32; 701.27; 708.54. PROVIDE FUSED OCPD'S OR OVERSIZED CIRCUIT BREAKER FRAME SIZES, AS REQUIRED. SUBMIT COORDINATION STUDY FOR ENGINEER REVIEW PRIOR TO PURCHASING EQUIPMENT. L. FEEDER LENGTHS SHOWN ARE FOR CALCULATION PURPOSES ONLY. CONTRACTOR SHALL NOT USE FEEDER LENGTHS FOR PRICING OR QUANTITY PURPOSES. M. PROVIDE "METER READY" PANELS FOR FUTURE LOAD MONITORING. ALL BRANCH CIRCUITS TO HAVE CAPABILITY OF FUTURE CT METERING PER CIRCUIT. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 66 6 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG XFR T3 30 kVA XFR T6 45 kVA XFR T9 30 kVA XFR T12 30 kVA XFR T16 30 kVA PNL H6 12.4 14 KAIC PNL H3 13.9 25 KAIC PNL H1 27.7 35 KAIC XFR T1 30 kVA PNL L1A 3.1 10 KAIC PNL L3A 2.8 10 KAIC PNL L6A 2.9 10 KAIC PNL L9A 2.8 10 KAIC PNL L12A 2.3 10 KAIC PNL L16A 2.7 10 KAIC PNL L1EV 18.0 22 KAIC ACCU R12A F ACCU R12B F ACCU R13A F ACCU R13B F ACCU R14A F ACCU R14B F ACCU R15A F ACCU R15B F ACCU R09A F ACCU R09B F ACCU R10A F ACCU R10B F ACCU R11A F ACCU R11B F XFR T-POOL 45 kVA PNL L-POOL 2.3 10 KAIC XFR T1EV 300 kVA PNL H9 11.5 14 KAIC PNL H12 10.3 14 KAIC PNL H16 9.0 14 KAIC PNL H5-MECH 25.0 35 KAIC FP FP ACCU ELEC F F 2ND LEVEL PAD MOUNTED 'T-MSWBD-HOUSE' 480Y/277V, 3PH, 4W UTILITY XFMR SECONDARY M MAIN SWITCHBOARD 'MSWBD-HOUSE' 5,000 A, 480Y/277V, 3PH, 4W, 65 KAIC 3P 100A LSI 3RD LEVEL 4TH LEVEL 5TH LEVEL 6TH LEVEL 7TH LEVEL 8TH LEVEL 9TH LEVEL 10TH LEVEL 11TH LEVEL 12TH LEVEL 13TH LEVEL 15TH LEVEL 14TH LEVEL 3P 600A LSI 'DP-MECH' 600 A, 480Y/277V, 3PH, 4W, 25 KAIC PROVIDED BY SCE. 3P 4000A LSI 2P 400A SPACE 3P 800A LSI 3P 200A LSI XFRXFR XFRXFR XFRXFR XFRXFR XFRXFR 8 100AF 50AT 9 100AF 70AT 10 100AF 50AT 11 100AF 70AT 12 100AF 50AT 13 100AF 70AT 14 100AF 70AT 15 100AF 70AT ROOF 3P 200A SPACE 3P 225A SPACE 3P 225A SPACE 3P 200A SPACE LEVEL P1 3P 200A LSI XFRXFR 1ST LEVEL FROM UTILITY 3P 450A LSI XFR 100.4 XFR 200.4 2 3P 600A LSI 4 50.370.350.370.350.370.370.370.3 2 100AF 50AT 3 100AF 70AT 4 100AF 50AT 5 100AF 70AT 6 100AF 50AT 7 50.370.350.370.350.370.3 100AF 70AT 600.4 600.4 DMUDMUDMUDMU TO 'ATS-FP1' (R1-E5.1)TO 'ATS-E1' (R1-E5.1) TO 'ATS-S1' (R1-E5.1) 600.4 GFP PULL SECTION SPD 1 1 1 1 (F) RETAIL 4(F) RETAIL 3(F) RETAIL 2(F) RETAIL 1 200.4 800.4 200.4 200.4 3P 70A LSI MCB 600AF 600AT XFR XFR XFR DISC-POOL: 150AF 200AS 3P 200A LSI 200.4 FP-2 FP-R2 4 'ATS-FP2' 5 TO 'SWBD-GEN2' 350.3 2 350.37 8 8 45.3 19.8 VD=0.13% VD=0.16% VD=0% VD=0.97% VD=1.05%VD=0% VD=0%VD=1.19% VD=1.14% VD=0% VD=1.32% VD=1.27% VD=0% VD=1.53% VD=1.47% VD=0%VD=1.81%VD=1.74% VD=1.59% VD=0% VD=1.22% VD=1.00% VD=0.23% VD=0% CONCRETE ENCASED FEEDERS 76 6 6 6 6 1 100AF 60AT 60.3 161718 SPACE SPACESPACE VD=1.59% 6 6 6 6 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:01:13 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.2 SINGLE LINE DIAGRAM - RESIDENTIAL HOUSE NORMAL POWER 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1 ELECTRICAL SINGLE LINE DIAGRAM - RESIDENTIAL HOUSE NORMAL POWER #KEYED NOTES 1. PROVIDE INDIVIDUAL (2) 3" EMT CONDUIT WITH PULL STRING TO RETAIL SPACE FOR FUTURE TENANT PANEL INSTALLATION. REFER TO FLOOR PLANS FOR RETAIL UNIT LOCATIONS AND ADDITIONAL INFORMATION. 2. COORDINATE EXACT FIRE PUMP REQUIREMENTS AND EQUIPMENT SIZING WITH SHOP DRAWINGS PRIOR TO ROUGH-IN AND INSTALLATION. 3. CONTRACTOR SHALL PROVIDE (2) 2" C WITH PULLSTRING FROM THE DESIGNATED SOLAR ZONE TO 'MSWBD-HOUSE' FOR FUTURE SOLAR PV INSTALLATION. PROVIDE SPACE IN SWITCHBOARD FOR INSTALLATION OF DOUBLE POLE CIRCUIT BREAKER. RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC". 4. EMERGENCY POWER TO FIRE PUMP FED FROM 'SWBD-GEN2'. 'SWBD-GEN2' LOCATED IN EAST TOWER AND DESIGNED UNDER EAST TOWER PACKAGE. 5. SHOWN FOR REFERENCE ONLY. REFER TO EAST TOWER PACKAGE FOR ELECTRICAL DESIGN. 6. PROVIDE 2 HOUR RATED PROTECTION FOR LEGALLY REQUIRED FEEDERS AND BRANCH CIRCUITS. PROVIDE RHH/RHW-2 WIRE TO MAINTAIN 2-HOUR FIRE RATING OF CABLE-CONDUIT ASSEMBLY. FEEDER SHALL BE RUN IN RGC FOR HORIZONTAL RUNS AND FRE FOR VERTICAL RUNS PER LISTING REQUIREMENTS. 7. FEEDERS SHALL BE CONCRETE ENCASED. 8. CONDUITS TO BE PROVIDED BY CONTRACTOR PER SCE DESIGN REQUIREMENTS. R 72.12 kVA 57% 41.06 kVA N 813.26 kVA 100% 813.26 kVA MOTOR = LARGEST... M= MOTOR M 262.77 kVA 100% 262.77 kVA L= LIGHTING REQUIRED PANEL CAPACITY:2794.15 kVA 3,361 A L 52.53 kVA 125% 65.67 kVA K= KITCHEN SPARE CAPACITY :20% 20% K 0 kVA 0% 0 kVA N= NON-CONTINUOUS TOTAL DEMAND LOAD:2,328 kVA 2,801 A D 0 kVA 0% 0 kVA C= CONTINUOUS TOTAL CONNECTED LOAD:2,321 kVA 2,792 A C 219.1 kVA 100% 219.1 kVA R= RECEPTACLE KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND/ ADJUSTED LEGEND PANEL TOTALS BUS AMPS:4,000 A 100% OR 80% RATED:80%SUPPLY FROM: MAIN AMPS/ TYPE:4,000 A MCB AIC RATING:SEE SLD LOCATION:MAIN ELECTRICAL ROOM R01F13 MOUNTING:PAD HINGED PANEL COVER:Yes POWER SOURCE TYPE:NORMAL VOLTAGE:480Y/277V, 3PH, 4W INTEGRAL SPD:Yes BUILDING ELECTRICAL LOAD SUMMARY: SWITCHBOARD- MSWBD-HOUSE SHEET NOTES A. REFER TO SCHEDULES FOR FEEDER SIZES. B. REFER TO DETAILS SHEETS FOR GROUNDING DETAILS. C. THE VALUES INCLUDED IN HEX SYMBOLS INDICATE THE AVAILABLE FAULT CURRENT AT THAT PIECE OF EQUIPMENT, IN THOUSANDS OF AMPS, BASED ON ASSUMED FAULT CURRENT AT UTILITY. VERIFY AVAILABLE FAULT CURRENT WITH UTILITY AND PROVIDE FAULT CURRENT STUDY BASED ON INSTALLED EQUIPMENT AND CONDUCTORS. D. ALL COMPONENTS SHALL BE FULLY RATED. SERIES RATED IS NOT ALLOWED. E. ALL TRANSFORMERS ARE 480V DELTA PRIMARY TO 208Y/120V SECONDARY, 115 DEGREE C. RISE, U.O.N. F. LOCATE ALL 208/120V PANELS WITHIN TEN FEET OF ASSOCIATED TRANSFORMER. OTHERWISE, PROVIDE DISCONNECT WITHIN TEN FEET TO PROTECT SECONDARY CONDUCTORS PER NEC 240.21(B)(1). G. PROVIDE CABLE SUPPORTS FOR CONDUCTORS IN VERTICAL RACEWAYS PER NEC 300.19. H. PROVIDE SURGE PROTECTION DEVICES IN ALL EMERGENCY EQUIPMENT PER NEC 700.8. I. PROVIDE ARC ENERGY REDUCTION MAINTENANCE SWITCH AND INDICATING LIGHT ON ALL OCPD DEVICES RATED OR ABLE TO BE ADJUSTED TO 1200A OR HIGHER PER NEC 240.87. J. PROVIDE GROUND FAULT PROTECTION ON ALL OCPD DEVICES RATED OR ABLE TO BE ADJUSTED TO 1000A OR LARGER FOR SYSTEMS OF MORE THAN 150V TO GROUND. NEC 210.13, 215.10; 230.95; 240.13; FOR FEEDERS SERVING EMERGENCY LOADS, PROVIDE ALARM-ONLY PER NEC 700.6 AND 700.31. K. PROVIDE SELECTIVE COORDINATION OF ALL ELEVATOR, EMERGENCY AND LEGALLY-REQUIRED STANDBY DISTRIBUTION EQUIPMENT DOWN TO .1 [.01 IN OR] SECONDS PER NEC 620.62; 645.27; 695.3(C)(3); 700.32; 701.27; 708.54. PROVIDE FUSED OCPD'S OR OVERSIZED CIRCUIT BREAKER FRAME SIZES, AS REQUIRED. SUBMIT COORDINATION STUDY FOR ENGINEER REVIEW PRIOR TO PURCHASING EQUIPMENT. L. FEEDER LENGTHS SHOWN ARE FOR CALCULATION PURPOSES ONLY. CONTRACTOR SHALL NOT USE FEEDER LENGTHS FOR PRICING OR QUANTITY PURPOSES. M. PROVIDE "METER READY" PANELS FOR FUTURE LOAD MONITORING. ALL BRANCH CIRCUITS TO HAVE CAPABILITY OF FUTURE CT METERING PER CIRCUIT. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT FUTURE LOADS PROVIDED IN MAIN SWITCHBOARD FOR RETAIL LOADS BASED ON RETAIL TENANT DESIGN ASSUMPTIONS STATED IN BASIS OF DESIGN ON SHEET R1- E0.1. 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE F PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE F PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE F PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE F PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE F PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE 1ST LEVEL PAD MOUNTED 'T-MSWBD-RESI1' 208Y/120V, 3PH, 4W UTILITY XFMR SECONDARY INCOMING UTILITY FROM STREET 1600A BUSWAY 'R1' 208Y/120V, 3PH, 4W WITH GROUND MAIN SWITCHBOARD 'MSWBD-RESI1' 1,600 A, 208/120V, 3PH, 4W, 42 KAIC 2ND LEVEL 7TH LEVEL 8TH LEVEL PROVIDED BY SCE. 1600A 3P LSI SPD 6TH LEVEL 5TH LEVEL 3RD LEVEL 10TH LEVEL LEVEL P01 4TH LEVEL 11TH LEVEL 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDER 22222 22222 22222 3 3 3 3 1 700AF 800AS 3P 21 UNITS 700A 3P LSI M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 9TH LEVEL 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDER 22222 22222 22222 3 3 3 3 1 700AF 800AS 3P 21 UNITS 700A 3P LSI M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2PMETER BANK 'MB9' METER BANK 'MB10' METER BANK 'MB11' BUS TAP 'BT9' BUS TAP 'BT10' BUS TAP 'BT11' 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDER 22222 22222 22222 3 3 3 3 1 700AF 800AS 3P 21 UNITS 700A 3P LSI M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2PMETER BANK 'MB8'BUS TAP 'BT8' 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 4 INDIVIDUAL FEEDERS 22 22222 22222 3 3 3 1 500AF 600AS 3P 14 UNITS 500A 3P LSI M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2PMETER BANK 'MB7'BUS TAP 'BT7' M 125A/2P 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDER 22222 22222 22222 3 3 3 3 1 700AF 800AS 3P 21 UNITS 700A 3P LSI M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 22 M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 1 INDIVIDUAL FEEDER3 2 22222 M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 1 INDIVIDUAL FEEDER3 2 22222 M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 1 INDIVIDUAL FEEDER3 2 22222 M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 1 INDIVIDUAL FEEDER3 2 22222 PAD MOUNTED 'T-MSWBD-RESI2' 208Y/120V, 3PH, 4W UTILITY XFMR SECONDARY 2000A BUSWAY 'R2' 208Y/120V, 3PH, 4W WITH GROUND MAIN SWITCHBOARD 'MSWBD-RESI2' 2,000 A, 208/120V, 3PH, 4W, 42 KAIC PROVIDED BY SCE. 2000A 3P LSI SPD 4 55 5 5 39.239.2 6 INCOMING UTILITY FROM STREET 6 PB PB PB PB PB 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:01:26 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.3 SINGLE LINE DIAGRAM - RESIDENTIAL POWER 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG #KEYED NOTES 1. PROVIDE METER BANK WITH INTERIOR MAIN CIRCUIT BREAKER PER UTILITY STANDARDS. 125A/2P CIRCUIT BREAKER ANTICIPATED FOR EACH FUTURE UNIT. UNIT MAIN CIRCUIT BREAKERS WITHIN METER STACK TO BE DESIGNED AND INSTALLED IN FUTURE PHASE. 2. FUTURE UNIT PANEL TO BE DESIGNED AND INSTALLED IN FUTURE PHASE. 125A, 208V/1PH PANEL ANTICIPATED. 3. PROVIDE INDIVIDUAL 2" EMT CONDUIT WITH PULL STRING FROM METER STACK TO EACH UNIT FOR FUTURE PANEL INSTALLATION. REFER TO FLOOR PLANS FOR UNIT LOCATIONS AND ADDITIONAL INFORMATION. 4. PROVIDE A 1-1/2 INCH MINIMUM CONDUIT THROUGH METER ROOMS TO ROOF LEVEL, CAPPED FOR FUTURE TRANSMITTING ANTENNA. EACH METER ROOM LOCATION SHALL HAVE A 12" X 12" X 6" MINIMUM PULL BOX LOCATED DIRECTLY ADJACENT TO THE MULTI-METERING FACILTIES. WHERE THE CONDUIT IS CAPPED AT THE ROOF, THERE SHOULD BE A 360-DEGREE UNOBSTRUCTED AREA ACCESSIBLE TO SCE EMPLOYEES. A 3/4 INCH GALVANIZED RIDGED CONDUIT (NIPPLE) WITH A THREADED CAP SHALL BE ISNTALLED THROUGH THE ELECTRICAL ROOM EXTERIOR WALL. THE MINIMUM HEIGHT OF THE CONDUIT SHALL BE 10 FEET ABOVE GRADE. 5. CONDUITS TO BE PROVIDED BY CONTRACTOR PER SCE DESIGN REQUIREMENTS. SCALE: 12" = 1'-0"1 ELECTRICAL SINGLE LINE DIAGRAM - RESIDENTIAL POWER 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE F PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE F PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE F PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE PNL FUTUREPNL FUTURE PNL FUTUREPNL FUTURE PNL FUTURE PNL FUTURE PNL FUTURE 2000A BUSWAY 'R2' 208Y/120V, 3PH, 4W WITH GROUND FROM MAIN SWITCHBOARD: 'MSWBD-RESI2' 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDER 22222 22222 22222 3 3 3 3 1 700AF 800AS 3P 21 UNITS 700A 3P LSI M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 12TH LEVEL 13TH LEVEL 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDER 22222 22222 22222 3 3 3 3 1 700AF 800AS 3P 21 UNITS 700A 3P LSI M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 14TH LEVEL 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDER 22222 22222 22222 3 3 3 3 1 900AF 1000AS 3P 31 UNITS 900A 3P LSI M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 15TH LEVEL 5 INDIVIDUAL FEEDERS 5 INDIVIDUAL FEEDER 22222 2 2 3 3 ROOF METER BANK 'MB14' METER BANK 'MB13' METER BANK 'MB12'BUS TAP 'BT12' BUS TAP 'BT13' BUS TAP 'BT14' 222 M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 1 INDIVIDUAL FEEDER3 2 22222 M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 1 INDIVIDUAL FEEDER3 2 22222 M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P 1 INDIVIDUAL FEEDER3 2 22222 M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P M 125A/2P PB PB PB 4 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:01:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.4 SINGLE LINE DIAGRAM - RESIDENTIAL POWER 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG #KEYED NOTES 1. PROVIDE METER BANK WITH INTERIOR MAIN CIRCUIT BREAKER PER UTILITY STANDARDS. 125A/2P CIRCUIT BREAKER ANTICIPATED FOR EACH FUTURE UNIT. UNIT MAIN CIRCUIT BREAKERS WITHIN METER STACK TO BE DESIGNED AND INSTALLED IN FUTURE PHASE. 2. FUTURE UNIT PANEL TO BE DESIGNED AND INSTALLED IN FUTURE PHASE. 125A, 208V/1PH PANEL ANTICIPATED. 3. PROVIDE INDIVIDUAL 2" EMT CONDUIT WITH PULL STRING FROM METER STACK TO EACH UNIT FOR FUTURE PANEL INSTALLATION. REFER TO FLOOR PLANS FOR UNIT LOCATIONS AND ADDITIONAL INFORMATION. 4. PROVIDE A 1-1/2 INCH MINIMUM CONDUIT THROUGH METER ROOMS TO ROOF LEVEL, CAPPED FOR FUTURE TRANSMITTING ANTENNA. EACH METER ROOM LOCATION SHALL HAVE A 12" X 12" X 6" MINIMUM PULL BOX LOCATED DIRECTLY ADJACENT TO THE MULTI-METERING FACILTIES. WHERE THE CONDUIT IS CAPPED AT THE ROOF, THERE SHOULD BE A 360-DEGREE UNOBSTRUCTED AREA ACCESSIBLE TO SCE EMPLOYEES. A 3/4 INCH GALVANIZED RIDGED CONDUIT (NIPPLE) WITH A THREADED CAP SHALL BE ISNTALLED THROUGH THE ELECTRICAL ROOM EXTERIOR WALL. THE MINIMUM HEIGHT OF THE CONDUIT SHALL BE 10 FEET ABOVE GRADE. SCALE: 12" = 1'-0"1 ELECTRICAL SINGLE LINE DIAGRAM - RESIDENTIAL POWER CONTINUED 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG BRANCH CIRCUIT SCHEDULE 1,2W,N 1∅,2W 1∅,1W,N 1∅,2W,N 1∅,2W 1∅,1W,N 1∅,2W,N 1∅,2W 1∅,1W,N 1∅,2W,N 1∅,2W 1∅,1W,N (1) #6, (1) #6N #10 60.2 60.1 1.00" 1.00" (2) #6 #10 60.2N 1.00" (2) #6, (1) #6N #10 #10(2) #6, (1) #6N1.00"50.2N #10(2) #61.00" 1.00"50.1 50.2 #10(1) #6, (1) #6N GROUNDPHASE/NEUTRAL CIRCUIT TAG CONDUCTORS PER SET (1) #12, (1) #12N #12 1∅,1W,N 20.2 20.1 CONDUITS SETSMET RNC 1.00" 1.00" (2) #12 #12 1∅,2W 20.2N 1.00" (2) #12, (1) #12N #12 1∅,2W,N #10(2) #10, (1) #10N1.00"30.2N #10(2) #101.00" 1.00"30.1 30.2 #10(1) #10, (1) #10N (1) #8, (1) #8N #10 40.2 40.1 1.00" 1.00" (2) #8 #10 40.2N 1.00" (2) #8, (1) #8N #10 NOTES: NOTES _ _ _ _ _ _ _ _ _ _ _ _ 7,8 7,8 7,8 WIRING CONFIG. 1 10.75" 0.50" 0.50" 0.50" 1 1 1 1 1 1 1 1 1 1 1 1 1 0.75" 0.75" 0.75" 0.75" 0.75" 0.75" 0.75" 0.75" 0.75" 0.75" 0.75" 1. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER CONDUCTORS WITH THHN/THWN INSULATION. 2. THIS SCHEDULE SHALL BE USED ON ALL BRANCH CIRCUITS SERVING LOADS WHERE THE CIRCUIT BREAKER SIZE MATCHES THE AMPACITY OF ITS FEEDER. USE THE "MOTOR CIRCUIT SCHEDULE" FOR LOADS, SUCH AS MOTORS, PUMPS, FANS, CHILLERS, ETC., WHERE THE CIRCUIT BREAKER SIZE IS LARGER THAN THE AMPACITY OF ITS FEEDER. 3. PROVIDE GROUND WIRE NOTED ABOVE IN ALL BRANCH CIRCUITS. 4. NOT ALL BRANCH CIRCUITS SHOWN ABOVE ARE NECESSARILY USED ON THIS PROJECT. 5. "MET"= EMT, IMC, GRC, RAC, OR PVC COATED GRC TYPE CONDUITS. "RNC"= PVC 40, PVC 80 OR FIBERGLASS TYPE CONDUITS ROUTED UNDERGROUND. REFER TO SIZING ON DRAWINGS IF "RNC" CONDUITS ARE ROUTED ABOVEGROUND. CONDUIT SIZES NOTED ON SINGLE-LINE DIAGRAM OR ON PLANS SUPERSEDE SIZES NOTED ABOVE IF LARGER. 6. THIS SCHEDULE APPLIES TO STANDARD LENGTH CIRCUITS ONLY. CONTRACTOR TO UPSIZE WIRING AS REQUIRED TO MEET MINIMUM VOLTAGE DROP REQUIREMENTS INDICATED IN SPECIFICATIONS. GROUND CONDUCTOR WILL ALSO NEED TO BE INCREASED PROPORTIONATELY AS REQUIRED BY NEC. 7. THESE BRANCH CIRCUITS TAGS ARE TYPICALLY NOT SHOWN ON PLANS FOR CLARITY REASONS. CONTRACTOR SHALL USE THIS INFORMATION AS IT APPLIES FOR ALL CONDUITS CONTAINING ONE OR MORE 20A/1P CIRCUITS. 8. CONTRACTOR MAY COMBINE 20A 1 AND 2-POLE CIRCUITS, UP TO A MAXIMUM OF (3) PHASE CONDUCTORS, IN ONE CONDUIT. ALL 3-PHASE AND CIRCUITS LARGER THAN 20A SHALL BE IN DEDICATED CONDUITS, UON. PROVIDE DEDICATED NEUTRALS FOR EACH 1-POLE CIRCUIT. 9. ALL HOMERUNS SHALL USE 0.75" CONDUIT SIZE MINIMUM. ALUMINUM FEEDER SCHEDULE 2.00" 2.00" 2.00" 2.00" 3.00" 3.00" 2.00" 3.00" 3.00" 3.00" 3.00" 3.00" 4.00" 3.00" 3.00" 4.00" 4.00" 4.00" 4.00" 3.00" 3.00" 3.00" 3.00" 5.00" 4.00" 5.00" 4.00" 4.00" 4.00" 4.00" 5.00" 4.00" 5.00" 4.00" 4.00" 4.00" 3.00" 3.00" 3.00" 3.00" 4.00" 4.00" 4.00" 3.00" 4.00" 4.00" 4.00" 4.00" 4.00" 4.00" 4.00" 250.4 250.3 225.4 225.3 200.4 200.3 175.4 175.3 150.4K 150.4 150.3 125.4 125.3 225.4K 300.3 300.4 350.3 350.4 400.3 400.4 450.3 450.4 400.4K 500.3 500.4 500.4K 600.3 600.4 700.3 700.4 800.3 800.4 800.4K 1000.3 1000.4 1200.3 1200.4 1000.4K 1600.3 1600.4 2000.3 2000.4 2500.3 2500.4 3000.3 3000.4 3500.3 3500.4 4000.3 4000.4 110.4K SCHD XFR 2.00" 4.00" 3.50" 3.50" 3.00" 3.50" 3.00" 3.00" 3.00" 3.50" 3.00" 2.50" 2.50" 2.50" 2.50" 2.50" 2.00" 4.00" 2.00" 2.00" 2.00" 2.00" 1.50" 3.50" 3.50" 3.00" 2.50" 2.50" 2.50" 2.50" 2.50" 2.50" 2.50" 4.00" 3.50" 3.50" 3.50" 3.50" 4.00" 3.50" 4.00" 3.50" 4.00" 3.50" 4.00" 3.00" 3.00" 3.00" 2.50" 3.00" 2.50" RNCMETSETS CONDUITS NOTESCONDUCTORS PER SETFEEDER TAG PHASE/NEUTRAL GROUND - #61 1 #4 1 #2 2 #1 #1/02 3 #3/0 #4/04 11 (4) 700 KCMIL 700 KCMIL 11 (3) 700 KCMIL 10 (4) 700 KCMIL 10 (3) 700 KCMIL 8 (4) 700 KCMIL 600 KCMIL 8 (3) 700 KCMIL 600 KCMIL - 7 (4) 700 KCMIL 600 KCMIL - 7 (3) 700 KCMIL 600 KCMIL - 6 (4) 600 KCMIL 400 KCMIL - 6 (3) 600 KCMIL 400 KCMIL - -#3/0(3) 700 KCMIL2 -#3/0(4) 700 KCMIL2 1 (4) #4/0 #4 - (3) 250 KCMIL #4 -1 1 -#4(4) 250 KCMIL (4) 300 KCMIL #2 -1 1 -#2(3) 300 KCMIL (3) 350 KCMIL #2 -1 1 1 1 1 -#4(3) #2/01 -#4(4) #2/01 -#4(3) #3/01 -#4(4) #3/01 -#4(3) #4/01 -#2(4) 350 KCMIL -#2(3) 500 KCMIL -#2(4) 500 KCMIL -#1(3) 700 KCMIL -#1(4) 700 KCMIL1 -#1(3) 250 KCMIL2 -#1(4) 250 KCMIL2 -#1/0(3) 300 KCMIL2 -#1/0(4) 300 KCMIL2 -#1/0(3) 350 KCMIL2 -#1/0(4) 350 KCMIL2 -#2/0(3) 500 KCMIL2 -#2/0(4) 500 KCMIL2 -#3/0(3) 400 KCMIL3 -#3/0(4) 400 KCMIL3 -#4/0(3) 600 KCMIL3 -#4/0(4) 600 KCMIL3 -250 KCMIL(3) 500 KCMIL4 -250 KCMIL(4) 500 KCMIL4 -350 KCMIL(3) 600 KCMIL5 -350 KCMIL(4) 600 KCMIL5 - - - - (3) 500 KCMIL, (2) 350 KCMIL-N (3) 500 KCMIL, (2) 400 KCMIL-N (3) 400 KCMIL, (2) 350 KCMIL-N (3) 300 KCMIL, (2) 250 KCMIL-N (3) #4/0, (2) #3/0-N (3) 350 KCMIL, (2) 300 KCMIL-N (2)#1/0-N (3) #1/0, (2) 400 KCMIL-N (3) 500 KCMIL,6 350 KCMIL4.00"1600.4K 4.00"7 7 7 7 7 7 7 7 8 9 NOTES: 1. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON "STABILOY" (AL. ALLOY) CONDUCTORS WITH XHHW-2 INSULATION. 2. THIS SCHEDULE SHALL BE USED ON ALL FEEDERS SERVING LOADS WHERE THE CIRCUIT BREAKER SIZE MATCHES THE AMPACITY OF ITS FEEDER. ALL OTHER SMALLER SIZE FEEDERS AND BRANCH CIRCUITS SHALL USE COPPER CONDUCTORS PER THE APPROPRIATE SCHEDULES. 3. BREAKER SIZE IS LARGER THAN THE AMPACITY OF ITS FEEDER. 4. PROVIDE GROUND WIRE NOTED ABOVE IN ALL FEEDERS AND BRANCH CIRCUITS. WHERE MULTIPLE CONDUITS ARE INDICATED PROVIDE NOTED GROUND WIRE IN EACH CONDUIT. 5. NOT ALL FEEDERS ARE NECESSARILY USED ON THIS PROJECT. 6. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75 DEG. C TERMINALS. 7. "MET"= EMT, IMC, GRC, RAC, OR PVC COATED GRC TYPE CONDUITS. "RNC"= PVC 40, PVC 80 OR FIBERGLASS TYPE CONDUITS ROUTED UNDERGROUND. REFER TO SIZING ON DRAWINGS IF "RNC" CONDUITS ARE ROUTED ABOVEGROUND. CONDUIT SIZES NOTED ON SINGLE-LINE DIAGRAM OR ON PLANS SUPERSEDE SIZES NOTED ABOVE IF LARGER. 8. OVERSIZED (173% MIN.) NEUTRAL FOR FEEDERS CONNECTED TO A K-4 OR HIGHER RATED TRANSFORMER. 9. REFER TO TRANSFORMER SCHEDULE FOR STANDARD PRIMARY AND SECONDARY FEEDER SIZES. 10. REFER TO MCC OR PANEL SCHEDULES FOR FEEDER SIZES TO EQUIPMENT NOTED WITH THIS TAG. 11. TERMINATIONS. ON FEEDERS SHOWN WITH A ".6" SUFFIX, PROVIDE SIX PHASE CONDUCTORS AND ONE GROUND WIRE IN CODE SIZED CONDUIT. INCLUDE 80% DERATING FACTOR ON PHASE CONDUCTOR SIZE. 700 KCMIL 700 KCMIL 700 KCMIL COPPER FEEDER SCHEDULE (4) #2 #8 - (3) #2 #8 -100.3 100.4 -#10 -#10(4) #6 -#8(3) #4 -#8(4) #4 -#8(3) #4 -#8(4) #4 -#8(3) #2 -#8(4) #290.4 90.3 80.4 80.3 70.4 70.3 60.4 60.3 SCHD 20.3 20.4 30.3 30.4 40.3 40.4 50.3 50.4 XFR (3) #6 (4) #6 #10 - (3) #6 #10 - (4) #8 #10 - (3) #8 #10 - (4) #10 #10 - (3) #10 #10 - -#12(4) #12 -#12(3) #12 1.50" 1.50" 1.50" 1.50" 1.50" 1.50" 1.50" 1.50" 1.00" 1.00" 1.00" 1.00" 8 9 10.75" 1.00"10.75" 1.00"10.75" 1.00"10.75" 1.00"10.75" 1.00"10.75" 1.00"10.75" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.00" 1.00" 1.00" 1.00" 0.75" 1 1 1 1 1 1 1 1 1 1 1 RNCMETSETS CONDUITS NOTESCONDUCTORS PER SETFEEDER TAG PHASE/NEUTRAL GROUND NOTES: 1. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER CONDUCTORS WITH THHN/THWN INSULATION. 2. THIS SCHEDULE SHALL BE USED ON ALL FEEDERS SERVING LOADS WHERE THE CIRCUIT BREAKER SIZE MATCHES THE AMPACITY OF ITS FEEDER. USE THE "MOTOR CIRCUIT SCHEDULE" FOR LOADS, SUCH AS MOTORS, PUMPS, FANS, CHILLERS, ETC., WHERE THE CIRCUIT BREAKER SIZE IS LARGER THAN THE AMPACITY OF ITS FEEDER. 3. PROVIDE GROUND WIRE NOTED ABOVE IN ALL FEEDERS AND BRANCH CIRCUITS. WHERE MULTIPLE CONDUITS ARE INDICATED PROVIDE NOTED GROUND WIRE IN EACH CONDUIT. 4. NOT ALL FEEDERS ARE NECESSARILY USED ON THIS PROJECT. 5. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75 DEG..C TERMINALS. 6. "MET"= EMT, IMC, GRC, RAC, OR PVC COATED GRC TYPE CONDUITS. "RNC"= PVC 40, PVC 80 OR FIBERGLASS TYPE CONDUITS ROUTED UNDERGROUND. REFER TO SIZING ON DRAWINGS IF "RNC" CONDUITS ARE ROUTED ABOVEGROUND. CONDUIT SIZES NOTED ON SINGLE-LINE DIAGRAM OR ON PLANS SUPERSEDE SIZES NOTED ABOVE IF LARGER. 7. OVERSIZED (173% MIN.) NEUTRAL FOR FEEDERS CONNECTED TO A K-4 OR HIGHER RATED TRANSFORMER. 8. REFER TO TRANSFORMER SCHEDULE FOR STANDARD PRIMARY AND SECONDARY FEEDER SIZES. 9. REFER TO MCC OR PANEL SCHEDULES FOR FEEDER SIZES TO EQUIPMENT NOTED WITH THIS TAG. ---.-K 7 MAXIMUM ALLOWED RUN LENGTH (FT) VOLT AMP #12 #10 #8 #6 #4 120 2 500 800 1200 2000 3250 4 250 400 600 1000 1625 6 175 250 400 650 1100 8 125 200 325 500 800 10 100 150 250 400 650 12 85 125 200 350 550 14 75 110 175 300 450 16 60 100 150 250 400 277 2 1100 1800 2750 4 550 900 1375 6 350 600 950 8 275 450 700 10 225 350 550 12 175 300 475 14 150 250 400 16 140 225 360 VOLTAGE DROP TABLE NOTES: 1. THIS SCHEDULE APPLIES TO ALL BRANCH CIRCUITS. CONTRACTOR SHALL PROVIDE UPSIZED CONDUCTORS AND CONDUIT/ RACEWAYS AS REQUIRED FOR EACH SITUATION. 2. THIS SCHEDULE IS FOR 3% VOLTAGE DROP USING COPPER CONDUCTORS. ALUMINUM CONDUCTORS ARE NOT ALLOWED TO SERVE BRANCH CIRCUITS. 3. USE 12-AMPS FOR ALL CIRCUITS SERVING ONE OR MORE RECEPTACLES, UNLESS HIGHER AMPACITY IS APPROPRIATE OR REQUIRED. USE FULL LOAD AMPS (FLA) OF EQUIPMENT SERVED X 125% FOR ALL OTHER CIRCUITS THAT SERVE A DEDICATED LOAD WITH NO PLANS FOR ADDING FUTURE EQUIPMENT OR A RECEPTACLE TO THAT CIRCUIT. 4. WHENEVER BRANCH CIRCUIT CONDUCTORS ARE UPSIZED THE ASSOCIATED GROUND CONDUCTOR SHALL ALSO BE UPSIZED, PER NEC 250.122. TRANSFORMER SCHEDULE - COPPER FEEDERS 15 30/3 50/3 C.B. FEEDER TAG {2}C.B. 208Y/120V SECONDARY480V PRIMARY KVA 100/350/330 150/370/345 225/3125/375 400/3175/3112.5 500/3225/3150 800/3350/3225 1000/3450/3300 1600/3800/3500 XFR FEEDER , EGC 2500/31200/3750 GEC {4} NOTES {#}: FEEDER , SSBJ {3} (4)#4/0, (1)#2, 2.5"C. (2) SETS OF [(4)#250, (1)#1/0, 2.5"C.] (3) SETS OF [(4)#300, (1)#2/0, 3"C.] (3) SETS OF [(4)#400, (1)#3/0, 3"C.] (5) SETS OF [(4)#400, (1)#250, 3"C.] (7) SETS OF [(4)#500, (1)#500, 3.5"C.] (1)#8 (1)#8 (1)#6 (1)#2 (1)#2 (1)#1/0 (1)#2/0 (1)#3/0 (1)#3/0 (1)#3/0 SBJ (1)#8 (1)#8 (1)#6 (1)#2 (1)#2 (1)#1/0 (1)#2/0 (1)#3/0 (1)#250 (1)#500 ABBREVIATIONS: SBJ SYSTEM BONDING JUMPER GEC GROUNDING ELECTRODE CONDUCTOR SSBJ SUPPLY SIDE BONDING JUMPER EGC EQUIPMENT GROUNDING CONDUCTOR 30.3 50.3 70.3 125.3 175.3 225.3 350.3 450.3 800.3 1200.3 50.4 100.4 150.4 400.4 {1} 1. THIS SCHEDULE ONLY APPLIES TO 3-PHASE, 480:208Y/120V STEP-DOWN, NON FAN-COOLED TRANSFORMERS USING COPPER PRIMARY & SECONDARY FEEDERS WITH 100% RATED NEUTRALS. 2. ON ONE-LINE DIAGRAMS AND SCHEDULES WHERE FEEDERS AND CIRCUIT BREAKERS ARE SHOWN AS "XFR", PROVIDE FEEDERS, GROUND CONDUCTORS AND BREAKERS NOTED ABOVE. PROVIDE SECONDARY BREAKER NOTED ABOVE AS MAIN CIRCUIT BREAKER OF SERVED ELECTICAL EQUIPMENT, UON. PROVIDE SEPARATE ENCLOSED CIRCUIT BREAKER IF DISTANCE FROM TRANSFORMER TO EQUIPMENT EXCEEDS NEC LIMITATIONS. 3. WHERE FEEDERS ARE CALLED OUT SPECIFICALLY, THE GROUND CONDUCTOR (SSBJ) DIFFERS FROM THE GROUND CONDUCTOR IN THE STANDARD FEEDER SCHEDULE PER NEC 250.102(C)(1) 4. ROUTE GEC TO GROUNDING ELECTRODE PER SPECS AND GROUNDING DETAILS. COMMON LEAD OF LARGEST REQUIRED SIZE MAY BE EMPLOYED TO SERVE MULTIPLE TRANSFORMERS. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 6/27/2025 12:01:44 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.5 SINGLE LINE AND VOLTAGE DROP SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:01:47 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.6 PANELBOARD SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 16.64 kVA 20 A Spare 0.3 kVA 100% 0.3 kVA M = MOTOR SPARE CAPACITY: 20% 20% R 0.3 kVA 100% 0.3 kVA L = LIGHTING TOTAL DEMAND LOAD: 13.87 kVA 16.7 A N 4.4 kVA 100% 4.4 kVA K = KITCHEN TOTAL CONNECTED LOAD: 12.09 kVA 14.5 A L 7.09 kVA 125% 8.87 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 4.9 kVA 3.98 kVA 3.22 kVA 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 20 A 1 SPARE -- 0 0 -- SPACE -- --34 31 20 A 1 SPARE -- 0 0 -- SPACE -- --32 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 LVL 1, EM LIGHTING L 0.35 0 -- SPACE -- --24 21 20 A 1 LVL 1, EM LIGHTING L 0.42 0 -- SPACE -- --22 19 20 A 1 LVL 1, EM LIGHTING L 1.66 0 -- SPACE -- --20 17 20 A 1 LVL 1, EM LIGHTING L 0.47 0 -- SPARE 1 20 A 18 15 20 A 1 LVL 1, EXTERIOR BLDG EM LTG L 0.06 0 -- SPARE 1 20 A 16 13 20 A 1 LVL P01, 1, 2 STAIRS EM LTG L 0.43 0 -- SPARE 1 20 A 14 11 20 A 1 LVL P01, EM LIGHTING L 0.38 0 -- SPARE 1 20 A 12 9 20 A 1 LVL P01, EM LIGHTING L 0.39 1 L (F) LVL 1, EM LIGHTING 1 20 A 10 7 20 A 1 LVL P01, EM LIGHTING L 0.33 0.35 L LVL 2, EM LIGHTING 1 20 A 8 5 1.57 0.45 L LVL 2, EM LIGHTING 1 20 A 6 3 1.57 0.54 L LVL 2, ELEV SHAFT LTG 1 20 A 4 1 50 A 3 TRANSFORMER 'E1T1' R; N 1.87 0.27 L LVL 2, ELEV SHAFT LTG 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (E1H1,4,7,10,13,16) MAIN AMPS: 200 A MCB FEED-THRU LUGS: No LOCATION: EMERGENCY ELECTRICAL... BUS RATING: 200 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1H1 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 6.55 kVA 8 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 5.46 kVA 6.6 A N 1.8 kVA 100% 1.8 kVA K = KITCHEN TOTAL CONNECTED LOAD: 4.73 kVA 5.7 A L 2.93 kVA 125% 3.66 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 1.71 kVA 1.78 kVA 1.24 kVA 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 L3, L4, L5 STAIRS EM LIGHTING L 0.45 0 -- SPACE -- --22 19 20 A 1 L3, L4, L5 STAIRS EM LIGHTING L 0.48 0 -- SPACE -- --20 17 20 A 1 L5 EM LIGHTING L 0.29 0 -- SPACE -- --18 15 20 A 1 L5 EM LIGHTING L 0.37 0 -- SPARE 1 20 A 16 13 20 A 1 L4 EM LIGHTING L 0.31 0 -- SPARE 1 20 A 14 11 20 A 1 L4 EM LIGHTING L 0.35 0 -- SPARE 1 20 A 12 9 20 A 1 L3 EM LIGHTING L 0.35 0 -- SPARE 1 20 A 10 7 20 A 1 L3 EM LIGHTING L 0.31 0 -- SPARE 1 20 A 8 5 0.6 0 -- SPARE 1 20 A 6 3 0.6 0 -- SPARE 1 20 A 4 1 50 A 3 TRANSFORMER 'E1T4' N 0.6 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (E1H1,4,7,10,13,16) MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R05J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1H4 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 11.57 kVA 14 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 9.64 kVA 11.6 A N 2.1 kVA 100% 2.1 kVA K = KITCHEN TOTAL CONNECTED LOAD: 8.13 kVA 9.8 A L 6.03 kVA 125% 7.54 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 2.67 kVA 3.12 kVA 2.35 kVA 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 L8 EM LIGHTING L 1.28 0 -- SPACE -- --18 15 20 A 1 L7 EM LIGHTING L 1.27 0 -- SPARE 1 20 A 16 13 20 A 1 L6 EM LIGHTING L 0.35 0 -- SPARE 1 20 A 14 11 20 A 1 L6 EM LIGHTING L 0.47 0 -- SPARE 1 20 A 12 9 20 A 1 L6, L7, L8 STAIRS EM LIGHTING L 0.45 0 -- SPARE 1 20 A 10 7 20 A 1 L6, L7, L8 STAIRS EM LIGHTING L 0.42 0 -- SPARE 1 20 A 8 5 0.6 0 -- SPARE 1 20 A 6 3 0.6 0.8 L LEVEL 7 POOL DECK EM LIGHTING 1 20 A 4 1 50 A 3 TRANSFORMER 'E1T7' N 0.9 1 L (F) LEVEL 6 LIGHTING 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (E1H1,4,7,10,13,16) MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R07J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1H7 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 10.65 kVA 13 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 8.87 kVA 10.7 A N 3.3 kVA 100% 3.3 kVA K = KITCHEN TOTAL CONNECTED LOAD: 7.76 kVA 9.3 A L 4.46 kVA 125% 5.57 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 3.01 kVA 2.57 kVA 2.18 kVA 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 20 A 1 SPARE -- 0 0 -- SPACE -- --18 15 20 A 1 L11 EM LIGHTING L 1.18 0 -- SPACE -- --16 13 20 A 1 L10 EM LIGHTING L 1.18 0 -- SPACE -- --14 11 20 A 1 L9 EM LIGHTING L 1.18 0 -- SPARE 1 20 A 12 9 20 A 1 L9, L10, L11 STAIRS EM LIGHTING L 0.4 0 -- SPARE 1 20 A 10 7 20 A 1 L9, L10, L11 STAIRS EM LIGHTING L 0.53 0 -- SPARE 1 20 A 8 5 1 0 -- SPARE 1 20 A 6 3 1 0 -- SPARE 1 20 A 4 1 50 A 3 TRANSFORMER 'E1T10' N 1.3 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (E1H1,4,7,10,13,16) MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: Room R15 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1H10 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 10.31 kVA 12 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 8.59 kVA 10.3 A N 2.1 kVA 100% 2.1 kVA K = KITCHEN TOTAL CONNECTED LOAD: 7.29 kVA 8.8 A L 5.19 kVA 125% 6.49 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 3.47 kVA 2.04 kVA 1.78 kVA 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 SPARE -- 0 0 -- SPACE -- --18 15 20 A 1 L14 EM LIGHTING L 1.18 0 -- SPACE -- --16 13 20 A 1 L13 EM LIGHTING L 2.18 0 -- SPACE -- --14 11 20 A 1 L12 EM LIGHTING L 1.18 0 -- SPARE 1 20 A 12 9 20 A 1 L12, L13, 14 STAIRS EM LIGHTING L 0.26 0 -- SPARE 1 20 A 10 7 20 A 1 L12, L13, 14 STAIRS EM LIGHTING L 0.4 0 -- SPARE 1 20 A 8 5 0.6 0 -- SPARE 1 20 A 6 3 0.6 0 -- SPARE 1 20 A 4 1 50 A 3 TRANSFORMER 'E1T13' N 0.9 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (E1H1,4,7,10,13,16) MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1H13 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 7.58 kVA 9 A M = MOTOR SPARE CAPACITY: 20% 20% N 1.2 kVA 100% 1.2 kVA L = LIGHTING TOTAL DEMAND LOAD: 6.31 kVA 7.6 A L 2.09 kVA 125% 2.61 kVA K = KITCHEN TOTAL CONNECTED LOAD: 5.79 kVA 7 A C 2.5 kVA 100% 2.5 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 1.94 kVA 1.75 kVA 2.11 kVA 29 -- -- SPACE -- 0 0.9 30 27 -- -- SPACE -- 0 1.4 28 25 -- -- SPACE -- 0 1.4 C; N TRANSFORMER 'E1T16' 3 50 A 26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 20 A 1 SPARE -- 0 0 -- SPACE -- --18 15 20 A 1 SPARE -- 0 0 -- SPACE -- --16 13 20 A 1 SPARE -- 0 0 -- SPACE -- --14 11 20 A 1 SPARE -- 0 0 -- SPACE -- --12 9 20 A 1 LEVEL 15 LANDSCAPE LIGHTING L 0.04 0 -- SPACE -- --10 7 20 A 1 ROOF EM LIGHTING L 0.26 0 -- SPACE -- --8 5 20 A 1 L15 EM LIGHTING L 1.21 0 -- SPARE 1 20 A 6 3 20 A 1 L15 & ROOF STAIRS EM LIGHTING L 0.3 0 -- SPARE 1 20 A 4 1 20 A 1 L15 & ROOF STAIRS EM LIGHTING L 0.29 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (E1H1,4,7,10,13,16) MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1H16 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 6 kVA 17 A M = MOTOR SPARE CAPACITY: 20% 20% Spare 0.3 kVA 100% 0.3 kVA L = LIGHTING TOTAL DEMAND LOAD: 5 kVA 13.9 A R 0.3 kVA 100% 0.3 kVA K = KITCHEN TOTAL CONNECTED LOAD: 5 kVA 13.9 A N 4.4 kVA 100% 4.4 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS FIRE ALAM CONTROL PANEL. 1). PROVIDE LOCK-ON DEVICE ON CIRCUIT BREAKER FOR SPECIAL PANEL FEATURES 1.87 kVA 1.57 kVA 1.57 kVA 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 -- -- SPACE -- 0 0 -- SPACE -- --34 31 -- -- SPACE -- 0 0 -- SPACE -- --32 29 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 30 27 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 28 25 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 26 23 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 24 21 20 A 1 RESCUE ASSIS. 2 WAY - POWER -- 0.3 0 -- SPARE 1 20 A 22 19 20 A 1 LVL 2, FIRE SMOKE DAMPERS N 0.2 0.3 N (1). LVL 2, FACP 1 20 A 20 17 20 A 1 LVL 2, TAMPER SWITCH N 0.2 0.3 N (1). LVL 1, FACP 1 20 A 18 15 20 A 1 LVL 2, FIRE ALARM RELAYS N 0.2 0 -- SPARE 1 20 A 16 13 0.33 0 -- SPARE 1 20 A 14 11 0.33 0.2 N LVL 1, FIRE ALARM RELAYS 1 20 A 12 9 20 A 3 LVL 1, FCC N 0.33 0.2 N LVL P01, FIRE ALARM RELAYS 1 20 A 10 7 20 A 1 LVL 1, FIRE SMOKE DAMPERS N 0.2 0.3 R LVL 1 FUTURE LOAD 1 20 A 8 5 20 A 1 LVL 1, TAMPER SWITCH N 0.2 0.33 6 3 20 A 1 LVL P01, FIRE SMOKE DAMPERS N 0.2 0.33 4 1 20 A 1 LVL P01, TAMPER SWITCH N 0.2 0.33 N LVL 1, FCC 3 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: E1T1 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: EMERGENCY ELECTRICAL... BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1L1 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 2.16 kVA 6 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 1.8 kVA 5 A K = KITCHEN TOTAL CONNECTED LOAD: 1.8 kVA 5 A N 1.8 kVA 100% 1.8 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 0.6 kVA 0.6 kVA 0.6 kVA 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 20 A 1 LVL 5, FIRE ALARM RELAYS N 0.2 0 -- SPARE 1 20 A 18 15 20 A 1 LVL 4, FIRE ALARM RELAYS N 0.2 0 -- SPARE 1 20 A 16 13 20 A 1 LVL 3, FIRE ALARM RELAYS N 0.2 0 -- SPARE 1 20 A 14 11 20 A 1 LVL 5, FIRE SMOKE DAMPERS N 0.2 0 -- SPARE 1 20 A 12 9 20 A 1 LVL 4, FIRE SMOKE DAMPERS N 0.2 0 -- SPARE 1 20 A 10 7 20 A 1 LVL 3, FIRE SMOKE DAMPERS N 0.2 0 -- SPARE 1 20 A 8 5 20 A 1 LVL 5, TAMPER SWITCH N 0.2 0 -- SPARE 1 20 A 6 3 20 A 1 LVL 4, TAMPER SWITCH N 0.2 0 -- SPARE 1 20 A 4 1 20 A 1 LVL 3, TAMPER SWITCH N 0.2 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: E1T4 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R05J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1L4 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 2.52 kVA 7 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 2.1 kVA 5.8 A K = KITCHEN TOTAL CONNECTED LOAD: 2.1 kVA 5.8 A N 2.1 kVA 100% 2.1 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS FIRE ALAM CONTROL PANEL. 1). PROVIDE LOCK-ON DEVICE ON CIRCUIT BREAKER FOR SPECIAL PANEL FEATURES:0.9 kVA 0.6 kVA 0.6 kVA 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 (1). LVL 7, FACP N 0.3 0 -- SPACE -- --20 17 20 A 1 LVL 8, FIRE ALARM RELAYS N 0.2 0 -- SPACE -- --18 15 20 A 1 LVL 7, FIRE ALARM RELAYS N 0.2 0 -- SPACE -- --16 13 20 A 1 LVL 6, FIRE ALARM RELAYS N 0.2 0 -- SPACE -- --14 11 20 A 1 LVL 8, FIRE SMOKE DAMPERS N 0.2 0 -- SPACE -- --12 9 20 A 1 LVL 7, FIRE SMOKE DAMPERS N 0.2 0 -- SPACE -- --10 7 20 A 1 LVL 6, FIRE SMOKE DAMPERS N 0.2 0 -- SPACE -- --8 5 20 A 1 LVL 8, TAMPER SWITCH N 0.2 0 -- SPARE 1 20 A 6 3 20 A 1 LVL 7, TAMPER SWITCH N 0.2 0 -- SPARE 1 20 A 4 1 20 A 1 LVL 6, TAMPER SWITCH N 0.2 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: E1T7 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R07J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1L7 E1L4E1L1E1H1 E1L7E1H10E1H16 E1H13E1H4E1H7 1 9/21/2021 REISSUE FOR PLAN CHECK 3 07/11/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 6 6 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:01:50 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.7 PANELBOARD SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 3.96 kVA 11 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 3.3 kVA 9.2 A K = KITCHEN TOTAL CONNECTED LOAD: 3.3 kVA 9.2 A N 3.3 kVA 100% 3.3 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS FIRE ALARM CONTROL PANEL. 1). PROVIDE LOCK-ON DEVICE ON CIRCUIT BREAKER FOR SPECIAL PANEL FEATURES 1.3 kVA 1 kVA 1 kVA 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 20 A 1 LVL 11, FIRE ALARM RELAYS N 0.2 0 -- SPACE -- --18 15 20 A 1 LVL 10, FIRE ALARM RELAYS N 0.2 0 -- SPACE -- --16 13 20 A 1 LVL 9, FIRE ALARM RELAYS N 0.2 0 -- SPACE -- --14 11 20 A 1 LVL 11, FIRE SMOKE DAMPERS N 0.4 0 -- SPARE 1 20 A 12 9 20 A 1 LVL 10, FIRE SMOKE DAMPERS N 0.4 0 -- SPARE 1 20 A 10 7 20 A 1 LVL 9, FIRE SMOKE DAMPERS N 0.4 0 -- SPARE 1 20 A 8 5 20 A 1 LVL 11, TAMPER SWITCH N 0.4 0 -- SPARE 1 20 A 6 3 20 A 1 LVL 10, TAMPER SWITCH N 0.4 0 -- SPARE 1 20 A 4 1 20 A 1 LVL 9, TAMPER SWITCH N 0.4 0.3 N (1.)LEVEL 10, FACP 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: E1T10 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: Room R15 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1L10 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 2.52 kVA 7 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 2.1 kVA 5.8 A K = KITCHEN TOTAL CONNECTED LOAD: 2.1 kVA 5.8 A N 2.1 kVA 100% 2.1 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS FIRE ALARM CONTROL PANEL. 1). PROVIDE LOCK-ON DEVICE ON CIRCUIT BREAKER FOR SPECIAL PANEL FEATURES 0.9 kVA 0.6 kVA 0.6 kVA 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 20 A 1 LVL 14, FIRE ALARM RELAYS N 0.2 0 -- SPARE 1 20 A 18 15 20 A 1 LVL 13, FIRE ALARM RELAYS N 0.2 0 -- SPARE 1 20 A 16 13 20 A 1 LVL 12, FIRE ALARM RELAYS N 0.2 0 -- SPARE 1 20 A 14 11 20 A 1 LVL 14, FIRE SMOKE DAMPERS N 0.2 0 -- SPARE 1 20 A 12 9 20 A 1 LVL 13, FIRE SMOKE DAMPERS N 0.2 0 -- SPARE 1 20 A 10 7 20 A 1 LVL 12, FIRE SMOKE DAMPERS N 0.2 0 -- SPARE 1 20 A 8 5 20 A 1 LVL 14, TAMPER SWITCH N 0.2 0 -- SPARE 1 20 A 6 3 20 A 1 LVL 13, TAMPER SWITCH N 0.2 0 -- SPARE 1 20 A 4 1 20 A 1 LVL 12, TAMPER SWITCH N 0.2 0.3 N (1.) LVL 13, FACP 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: E1T13 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1L13 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 4.44 kVA 12 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 3.7 kVA 10.3 A N 1.2 kVA 100% 1.2 kVA K = KITCHEN TOTAL CONNECTED LOAD: 3.7 kVA 10.3 A C 2.5 kVA 100% 2.5 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 1.4 kVA 1.4 kVA 0.9 kVA 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 20 A 1 SPARE -- 0 0 -- SPACE -- --18 15 20 A 1 SPARE -- 0 0 -- SPACE -- --16 13 20 A 1 SPARE -- 0 0 -- SPACE -- --14 11 20 A 1 LVL 16, FIRE ALARM RELAYS N 0.2 0 -- SPARE 1 20 A 12 9 20 A 1 LVL 15, FIRE ALARM RELAYS N 0.2 0.5 C ELEV RM 106 - INTERCOM 1 20 A 10 7 20 A 1 LVL 16, FIRE SMOKE DAMPERS N 0.2 0.5 C ELEV RM 106 - INTERCOM 1 20 A 8 5 20 A 1 LVL 15, FIRE SMOKE DAMPERS N 0.2 0.5 C ELV-2 CONTROLS 1 20 A 6 3 20 A 1 LVL 16, TAMPER SWITCH N 0.2 0.5 C ELV-1 CONTROLS 1 20 A 4 1 20 A 1 LVL 15, TAMPER SWITCH N 0.2 0.5 C ELV-3 CONTROLS 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: E1T16 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP SPACE R16J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: Yes VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: E1L16 R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR Motor 9.15 kVA 125% 11.43 kVA M = MOTOR DESIGNED CAPACITY: 77.77 kVA 94 A R 13.86 kVA 86% 11.93 kVA L = LIGHTING SPARE CAPACITY: 15% 15% N 17.78 kVA 100% 17.78 kVA K = KITCHEN TOTAL DEMAND LOAD: 67.63 kVA 81.3 A M 19.72 kVA 100% 19.72 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 65.92 kVA 79.3 A L 5.42 kVA 125% 6.77 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 23.72 kVA 24.11 kVA 18.09 kVA CIRCUIT NOTES 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 36 33 50 A 1 LVL 1, IWH-2 N 8.3 0 -- SPARE 1 20 A 34 31 30 A 1 LVL 1, IWH-1 N 5.6 0 -- SPARE 1 20 A 32 29 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 30 27 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 28 25 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 26 23 20 A 1 (F) LVL 1, LIGHTING L 2 0 -- SPARE 1 20 A 24 21 20 A 1 EXTERIOR SITE LIGHTING L 0.41 0 -- SPARE 1 20 A 22 19 20 A 1 LVL 1, LIGHTING L 1.36 0 -- SPARE 1 20 A 20 17 20 A 1 LVL P01, LIGHTING L 0.36 3.05 18 15 20 A 1 LVL P01, LIGHTING L 0.2 3.05 16 13 20 A 1 SPARE -- 0 3.05 M GARAGE DOOR 3 20 A 14 11 20 A 1 SPARE -- 0 3.05 12 9 20 A 1 LVL P01, LIGHTING L 0.4 3.05 10 7 20 A 1 LVL 1, LIGHTING L 0.34 3.05 M GARAGE DOOR 3 20 A 8 5 20 A 1 LVL 1, EXTERIOR BLDG LIGHTING L 0.13 9.5 6 3 20 A 1 LVL 1, LIGHTING L 0.15 8.56 4 1 20 A 1 LVL 1, EXTERIOR LIGHTING L 0.07 10.25 M; R; N TRANSFORMER 'T1' 3 50 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: MSWBD-HOUSE MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: EMERGENCY ELECTRICAL... BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: H1 R = RECEPTACLE Motor 0.7 kVA 125% 0.87 kVA N = NON-CONTINUOUS DESIGNED CAPACITY: 33.56 kVA 40 A R 10.62 kVA 97% 10.31 kVA M = MOTOR SPARE CAPACITY: 20% 20% N 11.49 kVA 100% 11.49 kVA L = LIGHTING TOTAL DEMAND LOAD: 27.96 kVA 33.6 A M 1.75 kVA 100% 1.75 kVA K = KITCHEN TOTAL CONNECTED LOAD: 27.39 kVA 32.9 A L 2.83 kVA 125% 3.54 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 9.07 kVA 9.33 kVA 8.98 kVA 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 -- -- SPACE -- 0 0 -- SPACE -- --34 31 -- -- SPACE -- 0 0 -- SPACE -- --32 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 18 15 20 A 1 SPARE -- 0 0.37 L L5 LIGHTING 1 20 A 16 13 20 A 1 SPARE -- 0 0.34 L L5 LIGHTING 1 20 A 14 11 20 A 1 SPARE -- 0 0.37 L L4 LIGHTING 1 20 A 12 9 20 A 1 SPARE -- 0 0.34 L L4 LIGHTING 1 20 A 10 7 20 A 1 SPARE -- 0 0.37 L L3 LIGHTING 1 20 A 8 5 8.24 0.37 L L3 LIGHTING 1 20 A 6 3 8.23 0.38 L L2 LIGHTING 1 20 A 4 1 70 A 3 TRANSFORMER 'T3'M; R; N 8.09 0.27 L L2 LIGHTING 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: MSWBD-HOUSE MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R03J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: H3 R = RECEPTACLE N = NON-CONTINUOUS Motor 1.18 kVA 125% 1.48 kVA MOTOR = LARGEST MOTOR R 23.76 kVA 71% 16.88 kVA M = MOTOR DESIGNED CAPACITY: 61.19 kVA 74 A N 9.05 kVA 100% 9.05 kVA L = LIGHTING SPARE CAPACITY: 20%20% M 5.72 kVA 100% 5.72 kVA K = KITCHEN TOTAL DEMAND LOAD: 50.99 kVA 61.3 A L 7.09 kVA 125% 8.87 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 55.8 kVA 67.1 A C 9 kVA 100% 9 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 19.89 kVA 19.47 kVA 16.44 kVA CIRCUIT NOTES 41 20 A 1 SPARE -- 0 0 -- SPACE -- --42 39 20 A 1 SPARE -- 0 0 -- SPACE -- --40 37 20 A 1 SPARE -- 0 0 -- SPACE -- --38 35 20 A 1 SPARE -- 0 0 -- SPACE -- --36 33 20 A 1 SPARE -- 0 0 -- SPACE -- --34 31 20 A 1 SPARE -- 0 0 -- SPACE -- --32 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 22 19 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 20 17 20 A 1 SPARE -- 0 0.11 L L7 POOL DECK LIGHTING 1 20 A 18 15 20 A 1 SPARE -- 0 0.01 L L7 LIGHTING 1 20 A 16 13 20 A 1 SPARE -- 0 0.17 L L7 LIGHTING 1 20 A 14 11 3 0.04 L L6 LIGHTING 1 20 A 12 9 3 0.01 L L6 LIGHTING 1 20 A 10 7 50 A 3 LVL 6, EWH-L06 C 3 0.44 L L6 LIGHTING 1 20 A 8 5 12.98 0.31 L L6 LIGHTING 1 20 A 6 3 13.45 3 L POOL AREA XF-05 LIGHTING 1 20 A 4 1 50 A 3 TRANSFORMER 'T6'M; R; N 13.28 3 L (F) LEVEL 6 LIGHTING 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: MSWBD-HOUSE MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R06J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: H6 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 398.35 kVA 479 A M = MOTOR SPARE CAPACITY: 15% 15% L = LIGHTING TOTAL DEMAND LOAD: 346.39 kVA 416.6 A K = KITCHEN TOTAL CONNECTED LOAD: 346.39 kVA 416.6 A N 346.39 kVA 100% 346.39 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 115.46 kVA 115.46 kVA 115.46 kVA 59 -- -- SPACE -- 0 0 -- SPACE -- --60 57 -- -- SPACE -- 0 0 -- SPACE -- --58 55 -- -- SPACE -- 0 0 -- SPACE -- --56 53 8.49 0 -- SPACE -- --54 51 8.49 0 -- SPACE -- --52 49 50 A 3 LVL 3, ACCU R03B.2 N 8.49 0 -- SPACE -- --50 47 6.3 2.84 48 45 6.3 2.84 46 43 40 A 3 LVL 3, ACCU R03B.1 N 6.3 2.84 N LVL 2, ACCU R03C 3 20 A 44 41 8.49 7.91 42 39 8.49 7.91 40 37 50 A 3 LVL 3, ACCU R02B.2 N 8.49 7.91 N LVL 2, ACCU R03A.2 3 40 A 38 35 6.3 3.64 36 33 6.3 3.64 34 31 40 A 3 LVL 3, ACCU R02B.1 N 6.3 3.64 N LVL 2, ACCU R03A.1 3 30 A 32 29 5.21 6.3 30 27 5.21 6.3 28 25 40 A 3 LVL 4, ACCU R04 N 5.21 6.3 N LVL 2, ACCU R01 3 40 A 26 23 7.91 8.49 24 21 7.91 8.49 22 19 50 A 3 LVL 5, ACCU R07A.2 N 7.91 8.49 N LVL 2, ACCU R02A.2 3 50 A 20 17 8.49 6.3 18 15 8.49 6.3 16 13 50 A 3 LVL 5, ACCU R07A.1 N 8.49 6.3 N LVL 2, ACCU R02A.1 3 40 A 14 11 5.85 7.91 12 9 5.85 7.91 10 7 40 A 3 LVL 5, ACCU R07B N 5.85 7.91 N LVL 6, ACCU R08B 3 50 A 8 5 9.18 5.85 6 3 9.18 5.85 4 1 50 A 3 LVL 5, ACCU R06 N 9.18 5.85 N LVL 6, ACCU R08A 3 40 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: MSWBD-HOUSE MAIN AMPS: 600 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R05J10 BUS RATING: 600 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: H5-MECH R = RECEPTACLE Motor 0.7 kVA 125% 0.87 kVA N = NON-CONTINUOUS DESIGNED CAPACITY: 17.56 kVA 21 A R 6.48 kVA 100% 6.48 kVA M = MOTOR SPARE CAPACITY: 20% 20% N 2.22 kVA 100% 2.22 kVA L = LIGHTING TOTAL DEMAND LOAD:14.63 kVA 17.6 A M 1.24 kVA 100% 1.24 kVA K = KITCHEN TOTAL CONNECTED LOAD: 13.69 kVA 16.5 A L 3.06 kVA 125% 3.83 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 4.61 kVA 4.66 kVA 4.42 kVA 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 SPARE -- 0 0 -- SPACE -- --18 15 20 A 1 SPARE -- 0 0 -- SPACE -- --16 13 20 A 1 SPARE -- 0 0 -- SPACE -- --14 11 20 A 1 SPARE -- 0 0 -- SPACE -- --12 9 20 A 1 SPARE -- 0 0 -- SPACE -- --10 7 20 A 1 SPARE -- 0 0 -- SPACE -- --8 5 3.4 1.02 L L10 LIGHTING 1 20 A 6 3 3.64 1.02 L L9 LIGHTING 1 20 A 4 1 50 A 3 TRANSFORMER 'T9'M; R; N 3.6 1.01 L L8 LIGHTING 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: MSWBD-HOUSE MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: H9 R = RECEPTACLE Motor 0.7 kVA 125% 0.87 kVA N = NON-CONTINUOUS DESIGNED CAPACITY: 19.91 kVA 24 A R 6.48 kVA 100% 6.48 kVA M = MOTOR SPARE CAPACITY: 20% 20% N 2.22 kVA 100% 2.22 kVA L = LIGHTING TOTAL DEMAND LOAD:16.59 kVA 20 A M 1.93 kVA 100% 1.93 kVA K = KITCHEN TOTAL CONNECTED LOAD: 15.4 kVA 18.5 A L 4.07 kVA 125% 5.09 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 4.93 kVA 5.02 kVA 5.46 kVA 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 SPARE -- 0 0 -- SPACE -- --18 15 20 A 1 SPARE -- 0 0 -- SPACE -- --16 13 20 A 1 SPARE -- 0 0 -- SPACE -- --14 11 20 A 1 L13 LIGHTING L 2.02 0 -- SPACE -- --12 9 20 A 1 L12 LIGHTING L 1.02 0 -- SPACE -- --10 7 20 A 1 L11 LIGHTING L 1.02 0 -- SPACE -- --8 5 3.43 0 -- SPACE -- --6 3 4 0 -- SPACE -- --4 1 50 A 3 TRANSFORMER 'T12'M; R; N 3.9 0 -- SPACE -- --2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: MSWBD-HOUSE MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: H12 H3H6H5-MECH H1H9H12 E1L10E1L13E1L16 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 6 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:01:53 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.8 PANELBOARD SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG Motor 0.7 kVA 125% 0.87 kVA R = RECEPTACLE R 7.38 kVA 100% 7.38 kVA N = NON-CONTINUOUS DESIGNED CAPACITY: 30.75 kVA 37 A N 1.82 kVA 100% 1.82 kVA M = MOTOR SPARE CAPACITY: 20% 20% M 2.53 kVA 100% 2.53 kVA L = LIGHTING TOTAL DEMAND LOAD:25.63 kVA 30.8 A L 2.26 kVA 125% 2.83 kVA K = KITCHEN TOTAL CONNECTED LOAD: 24.89 kVA 29.9 A C 10.2 kVA 100% 10.2 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 10.14 kVA 7.08 kVA 7.67 kVA 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 L15 DECK LIGHTING L 0.17 0 -- SPACE -- --18 15 20 A 1 ROOF LIGHTING L 0.02 0 -- SPACE -- --16 13 20 A 1 L15 LIGHTING C 1.2 0 -- SPACE -- --14 11 20 A 1 L15 LIGHTING L 1.05 0 -- SPACE -- --12 9 20 A 1 SPARE -- 0 0 -- SPACE -- --10 7 20 A 1 L14 LIGHTING L 1.02 0 -- SPACE -- --8 5 3.45 3 6 3 4.06 3 4 1 50 A 3 TRANSFORMER 'T15'M; R; N 4.92 3 C LVL 14, EWH-L14 3 50 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: MSWBD-HOUSE MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP SPACE R16J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: H16 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 32.16 kVA 89 A Motor 1.66 kVA 125% 2.07 kVA M = MOTOR SPARE CAPACITY: 20% 20% R 13.86 kVA 86% 11.93 kVA L = LIGHTING TOTAL DEMAND LOAD: 26.8 kVA 74.4 A N 3.88 kVA 100% 3.88 kVA K = KITCHEN TOTAL CONNECTED LOAD: 28.31 kVA 78.6 A M 8.91 kVA 100% 8.91 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 10.25 kVA 8.56 kVA 9.5 kVA 59 -- -- SPACE -- 0 0 -- SPACE -- --60 57 -- -- SPACE -- 0 0 -- SPACE -- --58 55 -- -- SPACE -- 0 0 -- SPACE -- --56 53 -- -- SPACE -- 0 0 -- SPACE -- --54 51 -- -- SPACE -- 0 0 -- SPACE -- --52 49 -- -- SPACE -- 0 0 -- SPACE -- --50 47 20 A 1 RETAIL 1 CONV. RECEPTACLES R 0.18 0 -- SPARE 1 20 A 48 45 20 A 1 PACKAGRE RM R01F16 RCPTS R 0.36 0 -- SPARE 1 20 A 46 43 20 A 1 LVL 01, RETAIL 3 RCPTS R 0.36 0.05 N TRAP PRIMER, VESTIBULE 1 20 A 44 41 1.12 0.05 N FCS-1, PLUMBING ROOM 1 20 A 42 39 20 A 2 LVL P01, SIU-P1-02, SOU-P1-02 N 1.12 0.05 N TRAP PRIMER, VESTIBULE 1 20 A 40 37 20 A 1 LVL 01, EF-1-3 M 1.92 0.1 N TRAP PRIMER, PLUMBING ROOM 1 20 A 38 35 20 A 1 LVL 1 RETAIL 2 RCPT R 0.54 0.9 R LVL 1 RESIDENTIAL STOR. - RECEPTS 1 20 A 36 33 20 A 1 LVL 1 RETAIL 4 RCPTS R 0.36 0.15 34 31 20 A 1 EXTERIOR UTILITY YARD RCPT R 0.54 0.15 N IRRIGATION BOOSTER PUMP 2 20 A 32 29 20 A 1 LVL 1 CONV RCPT R 1.08 0.3 N IRRIGATION CONTROLLER 1 20 A 30 27 20 A 1 LVL 1 BOH CONV RCPT R 0.72 0.3 N LVL 1, LCP 1 20 A 28 25 20 A 1 MAIN ELECTRICAL ROOM - RECEPTS M 0.15 0.23 26 23 20 A 1 LVL 1 FUTURE LOAD R 0.9 0.23 N LVL 1, FC-01-01 2 20 A 24 21 20 A 1 LVL 1 BOH CONV RCPT R 0.72 1.66 M GARAGE ENTRY GATE 1 20 A 22 19 20 A 1 LVL 1 FUTURE LOAD R 0.36 1.66 M GARAGE ENTRY GATE 1 20 A 20 17 20 A 1 LVL 1 FUTURE LOAD R 0.54 1.66 M GARAGE ENTRY GATE 1 20 A 18 15 20 A 1 LVL 1 FUTURE LOAD R 0.72 1.66 M GARAGE ENTRY GATE 1 20 A 16 13 20 A 1 LVL 1 FUTURE LOAD R 0.72 1.66 M TRASH O/H DOOR 1 20 A 14 11 20 A 1 LVL 1 FUTURE LOAD R 0.72 0.02 M LVL 01, EF-1-2 1 20 A 12 9 20 A 1 LVL 1 FUTURE LOAD R 0.18 0.02 M LVL 01, EF-1-1 1 20 A 10 7 20 A 1 LVL P01 CONV RCPT M; R 1.44 0.01 8 5 20 A 1 LVL P01 CONV RCPT R 1.26 0.01 N LVL 1, BCC-3C-01 2 20 A 6 3 20 A 1 LVL P01 CONV RCPT R 0.54 0.01 4 1 20 A 1 LVL P01 CONV RCPT R 0.9 0.01 N LVL 1, BCC-1-01, 1-02 2 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: T1 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: EMERGENCY ELECTRICAL... BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: L1A R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 233.28 kVA 648 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 194.4 kVA 539.6 A K = KITCHEN TOTAL CONNECTED LOAD: 194.4 kVA 539.6 A C 194.4 kVA 100% 194.4 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 68.4 kVA 64.8 kVA 61.2 kVA 59 -- -- SPACE -- 0 0 -- SPACE -- --60 57 -- -- SPACE -- 0 0 -- SPACE -- --58 55 3.6 0 -- SPACE -- --56 53 40 A 2 N MEP RP01E25 C 3.6 0 -- SPACE -- --54 51 3.6 3.6 52 49 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 50 47 3.6 3.6 48 45 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 46 43 3.6 3.6 44 41 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 42 39 3.6 3.6 40 37 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 38 35 3.6 3.6 36 33 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 34 31 3.6 3.6 32 29 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 30 27 3.6 3.6 28 25 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 26 23 3.6 3.6 24 21 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 22 19 3.6 3.6 20 17 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 18 15 3.6 3.6 16 13 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 14 11 3.6 3.6 12 9 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 10 7 3.6 3.6 8 5 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 6 3 3.6 3.6 4 1 40 A 2 EVCS LEVEL P01 C 3.6 3.6 C EVCS LEVEL P01 2 40 A 2 CKT TRIP POLE DESCRIPTION TYPE A B C TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: T1EV MAIN AMPS: 1,000 A MCB FEED-THRU LUGS: No LOCATION: MDP HOUSE RB1F12 BUS RATING: 1,000 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: L1EV R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 29.31 kVA 81 A Motor 0.7 kVA 125% 0.87 kVA L = LIGHTING SPARE CAPACITY:20% 20% R 10.62 kVA 97% 10.31 kVA K = KITCHEN TOTAL DEMAND LOAD:24.42 kVA 67.8 A N 11.49 kVA 100% 11.49 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 24.56 kVA 68.2 A M 1.75 kVA 100% 1.75 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 8.09 kVA 8.23 kVA 8.24 kVA CIRCUIT NOTES 41 20 A 1 SPARE -- 0 0 -- SPACE -- --42 39 20 A 1 SPARE -- 0 0 -- SPACE -- --40 37 20 A 1 SPARE -- 0 0 -- SPACE -- --38 35 20 A 1 SPARE -- 0 0 -- SPACE -- --36 33 20 A 1 SPARE -- 0 0.18 M LVL 3, CONDENSATE PUMP 1 20 A 34 31 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 32 29 20 A 1 LVL 4 RCPT R 1.08 0.18 M LVL 4, CONDENSATE PUMP 1 20 A 30 27 20 A 1 LVL 4 RCPT R 0.72 1.97 28 25 20 A 1 LVL 4 RCPT R 0.54 1.97 N LVL P01, SIU-P1-01, SOU-P1-01 2 30 A 26 23 20 A 1 LVL 4 RCPT R 0.54 1.96 24 21 20 A 1 LVL 4 RCPT R 0.72 1.96 N LVL 1, SIU-1-02, SOU-1-02 2 30 A 22 19 20 A 1 LVL 3 RCPT R 1.08 1.12 20 17 20 A 1 LVL 3 RCPT R 0.72 1.12 N LVL 3, SIU-3-01, SOU-3-01 2 20 A 18 15 20 A 1 LVL 3 RCPT R 0.54 0.7 M LVL 4 MAG DOOR 1 20 A 16 13 20 A 1 LVL 3 RCPT R 0.72 0.7 M LVL 3 MAG DOOR 1 20 A 14 11 20 A 1 LVL 3 RCPT R 0.72 0.7 M LVL 2 MAG DOOR 1 20 A 12 9 20 A 1 LVL 2 RCPT R 0.9 0 M LVL 3 - ROLLING GATE 1 20 A 10 7 20 A 1 LVL 2 RCPT R 0.54 0.69 8 5 20 A 1 LVL 2 RCPT R 0.54 0.69 N LVL 2, 3, 4, FC-04-02, FC-04-03, FC-04-04 2 20 A 6 3 20 A 1 LVL 2 RCPT R 0.54 0.01 4 1 20 A 1 LVL 2 RCPT R 0.72 0.01 N LVL 4, BCC-4-01 2 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: T3 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R03J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: L3A H16L6A L1AL3AL1EV 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 32.05 kVA 89 A Motor 4.68 kVA 125% 5.85 kVA L = LIGHTING SPARE CAPACITY: 25% 25% R 0.72 kVA 100% 0.72 kVA K = KITCHEN TOTAL DEMAND LOAD: 25.64 kVA 71.2 A N 8.04 kVA 100% 8.04 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 24.47 kVA 67.9 A M 11.03 kVA 100% 11.03 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 6.53 kVA 10.92 kVA 7.02 kVA CIRCUIT NOTES 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 -- -- SPACE -- 0 0 -- SPACE -- --34 31 -- -- SPACE -- 0 0 -- SPACE -- --32 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 28 25 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 26 23 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 24 21 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 22 19 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 20 17 20 A 1 LVL 7, POOL PANEL N 1.5 1.56 18 15 20 A 1 INTELLICENTER CONTROL N 2.08 1.56 16 13 20 A 1 GFCI RECEPTACLE R 0.18 1.56 M BOOSTER PUMP - SPA 3 20 A 14 11 20 A 1 POOL SANITIZING SYSTEM... R 0.54 0.3 N POOL EQUIPMENT RM. CIRC FOR TP-2 1 20 A 12 9 20 A 1 CHEMISTRY CONTROLLER - POOL N 2.08 2.08 N CHEMISTRY CONTROLLER - SPA 1 20 A 10 7 20 A 1 HEATER - POOL M 0.83 0.83 M HEATER - SPA 1 20 A 8 5 1.56 1.56 6 3 1.56 1.56 4 1 20 A 3 CIRCULATION PUMP - POOL M 1.56 1.56 M CIRCULATION PUMP - SPA 3 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: T-POOL MAIN AMPS: 150 A MCB FEED-THRU LUGS: No LOCATION: POOL EQUIPMENT R06J11 BUS RATING: 200 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: L-POOL L-POOL R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 39.75 kVA 110 A Motor 1.18 kVA 125% 1.48 kVA M = MOTOR SPARE CAPACITY: 20% 20% R 23.76 kVA 71% 16.88 kVA L = LIGHTING TOTAL DEMAND LOAD: 33.13 kVA 91.9 A N 9.05 kVA 100% 9.05 kVA K = KITCHEN TOTAL CONNECTED LOAD: 39.71 kVA 110.2 A M 5.72 kVA 100% 5.72 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 13.28 kVA 13.45 kVA 12.98 kVA 83 -- -- SPACE -- 0 0 -- SPACE -- --84 81 -- -- SPACE -- 0 0 -- SPACE -- --82 79 -- -- SPACE -- 0 0 -- SPACE -- --80 77 -- -- SPACE -- 0 0 -- SPACE -- --78 75 20 A 1 SPARE -- 0 0 -- SPACE -- --76 73 20 A 1 SPARE -- 0 0 -- SPACE -- --74 71 20 A 1 SPARE -- 0 0 -- SPACE -- --72 69 20 A 1 LVL 7 FUTURE LOAD R 0.72 0.3 N LVL 6, LIGHTING CONTROL PNL 1 20 A 70 67 0.36 0 -- SPACE -- --68 65 20 A 2 LVL 7 FUTURE AC LOAD M 0.36 0.72 R LVL 7 FUTURE LOAD 1 20 A 66 63 0.36 0.72 R LVL 7 FUTURE LOAD 1 20 A 64 61 20 A 2 LVL 7 FUTURE AC LOAD M 0.36 0.72 R LVL 7 FUTURE LOAD 1 20 A 62 59 20 A 1 LVL 7 FUTURE LOAD R 0.72 0.72 R LVL 7 FUTURE LOAD 1 20 A 60 57 20 A 1 LVL 7 FUTURE LOAD R 0.18 0.72 R LVL 7 FUTURE LOAD 1 20 A 58 55 20 A 1 LVL 7 FUTURE LOAD R 0.72 0.72 R LVL 7 FUTURE LOAD 1 20 A 56 53 20 A 1 LVL 6 RCPT R 0.18 0.54 R LVL 7 FUTURE LOAD 1 20 A 54 51 20 A 1 LVL 6 RCPT R 0.54 0.9 R LVL 7 RCPT CORR 1 20 A 52 49 20 A 1 LVL 6 RCPT R 0.9 0.72 R LVL 7 RCPT E LOBBY 1 20 A 50 47 20 A 1 LVL 6 RCPT R 0.9 0.54 R LVL 7 RCPT W LOBBY 1 20 A 48 45 20 A 1 LVL 6 & 7 FUTURE LOAD R 1.08 0.9 R LVL 7, FIRE PIT 1 20 A 46 43 20 A 1 LVL 6 FUTURE LOAD R 0.54 0.9 R LVL 7, BBQ 1 20 A 44 41 20 A 1 LVL 6 FUTURE LOAD R 0.18 0.18 R LVL 6 FUTURE LOAD 1 20 A 42 39 20 A 1 LVL 6 FUTURE LOAD R 0.18 0.9 R LVL 6 RESIDENTIAL STORAGE RECEPTS 1 20 A 40 37 20 A 1 LVL 6 FUTURE LOAD R 0.18 1.18 M LVL 6, EF-6-1 1 20 A 38 35 20 A 1 LVL 6 FUTURE LOAD R 0.18 1.97 36 33 20 A 1 LVL 6 FUTURE LOAD R 0.18 1.97 N LVL 5, SIU-5-01, SOU-5-01 2 30 A 34 31 20 A 1 LEVEL 6 PATIO - RECEPETACLES R 0.36 1.12 32 29 20 A 1 LVL 6 FUTURE LOAD R 0.18 1.12 N LVL 4, SIU-4-01, SOU-4-01 2 20 A 30 27 20 A 1 LVL 6 FUTURE LOAD R 0.36 0.92 28 25 20 A 1 LVL 6 FUTURE LOAD R 0.18 0.92 N LVL 5, 6, 7, FC-04-05FC-06-06, FC-06-07, FC-7A-07 2 20 A 26 23 0.09 0.04 24 21 20 A 2 LVL 6 MECHANICAL FUTURE LOAD M 0.09 0.04 N LVL 7, BCC-7A-01,7A-02,7B-01,7B-02 2 20 A 22 19 20 A 1 LVL 6 FUTURE LOAD R 0.18 0.36 M; R LVL 7, COND PMP, REC 1 20 A 20 17 20 A 1 LVL 6 RCPT R 1.08 0.03 18 15 20 A 1 LVL 7 MAG DOOR M 0.7 0.03 N LVL 7, FC-7 2 20 A 16 13 20 A 1 LVL 6 MAG DOOR M 0.7 0.5 N LVL 6, PRV STN 1 20 A 14 11 20 A 1 LVL 5 MAG DOOR M 0.7 1.66 M LVL 6, CP-L05 1 25 A 12 9 20 A 1 LVL 5 RCPT R 0.9 0.02 10 7 20 A 1 LVL 5 RCPT R 1.08 0.02 N LVL 6, BCC-6-01,6-02 2 20 A 8 5 20 A 1 LVL 5 RCPT R 0.54 0.36 M; R LVL 6, COND PMP, REC 1 20 A 6 3 20 A 1 LVL 5 RCPT R 0.72 0.03 4 1 20 A 1 LVL 5 RCPT R 0.54 0.03 N LVL 6, FC-6 2 15 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: T6 MAIN AMPS: 150 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R06J10 BUS RATING: 225 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: L6A 66 6 6 6 6 6 6 6 6 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:01:56 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.9 PANELBOARD SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 12.97 kVA 36 A Motor 0.7 kVA 125% 0.87 kVA L = LIGHTING SPARE CAPACITY:20% 20% R 6.48 kVA 100% 6.48 kVA K = KITCHEN TOTAL DEMAND LOAD: 10.81 kVA 30 A N 2.22 kVA 100% 2.22 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 10.63 kVA 29.5 A M 1.24 kVA 100% 1.24 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 3.6 kVA 3.64 kVA 3.4 kVA CIRCUIT NOTES 41 20 A 1 SPARE -- 0 0 -- SPACE -- --42 39 20 A 1 SPARE -- 0 0 -- SPACE -- --40 37 20 A 1 SPARE -- 0 0 -- SPACE -- --38 35 20 A 1 SPARE -- 0 0 -- SPACE -- --36 33 20 A 1 SPARE -- 0 0 -- SPACE -- --34 31 20 A 1 SPARE -- 0 0 -- SPACE -- --32 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0.36 M; R LVL 10, COND PMP& REC 1 20 A 26 23 20 A 1 LVL, LIGHTING CONTROL PANEL N 0.3 0.36 M; R LVL 9, COND PMP& REC 1 20 A 24 21 20 A 1 LVL 9 MAG DOOR M 0.7 0.36 M; R LVL 8, COND PMP& REC 1 20 A 22 19 20 A 1 LVL 8 MAG DOOR M 0.7 0.03 20 17 20 A 1 LVL 10 RCPT R 0.54 0.03 N LVL 10, BCC-10A-01,10A-02,10B-01,10B-02 2 20 A 18 15 20 A 1 LVL 10 RCPT R 0.9 0.03 16 13 20 A 1 LVL 10 RCPT R 0.54 0.03 N LVL 9, BCC-9A-01,9A-02,9B-01,9B-02 2 20 A 14 11 20 A 1 LVL 9 RCPT R 0.54 0.03 12 9 20 A 1 LVL 9 RCPT R 0.9 0.03 N LVL 8, BCC-8A-01,8A-02,8B-01,8B-02 2 20 A 10 7 20 A 1 LVL 9 RCPT R 0.54 0.69 8 5 20 A 1 LVL 8 RCPT R 0.9 0.69 N LVL 8,9,10, FC-8A-08, FC-9A-09, FC-10A-10 2 20 A 6 3 20 A 1 LVL 8 RCPT R 0.54 0.17 4 1 20 A 1 LVL 8 RCPT R 0.54 0.17 N LVL 8,9,10, FC-8, FC-9, FC-10 2 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: T9 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: L9A R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 13.8 kVA 38 A Motor 0.7 kVA 125% 0.87 kVA M = MOTOR SPARE CAPACITY: 20%20% R 6.48 kVA 100% 6.48 kVA L = LIGHTING TOTAL DEMAND LOAD:11.5 kVA 31.9 A N 2.22 kVA 100% 2.22 kVA K = KITCHEN TOTAL CONNECTED LOAD: 11.33 kVA 31.4 A M 1.93 kVA 100% 1.93 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 3.9 kVA 4 kVA 3.43 kVA 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 36 33 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 34 31 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 32 29 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 30 27 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 28 25 20 A 1 LVL 12, LIGHTING CONTROL PANEL N 0.3 0.36 M; R LVL 13, COND PMP& REC 1 20 A 26 23 20 A 1 LVL 13 MAG DOOR M 0.7 0.36 M; R LVL 12, COND PMP& REC 1 20 A 24 21 20 A 1 LVL 12 MAG DOOR M 0.7 0.36 M; R LVL 11, COND PMP& REC 1 20 A 22 19 20 A 1 LVL 11 MAG DOOR M 0.7 0.03 20 17 20 A 1 LVL 13 RCPT R 0.54 0.03 N LVL 13, BCC-13A-01,13A-02,13B-01,13B-02 2 20 A 18 15 20 A 1 LVL 13 RCPT R 0.9 0.03 16 13 20 A 1 LVL 13 RCPT R 0.54 0.03 N LVL 12, BCC-12A-01,12A-02,12B-01,12B-02 2 20 A 14 11 20 A 1 LVL 12 RCPT R 0.54 0.03 12 9 20 A 1 LVL 12 RCPT R 0.9 0.03 N LVL 11, BCC-11A-01,11A-02,11B-01,11B-02 2 20 A 10 7 20 A 1 LVL 12 RCPT R 0.54 0.69 8 5 20 A 1 LVL 11 RCPT R 0.54 0.69 N LVL 11,12,13 FC-11A-11, FC-12A-12, FC-13A-13 2 20 A 6 3 20 A 1 LVL 11 RCPT R 0.9 0.17 4 1 20 A 1 LVL 11 RCPT R 0.54 0.17 N LVL 11,12,13 FC-11,FC-12,FC-13 2 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: T12 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: L12A R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 15.12 kVA 42 A Motor 0.7 kVA 125% 0.87 kVA L = LIGHTING SPARE CAPACITY:20% 20% R 7.38 kVA 100% 7.38 kVA K = KITCHEN TOTAL DEMAND LOAD: 12.6 kVA 35 A N 1.82 kVA 100% 1.82 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 12.42 kVA 34.5 A M 2.53 kVA 100% 2.53 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 4.92 kVA 4.06 kVA 3.45 kVA CIRCUIT NOTES 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 20 A 1 SPARE -- 0 0 -- SPACE -- --36 33 20 A 1 SPARE -- 0 0 -- SPACE -- --34 31 20 A 1 SPARE -- 0 0 -- SPACE -- --32 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 LVL 15 MAG DOOR M 0.7 0 -- SPACE -- --24 21 20 A 1 LVL 14 MAG DOOR M 0.7 0.5 N LVL 14, PRV STN 1 20 A 22 19 20 A 1 ROOF RCPT R 0.36 1.66 M LVL 14, CP-L10 1 25 A 20 17 20 A 1 ROOF RCPT R 0.9 0.36 M; R LVL 14, COND PMP& REC 1 20 A 18 15 20 A 1 ROOF RCPT R 1.08 0.03 16 13 20 A 1 LVL 15 RCPT R 1.08 0.03 N LVL 15, BCC-15A-01,15A-02,15B-01,15B-02 2 20 A 14 11 20 A 1 LVL 15 FUTURE LOAD R 0.36 0.46 12 9 20 A 1 LVL 15 FUTURE LOAD R 0.36 0.46 N LVL 14, 15, FC-14A 14, FC-15A-15 2 20 A 10 7 20 A 1 LVL 15 RCPT R 1.08 0.14 8 5 20 A 1 LVL 15 RCPT R 0.54 0.14 N LVL 14, ROOF, FC-14, FC-16 2 20 A 6 3 20 A 1 LVL 14 RCPT R 0.9 0.03 4 1 20 A 1 LVL 14 RCPT R 0.54 0.03 N LVL 14, BCC-14A-01,14A-02,14B-01,14B-02 2 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: T16 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP SPACE R16J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: L16A R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 99.82 kVA 120 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 83.18 kVA 100.1 A Motor 28.27 kVA 125% 35.33 kVA K = KITCHEN TOTAL CONNECTED LOAD: 76.12 kVA 91.6 A M 47.85 kVA 100% 47.85 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 25.37 kVA 25.37 kVA 25.37 kVA 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 -- -- SPACE -- 0 0 -- SPACE -- --34 31 -- -- SPACE -- 0 0 -- SPACE -- --32 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 9.42 0 -- SPACE -- --24 21 9.42 0 -- SPACE -- --22 19 60 A 3 LVL P01, GSF-1 M 9.42 0 -- SPACE -- --20 17 20 A 1 LVL P01, GTF-7,8,9 M 1.68 0 -- SPACE -- --18 15 20 A 1 LVL P01, GTF-4,5,6 M 1.68 0 -- SPACE -- --16 13 20 A 1 LVL P01, GTF-1,2,3 M 1.68 0 -- SPACE -- --14 11 2.63 0 -- SPARE 1 20 A 12 9 2.63 0 -- SPARE 1 20 A 10 7 15 A 3 JP-1, JOCKEY PUMP M 2.63 0 -- SPARE 1 20 A 8 5 5.82 5.82 6 3 5.82 5.82 4 1 40 A 3 LVL P01, GEF-2 M 5.82 5.82 M LVL P01, GEF-1 3 40 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: DP-S1H1 MAIN AMPS: 200 A MCB FEED-THRU LUGS: No LOCATION: EMERGENCY ELECTRICAL... BUS RATING: 200 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1H1 R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 8.52 kVA 10 A L = LIGHTING SPARE CAPACITY: 20% 20% K = KITCHEN TOTAL DEMAND LOAD: 7.1 kVA 8.5 A N 6.5 kVA 100% 6.5 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 7.1 kVA 8.5 A C 0.6 kVA 100% 0.6 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 2.45 kVA 2.45 kVA 2.2 kVA CIRCUIT NOTES 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 -- -- SPACE -- 0 0 -- SPACE -- --34 31 -- -- SPACE -- 0 0 -- SPACE -- --32 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 20 A 1 SPARE -- 0 0 -- SPACE -- --18 15 20 A 1 SPARE -- 0 0 -- SPACE -- --16 13 20 A 1 SPARE -- 0 0 -- SPACE -- --14 11 20 A 1 SPARE -- 0 0 -- SPACE -- --12 9 20 A 1 SPARE -- 0 0 -- SPACE -- --10 7 20 A 1 SPARE -- 0 0 -- SPACE -- --8 5 2.2 0 -- SPACE -- --6 3 2.45 0 -- SPACE -- --4 1 50 A 3 TRANSFORMER 'S1T4' C; N 2.45 0 -- SPACE -- --2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (S1H4,7,10,13) N MAIN AMPS: 200 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R04J10 BUS RATING: 200 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1H4 L12AS1H1S1L4 L9AL16AS1H4 S1L7S1L10S1L13 R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 8.52 kVA 24 A L = LIGHTING SPARE CAPACITY: 20% 20% K = KITCHEN TOTAL DEMAND LOAD: 7.1 kVA 19.7 A N 6.5 kVA 100% 6.5 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 7.1 kVA 19.7 A C 0.6 kVA 100% 0.6 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 2.45 kVA 2.45 kVA 2.2 kVA CIRCUIT NOTES 41 20 A 1 SPARE -- 0 0 -- SPACE -- --42 39 20 A 1 SPARE -- 0 0 -- SPACE -- --40 37 20 A 1 SPARE -- 0 0 -- SPACE -- --38 35 20 A 1 SPARE -- 0 0 -- SPACE -- --36 33 20 A 1 SPARE -- 0 0 -- SPACE -- --34 31 20 A 1 SPARE -- 0 0 -- SPACE -- --32 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 LVL 5, SMOKE CUIRTAIN C 0.2 0 -- SPACE -- --24 21 20 A 1 LVL 4, SMOKE CUIRTAIN C 0.2 0 -- SPACE -- --22 19 20 A 1 LVL 3, SMOKE CUIRTAIN C 0.2 0 -- SPACE -- --20 17 20 A 1 LVL 5, SECURITY N 0.5 0 -- SPARE 1 20 A 18 15 0.75 0 -- SPARE 1 20 A 16 13 20 A 2 LVL 5, AV N 0.75 0 -- SPARE 1 20 A 14 11 0.75 0 -- SPARE 1 20 A 12 9 20 A 2 LVL 5, IT N 0.75 0 -- SPARE 1 20 A 10 7 0.75 0 -- SPARE 1 20 A 8 5 20 A 2 LVL 5, AV N 0.75 0 -- SPARE 1 20 A 6 3 0.75 0 -- SPARE 1 20 A 4 1 20 A 2 LVL 5, IT N 0.75 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: S1T4 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R04J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1L4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 8.88 kVA 25 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 7.4 kVA 20.5 A N 6.8 kVA 100% 6.8 kVA K = KITCHEN TOTAL CONNECTED LOAD: 7.4 kVA 20.5 A C 0.6 kVA 100% 0.6 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 2.75 kVA 2.45 kVA 2.2 kVA 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 LVL 14, SECURITY N 0.5 0 -- SPACE -- --18 15 0.75 0 -- SPACE -- --16 13 20 A 2 LVL 14, AV N 0.75 0 -- SPACE -- --14 11 0.75 0 -- SPACE -- --12 9 20 A 2 LVL 14, IT N 0.75 0 -- SPACE -- --10 7 0.75 0.3 N LVL 12, BMS PANEL 1 20 A 8 5 20 A 2 LVL 14, AV N 0.75 0.2 C LVL 14, SMOKE CUIRTAIN 1 20 A 6 3 0.75 0.2 C LVL 13, SMOKE CUIRTAIN 1 20 A 4 1 20 A 2 LVL 14, IT N 0.75 0.2 C LVL 12, SMOKE CUIRTAIN 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: S1T13 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1L13 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 9.25 kVA 26 A M = MOTOR SPARE CAPACITY: 25% 25% L = LIGHTING TOTAL DEMAND LOAD: 7.4 kVA 20.5 A N 6.8 kVA 100% 6.8 kVA K = KITCHEN TOTAL CONNECTED LOAD: 7.4 kVA 20.5 A C 0.6 kVA 100% 0.6 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 2.75 kVA 2.45 kVA 2.2 kVA 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 LVL 11, SECURITY N 0.5 0 -- SPACE -- --18 15 0.75 0 -- SPACE -- --16 13 20 A 2 LVL 11, AV N 0.75 0 -- SPACE -- --14 11 0.75 0 -- SPACE -- --12 9 20 A 2 LVL 11, IT N 0.75 0 -- SPACE -- --10 7 0.75 0.3 N BMS PANEL 1 20 A 8 5 20 A 2 LVL 11, AV N 0.75 0.2 C LVL 11, SMOKE CUIRTAIN 1 20 A 6 3 0.75 0.2 C LVL 10, SMOKE CUIRTAIN 1 20 A 4 1 20 A 2 LVL 11, IT N 0.75 0.2 C LVL 9, SMOKE CUIRTAIN 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: S1T10 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: Room R15 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1L10 R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 8.88 kVA 25 A M = MOTOR SPARE CAPACITY: 20% 20% L = LIGHTING TOTAL DEMAND LOAD: 7.4 kVA 20.5 A N 6.8 kVA 100% 6.8 kVA K = KITCHEN TOTAL CONNECTED LOAD: 7.4 kVA 20.5 A C 0.6 kVA 100% 0.6 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 2.75 kVA 2.45 kVA 2.2 kVA 29 -- -- SPACE -- 0 0 -- SPARE 1 20 A 30 27 -- -- SPACE -- 0 0 -- SPARE 1 20 A 28 25 -- -- SPACE -- 0 0 -- SPARE 1 20 A 26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 LVL 8, SECURITY N 0.5 0 -- SPACE -- --18 15 0.75 0 -- SPACE -- --16 13 20 A 2 LVL 8, AV N 0.75 0 -- SPACE -- --14 11 0.75 0 -- SPACE -- --12 9 20 A 2 LVL 8, IT N 0.75 0 -- SPACE -- --10 7 0.75 0.3 N LVL 6, BMS PNL 1 20 A 8 5 20 A 2 LVL 8, AV N 0.75 0.2 C LVL 8, SMOKE CUIRTAIN 1 20 A 6 3 0.75 0.2 C LVL 7, SMOKE CUIRTAIN 1 20 A 4 1 20 A 2 LVL 8, IT N 0.75 0.2 C LVL 6, SMOKE CUIRTAIN 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: S1T7 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R07J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1L7 6 6 6 6 6 666 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:01:59 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.10 PANELBOARD SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG R = RECEPTACLE N = NON-CONTINUOUS DESIGNED CAPACITY: 57.99 kVA 161 A R 1.08 kVA 100% 1.08 kVA M = MOTOR SPARE CAPACITY: 20% 20% N 46.55 kVA 100% 46.55 kVA L = LIGHTING TOTAL DEMAND LOAD: 48.33 kVA 134.1 A M 0.3 kVA 100% 0.3 kVA K = KITCHEN TOTAL CONNECTED LOAD: 48.33 kVA 134.1 A C 0.4 kVA 100% 0.4 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND... LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 16.25 kVA 16.43 kVA 15.65 kVA 59 6.67 0 -- SPACE -- --60 57 6.67 0 -- SPACE -- --58 55 100 A 3 GENERATOR LOAD CENTER N 6.67 0 -- SPACE -- --56 53 20 A 1 SPARE -- 0 0 -- SPACE -- --54 51 20 A 1 SPARE -- 0 0 -- SPACE -- --52 49 20 A 1 SPARE -- 0 0 -- SPACE -- --50 47 20 A 1 SPARE -- 0 0 -- SPACE -- --48 45 20 A 1 SPARE -- 0 0 -- SPARE 1 20 A 46 43 20 A 1 SPARE -- 0 0.3 N LVL 2, BMS 1 20 A 44 41 20 A 1 ELEVATOR 1,2 PIT - RECEPT R 0.36 0.3 N LVL 1, BMS 1 20 A 42 39 20 A 1 ELEVATOR 3 PIT - RECEPT R 0.18 0.5 N LVL P01, SECURITY 1 20 A 40 37 20 A 1 LVL 02, SMOKE CURTAIN C 0.2 0.75 38 35 20 A 1 LVL 01, SMOKE CURTAIN C 0.2 0.75 N LVL P01, AV 2 20 A 36 33 20 A 1 SPARE -- 0 0.75 34 31 0 0.75 N LVL P01, IT 2 20 A 32 29 20 A 2 SPARE --0 0.75 30 27 0 0.75 N LVL P01, AV 2 20 A 28 25 20 A 2 SPARE --0 0.75 26 23 1.12 0.75 N LVL P01, IT 2 20 A 24 21 20 A 2 LVL P01, SIU-P1-03, SOU-P1-03 N 1.12 0.05 M LVL P01, SIU-3 CONDENSATE PUMP 1 20 A 22 19 1.97 0.1 M LVL P01, SIU-8 CONDENSATE PUMP 1 20 A 20 17 30 A 2 LVL P01, SIU-P1-04, SOU-P1-04 N 1.97 0.05 M LVL 1, SIU-2 CONDENSATE PUMP 1 20 A 18 15 1.96 0.18 R FIRE PUMP ROOM RCPT 1 20 A 16 13 30 A 2 LVL 1, SIU-1-03, SOU-1-03 N 1.96 0.5 N JOCKEY PUMP CONTROLS 1 20 A 14 11 1.97 0.36 R LVL 1, ELEC RM RCPT 1 20 A 12 9 30 A 2 LVL P01, LVL 1, SIU-1-01, SOU-1-01 N 1.97 0.3 N LVL P01, SE-1,2 CONTROL PANEL 1 20 A 10 7 0 0.3 N LVL P01, SP-1,2 CONTROL PANEL 1 20 A 8 5 20 A 2 SPARE --0 0.4 N LVL 1, POWERED DOOR 1 20 A 6 3 1.96 0.05 M LVL 1, SIU-5 CONDENSATE PUMP 1 20 A 4 1 30 A 2 LVL 1, SIU-1-04, SOU-1-04 N 1.96 0.05 M LVL 1, SIU-1 CONDENSATE PUMP 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: S1T1 MAIN AMPS: 400 A MCB FEED-THRU LUGS: No LOCATION: EMERGENCY ELECTRICAL... BUS RATING: 400 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1L1 S1H13 R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 8.88 kVA 11 A L = LIGHTING SPARE CAPACITY: 20% 20% K = KITCHEN TOTAL DEMAND LOAD: 7.4 kVA 8.9 A N 6.8 kVA 100% 6.8 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 7.4 kVA 8.9 A C 0.6 kVA 100% 0.6 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 2.75 kVA 2.45 kVA 2.2 kVA CIRCUIT NOTES 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 -- -- SPACE -- 0 0 -- SPACE -- --34 31 -- -- SPACE -- 0 0 -- SPACE -- --32 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 -- -- SPACE -- 0 0 -- SPACE -- --18 15 -- -- SPACE -- 0 0 -- SPACE -- --16 13 -- -- SPACE -- 0 0 -- SPACE -- --14 11 -- -- SPACE -- 0 0 -- SPACE -- --12 9 -- -- SPACE -- 0 0 -- SPACE -- --10 7 -- -- SPACE -- 0 0 -- SPACE -- --8 5 2.2 0 -- SPARE 1 20 A 6 3 2.45 0 -- SPARE 1 20 A 4 1 50 A 3 TRANSFORMER 'S1T7' C; N 2.75 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (S1H4,7,10,13) N MAIN AMPS: 200 A MCB FEED-THRU LUGS: No LOCATION: MEP ROOM R07J10 BUS RATING: 200 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1H7 R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 8.88 kVA 11 A L = LIGHTING SPARE CAPACITY: 20% 20% K = KITCHEN TOTAL DEMAND LOAD: 7.4 kVA 8.9 A N 6.8 kVA 100% 6.8 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 7.4 kVA 8.9 A C 0.6 kVA 100% 0.6 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 2.75 kVA 2.45 kVA 2.2 kVA CIRCUIT NOTES 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 -- -- SPACE -- 0 0 -- SPACE -- --34 31 -- -- SPACE -- 0 0 -- SPACE -- --32 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 -- -- SPACE -- 0 0 -- SPACE -- --18 15 -- -- SPACE -- 0 0 -- SPACE -- --16 13 -- -- SPACE -- 0 0 -- SPACE -- --14 11 -- -- SPACE -- 0 0 -- SPACE -- --12 9 -- -- SPACE -- 0 0 -- SPACE -- --10 7 -- -- SPACE -- 0 0 -- SPACE -- --8 5 2.2 0 -- SPARE 1 20 A 6 3 2.45 0 -- SPARE 1 20 A 4 1 50 A 3 TRANSFORMER 'S1T10' C; N 2.75 0 -- SPARE 1 20 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (S1H4,7,10,13) N MAIN AMPS: 200 A MCB FEED-THRU LUGS: No LOCATION: Room R15 BUS RATING: 200 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1H10 R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR Motor 0.91 kVA 125% 1.14 kVA M = MOTOR DESIGNED CAPACITY: 31.68 kVA 38 A R 1.44 kVA 100% 1.44 kVA L = LIGHTING SPARE CAPACITY: 20%20% N 18.52 kVA 100% 18.52 kVA K = KITCHEN TOTAL DEMAND LOAD: 26.4 kVA 31.8 A M 4.5 kVA 100% 4.5 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 26.17 kVA 31.5 A C 0.8 kVA 100% 0.8 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 9.26 kVA 9.12 kVA 7.79 kVA CIRCUIT NOTES 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 -- -- SPACE -- 0 0 -- SPACE -- --36 33 -- -- SPACE -- 0 0 -- SPACE -- --34 31 -- -- SPACE -- 0 0 -- SPACE -- --32 29 -- -- SPACE -- 0 0 -- SPACE -- --30 27 -- -- SPACE -- 0 0 -- SPACE -- --28 25 -- -- SPACE -- 0 0 -- SPACE -- --26 23 -- -- SPACE -- 0 0 -- SPACE -- --24 21 -- -- SPACE -- 0 0 -- SPACE -- --22 19 -- -- SPACE -- 0 0 -- SPACE -- --20 17 -- -- SPACE -- 0 0 -- SPACE -- --18 15 -- -- SPACE -- 0 0 -- SPACE -- --16 13 -- -- SPACE -- 0 0 -- SPACE -- --14 11 0.3 0 12 9 0.3 0 10 7 20 A 3 ROOF, TEF-1 M 0.3 0 -- SPARE 3 20 A 8 5 2.2 5.29 6 3 2.45 6.36 4 1 50 A 3 TRANSFORMER 'S1T13' C; N 2.75 6.21 M; R; C; N TRANSFORMER 'S1ELT16' 3 50 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 65 kAIC DOUBLE-LUGS: No SUPPLY FROM: RISER (S1H4,7,10,13) N MAIN AMPS: 200 A MCB FEED-THRU LUGS: No LOCATION: BUS RATING: 200 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 480Y/277V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1H13 S1L1 S1H7 S1H10 S1L16 R = RECEPTACLE N = NON-CONTINUOUS MOTOR = LARGEST MOTOR M = MOTOR DESIGNED CAPACITY: 21.43 kVA 59 A R 1.44 kVA 100% 1.44 kVA L = LIGHTING SPARE CAPACITY: 20%20% N 11.72 kVA 100% 11.72 kVA K = KITCHEN TOTAL DEMAND LOAD: 17.86 kVA 49.6 A M 4.5 kVA 100% 4.5 kVA E = ELEVATOR TOTAL CONNECTED LOAD: 17.86 kVA 49.6 A C 0.2 kVA 100% 0.2 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LOAD LOAD TYPE KEY PANEL TOTALS SPECIAL PANEL FEATURES 6.21 kVA 6.36 kVA 5.29 kVA CIRCUIT NOTES 41 -- -- SPACE -- 0 0 -- SPACE -- --42 39 -- -- SPACE -- 0 0 -- SPACE -- --40 37 -- -- SPACE -- 0 0 -- SPACE -- --38 35 20 A 1 SPARE -- 0 0 -- SPACE -- --36 33 20 A 1 SPARE -- 0 0 -- SPACE -- --34 31 20 A 1 SPARE -- 0 0 -- SPACE -- --32 29 20 A 1 SPARE -- 0 0 -- SPACE -- --30 27 20 A 1 SPARE -- 0 0 -- SPACE -- --28 25 20 A 1 SPARE -- 0 0 -- SPACE -- --26 23 20 A 1 SPARE -- 0 0 -- SPACE -- --24 21 20 A 1 SPARE -- 0 0 -- SPACE -- --22 19 20 A 1 SPARE -- 0 0 -- SPACE -- --20 17 20 A 1 ROOF, CP-2 M 1.66 0.3 N LVL 16, BMS 1 20 A 18 15 20 A 1 ELEV RM 106, GROUP CONTROLLER R 0.3 0.3 R ELEV RM 102 - SEISMIC CONT. 1 20 A 16 13 20 A 1 LVL 15, SMOKE CUIRTAIN C 0.2 0.3 R ELEV RM 106 - SEISMIC CONT. 1 20 A 14 11 20 A 1 ROOF, CONDENSATE PUMP R 0.18 0.36 M; R ELEV CONTROL ROOM RCPT 1 20 A 12 9 20 A 1 ROOF, CP-1 M 1.66 0.23 M; R ELEV CONTROL ROOM RCPT 1 20 A 10 7 20 A 1 ROOF, WS-1 RCPT M 0.96 0.87 8 5 20 A 1 ROOF, GWH-3 N 1.92 0.87 N ROOF, SIU-R-02, SOU-R-02 2 15 A 6 3 20 A 1 ROOF, GWH-2 N 1.92 1.96 4 1 20 A 1 ROOF, GWH-1 N 1.92 1.96 N ROOF, SIU-R-01, SOU-R-01 2 30 A 2 CKT TRIP POLE DESCRIPTION TYPE A (kVA) B (kVA) C (kVA) TYPE DESCRIPTION POLE TRIP CKT AIC RATING: 22 kAIC DOUBLE-LUGS: No SUPPLY FROM: S1T16 MAIN AMPS: 100 A MCB FEED-THRU LUGS: No LOCATION: MEP SPACE R16J10 BUS RATING: 100 A ISOL GROUND BAR: No MOUNTING: SURFACE INTEGRAL SPD: No VOLTAGE: 208Y/120V, 3PH, 4W NEMA RATING: Type 1 PANEL: S1L16 1 9/21/2021 REISSUE FOR PLAN CHECK 3 07/11/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:02:00 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.11 PANELBOARD SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker EM RISERDP-S1H1DP-MECH E = ELEVATOR R = RECEPTACLE Motor 64.02 kVA 125% 80.02 kVA N = NON-CONTINUOUS E 121.38 kVA 90% 109.24 kVA MOTOR = LARGEST MOTOR REQUIRED CAPACITY: 479.53 kVA 577 A N 85.16 kVA 100% 85.16 kVA M=MOTOR SPARE CAPACITY : 15% 15% C 3 kVA 100% 3 kVA L = LIGHTING TOTAL DEMAND LOAD: 416.98 kVA 501.6 A R 2.52 kVA 100% 2.52 kVA K = KITCHEN TOTAL CONNECTED LOAD: 413.12 kVA 496.9 A M 137.04 kVA 100% 137.04 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND/ ADJUSTED LEGEND PANEL TOTALS 1. BUS SIZED FOR 50X 503.5 A 501.5 A 489.6 A SPECIAL SWITCHBOARD FEATURES:Total Conn. Load: 139.03 kVA 138.47 kVA 135.61 kVA 14 SPACE -- -- 0.00 kVA -- 13 SPACE -- -- 0.00 kVA -- 12 SPACE -- -- 0.00 kVA -- 11 ELEV-1 E SEE SLD 13.58 kVA 13.58 kVA 13.58 kVA 10 ELEV-2 E SEE SLD 13.58 kVA 13.58 kVA 13.58 kVA 9 ELEV-3 E SEE SLD 13.30 kVA 13.30 kVA 13.30 kVA 8 LVL P01, SP-1,2 M SEE SLD 0.94 kVA 0.94 kVA 0.94 kVA 7 LVL P01, SE-1,2 M SEE SLD 5.82 kVA 5.82 kVA 5.82 kVA 6 LVL P01, DWBP-1 M SEE SLD 21.34 kVA 21.34 kVA 21.34 kVA 5 TRANSFORMER 'S1T1' M; R; C; N SEE SLD 16.25 kVA 16.43 kVA 15.65 kVA 4 PANEL 'S1H1' M SEE SLD 25.37 kVA 25.37 kVA 25.37 kVA 3 RISER (S1H4,7,10,13) N M; R; C; N SEE SLD 17.21 kVA 16.47 kVA 14.39 kVA 2 ROOF, SPF-1,2 M SEE SLD 11.64 kVA 11.64 kVA 11.64 kVA 1 SPD -- -- 0.00 kVA CKT CIRCUIT DESCRIPTION LOAD TYPE BREAKER / FEEDER TAG A B C REMARKS BUS AMPS: 800 A SUPPLY FROM: ATS-S1 MAIN AMPS/ TYPE: 800 A/MLO AIC RATING: 65 kAIC LOCATION: EMERGENCY ELECTRICAL ROOM... MOUNTING: SURFACE NEMA RATING: Type 1 POWER SOURCE TYPE: STAND-BY VOLTAGE: 480Y/277V, 3PH, 4W INTEGRAL SPD: Yes DIST. PANEL- DP-S1H1 E = ELEVATOR R = RECEPTACLE N = NON-CONTINUOUS Spare 0.3 kVA 100% 0.3 kVA MOTOR = LARGEST MOTOR REQUIRED CAPACITY: 63.3 kVA 76 A L 27.8 kVA 125% 34.75 kVA M=MOTOR SPARE CAPACITY : 20% 20% N 14.9 kVA 100% 14.9 kVA L = LIGHTING TOTAL DEMAND LOAD:52.75 kVA 63.4 A C 2.5 kVA 100% 2.5 kVA K = KITCHEN TOTAL CONNECTED LOAD:45.8 kVA 55.1 A R 0.3 kVA 100% 0.3 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND/ ADJUSTED LEGEND PANEL TOTALS 65.2 A 56.3 A 46.4 A SPECIAL SWITCHBOARD FEATURES:17.7 kVA 15.23 kVA 12.87 kVA 8 SPACE -- 0.00 kVA -- 7 SPACE -- 0.00 kVA -- 6 PANEL 'E1H16' L; C; N 1.94 kVA 1.75 kVA 2.11 kVA 5 PANEL 'E1H13' L; N 3.47 kVA 2.04 kVA 1.78 kVA 4 PANEL 'E1H10' L; N 3.01 kVA 2.57 kVA 2.18 kVA 3 PANEL 'E1H7' L; N 2.67 kVA 3.12 kVA 2.35 kVA 2 PANEL 'E1H4' L; N 1.71 kVA 1.78 kVA 1.24 kVA 1 E1H1 L; R; N 4.90 kVA 3.98 kVA 3.22 kVA TAP CIRCUIT DESCRIPTION LOAD TYPE A B C REMARKS FEEDER AMPS: 200 A SUPPLY FROM: ATS-E1 VOLTAGE: 480Y/277V, 3PH, 4W POWER SOURCE TYPE: EMERGENCY GUTTER TYPE- RISER (E1H1,4,7,10,13,16) E = ELEVATOR R = RECEPTACLE N = NON-CONTINUOUS Motor 0.91 kVA 125% 1.14 kVA MOTOR = LARGEST MOTOR REQUIRED CAPACITY: 57.96 kVA 70 A N 38.62 kVA 100% 38.62 kVA M=MOTOR SPARE CAPACITY : 20% 20% C 2.6 kVA 100% 2.6 kVA L = LIGHTING TOTAL DEMAND LOAD: 48.3 kVA 58.1 A R 1.44 kVA 100% 1.44 kVA K = KITCHEN TOTAL CONNECTED LOAD: 48.07 kVA 57.8 A M 4.5 kVA 100% 4.5 kVA C = CONTINUOUS KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND/ ADJUSTED LEGEND PANEL TOTALS 63.3 A 60.6 A 52 A SPECIAL SWITCHBOARD FEATURES:17.21 kVA 16.47 kVA 14.39 kVA 8 7 6 5 4 PANEL 'S1H13' M; R; C; N 9.26 kVA 9.12 kVA 7.79 kVA 3 PANEL 'S1H10' C; N 2.75 kVA 2.45 kVA 2.20 kVA 2 PANEL 'S1H7' C; N 2.75 kVA 2.45 kVA 2.20 kVA 1 PANEL 'S1H4' C; N 2.45 kVA 2.45 kVA 2.20 kVA TAP CIRCUIT DESCRIPTION LOAD TYPE A B C REMARKS FEEDER AMPS: 200 A SUPPLY FROM: DP-S1H1 VOLTAGE: 480Y/277V, 3PH, 4W POWER SOURCE TYPE: STAND-BY GUTTER TYPE- RISER (S1H4,7,10,13) N SB RISER 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT SPACE SPACE SPACE 6 6 6 6 6 6 6 6 N = NON-CONTINUOUS C = CONTINUOUS REQUIRED CAPACITY: 314.2 kVA 378 A K = KITCHEN SPARE CAPACITY : M = MOTOR TOTAL DEMAND LOAD: 314.2 kVA 377.9 A L = LIGHTING TOTAL CONNECTED LOAD: 314.2 kVA 377.9 A N 314.2 kVA 100% 314.2 kVA R = RECEPTACLE KVA AMPS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND/ ADJUSTED LEGEND PANEL TOTALS Total Connected Amps: 378 A SPECIAL SWITCHBOARD FEATURES:Total Connected Load: 314.2 kVA 18 17 16 15 ACCU R14A 3 N 100 A 40 A SEE SLD 17.56 kVA 14 ACCU R15B 3 N 100 A 50 A SEE SLD 23.74 kVA 13 ACCU R15A 3 N 100 A 50 A SEE SLD 23.74 kVA 12 ACCU R14B 3 N 100 A 50 A SEE SLD 23.74 kVA 11 ACCU R13A 3 N 150 A 40 A SEE SLD 17.56 kVA 10 ACCU R13B 3 N 100 A 50 A SEE SLD 23.74 kVA 9 ACCU R12A 3 N 100 A 40 A SEE SLD 17.56 kVA 8 ACCU R12B 3 N 100 A 50 A SEE SLD 23.74 kVA 7 ACCU R11A 3 N 100 A 40 A SEE SLD 17.56 kVA 6 ACCU R11B 3 N 100 A 50 A SEE SLD 23.74 kVA 5 ACCU R10A 3 N 100 A 40 A SEE SLD 17.56 kVA 4 ACCU R10B 3 N 100 A 50 A SEE SLD 23.74 kVA 3 ACCU R09A 3 N 100 A 40 A SEE SLD 17.56 kVA 2 ACCU R09B 3 N 100 A 50 A SEE SLD 23.74 kVA 1 ACCU ELEC 3 N 100 A 40 A SEE SLD 18.89 kVA CKT CIRCUIT DESCRIPTION NO.of POLES LOAD TYPE FRAME SIZE TRIP RATING FEEDER TAG Load REMARKS BUS AMPS: 600 A SUPPLY FROM: MSWBD-HOUSE MAIN AMPS/ TYPE: 600 A/MCB AIC RATING: SEE SLD LOCATION: MEP SPACE R16J10 MOUNTING: PAD NEMA RATING: TYPE 1 POWER SOURCE TYPE: NORMAL VOLTAGE: 480Y/277V, 3PH, 4W INTEGRAL SPD: No SWITCHBOARD- DP-MECH 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG LESSER OF TWO ALLOWED SWITCHBOARD VOLTAGE: 208 1,779 = 208 V, 3 PH. Amps Demanded VA / SQFTDOES NOT INCLUDE HOUSE LOADS 1,957 = 208V, 3 PH. Amps With 10% SPARE ONE 2,000 = Main Switchboard Size In Amps 8.8 G:\IRVI\Jobs\2021\21US00608 Third and Broadway\Design Documents\Electrical\Calculations\2024 Residential Redesign\[Calc - Load Summary - DWELLING UNIT v2 -Riser 2.xlsx]BLDG Summary 6/5/24 10:25 AM Largest Of Heating and AC - NEC 220.82(C ) COOKING EQUIPMENT 94 752 Range Oven Cooktop DRYERS 94 470 Dryer - NEC 220.54 1BR.1 1,000 21 30.3 637 30.3 125 100 21,000 1BR.2 930 8 30.1 241 32.4 125 100 7,440 2BR.1 1,050 6 30.5 183 29.0 125 100 6,300 2BR.2 1,555 9 32.0 288 20.6 125 100 13,995 AIR CONDITIONING (If Separate from Heating) AC Unit KITCHEN & LAUNDRY CIRCUITS 94 = Total Unit QTY.Total Unit SQFT =72,735 188 282 Kitchen Small Appliance Ckt - NEC 210.11(C)1 94 141 Laundry Circuit - NEC 210.11(C)2 2,438 CONNECTED KVA MULTIPLE DWELLING OPTIONAL CALCULATION per NEC 220-PART C Based on units having: 1) Electric Cooking Equipment, 2) One Feeder per Unit, 3) Electric Heat or AC Cooktop Vent/ Exhaust Fan 94 6 Bathroom Exhaust Fan(s) Jacuzzi Tub Central Vacuum Unit One Refrigerator is covered under Kitchen Appliance circuit below per NEC 210.52(B)(1) LIGHTING & RECEPTACLE CIRCUITS 72,735 218 3VA/Sqft per NEC 210.11 OPTIONAL METHOD:NEC 220.84 (2) Exception <or> STANDARD METHOD 2,786 = Total Connected kVA 174 = Ltg & Recept. kVA: NEC 220.11 = Code Required Additional Load (If <8KVA of Electric Cooking In Unit 431 = Fixed Equipment kVA @ 75% 118 = Dryer kVA: NEC 220.18 NON-ELECTRIC COOKING (NEC 220.32(2): 2,786 = SubTotal kVA 120 = Cooking kVA: NEC 220.19 0.23 = NEC Demand Factor Per 94 Units = HVAC kVA: NEC 220.30 ( C)SWITCHBOARD SPARE CAPACITY: 10% 641 = Total OPTIONAL Demand kVA 844 = Total STANDARD Demand kVA FIXED EQUIPMENT 94 113 Water Heater (if electric) 94 6 Laundry Exhaust Fan 94 113 Disposal 94 113 Refrigerator 94 113 Dishwasher 94 113 Microwave (only if built-in) 3RD & BROADWAY WEST - DWELLING UNIT SERVICE SUMMARY UNIT SUMMARY & SERVICE SIZE (MSWBD-RESI2)EQUIPMENT SUMMARY Unit Unit Unit Conn.TTL Conn. Conn.Unit Unit TTL QTY. TTL LOAD (KVA) Type SQFT Qty.Load Load W/ SQFT Meter Brkr SQFT HEATING ST-1 480 50 28.8 1438 59.9 125 100 24,000 SEPARATELY CONTROLLED Electric Unit Heaters LESSER OF TWO ALLOWED SWITCHBOARD VOLTAGE: 208 1,454 = 208 V, 3 PH. Amps Demanded VA / SQFTDOES NOT INCLUDE HOUSE LOADS 1,599 = 208V, 3 PH. Amps With 10% SPARE ONE 1,600 = Main Switchboard Size In Amps 9.1 G:\IRVI\Jobs\2021\21US00608 Third and Broadway\Design Documents\Electrical\Calculations\2024 Residential Redesign\[Calc - Load Summary - DWELLING UNIT v2 -2 Risers.xlsx]BLDG Summary 6/5/24 10:24 AM Largest Of Heating and AC - NEC 220.82(C ) COOKING EQUIPMENT 77 616 Range Oven Cooktop DRYERS 77 385 Dryer - NEC 220.54 KITCHEN & LAUNDRY CIRCUITS 77 = Total Unit QTY. Total Unit SQFT =57,720 154 231 Kitchen Small Appliance Ckt - NEC 210.11(C)1 77 116 Laundry Circuit - NEC 210.11(C)2 1,992 CONNECTED KVA MULTIPLE DWELLING OPTIONAL CALCULATION per NEC 220-PART C Based on units having: 1) Electric Cooking Equipment, 2) One Feeder per Unit, 3) Electric Heat or AC 1BR.1 1,000 16 30.3 485 30.3 125 100 16,000 1BR.2 930 6 30.1 181 32.4 125 100 5,580 2BR.1 1,050 2 30.5 61 29.0 125 100 2,100 2BR.2 1,555 8 32.0 256 20.6 125 100 12,440 AIR CONDITIONING (If Separate from Heating) AC Unit Cooktop Vent/ Exhaust Fan 77 5 Bathroom Exhaust Fan(s) Jacuzzi Tub Central Vacuum Unit One Refrigerator is covered under Kitchen Appliance circuit below per NEC 210.52(B)(1) LIGHTING & RECEPTACLE CIRCUITS 57,720 173 3VA/Sqft per NEC 210.11 OPTIONAL METHOD:NEC 220.84 (2) Exception <or> STANDARD METHOD 2,277 = Total Connected kVA 144 = Ltg & Recept. kVA: NEC 220.11 = Code Required Additional Load (If <8KVA of Electric Cooking In Unit 353 = Fixed Equipment kVA @ 75% 96 = Dryer kVA: NEC 220.18 NON-ELECTRIC COOKING (NEC 220.32(2): 2,277 = SubTotal kVA 99 = Cooking kVA: NEC 220.19 0.23 = NEC Demand Factor Per 77 Units = HVAC kVA: NEC 220.30 ( C)SWITCHBOARD SPARE CAPACITY: 10% 524 = Total OPTIONAL Demand kVA 692 = Total STANDARD Demand kVA FIXED EQUIPMENT 77 92 Water Heater (if electric) 77 5 Laundry Exhaust Fan 77 92 Disposal 77 92 Refrigerator 77 92 Dishwasher 77 92 Microwave (only if built-in) 3RD & BROADWAY WEST - DWELLING UNIT SERVICE SUMMARY UNIT SUMMARY & SERVICE SIZE (MSWBD-RESI1) EQUIPMENT SUMMARY Unit Unit Unit Conn. TTL Conn. Conn. Unit Unit TTL QTY. TTL LOAD (KVA) Type SQFT Qty.Load Load W/ SQFT Meter Brkr SQFT HEATING ST-1 480 45 28.8 1294 59.9 125 100 21,600 SEPARATELY CONTROLLED Electric Unit Heaters UNITS SERVED: 77 2,277 CONNECTED KVA 23%DIVERSITY FACTOR: 524 DEMANDED KVA SPARE CAPACITY IN RISER: 2%534 KVA WITH 2% SPARE ADDED 1,484 AMPS @ 208V, 3PH. 1,600 OCPD & RISER AMP SIZE 641 DEMANDED KVA SPARE CAPACITY IN RISER: 2%654 KVA WITH 0% SPARE ADDED 1,816 AMPS @ 208V, 3PH. 2,000 OCPD & RISER AMP SIZE MB12 SERVES 12TH WEST 21 21 621 0.37 230 232 645 700 MB13 SERVES 13TH WEST 21 21 621 0.37 230 232 645 700 MB14 SERVES 14TH AND 15TH FLOOR 31 31 924 0.32 296 298 829 900 UNITS SERVED: 94 2,786 CONNECTED KVA 23%DIVERSITY FACTOR: METER STACK NUM. AREA/ FLOORS SERVED HIGHEST FLOOR FIRST 125A 200A TOTAL TOTAL CONN. KVA NEC DEMAND FACTOR DEMAND KVA DEMAND KVA W/ SPARE AMPS @ 208V, 3PH NO XFR SINCE 208V RISER XFR PRI. OCPD AMP SIZE MB7 SERVES 7TH 14 14 414 0.40 166 167 465 500 465 MB8 SERVES 8TH 21 21 621 0.37 230 232 645 700 MB9 SERVES 9TH 21 21 621 0.37 230 232 645 700 645 MB10 SERVES 10TH 21 21 621 0.37 230 232 645 700 3RD & BROADWAY WEST - DISTRIBUTION RISER CALCS BUSWAY R1 RISER SERVING 7 THRU 10 FLOOR METER STACKS RISER 3-PH VOLTAGE: 208 RISER TYPE:BUSWAY CONDUCTOR TYPE: ALUMINUM METER STACK INFORMATION RISER INFORMATION METER QUANTITY RISER OCPD SIZE SERVING STACK @ 208V XFR PRI. RISER TAP AMPS @ 480V, 3PH BUSWAY R2 RISER SERVING 11 THRU 14 FLOOR METER STACKS RISER 3-PH VOLTAGE: 208 RISER TYPE:BUSWAY CONDUCTOR TYPE: ALUMINUM METER STACK INFORMATION RISER INFORMATION METER QUANTITY RISER OCPD SIZE SERVING STACK @ 208V XFR PRI. RISER TAP AMPS @ 480V, 3PH METER STACK NUM. AREA/ FLOORS SERVED HIGHEST FLOOR FIRST 125A 200A TOTAL TOTAL CONN. KVA NEC DEMAND FACTOR DEMAND KVA DEMAND KVA W/ SPARE AMPS @ 208V, 3PH NO XFR SINCE 208V RISER XFR PRI. OCPD AMP SIZE MB11 SERVES 11TH 21 21 621 0.37 230 232 645 700 G:\IRVI\Jobs\2021\21US00608 Third and Broadway\Design Documents\Electrical\Calculations\2024 Residential Redesign\[Calc - Load Summary - DWELLING UNIT v2 -2 Risers.xlsx]BLDG Summary 6/5/24 10:17 AM UNIT VOLTAGE: 208 UNIT PHASES: 1 UNIT PNL SPARE CAPACITY: 5%BLDG PHASES: 3 DWELLING UNIT SERVICE CALCULATIONS Optional NEC 220.82 Calculation Per Each Unit ST-1 1BR.1 1BR.2 2BR.1 2BR.2 Lighting & Receptacle Load =1.4 3.0 2.8 3.2 4.7 HVAC Connected kVA = 3.7 3.7 3.7 3.7 3.7 NEC 220.82(C): HVAC Demand Factor = SubTotal HVAC Demand kVA = UNIT TOTAL DEMAND kVA W/ SPARE =16.8 17.5 17.4 17.5 18.2 Kitchen and Laundry Circuits = 4.5 4.5 4.5 4.5 4.5 Fixed Equipment = 6.1 6.1 6.1 6.1 6.1 Dryer = 5.0 5.0 5.0 5.0 5.0 Cooking Equipment = 8.0 8.0 8.0 8.0 8.0 Total General CONNECTED Load = 25.1 26.6 26.4 26.8 28.3 NEC 220.82(B): 1st 10kVA @ 100% = 10.0 10.0 10.0 10.0 10.0 NEC 220.82(B): Remain kVA @ 40% = 6.0 6.6 6.6 6.7 7.3 SubTotal General DEMAND kVA = 16.0 16.6 16.6 16.7 17.3 Amps @ 208, 1 Phase with Spare =81 84 84 84 87 Utility Meter Size = 125 125 125 125 125 Main Breaker Size = 100 100 100 100 100 Panel Feeder Size, UON = 100.2N 100.2N 100.2N 100.2N 100.2N 1BR.1 6 30.3 125 100 1,000 30.3 182 505 1BR.2 2 30.1 125 100 930 32.4 60 167 2BR.1 6 30.5 125 100 1,050 29.0 183 507 2BR.2 3 32.0 125 100 1,555 20.6 96 266 31 :TOTAL METERS CONNECTED kVA & 208V, 3 PHASE AMPS: 924 2,564 ADD 8KW PER UNIT DUE TO NEC 220.32(2) EXCEPTION FOR NON-ELECTRIC COOKING: SUBTOTAL:924 2,564 31 = Qty. Of 125A Meters ( 7 -Stacks: 5 High)DIVERSITY FACTOR:32%32% = Qty. Of 200A Meters ( 0 -Stacks: 5 High)DEMANDED kVA & 208V, 3 PHASE AMPS:296 820 10'-6"= Meter Width With 33" Termination, No Corner 1% SPARE CAPACITY ADDED:298 829 OCPD AMP SIZE SERVING METER STACK: 900 TRANSFORMER KVA & PRIMARY OCPD SIZE IF FED FROM 480V RISER: G:\IRVI\Jobs\2021\21US00608 Third and Broadway\Design Documents\Electrical\Calculations\2024 Residential Redesign\[Calc - Load Summary - DWELLING UNIT v2 -2 Risers.xlsx] BLDG Summary 6/5/24 10:22 AM EACH UNIT INFORMATION EXTENDED TOTALS UNIT TYPE UNIT QTY REMARKS CONN. KVA METER AMPS FEEDER AMPS SQFT VA/ SQFT TOTAL KVA TOTAL AMPS ST-1 12 28.8 125 100 480 59.9 345 958 1BR.1 5 30.3 125 100 1,000 30.3 152 421 1BR.2 2 30.1 125 100 930 32.4 60 167 2BR.2 2 32.0 125 100 1,555 20.6 64 178 21 :TOTAL METERS CONNECTED kVA & 208V, 3 PHASE AMPS: 621 1,723 ADD 8KW PER UNIT DUE TO NEC 220.32(2) EXCEPTION FOR NON-ELECTRIC COOKING: SUBTOTAL:621 1,723 21 = Qty. Of 125A Meters ( 5 -Stacks: 5 High)DIVERSITY FACTOR:37% 37% = Qty. Of 200A Meters ( 0 -Stacks: 5 High) DEMANDED kVA & 208V, 3 PHASE AMPS:230 638 8'-3"= Meter Width With 33" Termination, No Corner 1% SPARE CAPACITY ADDED:232 644 OCPD AMP SIZE SERVING METER STACK: 700 TRANSFORMER KVA & PRIMARY OCPD SIZE IF FED FROM 480V RISER: 3RD & BROADWAY WEST - METER STACK CALCS MB7 SERVES 7TH EACH UNIT INFORMATION EXTENDED TOTALS UNIT TYPE UNIT QTY REMARKS CONN. KVA METER AMPS FEEDER AMPS SQFT VA/ SQFT TOTAL KVA TOTAL AMPS ST-1 9 28.8 125 100 480 59.9 259 718 1BR.1 1 30.3 125 100 1,000 30.3 30 84 2BR.1 2 30.5 125 100 1,050 29.0 61 169 2BR.2 2 32.0 125 100 1,555 20.6 64 178 14 :TOTAL METERS CONNECTED kVA & 208V, 3 PHASE AMPS:414 1,149 ADD 8KW PER UNIT DUE TO NEC 220.32(2) EXCEPTION FOR NON-ELECTRIC COOKING: SUBTOTAL:414 1,149 14 = Qty. Of 125A Meters ( 3 -Stacks: 5 High)DIVERSITY FACTOR:40% 40% = Qty. Of 200A Meters ( 0 -Stacks: 5 High) DEMANDED kVA & 208V, 3 PHASE AMPS:166 460 6'-1"= Meter Width With 33" Termination, No Corner 1% SPARE CAPACITY ADDED:167 464 EACH UNIT INFORMATION EXTENDED TOTALS UNIT TYPE UNIT QTY REMARKS CONN. KVA METER AMPS FEEDER AMPS SQFT VA/ SQFT TOTAL KVA TOTAL AMPS ST-1 12 28.8 125 100 480 59.9 345 958 1BR.1 5 30.3 125 100 1,000 30.3 152 421 1BR.2 2 30.1 125 100 930 32.4 60 167 2BR.2 2 32.0 125 100 1,555 20.6 64 178 21 :TOTAL METERS CONNECTED kVA & 208V, 3 PHASE AMPS: 621 1,723 ADD 8KW PER UNIT DUE TO NEC 220.32(2) EXCEPTION FOR NON-ELECTRIC COOKING: SUBTOTAL:621 1,723 21 = Qty. Of 125A Meters ( 5 -Stacks: 5 High)DIVERSITY FACTOR:37% 37% = Qty. Of 200A Meters ( 0 -Stacks: 5 High) DEMANDED kVA & 208V, 3 PHASE AMPS:230 638 8'-3"= Meter Width With 33" Termination, No Corner 1% SPARE CAPACITY ADDED:232 644 OCPD AMP SIZE SERVING METER STACK: 700 TRANSFORMER KVA & PRIMARY OCPD SIZE IF FED FROM 480V RISER: G:\IRVI\Jobs\2021\21US00608 Third and Broadway\Design Documents\Electrical\Calculations\2024 Residential Redesign\[Calc - Load Summary - DWELLING UNIT v2 -2 Risers.xlsx] BLDG Summary 6/5/24 10:22 AM 3RD & BROADWAY WEST - METER STACK CALCS MB11 SERVES 11TH 3RD & BROADWAY WEST - METER STACK CALCS MB9 SERVES 9TH EACH UNIT INFORMATION EXTENDED TOTALS UNIT TYPE UNIT QTY REMARKS CONN. KVA METER AMPS FEEDER AMPS SQFT VA/ SQFT TOTAL KVA TOTAL AMPS ST-1 12 28.8 125 100 480 59.9 345 958 1BR.1 5 30.3 125 100 1,000 30.3 152 421 1BR.2 2 30.1 125 100 930 32.4 60 167 2BR.2 2 32.0 125 100 1,555 20.6 64 178 21 :TOTAL METERS CONNECTED kVA & 208V, 3 PHASE AMPS: 621 1,723 ADD 8KW PER UNIT DUE TO NEC 220.32(2) EXCEPTION FOR NON-ELECTRIC COOKING: SUBTOTAL:621 1,723 21 = Qty. Of 125A Meters ( 5 -Stacks: 5 High)DIVERSITY FACTOR:37% 37% = Qty. Of 200A Meters ( 0 -Stacks: 5 High) DEMANDED kVA & 208V, 3 PHASE AMPS:230 638 8'-3"= Meter Width With 33" Termination, No Corner 1% SPARE CAPACITY ADDED:232 644 OCPD AMP SIZE SERVING METER STACK: 700 TRANSFORMER KVA & PRIMARY OCPD SIZE IF FED FROM 480V RISER: MB10 SERVES 10TH UNIT TYPE UNIT QTY REMARKS CONN. KVA METER AMPS FEEDER AMPS SQFT VA/ SQFT TOTAL KVA TOTAL AMPS ST-1 12 28.8 125 100 480 59.9 345 958 1BR.1 5 30.3 125 100 1,000 30.3 152 421 1BR.2 2 30.1 125 100 930 32.4 60 167 2BR.2 2 32.0 125 100 1,555 20.6 64 178 21 :TOTAL METERS CONNECTED kVA & 208V, 3 PHASE AMPS: 621 1,723 ADD 8KW PER UNIT DUE TO NEC 220.32(2) EXCEPTION FOR NON-ELECTRIC COOKING: SUBTOTAL:621 1,723 21 = Qty. Of 125A Meters ( 5 -Stacks: 5 High)DIVERSITY FACTOR:37% 37% = Qty. Of 200A Meters ( 0 -Stacks: 5 High) DEMANDED kVA & 208V, 3 PHASE AMPS:230 638 8'-3"= Meter Width With 33" Termination, No Corner 1% SPARE CAPACITY ADDED:232 644 OCPD AMP SIZE SERVING METER STACK: 700 TRANSFORMER KVA & PRIMARY OCPD SIZE IF FED FROM 480V RISER: MB14 SERVES 14TH AND 15TH FLOOR EACH UNIT INFORMATION EXTENDED TOTALS UNIT TYPE UNIT QTY REMARKS CONN. KVA METER AMPS FEEDER AMPS SQFT VA/ SQFT TOTAL KVA TOTAL AMPS ST-1 14 28.8 125 100 480 59.9 403 1,118 OCPD AMP SIZE SERVING METER STACK: 500 TRANSFORMER KVA & PRIMARY OCPD SIZE IF FED FROM 480V RISER: MB8 SERVES 8TH EACH UNIT INFORMATION EXTENDED TOTALS UNIT TYPE UNIT QTY REMARKS CONN. KVA METER AMPS FEEDER AMPS SQFT VA/ SQFT TOTAL KVA TOTAL AMPS ST-1 12 28.8 125 100 480 59.9 345 958 1BR.1 5 30.3 125 100 1,000 30.3 152 421 1BR.2 2 30.1 125 100 930 32.4 60 167 2BR.2 2 32.0 125 100 1,555 20.6 64 178 21 :TOTAL METERS CONNECTED kVA & 208V, 3 PHASE AMPS: 621 1,723 ADD 8KW PER UNIT DUE TO NEC 220.32(2) EXCEPTION FOR NON-ELECTRIC COOKING: SUBTOTAL:621 1,723 21 = Qty. Of 125A Meters ( 5 -Stacks: 5 High)DIVERSITY FACTOR:37% 37% = Qty. Of 200A Meters ( 0 -Stacks: 5 High) DEMANDED kVA & 208V, 3 PHASE AMPS:230 638 8'-3"= Meter Width With 33" Termination, No Corner 1% SPARE CAPACITY ADDED:232 644 OCPD AMP SIZE SERVING METER STACK: 700 TRANSFORMER KVA & PRIMARY OCPD SIZE IF FED FROM 480V RISER: G:\IRVI\Jobs\2021\21US00608 Third and Broadway\Design Documents\Electrical\Calculations\2024 Residential Redesign\[Calc - Load Summary - DWELLING UNIT v2 -2 Risers.xlsx] BLDG Summary 6/5/24 10:22 AM MB12 SERVES 12TH WEST EACH UNIT INFORMATION EXTENDED TOTALS UNIT TYPE UNIT QTY REMARKS CONN. KVA METER AMPS FEEDER AMPS SQFT VA/ SQFT TOTAL KVA TOTAL AMPS ST-1 12 28.8 125 100 480 59.9 345 958 1BR.1 5 30.3 125 100 1,000 30.3 152 421 1BR.2 2 30.1 125 100 930 32.4 60 167 2BR.2 2 32.0 125 100 1,555 20.6 64 178 21 :TOTAL METERS CONNECTED kVA & 208V, 3 PHASE AMPS: 621 1,723 ADD 8KW PER UNIT DUE TO NEC 220.32(2) EXCEPTION FOR NON-ELECTRIC COOKING: SUBTOTAL:621 1,723 21 = Qty. Of 125A Meters ( 5 -Stacks: 5 High)DIVERSITY FACTOR:37% 37% = Qty. Of 200A Meters ( 0 -Stacks: 5 High) DEMANDED kVA & 208V, 3 PHASE AMPS:230 638 8'-3"= Meter Width With 33" Termination, No Corner 1% SPARE CAPACITY ADDED:232 644 OCPD AMP SIZE SERVING METER STACK: 700 TRANSFORMER KVA & PRIMARY OCPD SIZE IF FED FROM 480V RISER: G:\IRVI\Jobs\2021\21US00608 Third and Broadway\Design Documents\Electrical\Calculations\2024 Residential Redesign\[Calc - Load Summary - DWELLING UNIT v2 -2 Risers.xlsx] BLDG Summary 6/5/24 10:22 AM 3RD & BROADWAY WEST - METER STACK CALCS MB13 SERVES 13TH WEST EACH UNIT INFORMATION EXTENDED TOTALS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 6/27/2025 12:02:05 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E5.12 RESIDENTIAL LOAD CALCULATION TABLES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 6 06/27/2025 REVISION TO PERMIT 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE SIU P1-03 SIU 1-02 JJJ J JJJJJ SIU 1-03 SIU 3-01 J J J J J J J J J SIU 4-01 FC 16 J J J J J J C F L1 A -1 L1 A -1 S1L1-20 CONDENSATE PUMP9 R12R13 RF RG MDP HOUSE RB1F12 S1L1-21,23 T1EV L1EV GROUND BUS BAR SWBD-GEN1 E1L1E1H1 S1L1 S1T1 S1H1 S1L1-12 S1L1-12 S1L1-18 CONDENSATE PUMP E1 L 1 -3 E1 L 1 -7 E1 L 1 -1 E1 L 1 -5 76 6 7 L3A-22,24 E1 L 1 -10 8 E1 L 1 -12 8 E1 L 1 -15 867 E1 L 1 -17 E1 L 1 -19 9 R12R13 R14 RF RG S1L1-2 E1T1 L1A H1T1 ATS-S1 MSWBD-RESI1 ATS-E1 MSWBD-HOUSE MSWBD-RESI2 10 CONDENSATE PUMP L1A-25 L1A-25 L1A-25 EMERGENCY ELECTRICAL ROOM R01F12 S1L1-13,15 MAIN ELECTRICAL ROOM R01F13 GROUND BUS BAR DP-S1H1 9 RESIDENTIAL BUS RISERS 5 5 L3A-17 R10 RJ L3A T3 H3 GROUND BUS BAR L3A-18,20 CONDENSATE PUMP L3A-34 FACP E1L1-20 BMS PNL S1L1-44 3 4 6 MEP ROOM R03J10 L3A-17 6 S1L4 E1H4E1T4 E1L4 S1H4 S1T4 L3A-27 TAMPER SWITCH E1L4-1 FA RELAYS E1L4-5 FSD E1L4-7 FSD E1L4-9 FSD E1L4-11 FA RELAYS E1L4-13 FA RELAYS E1L4-15 TAMPER SWITCH E1L4-17 R10 RJ 1 CONDENSATE PUMP L3A-30 GROUND BUS BAR L6A-30,32 3 4 6 6 6 TAMPER SWITCH E1L4-36 7 E1L16 E1T16 E1H16 L16A-15 TAMPER SWITCH E1L16-1 TAMPER SWITCH E1L16-3 FA RELAYS E1L16-9 FA RELAYS E1L16-11 FSD E1L16-5 FSD E1L16-7 R10 RJ T16 H16 L16A S1T16 S1L16 L16A-6,8 L16A-15 S1L16-11 CONDENSATE PUMP GROUND BUS BAR BMS PNL S1L16-18 6 6 3 4 6 KEYED NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/4" = 1'-0" 6/27/2025 12:02:10 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E6.1 ENLARGED PLANS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: 1/4" = 1'-0"1 LEVEL P01 - ELECTRICAL ROOM - POWER LAYOUT - ENLARGED PLAN SCALE: 1/4" = 1'-0"4 LEVEL 1 - MAIN ELECTRICAL ROOM- ENLARGED PLAN 1. STACKED TRANSFORMERS. 2. BUS TAP. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 3. (4)-4" C WITH PULLSTRINGS FOR FUTURE LOW VOLTAGE SERVICE PATHWAY BACKBONE RISER. 4. PROPOSED CONDUIT ROUTING VERTICAL RISER FOR EMERGENCY POWER DISTRIBUTION AND NORMAL HOUSE POWER DISTRIBUTION. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. COORDINATE LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. 5. VERTICAL BUSWAY FROM 'MSWBD-RESI'. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. SCALE: 1/4" = 1'-0"2 LEVEL 3 - ELECTRICAL ROOM - ENLARGED PLAN SCALE: 1/4" = 1'-0"3 LEVEL 4 - ELECTRICAL ROOM - ENLARGED PLAN 6. 120V CIRCUIT FOR TAMPER SWITCHES. COORDINATE TAMPER SWITCH LOCATIONS WITH FIRE DESIGN CONSULTANT. 7. 120V CIRCUIT FOR FIRE SMOKE DAMPERS. COORDINATE EXACT FIRE SMOKE DAMPER LOCATIONS WITH MECHANICAL PRIOR TO ROUGH IN. 8. 120V CIRCUIT FOR FIRE ALARM CONTROL RELAYS. COORDINATE EXACT REQUIREMENTS WITH FIRE ALARM DESIGN. 9. DOUBLE DOORS INSTALLED WITH PANIC HARDWARE TO OPEN OUT INTO PATH OF EGRESS. REFER TO ARCHITECTURAL SHEETS FOR ADDITIONAL INFORMATION AND EXACT LAYOUT. 10. SPACE DEDICATED FOR FUTURE PV INVERTERS AND EQUIPMENT. SCALE: 1/4" = 1'-0"5 ROOF - ELECTRICAL ROOM - ENLARGED PLAN 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North FC 10 J J J J J J J J J FC 12 FC 13J J J J J J J J J FC 6 FC 7J J J J J J J J J FC 9 FC 8 J J J J J FC 11 J J J J J FC 14 J J J J J S1L10 S1H10 E1T10 S1T10 R10 RJ R10 RJ MB10 L9A-26 E1H10E1L10 1 BT10 L9A-2,4 GROUND BUS BAR CONDENSATE PUMP L9A-26 5 3 4 FACP E1L10-2 6 6 6 Room R15 6 TAMPER SWITCH E1L10-1 FA RELAYS E1L10-13 FSD E1L10-7 FSD E1L10-9 FSD E1L10-11 FA RELAYS E1L10-15 FA RELAYS E1L10-17 TAMPER SWITCH E1L10-5 6 TAMPER SWITCH E1L10-36 7 T12 H12 L12A R10 RJ L12A-24 MB12 BT12 GROUND BUS BAR CONDENSATE PUMP L12A-24 L12A-2,4 5 3 4 LCP PNL L12A-25 BMS PNL S1L13-8 6 6 6 6 S1T13 E1T13 S1L13 E1H13E1L13 S1H13 R10 RJ R10 RJ MB13 L12A-26 1 BT13 GROUND BUS BAR CONDENSATE PUMP L12A-26 L12A-2,4 5 3 4 FACP E1L13-2 6 6 6 TAMPER SWITCH E1L13-1 FA RELAYS E1L13-13 FSD E1L13-7 FSD E1L13-9 FSD E1L13-11 FA RELAYS E1L13-15 FA RELAYS E1L13-17 TAMPER SWITCH E1L13-5 6 TAMPER SWITCH E1L13-36 7 H6 L6A T6 R10 RJ L6A-6 L6A-2,4 T-POOL 1 DISC-POOL GROUND BUS BAR CONDENSATE PUMP L6A-6 3 4 5 6 6 LCP PNL L6A-70 BMS PNL S1L7-8 6 S1H7 E1H7 E1T7 E1L7 S1L7 S1T7 R10 RJ L6A-20 MB7 1 BT7 GROUND BUS BAR L6A-16,18 CONDENSATE PUMP L6A-20 5 3 4 FACP E1L7-19 6 6 6 6 6 MEP ROOM R07J10 TAMPER SWITCH E1L7-1 FA RELAYS E1L7-13 FSD E1L7-7 FSD E1L7-9 FSD E1L7-11 FA RELAYS E1L7-15 FA RELAYS E1L7-17 TAMPER SWITCH E1L7-5 6 TAMPER SWITCH E1L7-36 7 H9 T9 L9A R10 RJ L9A-24 MB9 BT9 GROUND BUS BAR CONDENSATE PUMP L9A-24 L9A-2,4 LCP PNL L9A-23 3 4 5 BMS PNL S1L10-8 6 6 6 6 6 R10 RJ MB8 BT 8 S1L7-17 S1L7-13,15 S1L7-9,11 S1L7-5,7 S1L7-1,3 SECURITY AV IT AV IT L9A-22 L9A-2,4 GROUND BUS BAR CONDENSATE PUMP L9A-22 5 3 4 6 6 6 R10 RJ MB11 L12A-22 L12A-2,4 S1L10-17 S1L10-13,15 S1L10-9,11 S1L10-5,7 S1L10-1,3 SECURITY AV IT AV IT BT11 GROUND BUS BAR CONDENSATE PUMP L12A-22 3 4 5 6 6 R10 RJ L16A-6,8L16A-18 MB14 S1L13-17 S1L13-13,15 S1L13-9,11 S1L13-5,7 S1L13-1,3 SECURITY AV IT AV IT BT14 GROUND BUS BAR CONDENSATE PUMP L16A-18 5 3 4 6 6 6 KEYED NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/4" = 1'-0" 6/27/2025 12:02:17 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E6.2 ENLARGED PLANS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker SCALE: 1/4" = 1'-0"5 LEVEL 10 - ELECTRICAL ROOM - ENLARGED PLAN SCALE: 1/4" = 1'-0"7 LEVEL 12 - ELECTRICAL ROOM - ENLARGED PLAN SCALE: 1/4" = 1'-0"8 LEVEL 13 - ELECTRICAL ROOM - ENLARGED PLAN SCALE: 1/4" = 1'-0"1 LEVEL 6 - ELECTRICAL ROOM - ENLARGED PLAN SCALE: 1/4" = 1'-0"2 LEVEL 7 - ELECTRICAL ROOM - ENLARGED PLAN SCALE: 1/4" = 1'-0"4 LEVEL 9 - ELECTRICAL ROOM - ENLARGED PLAN 1. STACKED TRANSFORMERS. 2. BUS TAP. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 3. (4)-4" C WITH PULLSTRINGS FOR FUTURE LOW VOLTAGE SERVICE PATHWAY BACKBONE RISER. 4. PROPOSED CONDUIT ROUTING VERTICAL RISER FOR EMERGENCY POWER DISTRIBUTION AND NORMAL HOUSE POWER DISTRIBUTION. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. 5. VERTICAL BUSWAY FROM 'MSWBD-RESI'. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. SCALE: 1/4" = 1'-0"3 LEVEL 8 - ELECTRICAL ROOM - ENLARGED PLAN SCALE: 1/4" = 1'-0"6 LEVEL 11 - ELECTRICAL ROOM - ENLARGED PLAN SCALE: 1/4" = 1'-0"9 LEVEL 14 - ELECTRICAL ROOM - ENLARGED PLAN 4 06/17/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT 6. 120V CIRCUIT FOR TAMPER SWITCHES. COORDINATE TAMPER SWITCH LOCATIONS WITH FIRE DESIGN CONSULTANT. 7. 120V CIRCUIT FOR FIRE SMOKE DAMPERS. COORDINATE EXACT FIRE SMOKE DAMPER LOCATIONS WITH MECHANICAL PRIOR TO ROUGH IN. 6 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North C F SIU R-02 ELEV 3 J C F F C C SIU R-01 ELEV 2 ELEV 1 J C J S S J J J J J SIU P1-01 S R10 S1L16-10 S1L16-10 E1L16-2 DP-S1H1-9 CONDENSATE PUMP 2 1 R10 S1L16-16 E1L16-10 3 4 S1L16-6,8 ELEV-3 5 RJ E1L16-6 DP-S1H1-10 E1L16-4 DP-S1H1-11 S1L16-12 2 1 1 RJ S1L16-12 S1L16-14 E1L16-8 3 4 5 S1L16-2,4 CONDENSATE PUMP S1L16-15 8 ELEV-2 ELEV-1 52 R15 RJ GFI S1L1-41 GFI S1L1-41 E1H1-4 E1H1-4 R10 RH GFI S1L1-39 E1H1-2 R10 RJ L1A-7 L1A-7 L3A-26,28 CONDENSATE PUMP S1L1-40 S1L1-36,38 MEP ROOM RB1J10 S1L1-32,34 S1L1-24,26 S1L1-28,30 GROUND BUS BAR SECURITY IT IT AV AV KEYED NOTES SHEET NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 6/27/2025 12:02:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E6.3 ENLARGED PLANS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker SCALE: 1/4" = 1'-0"2 ELEVATOR 3 MACHINE ROOM 102 - ENLARGED PLAN SCALE: 1/4" = 1'-0"1 ELEVATOR 1,2 MACHINE ROOM 106 - ENLARGED PLAN SCALE: 1/4" = 1'-0"3 ELEVATOR 1,2 PIT - ENLARGED PLAN SCALE: 1/4" = 1'-0"4 ELEVATOR 3 PIT - ENLARGED PLAN 7. PROVIDE UL924 RELAY TO SERVE LIGHT FIXTURES IN ENTIRE HOISTWAY. FIXTURES TO BE NORMALLY OFF AND TO ONLY TURN ON UPON RECEIVING A SIGNAL FROM THE FIRE ALARM CONTROL PANEL IN AN ALARM STATE. COORDINATE EXACT REQUIREMENTS WITH APPROVED FIRE ALARM SYSTEM PRIOR TO ROUGH-IN. REFER TO LIGHTING PLANS FOR FIXTURE LOCATIONS AND CIRCUITING INFORMATION. 8. PROVIDE 120V, 20A STANDBY POWER CONNECTION TO ELEVATOR GROUP CONTROLLER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH-IN 6 6 6 7 6 1. PROVIDE FUSED SHUNT-TRIP DISCONNECT ON STANDBY POWER LABELED "ELEVATOR MOTOR DISCONNECT #?" FOR EACH ELEVATOR. LOCATE DISCONNECT WITHIN 24" OF MACHINE ROOM ENTRY DOOR STRIKE. REFER TO SINGLE LINE DIAGRAM ON SHEET R1-E5.1 FOR SIZING AND CONNECTION INFORMATION. EXTEND FEEDER TO CONTROLLER. 2. PROVIDE 120V, 20A/1P DEDICATED EMERGENCY POWER CIRCUIT WITH LOCKABLE CIRCUIT BREAKER DISCONNECT LABELED "ELEVATOR CAR LIGHTING & FAN #?" FOR EACH ELEVATOR. LOCATE DISCONNECT WITHIN 24" OF MACHINE ROOM ENTRY DOOR STRIKE. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH-IN. 3. PROVIDE 120V, 20A/1P DEDICATED EMERGENCY POWER CIRCUIT WITH LOCKABLE DISCONNECT LABELED "ELEVATOR INTERCOM POWER". COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH-IN. 4. PROVIDE 120V, 20A/1P STANDBY POWER CONNECTION FOR ELEVATOR SEISMIC SHUTDOWN SYSTEM. CONFIRM EXACT LOCATION AND REQUIREMENTS WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH-IN. 5. ELEVATOR CONTROLLER: PROVIDE CONNECTION TO ELEVATOR DISCONNECT. VERIFY LOCATION WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH-IN. 6. ELEVATOR PIT LIGHT CONTROLLED BY MANUAL OVERRIDE SWITCH. INSTALL ELEVATOR PIT LIGHTING AS TO NOT CONFLICT WITH ELEVATOR CAB TRAVEL. LIGHT SWITCH TO BE ACCESSIBLE FROM ELEVATOR DOOR 5 11/26/2024 REVISION TO PERMIT 6 06/27/2025 REVISION TO PERMIT A. GLUMAC IS NOT THE ENGINEER OF RECORD FOR THE ELEVATOR. THIS DETAIL IS CONCEPTUAL AND PROVIDED ONLY TO HELP INFORM THE CONTRACTOR OF EXPECTED SCOPE OF DIVISION 26 RELATED TO THE ELEVATOR. B. REFER TO THE ELEVATOR SUBMITTAL AND SHOP DRAWINGS FOR ALL DETAILED INFORMATION SPECIFIC TO THE ELEVATOR, SUCH AS THE EXACT LOCATION OF THE ELEVATOR CONTROLLER, WHERE DISCONNECT(S) SHOULD BE LOCATED, AND FOR LOW VOLTAGE REQUIREMENTS. ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRICAL INSTALLATION AS REQUIRED AND RECOMMENDED BY THE ELEVATOR SUBMITTAL AND SHOP DRAWINGS AND WITHOUT EXCEPTION. THIS INCLUDES ANY ADDITIONAL POWER CONNECTIONS THAT MAY NOT BE SHOWN HERE. C. DO NOT COMBINE ANY HOMERUNS SHOWN ON THIS DETAIL WITH HOMERUNS FROM OTHER ROOMS/AREA. D. ENSURE POTS LINE AND/OR CELLULAR DIALER IS PROVIDED FOR EACH ELEVATOR AS REQUIRED BY CODE AND AHJ. SCALE: 1/4" = 1'-0"5 MEP ROOM RB1J10 - ENLARGED PLAN 6 6 6 7 6 6 6 6 6 6 6 6 6 6 6 6 COORDINATE EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. (TYPICAL FOR ALL) 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref North1/4" = 1'-0" STN0012-22,24,26 GENERAL NOTES A. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. B. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS. C. ROWMARK # IS THE COLOR OF THE PLASTIC ENGRAVING MATERIAL. USE ROWMARK 1/16" SATIN STOCK AS NOTED. BLUEWHITE PURPLEWHITE STANDBY GENERATOR 15KV MEDIUM VOLTAGE TEXT NAMEPLATE COLOR BLACKWHITE BACKGROUND NAMEPLATE COLOR LEGEND YELLOW WHITE BLUE RED BRIGHT GREENWHITE WHITE WHITE RED BLACK WHITE ORANGE NORMAL FIRE ALARM & SECURITY EMERGENCY UPS - SYSTEM "B" UPS - SYSTEM "A" SERVICE ENGRAVED NAMEPLATES ON POWER CONDUITS SHOW CIRCUIT NUMBERS OF ALL CIRCUITS IN J-BOX. USE 1" WIDE KROY OR BROTHERS LABELING TAPE WITH BLACK 1/2" HIGH HELVETICA BOLD LETTERING ON WHITE BACKGROUND. PANEL MTES0021 FED FROM: XX 10 HP., 480V, 3 PANEL, MCC, ENCLOSURE, ETC. 122-512 122-582 122-402 ROWMARK # 122-705 122-206 122-932 122-204 122-602 122-612 1 OTHERS RECEPTACLES TYPICAL CIRCUIT IDENTIFICATION: CIRCUIT NUMBER SELF-ADHESIVE PERMANENT TAPE WITH 12 POINT HELVETICA MEDIUM LETTERING XXXXX-XX SPECIALTY DEVICE OR SWITCH XXXXX-XX EXHAUST FAN PANEL NAME LIGHT SWITCHES XXXXX-XX (A,B) ENGRAVED TEXT ON COVERPLATE WHEN REQUIRED BY SPECIFICATIONS OR WHEN NOTED NOTES: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND COLORS OF TAPE REQUIRED FOR DIFFERENT SYSTEMS. 2. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH INSTALLATION. 3. LABEL DEVICES IN SURFACE METAL RACEWAYS, POWER POLES, FLOOR BOXES, CONCEALED MULTI- SERVICE POWER BOXES, ETC. SIMILARLY. 4. WHERE MULTIPLE SWITCHES ARE GROUPED UNDER COMMON COVERPLATE AND ARE SERVED FROM SAME CIRCUIT, PROVIDE ONLY ONE LABEL FOR MIDDLE SWITCH. PROVIDE MULTIPLE LABELS IF DIFFERENT CIRCUITS ARE USED. 5. LABELS ARE NOT REQUIRED FOR DEVICES IN APARTMENTS AND CONDOS. ON LOW VOLTAGE SWITCHES PROVIDE PANEL AND CIRCUIT NUMBERS AS WELL AS RELAY LETTER(S) SHOWN ON FLOOR PLAN THAT ARE CONTROLLED BY THAT SWITCH WIDTH AS REQUIRED, 6" MIN. 1.25"1/4 " 1/4" 3 /16 " 1/4" 5/16" FIRE ALARM SYSTEM FAJB-1 PNL??-## NOTES ENGRAVE PANEL NAME AND BRANCH CIRCUIT NUMBER SERVING ENCLOSURE, OMIT ENGRAVING IF ENCLOSURE IS NOT POWERED USE RIVETS ON DIV. 16 PROVIDED ITEMS IN EXTERIOR LOCATIONS, USE DOUBLE-STICK TAPE ON OWNER FURNISHED ITEMS (DO NOT DRILL HOLES) AND INTERIOR EQUIPMENT USE "BOLD" STYLE TEXT. USE WORDS, NOT ABBREVIATIONS, FOR SYSTEM NAMES AND FUNCTION A. REFER TO SPECIFIACTIONS FOR FOR ADDITIONAL INFORMATION AND COLORS FOR DIFFERENT SYSTEMS. B. PROVIDE ONE NAMEPLATE FOR EACH ENCLOSURE OR J-BOX LARGER THAN 4" C. CENTER ALL TEXT HORIZONTALLY AND VERTICALLY IF ONLY ONE LINE. D. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS. 3. CENTER ALL TEXT HORIZONTALLY 4.THIS DETAIL APPLIES TO ALL TRANSFER SWITCHES, MANUAL AND AUTOMATIC 5. DRILL HOLES ON EXTERIOR NAMEPLATES ONLY NOTES WIDTH AS REQUIRED, MIN. 8.5" 65 KAIC 2500A, 480Y/277V, 3PH, 4-POLE SERVES: SWBD-MTLL500 ATS-MTLL499 3" USE "BOLD" STYLE TEXT 3/16" 3/16" 1/4" 3/16" 1/4" 3/8" 3/16" LINE 4 LINE 3 LINE 2 LINE 1 1/4" 1/4" LINE 6 LIFE SAFETY POWER SYSTEM FED FROM: (N)SWBD-MTNL3003 (G)SWBD-MTGL304 3/16" 3/16" 1/4"LINE 5 3/16" 1. SEE DRAWINGS FOR ADDITIONAL NAMEPLATE INFORMATION AND COLORS OF NAMEPLATES FOR DIFFERENT SYSTEMS. 2. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS. REPLACE QUESTION MARKS WITH CORRECT NUMBERS. PANEL 2N6-2 NOTES 2.5" NAMEPLATE MOUNTING LOCATION CENTERLINE OF INNER DOOR 1/4" MAIN BUS SIZE IF MAIN LUGS ONLY OR TRIP RATING OF MAIN BREAKER USE "BOLD" STYLE TEXT 400A MCB, 480V, 3PH, 3W FED FROM SDP-BN__ WIDTH AS REQUIRED, MIN. 5" LIFE SAFETY SYSTEM 65,000 AIC 1/4" 1/4" 3/16" 3/16" 1/4" 3/16" 3/16" 1/4" 1/4" 1/4" USE RIVETS NOT DOUBLE-STICK TAPE FOR EXTERIOR LOCATIONS ONLY CL 1/2" 1. SEE DRAWINGS FOR ADDITIONAL NAMEPLATE INFORMATION AND COLORS OF NAMEPLATES FOR DIFFERENT SYSTEMS. 2. PROVIDE ONE NAMEPLATE FOR EACH PANEL OR MCC SECTION. WHERE SECTION NUMBER TWO AND ABOVE ARE WITHIN SAME ROOM AND WITHIN 10' OF EACH OTHER SMALLER SIZE NAMEPLATE CAN BE USED. 3. CENTER ALL TEXT HORIZONTALLY. 4. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS 5. DRILL HOLES ON EXTERIOR NAMEPLATES ONLY. 6. PROVIDE TYPED PANEL SCHEDULES IN DOOR SLEEVES FOR ALL PANELS. INDICATE LOAD DISCRIPTION AND BREAKER. 7. NAMEPLATES ARE NOT REQUIRED FOR APARTMENT AND CONDO PANELS. LINE 5 LINE 4 LINE 3 LINE 2 LINE 1 CENTERLINE OF OUTER DOOR (OPTION #1) (OPTION #2) WIDTH AS REQUIRED, MIN 5" 2.5" WIDTH AS REQUIRED, MIN 5" 1" 3/16" 1/4" 3/16" 3/16" 1/2" 3/16" 5/8" 1/4" 1/4" 1/4" 1/4" 3/8" 1/2"DIST. PANEL L1A NAMEPLATE MOUNTING LOCATION CENTERLINE OF INNER DOOR SECTION 2 USE "BOLD" STYLE TEXT 480V, 3PH, 3W, 800A, 65KAIC CL CL ADJACENT ADDITIONAL PANEL SECTIONS AS REQUIRED FED FROM MDS-A DIST. PANEL CRPP1A1 USE RIVETS NOT DOUBLE-STICK TAPE FOR EXTERIOR LOCATIONS MAIN BUS SIZE IF MAIN LUGS ONLY OR TRIP RATING OF MAIN BREAKER. NOTES: 1. 2. 3. 4. SEE DRAWINGS FOR ADDITIONAL NAMEPLATE INFORMATION AND COLORS OF NAMEPLATES FOR DIFFERENT SYSTEMS. PROVIDE ONE NAMEPLATE FOR EACH PANEL OR MCC SECTION. WHERE SECTION NUMBER TWO AND ABOVE ARE WITHIN SAME ROOM AND WITHIN 10' OF EACH OTHER USE THE SMALLER SIZE NAMEPLATE. CENTER ALL TEXT HORIZONTALLY. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS. 1" 2" WIDTH AS REQUIRED, MIN 4" 3/16" 3/16" 1/4" 3/16" 3/16" 1/2" WIDTH AS REQUIRED, MIN 3.5" 3/16" 1/4" 3/16" 3/16" 3/16" 1/2" USE RIVOTS ON DIV. 16 PROVIDED ITEMS IN EXTERIOR LOCATIONS, USE DOUBLE-STICK TAPE ON OWNER FURNISHED ITEMS (DO NOT DRILL HOLES) AND INTERIOR EQUIPMENT 10 HP., 480V, 3PH FED FROM DS1A1 EXHAUST FAN EF-1 USE "BOLD" STYLE TEXT GENERAL EQUIPMENT CIRCUIT BREAKERS IN DIST. PANELS EXHAUST FAN EF-1 1ST FLOOR-COL. A3 DESCRIPTION OF LOAD SERVED LOCATION OF LOAD NOTES: 2. 3. 1.SEE DRAWINGS FOR ADDITIONAL NAMEPLATE INFORMATION AND COLORS OF NAMEPLATES FOR DIFFERENT SYSTEMS. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS. CENTER ALL TEXT HORIZONTALLY WIDTH AS REQUIRED, MIN 8" 2.5" 1/4" 1/4" 1/4" 3/8" 1/2" 5/8" 1/4" MAIN SWITCHBOARD MDP-BN1-4 USE "BOLD" STYLE TEXT 480Y/277V, 3PH, 4W, 4000A, USE RIVETS NOT DOUBLE-STICK TAPE FOR EXTERIOR LOCATIONS 1. 2. 3. NOTES: 65,000 AIC SEE DRAWINGS FOR ADDITIONAL NAMEPLATE INFORMATION AND COLORS OF NAMEPLATES FOR DIFFERENT SYSTEMS. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS. CENTER ALL TEXT HORIZONTALLY WIDTH AS REQUIRED, MIN. 6" 2" USE "BOLD" STYLE, 3/8" HIGH WHITE TEXT A. SEE DRAWINGS FOR ADDITIONAL NAMEPLATE INFORMATION. BACKGROUND COLOR TO BE RED. B. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS. REPLACE QUESTION MARKS WITH CORRECT NUMBERS. C. CENTER ALL TEXT HORIZONTALLY D. THIS DETAIL APPLIES TO THE SIX SERVICE DISCONNECTS SERVICE ENTRANCE NOTES DISCONNECT © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:02:24 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.1 ELECTRICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1 RACEWAY AND NAMEPLATE IDENTIFICATION - COMMERCIAL BUILDING SCALE: NONE2DEVICE & SWITCH LABELING SCALE: NONE3ENCLOSURE INDENTIFICATION NAMEPLATES SCALE: NONE4TRANSFER SWITCH NAMEPLATES SCALE: NONE5BRANCH PANEL NAMEPLATE SCALE: NONE6 DISTRIBUTION PANEL, MOTOR CONTROL CENTER & BRANCH PANEL NAMEPLATES SCALE: NONE7EQUIPMENT IDENTIFICATION NAMEPLATES SCALE: NONE8MAIN SWITCHBOARD NAMEPLATES SCALE: 1/8" = 1'-0"9 UTILITY SERVICE ENTRANCE DISCONNECT SIGN 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG Ref NorthNOT TO SCALE WIDTH AS REQUIRED, MIN. 8.5" 3.5" USE "BOLD" STYLE TEXT 3/16" 3/16" 3/16" 1/4" 3/8" 3/16" LINE 4 LINE 3 LINE 2 LINE 1 1/4" 1/4" LINE 5 3/16" 3/16" 1/4" A. SEE DRAWINGS FOR ADDITIONAL NAMEPLATE INFORMATION AND COLORS OF NAMEPLATES FOR DIFFERENT SYSTEMS. B. CENTER ALL TEXT HORIZONTALLY C. NAMEPLATE SHALL BE NO MORE THAN 6' ABOVE FINISH FLOOR D. USE STANDBY SYSTEM NAMEPLATE COLORS PROVIDE FIVE OF THESE NAMEPLATES. E. INSTALL ON: 1. SWITCHBOARD MSWBD-HOUSE 2. SWITCHBOARD SWBD-GEN1 3. DP-E1H1 4. DP - E1H1 3/16" LINE 61/4" ADDING GENERATOR LOADS NOTES PANELS CONNECTED TO THE GENERATOR SYSTEM ARE OVERSIZED FOR SELECTIVE COORDINATION PURPOSES. DO NOT ASSUME THE ENTIRE PANEL CAPACITY IS AVAILABLE. THE ADDITION OF NEW LOADS SHALL NOT BE CONNECTED WITHOUT ENGINEERING CALCULATIONS NOTES: 1. REFER TO DIVISION 26 SPECIFICATION "IDENTIFICATION FOR ELECTRICAL SYSTEMS" 2. SIGN SHALL BE ENGRAVED ACRYLIC NAME PLATE WITH WHITE TEXT AND RED BACKGROUND. 3. TEXT TO BE 3/8" HIGH, " WARNING" TO BE 1" HIGH. 4. PROVIDE ONE NAMEPLATE FOR EACH ??. 5. CENTER ALL TEXT HORIZONTALLY. WARNING THE FACILITY IS SERVED BY MULTIPLE FEEDERS. DISCONNECTS ARE LOCATED IN EACH ELECTRICAL ROOM . THIS FACILITY IS BACKED UP BY MULTIPLE DIESEL GENERATORS THAT OPERATE UPON LOSS OF POWER AT MAIN SWITCHBOARDS SCALE: 12"16" 12" BELOW GRADE A SECTION NONE 2' SLACK AT EACH END A 1. 2. 3. 4. 5. 6. 7. NOTES: TAPE SHALL BE A MIN. OF 12" ABOVE CONDUITS. VAULT OR PULLBOX VAULT OR PULLBOX PROVIDE TAPE SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES. TAPE SHALL BE POLYETHYLENE FILM, 6 INCHES WIDE, 0.004 INCHES THICK, AND A MINIMUM STRENGTH OF 1,750 PSI. TAPE SHALL CARRY CONTINUOUS INSCRIPTION NAMING THE SPECIFIC UTILITY. COLOR SHALL BE: ELECTRIC - RED PHONE & SIGNAL - ORANGE. TAPE SHALL HAVE FOIL BACKING OR WIRES SUFFICIENT FOR DETECTION BY METAL DETECTOR TO A DEPTH OF 5 FEET. TAPE SHALL BE PLACED IN PARALLEL RUNS WITH ONE STRIP ON EACH SIDE OF TRENCH AND STRIPS NO GREATER THAN 18" ON CENTER ACROSS WIDTH OF TRENCH. TAPE TO BE RUN CONTINUOUS FROM MANHOLE TO MANHOLE AND HAVE 2 FEET SLACK ROLLED UP AT EACH END. RECORD LOCATION ON AS-BUILT DRAWINGS. 1/4" 1/4" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 1/4" 1/4" WIDTH AS REQUIRED, MIN. 6" 2.5" 480Y/277V, 3∅, PRIMARY FED FROM DS1A1 SECONDARY FEEDS PNL RDP1A1 TRANSFORMER TRR-1A1 USE RIVOTS NOT DOUBLE-STICK TAPE FOR ALL LOCATIONS USE "BOLD" STYLE TEXT 75 KVA, K-13 RATED 208Y/120V, 3∅, PROVIDE ONE NAMEPLATE FOR EACH TRANSFORMER. CENTER ALL TEXT HORIZONTALLY. NOTES: 1. 2. 3. 4. SEE DRAWINGS FOR ADDITIONAL NAMEPLATE INFORMATION AND COLORS OF NAMEPLATES FOR DIFFERENT SYSTEMS. TEXT SHOWN ABOVE IS FOR EXAMPLE ONLY. MODIFY TEXT AS REQUIRED TO MATCH EQUIPMENT SPECIFICATIONS. KEYED NOTES 1. GROUNDED CONDUCTOR BROUGHT TO SERVICE EQUIPMENT PER NEC 250.24(b), SIZED PER NEC TABLE 250.102. 2. ALL EQUIPMENT GROUNDING CONDUCTORS (EGC) FOR RECEPTACLE AND OTHER BRANCH CIRCUITS SHALL BE SIZED PER NEC TABLE 250.122. MULTIPLE BRANCH CIRCUITS IN EACH HOMERUN SHALL USE ONLY ONE EQUIPMENT GROUNDING CONDUCTOR, UON. 3. NOT USED. 4. SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM GROUNDING ELECTRODE CONDUCTOR PER NEC 250-30. ROUTE ONE COPPER GROUNDING ELECTRODE CONDUCTOR (GEC), SIZED PER NEC TABLE 250.66, OR AS NOTED, IN CONDUIT TO GROUNDING ELECTRODES SHOWN OR CONNECT TO MAIN BUILDING REFERENCE GROUND BUS IF IN SAME ROOM OR TO BUILDING GROUNDING RISER. 5. TYPICAL RECEPTACLE WITH EQUIPMENT GROUNDING CONDUCTOR. GROUND PER NEC 250.146. 6. CONNECT EQUIPMENT GROUNDING CONDUCTORS TO GROUND LUG BONDED TO THE ENCLOSURE. 7. GROUND ROD OR OTHER MADE ELECTRODES PER NEC 250.52 & 54 AND AS SHOWN ON DRAWINGS AND SPECIFICATIONS. PROVIDE 10'-0" MINIMUM SPACING BETWEEN RODS. 8. COPPER GROUND CONNECTION TO COMMUNICATION BACKBOARDS OR TO BUILDING TELECOM GROUNDING RISER. REFER TO EACH SYSTEM FOR SIZE AND QUANTITY. IF NOT SHOWN, SIZE PER BICSI TABLE 5.4.4.1 TBB STANDARDS. 9. MAIN BONDING JUMPER: SIZE PER NEC 250.28 AND TABLE 250.102. 10. EQUIPMENT COPPER GROUNDING BAR BONDED TO ENCLOSURE. 11. BONDING CONDUCTOR TO NEAREST EFFECTIVELY GROUNDED BUILDING STEEL, METAL PIPING SYSTEMS AND METAL DUCTWORK PER NEC 250.104. 12. UNDERGROUND, BARE COPPER, 7-STRAND GROUNDING ELECTRODE CONDUCTOR: #4/0 AWG, U.O.N. 13. SYSTEM BONDING JUMPER PER NEC 250.28, 250.102(C) AND TABLE 250.102. 14. MAIN BUILDING REFERENCE GROUND BUS. REFER TO SPECIFICATIONS AND DETAIL NOTED. 15. COLD WATER PIPE AS GROUNDING ELECTRODE PER NEC 250.50(A) & 250.54(D). 16. TO LIGHTING OR OTHER 277/480 VOLT BRANCH CIRCUIT. 17. BOND PARALLEL METALLIC CONDUITS TOGETHER USING GROUNDING BUSHINGS AND ONE GROUNDING CONDUCTOR IDENTICAL IN SIZE TO GROUNDING CONDUCTOR IN EACH OF THE PARALLEL CONDUIT RUNS. 18. FACTORY NEUTRAL DISCONNECT LINK 19. COORDINATE WITH UTILITY COMPANY ON WHO DOES THE UTILITY GROUNDING SCOPE. ASSUME IN BID . 20. ALL GROUNDING FOR THE EMERGENCY POWER DISTRIBUTION SYSTEM SHALL CONFORM TO ALL REQUIREMENTS SHOWN FOR THE NORMAL POWER DISTRIBUTION SYSTEM. 21. SUPPLY SIDE BONDING JUMPER, SIZE PER NEC TABLE 250.102 22. UFER GROUND. REFER TO SPECIFICATIONS AND DETAIL NOTED. 23. DO NOT CONNECT TRANSFORMER GROUNDING ELECTRODE SYSTEM TO SWITCHBOARD GROUNDING ELECTRODE SYSTEM # G SSBJ UFER GROUND B A CC BA G GE C A B C MAIN SERVICE ENTRANCE SWITCHBOARD GEC N EGC EGC G TRANSFORMER EGC SS B J (4-POLE) AUTOMATIC TRANSFER SWITCH G 120/208V PANELBOARD (POWER) 480V DISTRIBUTION BOARD OR 277/480V PANELBOARD (LIGHTING) N N SSBJ N EGC N N SS B J N EG C EMERGENCY GENERATOR A B C GG G CBA G GENERAL NOTES TO EMERG OR STANDBY DISTRIBUTION SYSTEMS A. PHASE CONDUCTORS NOT SHOWN FOR CLARITY SECONDARY WINDING GC AB C GUTILITY TRANSFORMER GMV FEEDER GROUND BUS N (SEPARATELY DERIVED) N SS B J N N N 12 G 22 TYPICAL 20 16 N 7 7 EGC EGC EG C MBRGB NEUTRAL BUS 7 GEC GEC GEC GE C GE C GE C GEC TO TECH. GROUNDING RISER SYSTEM TO ELEC GROUNDING RISER SYSTEM GEC GEC GEC 4 E9.3 2 E9.2 1 E9.9 5 E9.3 13 1 18 15 2 3 21 4 2 3 4 4 6 6 17 11 11 12 13 13 21 14 9 12 8 23 1" 4" 30" 3" FLOOR 3/4" 12 " AF F SIDE ELEVATION FLOOR FRONT ELEVATION NOTES 3/4" 1. IRREVERSIBLE TYPE WELDED OR HIGH-PRESSURE CRIMP GROUND CONDUCTOR TO BUS BAR CONNECTOR. T&B TYPE CB4, CB29 OR EQUAL BY BURNDY OR CADWELD. 2. UNDERGROUND COPPER GROUND CONDUCTORS IN PVC CONDUITS. 3. 1/4" THICK X HEIGHT AND WIDTH SHOWN, COPPER GROUND BUS. 4. 3/8"∅X 3" LONG BOLT WITH LOCK WASHER AND SPACER FOR ATTACHING COPPER GROUND BUS TO SUPPORTS. 5. SUPPORT ANCHOR BOLT. 3 1/2" MINIMUM EMBEDMENT. 6. 1/4" THICK X 2" WIDE GALVANIZED STEEL PLATE GROUND BUS SUPPORTS. BENT AS SHOWN. USE WHERE GROUND BUS IS ADJACENT TO SHEETROCK WALLS. 7. FOR CONCRETE WALL MOUNTING APPLICATIONS: USE STANDARD RED INSULATING BUS BAR STANDOFFS, AND OMIT STEEL FLOOR PLATE GROUND BUS SUPPORT. CONCRETE WALL SHEETROCK WALL # HOLE PATTERN DETAIL 2"2" 1" 3/ 4 " 3 1 26 7 6 5 4 4 3 1 6 7 (TYP) 6 7 2 5 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 6/27/2025 12:02:27 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.2 ELECTRICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE6GENERATOR DISTRIBUTION SYSTEM CAPACITY WARING SIGN SCALE: NONE5MULTIPLE SERVICES WARNING SIGNAGE SCALE: NONE3UNDERGROUND UTILITIES WARNING TAPE SCALE: NONE4TRANSFORMER NAMEPLATE 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT SCALE: NONE1 ELECTRICAL DISTRIBUTION SYSTEM GROUNDING SCHEMATIC - 480V WITH GENERATOR SCALE: NONE2MAIN BUILDING REFERENCE GROUND BUS 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE GROUND RING COPPER CONDUCTORS. CONNECT EACH END TO A SEPARATE GROUND ROD 2" SCHEDULE-80 PVC CONDUIT THROUGH FLOOR SLAB WITH WATER-PROOFING SEALANT NON-METALLIC HEAVY DUTY SUPPORT CLAMPS 48" MAXIMUM ON CENTER AND WITHIN 18" OF TAPS AND SPLICES, TYPICAL GROUNDING CABLE RISER UNINSULATED CRIMP TAP UNBROKEN GROUNDING CABLE RISER A. USE BARE COPPER CONDUCTOR. B.AVOID INCIDENTAL CONTACT WITH METALLIC BUILDING STRUCTURE, PIPING, DUCTS, CONDUITS, ETC. BOND IF NOT AVOIDABLE. C.PROVIDE HIGH-COMPRESSION CRIMPCONNECTOR TYPE . D.REFER TO GROUNDING RISER DIAGRAM ON DRAWING E?.?? SLAB-ON-GRADE CONCRETE FLOOR GENERAL NOTES: A. THIS DETAIL APPLIES FOR EACH FLOOR OF THE BUILDING. B. AVOID INCIDENTAL CONTACT WITH METALLIC BUILDING STRUCTURE, PIPING, DUCTS, CONDUITS, ETC. BOND IF NOT AVOIDABLE OR IF METAL IS WITHIN 6" OF RISER CONDUCTOR. C. CRIMP PROVIDE HIGH-COMPRESSION CRIMP TYPE SPLICE. PROVIDE MINIMUM NUMBER POSSIBLE. D. REFER TO GROUNDING RISER DIAGRAM ON DRAWING E?.?? FOR CONDUCTOR SIZES. PROVIDE #6 AWG. BARE COPPER BONDING CONDUCTOR TO NEAREST STEEL STRUCTURAL MEMBER AND TO WATER AND SPRINKLER PIPING. CADWELD TO STEEL AND USE UL APPROVED GROUNDING CLAMP ON WATER PIPING. ROUTE TIGHT TO STRUCTURE. 1" CORE-DRILLED FLOOR PENETRATION WITH WATER/ FIRE STOPPING. COMPLETELY FILL VOID. NON-METALLIC HEAVY DUTY SUPPORT CLAMPS 48" MAXIMUM ON CENTER AND WITHIN 18" OF TAPS AND SPLICES, TYPICAL GROUNDING CABLE RISER UNINSULATED CRIMP TAP GROUNDING CABLE RISER GROUNDING CONDUCTOR SIZED PER NEC AND TRANSFORMER SCHEDULE TO TRANSFORMERS, ETC. USE CRIMP ONLY. ROUTE CONDUCTORS EXPOSED ON TAPS. WALL AT UNIFORM HORIZONTAL HEIGHT WITH NON-METALLIC CLAMPS 18" ON MINIMUM 12" AFF. CENTER. ABOVE GRADE FLOOR SLAB GENERAL NOTES: NOTES A. GROUND ROD AND GROUND RING MUST BE INSTALLED IN DIRT NOT IN GRAVEL. TERMINATE ON GROUND BUS WITH HIGH-COMPRESSION, CRIMP TYPE LUGS. ROUTE GROUND THRU SLAB USING PVC CONDUIT FLOOR SLAB OR GRADE #4/0 AWG. BARE COPPER, 9- STRAND GROUNDING CONDUCTOR CADWELD OR APPROVED HIGH- PRESSURE CRIMP TERMINATION 3/4" ROUND x 10' LONG GROUND ROD COPPER-CLAD STEEL MIN. 24" TO NEXT GROUND ROD OR TO GROUND GRID CONNECTION NOTES 3 4 3 1 5 2 1 4 3 5 4 3 2 1 (MAX.) 3'-6" (MIN.) 20'-0" 6" PLAN A A FINISHED GRADE 3" 6" 24 " (M I N . ) SECTION A-A (TYP.) ELEVATION 6" (TYP.) (TYP.) FINISHED GRADE 6" CONCRETE ENVELOPE CONCRETE ENVELOPE BARE COPPER GROUNDING ELECTRODE CONDUCTOR, SIZE AS INDICATED IN THE SPECIFICATIONS OR DRAWINGS. MINIMUM SIZE #1 AWG. PROVIDE CODE SIZE NON-METALLIC PROTECTIVE SLEEVE WHERE GROUNDING ELECTRODE CONDUCTOR PENETRATE THE CONCRETE SLAB OR FOUNDATION. DRIVE CONDUIT OR REBAR STAKES TO SUPPORT GROUNDING ELECTRODE CONDUCTOR AS REQUIRED. MAXIMUM DISTANCE BETWEEN STAKES IS 42". SUPPORT GROUNDING ELECTRODE CONDUCTOR USING TIE WIRES. CONDUCTOR SHALL NOT DEVIATE FROM POSITION SHOWN BY MORE THAN 1/2". MAIN BUILDING REFERENCE GROUND BUS. CONCRETE ENVELOPE COMPACTED NATIVE BACKFILL G F E D C B A BUILDING COLUMN YGHP-C YGHC-C NOTES PROVIDE GROUND GRID OF #4/0 SOFT DRAWN BARE COPPER AND 10' COPPER GROUND RODS. TIE GRID TO REBAR AS INDICATED. PROVIDE TWO RISERS FROM GRID TO CENTER OF GROUND BUS AS INDICATED. PROVIDE COPPER GROUNDING PLATES FLUSH WITH SLAB, WHERE INDICATED ON DWG. ALL CONNECTORS MAY BE REPLACED BY PENN-UNION GGCP-025 OR BLACKBURN GRD 420. BURNDY YGH OR YGL CONNECTORS MAY BE REPLACED BY PENN- UNION GGCP-025 3/4 GR. ALL COMPRESSION CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD (THERMOWELD OR CADWELD.) YGHR-C, YGHP-C GROUND ROD TO GRID CORNER YGL-C, YGLR-C GROUND TO ROD GRID YGS, YGHS GROUND SPLICE G-STUD-HY VERSITAIL GROUND GRID YGS, YGHA GROUND TERMINAL TO B4S BARS. CONNECTION TO BUSBARS YGL-C HYGRID CROSS CONNECTOR YGF GROUND PLATE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 6/27/2025 12:02:29 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.3 ELECTRICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE2 GROUNDING SYSTEM RISER SLAB- ON-GRADE PENETRATION SCALE: NONE3ELECTRICAL ROOM GROUNDING RISER - BARE COPPER SCALE: 1/8" = 1'-0"4 GROUND ROD SCALE: NONE5CONCRETE ENCASED ELECTRODE (UFER) SCALE: NONE1GROUND GRID CONNECTOR DETAIL 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE FLOOR SLAB EXTERIOR GENERATOR NOTES: 1. 2. 3. FIRE PUMP ATS/ CONTROLLER AND JOCKEY PUMP CONTROLLER ARE PROVIDED BY OTHERS AND INSTALLED AND CONNECTED BY DIVISION 26. FIRE PUMP AND JOCKEY PUMP ARE PROVIDED AND INSTALLED BY OTHERS AND CONNECTED BY DIVISION 26. PROVIDE STANDARD EMT WIRING PER SINGLE LINE DIAGRAM AND FEEDER SCHEDULE FOR WIRING INSIDE THE FIRE PUMP ROOM. PROVIDE FIRE ALARM SYSTEM MONITOR MODULES FOR THE FOLLOWING POINTS PER NFPA-2013, 10.4.7: A. PUMP RUNNING B. LOSS OF PHASE C. PHASE REVERSAL D. CONNECTED TO ALTERNATE SOURCE M NORMAL MAIN SWITCHBOARD FIRE PUMP ATS/ CONTROLLER FIRE PUMP CONTROLLER CIRCUIT BREAKER 1 15 2 3 JOCKEY PUMP JOCKEY PUMP CONTROLLER MAIN NORMAL ELECTRICAL ROOMMAIN EMERGENCY ELECTRICAL ROOM FIRE PUMP ROOM CONNECT TO STANDBY POWER. REFER TO FLOOR PLAN FOR CIRCUITING. DEDICATED VERTICAL SECTION FOR NORMAL POWER TAP, AHEAD OF MAIN BREAKER, PER NEC 230.82 & 695.3.(A).(1) MOLDED CASE CIRCUIT BREAKER WITHOUT GROUND-FAULT PROTECTION [NEC 695.6.(G)] SIZED FOR 250% OF FIRE PUMP FULL LOAD AMPS. INCLUDE LOCKING HANDLE WITH PADLOCK. LOCK IN CLOSED POSITION PER NEC 695.4.(3).(B).(a).(4).(b) & (e).(3) DEDICATED EMERGENCY FEEDER SIZED FOR MAXIMUM OF 0.5% VOLTAGE DROP PER NEC 695.7 AND INSTALLED IN PROTECTED MANNER PER NEC 695.6. CONSIDERED TO BE "OUTSIDE OF BUILDING." IF CAN'T BE ROUTED OUTSIDE OF BUILDING THEN PROVIDE 2-HOUR FIRE RATED CABLING IN EMT OR USING MULTI-CONDUCTOR MC CABLE. 4. 5. 6. 7. 1 14 MAIN OCPDUTILITY METER TAPEMERG. DIST. SECTION STANDBY DIST. SECTION 6 8 7 GENERATOR SIZED TO ALLOW A MAXIMUM OF 15% VOLTAGE DROP WHEN STARTING OF FIRE PUMP WITH THE MAIN STARTER. VOLTAGE DROP WILL BE GREATER WHEN USING THE EMERGENCY STARTER CONTACTS (STARTED ACROSS-THE-LINE) FIRE PUMP CONTROL WIRING TO GENERATOR. PROVIDE FAIL-SAFE CONNECTION SUCH THAT A BREAK OR SHORT SHALL START THE GENERATOR PER NEC 695.6 & 695.14. INSTALL IN A PROTECTED MANNER PER NEC 695.14 & NFPA 20-10.5.2.6 TO BE CONSIDERED TO BE "OUTSIDE OF BUILDING." IF CAN'T BE ROUTED OUTSIDE OF BUILDING THEN PROVIDE 2-HOUR FIRE RATED CABLING IN EMT OR USING MULTI- CONDUCTOR MC CABLE. CONCRETE ENCASED OR CONSIDERED "ROUTED OUTSIDE" NORMAL FEEDER FROM A TAP CONNECTION PER NEC 230.6 & 695.6(C) 8. 9. 10. 9 10 SMOKE DETECTOR LIFT COVER-PUSH BUTTON GENERATOR SHUTDOWN LIFT HERE 3" 4" RED COLORED MUSHROOM-HEAD PUSHBUTTON WITH MAINTAINED CONTACT BLOCK, PUSH TO CLOSE, TURN OR PULL TO RESET. PROVIDED BY GENERATOR MANUFACTURER, INSTALLED BY DIV. 26. PUSHING BUTTON SHALL ILLUMINATE RED INDICATING LIGHT ON GENERATOR CONTROL PANEL AND ON THE REMOTE GENERATOR ANNUNICATOR PANEL. FLUSH, STAINLESS STEEL FACEPLATE OVER DEEP CAST ALUMINUM J-BOX: F/I-DIV 16 IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMMUNICATE THE REQUIRED INFORMATION TO THE ENGRAVER. VERIFY WIRING REQUIRED WITH GENERATOR MANUFACTURER. 5/8" H. EXTRA-BOLD TEXT, 1/8" THICK LAMINATED PLASTIC; RED BACKGROUND, WHITE ENGRAVED LETTERS CENTERED BOTH VERTICALLY AND HORIZONTALLY: F/I-DIV 26 GENERAL NOTES: A. B. SHUTDOWN EMERGENCY GENSET #A "MINI-STOOPER II" CLEAR POLYCARBONATE COVER WITHOUT HORN. PROVIDE CUSTOM LABELING AS SHOWN. SAFTEY TECHNOLOGY, INC. (WWW.STI-USA.COM) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 6/27/2025 12:02:31 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.4 ELECTRICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1ELECTRIC FIRE PUMP INSTALLATION SCALE: NONE2GENERATOR EMERGENCY SHUTDOWN PUSHBUTTON 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE J J ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY MAIN ELECTRICAL ROOMELEV LOBBY 1ST FLR1ST FLR 2ND FLR2ND FLR 3RD FLR3RD FLR 6TH FLR6TH FLR ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY 4TH FLR4TH FLR 5TH FLR5TH FLR J J J J J J 7TH FLR7TH FLR 8TH FLR8TH FLR 9TH FLR9TH FLR 10TH FLR10TH FLR 11TH FLR11TH FLR 12TH FLR12TH FLR 13TH FLR13TH FLR 14TH FLR14TH FLR 15TH FLR15TH FLR ROOFROOF ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY J J J J J J ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY J J J J J J ELEV LOBBY ELEV LOBBY ELEV LOBBY ELEV LOBBY J J LED LAMP NEMA 1 ENCLOSURE TRIP SHUNT FACTORY WIRING FIELD WIRING 1 3 CR KEY TEST SWITCH 4 A SW. AUX.7 SEE SINGLE-LINE DIAGRAM ELEVATOR "J" FUSES MECH. INTERLOCK AUX. CONTACT SHUNT TRIP OPERATOR BCR G 120VAC BUSSMAN POWER MODULE TO ELEVATOR CONTROLLER TO FIRE ALARM CONTROL MODULE VIA 1/2"C. TO EMERGENCY BATTERY LOWERING DEVICE IN ELEVATOR CONTROLLER VIA 1/2"C. (HYDRAULIC ELEVATORS) AUX 1 AUX 2 VOLTAGE MONITORING NC FR COMMON NO FR FIRE ALARM ISOLATION RELAY TO FIRE ALARM CONTROL MODULE VIA 1/2"C. 100VA CPT. OMIT CPT AND PRIMARY FUSES ON 208V ELEVATORS 5 8 2 CM CM NOTES: A. REFER TO ELEVATOR SHOP DRAWINGS TO B. CONFIRM HP SIZE. C. SIZE POWER MODULE PER COLUMN "C". D. AUXILIARY CONTACTS ONLY CHANGE STATE E. WHEN DISCONNECT IS OPERATED. F. COORDINATE DISCONNECT LOCATION WITH G. ELEVATOR CONTRACTOR. PROVIDE CODE H. CLEARANCE IN FRONT OF UNIT. LOCATE BY I. DOOR. TYPICAL PANEL BMSTYPICAL ROOM MACH. ROOM MACH. ROOM MACH. ROOM ELEV.ELEV.ELEV. ATS MACH. ELEV. J J XXKEYED NOTES: 1. ELEVATOR CONTROLLER OR GROUP CONTROLLER. 2. INDIVIDUAL SETS, ONE FOR EACH ELEVATOR OR GROUP CONTROLLER, OF "PRE-TRANSFER SIGNAL" DRY CONTACTS PROVIDED WITH THE ATS. CONTACTS CLOSE 30 SECONDS AFTER TO ATS TRANSFERING BACK TO NORMAL POWER. 3. INDIVIDUAL SETS, ONE FOR EACH ELEVATOR GROUP CONTROLLER, OF "ATS IN EMERGENCY POSITION" DRY CONTACTS PROVIDED WITH THE ATS. CONTACTS CLOSE WHEN ATS IS CONNECTED TO THE GENERATOR. ELEVATOR CONTROLS SHALL BE PROGRAMMED TO OPERATE ONLY ONE ELEVATOR AT A TIME ON GENERATOR POWER. 4. 2#14 WIRES TO EACH ELEVATOR OR GROUP CONTROLLER SERVED BY THE RESPECTIVE ATS FROM PRE- TRANSFER CONTACTS. USE DIFFERENT COLOR WIRE PAIRS FOR EACH ELEVATOR. 5. 2#14 WIRES TO EACH ELEVATOR OR GROUP CONTROLLER SERVED BY THE RESPECTIVE ATS FROM THE "ATS IN EMERGENCY POSITION" CONTACTS. USE DIFFERENT COLOR WIRE PAIRS FOR EACH ELEVATOR. 6. 2#14 WIRES TO BMS SYSTEM INPUT POINTS BY DIV. 26. CONNECT TO "ATS IN EMERGENCY POSITION" DRY CONTACTS. CONTACTS ARE OPEN WHEN IN NORMAL POSITION. CONTACT CLOSURE TO CAUSE BMS SYSTEM TO INITIATE "BUILDING ON EMERGENCY POWER" PROGRAMMING SEQUENCE. 7. ABOVE GROUND EMT CONDUIT. 8. ONE SET OF "ATS IN EMERGENCY POSITION" DRY CONTACTS PROVIDED WITH THE ATS. CONTACTS CLOSE WHEN ATS IS CONNECTED TO THE GENERATOR. 1 2 3 8 6 4 5 7 TYPICAL 4 5 7 A. FIELD COORDINATE EXACT LOCATION AND TERMINATION POINTS WITH FIRE ALARM AND ELEVATOR CONTRACTOR PRIOR TO ROUGH-IN OF CONDUITS. B. FLOOR PLAN SHOWN IS SCHEMATIC - INSTALL PER CODE AND ELEVATOR/ FIRE ALARM SHOP DRAWINGS. C. EQUIPMENT INSTALLED IN THE FCC ROOM SHALL BE LOCATED, LEFT TO RIGHT, ACCORDING TO THE FIRE MARSHALL'S DIRECTIVE: 1. ENVIRONMENTAL HVAC/ SMOKE CONTROL PANEL 2. FIRE ALARM CONTROL PANEL / SPRINKLER VALVE WATER-FLOW PANEL 3. PUBLIC ADDRESS SYSTEM, FIREFIGHTER 2-WAY COMMUNICATION SYSTEM 4. GRAPHIC ANNUNCIATOR/ FIRE PUMP STATUS PANEL 5. GENERATOR CONTROL PANEL 6. ELEVATOR STATUS PANEL GENERAL NOTES B E D C A A E1L1-2,4,6 1. CONDUIT ONLY FOR CODE REQUIRED REMOTE MONITORING FROM ELEVATOR CONTROLLERS. ONE CONDUIT FROM EACH BANK OF ELEVATORS. VERIFY SIZE WITH ELEVATOR CONTRACTOR. WIRING BY ELEVATOR CONTRACTOR. ROUTE CONDUIT ABOVE THE CEILING. 2. ENVIRONMENTAL HVAC (BMS) PANEL, TIF REQUIRED. 3. FIRE ALARM CONTROL PANEL (FACP) 4. LIFE SAFETY VOICE PANEL WITH FIREMAN'S MICROPHONE/ PUBLIC ADDRESS CONTROLS 5. COMBINED GRAPHIC ANNUNCIATOR PANEL/ SMOKE CONTROL PANEL/ FIRE PUMP STATUS PANEL (FIRE PUMP MONITORING POINTS INCLUDED VIA FIRE ALARM MONITOR MODULES): 24VDC, POWERED FROM FACP 6. GENERATOR REMOTE ANNUNCIATOR/ CONTROL PANEL (GRAP): DEDICATED CONDUIT FROM GENERATOR WITH 24VDC CONTROL POWER FROM GENERATOR STARTING BATTERIES, GENSET & ATS REMOTE ANNUNCIATION AND GENSET START/STOP WIRING. REFER TO GENERATOR ANNUNCIATION WIRING DETAIL. 7. ELEVATOR STATUS PANEL. PROVIDED BY ELEVATOR CONTRACTOR. THIS MAY ALSO BE A PC WORKSTATION. 8. PROVIDE CONDUIT AS REQUIRED TO ELEVATOR STATUS PANEL. FIELD COORDINATE WITH ELEVATOR CONTRACTOR 9. 24"x24"x6"D. PULLBOX MOUNTED ABOVE CEILING TO TERMINATE THE ELEVATOR REMOTE MONITORING CONDUITS 10. CODE REQUIRED: TELEPHONE WITH ACCESS TO THE PUBLIC TELEPHONE SYSTEM; CHAIR; AND 5'-0" WIDE x 24" DEEP x 36" HIGH WORK TABLE. PROVIDED BY OWNER. 11. CODE REQUIRED WALL-MOUNTED DRAWING STORAGE UNIT PROVIDED UNDER ARCHITECTURAL SCOPE OF WORK. PROVIDE COPY OF SCHEMATIC BUILDING PLANS DETAILING THE BUILDING CORE, MEANS OF EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING EQUIPMENT AND FIRE DEPARTMENT ACCESS. PLANS SHALL SHOW STAIRWAYS, SHAFTS, CORRIDORS, ELEVATORS, EMERGENCY GENERATORS AND FUEL LOCATIONS, FIRE PUMP, SMOKE CONTROL SUPPLY AND EXHAUST DUCTS. MECHANICAL ROOMS (GAS, WATER ELECTRICAL FIRE SPRINKLERS) DETECTOR LOCATIONS. ONE DRAWING MAY BE USED FOR ALL TYPICAL FLOOR LEVELS. 12. PROVIDE DEDICATED, 120VAC EMERGENCY POWER CIRCUITS FROM 'E1L1' TO ALL PANELS THAT REQUIRE IT. PROVIDE RED HANDLE-LOCKOFF ON EACH CIRCUIT BREAKER. 13. ELEVATOR & STAIRWELL 2-WAY COMMUNICATION SYSTEM DESK MOUNTED BASE STATION WITH UPS AND DISTRIBUTION MODULE ON WALL.. REFER TO 2-WAY ELEVATOR RISER DIAGRAM FOR MORE INFORMATION. NOTES J 9 8 7 6 5 4 3 2 11 1 11 11 12 # 13 13F E1L1-9,11,13 FCC S2-2 KEYED NOTES 1. 3/4" EMT C. WITH(1) COMMUNICATION TWISTED, CHIELDED, #22 AWG., CAT5 OR GREATER AND (1) POWER CABLE 18-2 SOLID SHIELDED. 2. 1" EMT C. WITH (2) COMMUNICATION CABLES AND (1) CABLE FOR POWER - BASED ON A MAXIMUM OF (3) EMERGENCY PHONES PER EACH POWER SUPPLY CIRCUIT CABLE. 3. 3/4" EMT C. WITH DEDICATED ANALOG TELEPHONE LINE (POTS, PBX OR CENTRAL OFFICE) TO MDF. LABEL CONDUIT WHERE ENTERS MDF: "ANALOG LINE TO 2-WAY ELEVATOR COMMUNICATION SYSTEM" 4. 3/4" EMT C. WITH POWER SUPPLY CABLING, NOTED ABOVE, AS REQUIRED PER MANUFACTURER'S REQUIREMENTS. 5. PROVIDE ENGRAVED NAMEPLATE: "ELEVATOR RESCUE ASSISTANCE INTERCOM POWER SUPPLY - PANEL XXX" 6. RATH #2400-808NSP, EMERGENCY PHONE WITH FLUSH BACKBOX AND BRUSHED STAINLESS STEEL FINISH. MOUNT RATH #7049 INSTRUCTION SIGNAGE NEXT TO IT. REFER TO ARCHITECT'S ELEVATIONS FOR MOUNTING LOCATION & HEIGHT. PROVIDE OTHER SIGNAGE AS REQUIRED BY CODE. NOTES A. BASIS OF DESIGN IS BASED ON RATH EQUIPMENT. B. CONTRACTOR TO COORDINATE CONDUCTOR AND CONDUIT REQUIREMENTS WITH SELECTED MANUFACTURER PRIOR TO INSTALLATION. REVISE CONDUIT SIZES AS REQUIRED. C. CABLING CAN BE COMBINED IN DIFERENT WAYS TO SUIT FIELD CONDITONS. REVISE CONDUIT SIZES AS REQUIRED. # 1 S3-2 1 S2-1 1 S3-1 1 2 3 5 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 12-16 ZONE REQUIRES 1 PAIR 28-76 ZONE REQUIRES 2 PAIRS 92 ZONES & UP REQUIRES 3 PAIRS S4-2 1 S5-2 1 S4-1 1 S5-1 1 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 LOW VOLTAGE POWER SUPPLY S6-2 1 S7-2 1 S6-1 1 S7-1 1 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 S8-2 1 S9-2 1 S8-1 1 S9-1 1 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 S10-2 1 S11-2 1 S10-1 1 S11-1 1 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 S12-2 1 S13-2 1 S12-1 1 S13-1 1 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 S14-2 1 S15-2 1 S14-1 1 S15-1 1 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 EMERGENCY PHONE 6 DEDICATED 20A, 120V CKT. TO EMERGENCY PANELBOARD E1L1. PROVIDE RED HANDLE LOCK-OFF ON BREAKER HANDLE. 4 LOBBY OR FIRE COMMAND CENTER BASE STATION EMERG. PHONE FLOOR TACTILE SIGNAGE INSTRUCTIONAL SIGNAGE ILLUMINATED SIGNAGE 60" TO CENTER48" TO 60" TO TACTILE CHARACTERS 48" TO PUSH BUTTON 60" TO CENTER 80" TO CENTER © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 As indicated 6/27/2025 12:02:34 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.5 ELECTRICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1ELEVATOR DISCONNECT SHUNT TRIP - SCHEMATIC SCALE: NONE2 GENERATOR TO MULTIPLE ELEVATOR INTERFACE WIRING SCALE: NONE3FIRE COMMAND CENTER (FCC) EQUIPMENT LAYOUT 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 5 11/26/2024 REVISION TO PERMIT SCALE: NONE4 RESCUE ASSISTANCE TWO-WAY COMMUNICATION RISER DIAGRAM (UNSUPERVISED, NON 2-HR. RATED, MAX OF 116 STATIONS) SCALE: NONE5 TWO-WAY COMMUNICATION SYSTEM MOUNTING HEIGHTS 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE NOTE 16'-0" MAX. O.C. PLAN VIEW SECTION VIEW TYP. 45° BEAM 12 GAUGE BENT PLATE WITH HOLES UNISTRUT BEAM CLAMP EACH SIDE OF ALL CROSSED BEAMS. INSTALL SUPPORT STRUTS AT STRUCTURE PRIOR TO FIREPROOFING SPRAY. 3/8" THREADED ROD 8' O.C. AND AT EACH END WITH DOUBLE NUTS TOP AND BOTTOM. PROVIDE UNISTRUT WITH CRADLE CLIPS AND BOLTS AT 18" O.C. WHEN HANGER LENGTH EXCEEDS 18" UP TO 10'-0". MAX. 6" FROM END OF ROD. ° PROVIDE AIRCRAFT CABLE AT 45 TO STRUCTURE ON BOTH SIDES AT 16'-0" O.C. MAX. ATTACH TO STRUCTURE SIMILAR TO VERTICAL RODS. PROVIDE TWO CROSBY CLAMPS PER EACH END. DROP ROD EVERY 8'-0" O.C. PROVIDE LONGITUDINAL SWAY BRACING, AT EACH END OF EACH RUN. 1. CONTRACTOR HAS OPTION TO USE 45 DEGREE UNISTRUT BRACING ON ONE SIDE ONLY IN LIEU OF TWO RUNS OF AIRCRAFT CABLE FOR LONGITUDINAL AND LATERAL SWAY BRACING. CONNECT STRUT TO CEILING STRUCTURE. LUMINAIRE UNISTRUT CONTINUOUS FOR ENTIRE LUMINAIRE ROW. ATTACH EVERY 2' O.C. BACK- TO-BACK UNISTRUT OR APPROVED EQUAL, RUN CONTINUOUS ABOVE ENTIRE LENGTH OF LUMINAIRE TO NEXT BEAM AT EACH END OF LUMINAIRE ROW. SOIL 1/2" LFMC GFI DUPLEX RECEPTACLE 20A-NEMA 5/20R FLIP-UP WP BOX COVER 2 3/8" DIA PVC HOUSING (2) 1/2" PVC SLIP CONNECTORS BK LIGHTING RECEPTACLE BOLLARD 18 " AB O V E G R A D E H E I G H T 18 1 / 2 " BE L O W G R A D E D E P T H RECORD ALL ACTUAL STUB-OUT LOCATIONS ON AS-BUILT DRAWINGS. ENGRAVE BRASS CAP INDICATING FUNCTION AND FINAL DESTINATION. NOTES 2" BRASS CAP FINISHED GRADE 2 1 2 1 CONDUIT STUB- OUT WITH CAP 2" GALVANIZED STEEL PIPE EXTERIOR WALL STUB FLUSH WITH FINISHED FLOOR AND CAP 4" 4" 4" 2" DISTANCE AS SHOWN, 5'-0" MINIMUM PROVIDE CONDUIT MARKER; NOTES BRACING SAME AS OPPOSITE SIDE DIAGONAL ANGLE 1 2 MAX NOTE: INSTALL ONE TRANSVERSE BRACE AND ONE LONGITUDINAL BRACE AT EACH END OF TRAPEZE. BRACE SPACING - 40'-0" O.C. LONGITUDINAL DIAGONAL BRACE SPACING - 40'-" O.C. TRANSVERSE DIAGONAL STEEL ALL-THREAD RODS P1001 U-CHANNEL STRUT LONGITUDINAL DIAGONAL "L" BRACE ONE EACH END OF TRAPEZE (SLOPE SAME AS TRANSVERSE BRACE) PER SCHEDULE (LONGITUDINAL DIAGONAL "L" BRACE AT OPPOSITE END NOT SHOWN FOR CLARITY. ATTACHED TO STRUCTURE AS REQUIRED CONDUIT INSTALLED AS PART OF THIS CONTRACT SHALL BE ATTACHED TO TOP OF STRUT WITH CONDUIT CLAMPS. LEAVE 25% SPACE FOR FUTURE CONDUITS CONDUITS SHALL BE SUPPORTED BY TRAPEZE AT 10'-0" MAX. SPACING A. SUPPORT TRAPEZE FROM ALL-THREAD RODS OR FROM EXISTING UNISTRUT FRAMING SYSTEM MEMBERS AS REQUIRED. CONTRACTOR TO PROVIDE ADDITIONAL UNISTRUT FRAMING MEMEBER AND ACCESSORIES, SUCH AS, BEAM CLAMPS AS REQUIRED. B. CONTRACTOR SHALL REFER TO THE LATEST EDITION OF SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" FOR SIZING BRACING ANGLES AND ALL-THREAD DIAMETERS. C. USE IMPORTANCE FACTOR OF 1.5. D. THIS DETAIL APPLIES TO ALL CONDUIT SUPPORT RACKS. PROVIDE SAFETY CAPS ON ALL ENDS OF STRUT AND ALL-THREAD RODS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 6/27/2025 12:02:37 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.6 ELECTRICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1SEISMIC ZONE RATED SUSPENDED LUMINAIRE SCALE: NONE3RECEPTACLE PEDESTAL DETAIL SCALE: NONE4UNDERGROUND CONDUIT STUB-OUT SCALE: NONE5TYPICAL SPARE CONDUIT STUB-OUT SCALE: NONE6SEISMIC ZONE RATED CONDUIT SUPPORT RACK 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE FSD CR G GG G #12AWG G GENERAL NOTES A. ELECTRICAL CONTRACTOR SHALL REVIEW MECHANICAL CONSTRUCTION DOCUMENTS FOR EXACT LOCATION AND QUANTITY OF ELECTRICALLY OPERATED DAMPERS. B. PROVIDE CONNECTION TO EACH DAMPER. C. PROVIDE SEPARATE CIRCUIT FOR DAMPERS ON EACH FLOOR, I.E., DO NOT CONNECT DAMPERS ON DIFFERENT FLOORS TO SAME CIRCUIT. D. SHOW BRANCH CIRCUITING AND PANEL/CIRCUIT DESIGNATIONS ON RECORD DRAWINGS. UPDATE PANEL SCHEDULE LOADS AND DESCRIPTIONS BASED ON ACTUAL CIRCUITS USED. E. FIRE ALARM CONTRACTOR TO DETERMINE MAXIMUM NUMBER OF INTERFACE RELAYS PER EACH 24VDC CIRCUIT. DAMPERS SHALL CLOSE OR OPEN BASED ON FIRE ALARM SEQUENCE DESCRIBED IN THE SPEC SECTION 01316. F. PROVIDE SEPARATE INTERFACE RELAY/ FA CONTROL MODULE FOR SUPPLY DAMPERS ON THE SAME AHU ZONE AND SEPARATE INTERFACE RELAY/ FA CONTROL MODULE FOR EXHAUST DAMPERS ON THE SAME AHU ZONE. EACH BRANCH CIRCUIT/ CONTROL POINT TO SERVE THE AREA SHOWN ON THE PLANS - USUALLY PER DEPARTMENT OR HALF OF THE TOWER FLOORS. INDIVIDUALLY CONTROLLED FSD DAMPER MONITORING TYPICAL FIRE ALARM DATALOOP WIRING FIRE ALARM DATALOOP WIRING TO NEXT DAMPER DUAL MONITOR MODULE TO MONITOR OPEN AND CLOSED POSITION END SWITCHES OPEN CLOSED N ? ??? J-BOX BY FSD, TYPICAL ON 5TH FLOOR TO LIFE SAFETY 120VAC PANEL CONNECT TO 20A, 1-POLE CIRCUIT BREAKER. HEAVY-DUTY FIRE ALARM INTERFACE RELAY WITH 120VAC COIL AND 20A RATED NORMALLY OPEN CONTACTS. LOCATE IMMEDIATELY ADJACENT TO FIRE ALARM CONTROL MODULE. GROUP CONTROLLED FSD'S I.E. ON SAME AHU ZONE. SEPARATE FOR SUPPLY AND EXHAUST G G G PROVIDE 15A TOGGLE SWITCH MOUNTED ON COVER OF J-BOX LOCATE IN ACCESSIBLE LOCATION PROVIDE 4" SQUARE, DEEP J-BOX WITH (1) IN-LINE BUS FUSE (SIZED PER MFGR'S RECOMMENDATIONS)FIRE ALARM LINE VOLTAGE INTERFACE ENCLOSURE FIRE ALARM DATALOOP WIRING DATALOOP TO NEXT FIRE ALARM DATALOOP DEVICE OR FIRE ALARM CONTROL PANEL ALSO ANY OTHER ELECTRICALLY CONTROLLED DAMPER MAXIMUM OF 20 FSD'S PER 20A/1P CKT. OR MAXIMUM OF 15 AMPS WHICHEVER IS SMALLER FSD CR CM CM MM FSD FSD FSD DAMPER G NOTES G G G G #12AWG G G G G FIRE ALARM DATALOOP WIRING DATALOOP TO NEXT FIRE ALARM DATALOOP DEVICE OR FIRE ALARM CONTROL PANEL: F/I-DIV. 26 MAXIMUM OF 20 FSD'S PER 20A/1P CKT. OR MAXIMUM OF 12 AMPS WHICHEVER IS SMALLER FIRE/SMOKE DAMPER: F/I-DIV.23 PROVIDE 4" SQUARE, DEEP J-BOX WITH (1) FUSE (SIZED PER MFGR'S RECOMMENDATIONS) FIC CORP. (ROCKVILLE, MD) #5600-11-ADD (OR APPROVED EQUAL) SELF- INDICATING TYPE, FUSE HOLDER: F/I-DIV. 26 INTERFACE RELAY WITH 24VDC COIL AND 20A RATED NORMALLY OPEN CONTACTS. LOCATE ADJACENT TO PANELBOARD SERVING CIRCUITS. PROVIDE AROMAT HG2-24VDC TYPE RELAY OR EQUAL: F/I-DIV. 26 TO 24VDC POWER SUPPLY IN FIRE ALARM CONTROL PANEL: W/C-DIV. 26 TO EMERGENCY 120VAC PANEL NOTED ADJACENT TO DETAIL REFERENCE ON FLOOR PLAN. CONNECT TO 20A/1P CIRCUIT BREAKER: F/I-DIV. 26 A. ELECTRICAL CONTRACTOR SHALL REVIEW MECHANICAL CONSTRUCTION DOCUMENTS FOR EXACT LOCATION AND QUANTITY OF FIRE/ SMOKE DAMPERS. B. PROVIDE CONNECTION TO EACH FSD. PROVIDE SEPARATE CIRCUIT FOR FSD'S ON EACH FLOOR, I.E., DO NOT CONNECT FSD'S ON DIFFERENT FLOORS TO SAME CIRCUIT. C. SHOW BRANCH CIRCUITING AND PANEL/ CIRCUIT DESIGNATIONS ON RECORD DRAWINGS. D. UPDATE PANEL SCHEDULE LOADS AND DESCRIPTIONS BASED ON ACTUAL CIRCUITS USED. E. FIRE ALARM CONTRACTOR TO DETERMINE MAXIMUM NUMBER OF INTERFACE RELAYS PER EACH 24VDC CIRCUIT. CR CM FSDFSD FSD FSD NOTES A. THIS DETAIL APPLIES TO SMALL 120V AND 208V, SINGLE- PHASE, HVAC EQUIPMENT LOADS (<6A EACH), IN INTERIOR LOCATIONS ONLY, THAT ARE EITHER CONNECTED TO A 20A DEDICATED CIRCUIT OR WHERE MULTIPLE UNITS ARE CONNECTED TO THE SAME 20A CIRCUIT. COMPLY WITH NEC 430.24 & 430.53 FOR MULTIMOTOR APPLICATION. B. PROVIDE FUSED DISCONNECT AT EACH PIECE OF EQUIPMENT: LITTLEFUSE LSSY (120V) AND LSTY (208V,1-PH) FUSE SWITCH DEVICE OR EQUAL. 20.2 20.220.2 JJ 20.2 SIMILAR FOR 20.1 BRANCH CIRCUITS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 6/27/2025 12:02:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.7 ELECTRICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1 HIGH-RISE BUILDING FIRE SMOKE DAMPER (FSD), SMOKE DAMPER (SD) & SUPPLY ISOLATION DA SCALE: NONE2FIRE SMOKE DAMPERS (FSD) SCALE: NONE3 SMALL VRFBS/VRF/FPB/VAV/ FCU WIRING INSTALLATION 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE SOLID BUSWAY SECTION SOLID BUSWAY SECTION 10' PLUG-IN BUSWAY SECTION SOLID BUSWAY SECTION 10' PLUG-IN BUSWAY SECTION END CLOSURE 10' PLUG-IN BUSWAY SECTION BASEMENT 2ND FLOOR 3RD FLOOR 4TH FLOOR CABLE TAP BOX SOLID BUSWAY SECTION 10' PLUG-IN BUSWAY SECTION FIRST FLOOR NOTE: CONTRACTOR TO VERIFIY ALL DIMENSIONS IN THE FIELD PRIOR TO SUBMITTING SHOP DRAWINGS VERTICAL BUSWAY SPRING FLOOR SUPPORT (TYP.) PROVIDE QUANTITY AS REQUIRED BY BUSWAY MUNUFACTURER 15.00" MIN 15.00" MIN FRONT VIEW ON OF F LC HOUSING WIDTH 2.00" MIN CL REAR WALL BUSWAY 15.00" MIN NOTE: THIS DETAIL INDICATES MINIMUM WORKING CLEARANCES USED IN DESIGN. CONTRACTOR TO INSTALL BUSWAY ACCORDING TO REVIEWED SHOP DRAWINGS. TRANSFORMER, PANELBOARD OR WALL TRANSFORMER, PANELBOARD OR WALL SECTION PLAN VIEW KEYED NOTES:XX 1. CONCRETE SLAB, SEE STRUCTURAL DRAWINGS 2. BUSWAY 3. BUSWAY SPRING FLOOR SUPPORT. 4. APPLY A 3/8" BEAD ALL AROUND USING RTE SILICONE RUBBER CAULKING OR EQUAL. 5. FABRICATE CURB USING BEVELED CUT PIECES OF 4"H.x3"x3/8" STEEL ANGLE IRON. WELD AND GRIND SMOOTH ALL JOINTS. APPLY ONE COAT OF PRIMER AND ONE FINISH COAT OF OIL BASED MEDIUM GRAY PAINT. THE INSIDE EDGE OF THE FRAME SHALL SET BACK A MINIMUM OF 3" FROM THE STRUCTURAL OPENING IN THE FLOOR. 6. 3" x 3/8" WEDGE TYPE ANCHOR WITH NUT AND WASHER. MINIMUM OF 6 SPACED MAXIMUM 12" ON CENTER. 7. PREPARE FLOOR BY WASHING AND CLEANING SURFACE WITHIN 6" OF OPENING. WHEN FLOOR SURFACE IS DRY, APPLY FOUR CONCENTRIC 1/4" BEADS OF A NON-HARDENING SILICONE CAULKING. SET CURB AND ANCHOR TO FLOOR. 8. THE OVERALL CURB FRAME DIMENSION SHALL BE A MINIMUM OF 6.5" LARGER THAN THE FLOOR OPENING AND CENTERED OVER THE FRAME. 9. SET-BACK FROM EDGE OF CONCRETE TO CENTERLINE OF ANCHOR TO BE A MINIMUM OF 8 BOLT DIAMETERS. 10. CENTERLINE SPACING BETWEEN ANCHORS TO BE A MINIMUM OF 12 BOLT DIAMETERS. 1 3 2 6 5 4 7 9 6 5 10 8 8 NEUTRAL BOTTOM 11" 8" FEEDER BUS DUCT 6" TIE BAR PHASE PHASE 1 3/4" 5/8" PHASE TOP INSULATION 22"MIN-22"MAX 1" 5" 2 1/2" 2 1/2" 5" 3" FEEDER BUS DUCT BUS DUCT TERMINATION END FLANGE PLATE SPACER AS REQUIRED. THICKNESS TO MATCH MANUFACTURERS BUS BAR TIE BARS, TWO PER PHASE BOLTS PER MANUFACTURERS SPECIFICATIONS HEX HEAD SCREW (TYP) NUT WASHER AND LOCK WASHER (TYP) DRILL 9/16" DIAMETER HOLES (TYP OF 14) TRAPEZE HANGER, OBTAIN FROM BUS DUCT SUPPLIER SPACING OF HANGARS AS REQUIRED. PROVIDE LATERAL SEISMIC BRACING BUSWAY, AMPERAGE AS SHOWN ON PLANS THREADED ROD LENGTH AS REQUIRED CONCRETE FLOOR ABOVE ROD COUPLING ANCHOR BOLT. MINIMUM EMBEDMENT 2" OR AS DIRECTED BY BOLT MANUFACTURER SECURE TO HANGER, OBTAIN HARDWARE FROM BUS DUCT MANUFACTURER © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 6/27/2025 12:02:43 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.8 ELECTRICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1TYPICAL BUSWAY RISER SCALE: NONE2BUSWAY OVERCURRENT DEVICE WORKING CLEARANCES SCALE: NONE3BUSWAY SUPPORT & CURB SCALE: NONE5BUSWAY TRANSFORMER CONNECTION DETAIL SCALE: NONE4BUSWAY SUPPORT 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE LEVEL P1BASEMENT ELECTRICAL ROOM LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 LEVEL 11 LEVEL 12 LEVEL 13 LEVEL 14 LEVEL 15 ROOF LEVEL 01 EM. ELECTRICAL ROOM LEVEL 02 MEP ROOM LEVEL 03 MEP ROOM LEVEL 04 ELECTRICAL ROOM LEVEL 06 MEP ROOM LEVEL 07 MEP ROOM LEVEL 08 MEP ROOM LEVEL 09 MEP ROOM LEVEL 10 MEP ROOM LEVEL 11 MEP ROOM LEVEL 12 MEP ROOM LEVEL 13 MEP ROOM LEVEL 14 MEP ROOM ROOF MEP ROOM LEVEL 05 MEP ROOM BASEMENT MEP ROOM BASEMENT MEP ROOM TO GROUNDING BUS BAR IN MAIN ELECTRICAL ROOM. REFER TO CONTINUATION ON SHEET R1-E9.2 DETAIL 1 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER 1#4/0 COPPER © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/27/2025 12:02:44 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-E9.9 ELECTRICAL GROUNDING RISER - WEST TOWER 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker SCALE: NONE1ELECTRICAL GROUNDING RISER - WEST TOWER 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 06/27/2025 26 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 21US00608 TG NOT TO SCALE DESCRIPTIONSYMBOL VALVES & GAUGES DESCRIPTIONSYMBOL GENERAL HVAC LEGENDABBREVIATIONS HVAC DRAWING LIST DESCRIPTIONSYMBOL DUCTWORK DESCRIPTIONSYMBOL HYDRONIC DESCRIPTIONSYMBOL PIPING DESCRIPTIONSYMBOL MISCELLANEOUS DESCRIPTIONSYMBOL CONTROLS 150 NEW WORK EXISTING WORK TO REMAIN EXISTING WORK TO BE REMOVED FUTURE WORK EXISTING RELOCATED CENTER LINE POINT OF CONNECTION OR POINT OF DISCONNECTION DETAIL 1, DRAWING M-1 SECTION A, DRAWING M-1 ELEVATION 1, DRAWING M-1 RISER IDENTIFICATION EXHAUST #1 EQUIPMENT IDENTIFICATION HEAT PUMP UNIT #1 KITCHEN EQUIPMENT TAG KEYED NOTE DIRECTION OF TRANSFER AIRFLOW (150 CFM) 78 DEGREES FAHRENHEIT (ER) 1 M-1 A M-1 1 M-1 EXH 1 HP 1 # 78°F DIRECTION OF SLOPE DIRECTION OF FLOW PIPE UP (OR UP & DOWN WITH NOTATION) PIPE DOWN PIPE DROP/PIPE RISE TOP CONNECTION - BRANCH LINE BOTTOM CONNECTION - BRANCH LINE PIPE ANCHOR TEE UP TEE DOWN STRAINER STRAINER WITH BLOW OFF INLINE PUMP BASE MOUNTED PUMP TEST TAP (PETE'S PLUG) MANUAL AIR VENT AUTOMATIC AIR VENT VACUUM BREAKER VENT THRU ROOF PIPE GUIDE EXPANSION JOINT FLEXIBLE CONNECTOR UNION CAPPED OR PLUGGED TEE BLIND FLANGE, CAP CONCENTRIC REDUCER EXPANSION LOOP VALVE ON RISE PIPE SIZE (DIAMETER IN INCHES) REFRIGERANT DISCHARGE REFRIGERANT SUCTION PNEUMATIC CONTROL VALVE AIR LINE SOUND TRAP COOLING COIL HEATING COIL RADIANT HEATER BASEBOARD HEATER CHILLED BEAM THRUST BLOCK TEMPERATURE SENSOR THERMOSTAT OR THERMOMETER CARBON DIOXIDE SENSOR OCCUPANCY SENSOR HUMIDITY SENSOR OR HUMIDISTAT STATIC PRESSURE SENSOR REFRIGERANT SENSOR CARBON MONOXIDE SENSOR HYDROGEN SENSOR DUCT SMOKE DETECTOR TEMPERATURE SENSOR STATIC PRESSURE SENSOR PRESSURE SENSOR OR SWITCH DIFFERENTIAL PRESSURE SENSOR AIR FLOW MEASURING STATION HUMIDITY SENSOR FLOW SENSOR OR SWITCH FLOW METER CURRENT SENSOR MOTOR ACTUATOR HYDROGEN MONITOR REFRIGERANT MONITOR ANALOG INPUT ANALOG OUTPUT DIGITAL INPUT DIGITAL OUTPUT BUILDING AUTOMATION SYSTEM PULSING INPUT CHILLED WATER SUPPLY CHILLED WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN BALL VALVE SOLENOID CONTROL VALVE PRESSURE AND TEMP. RELIEF VALVE BUTTERFLY VALVE MOTORIZED BUTTERFLY VALVE GATE VALVE BALANCING VALVE ANGLE GATE VALVE GLOBE VALVE ANGLE GLOBE VALVE CHECK VALVE 2-WAY CONTROL VALVE 3-WAY CONTROL VALVE NON-SLAM WAFER CHECK VALVE PRESSURE REDUCING VALVE (PRV) DIAPHRAGM VALVE LOCK SHIELD VALVE NEEDLE VALVE QUICK OPENING VALVE VENTURI FLOW METER PRESSURE GAUGE PRESS. GAUGE WITH COCK AND SNUBBER THERMOMETER ACCESS DOOR / ACCESS PANEL FLEXIBLE CONNECTION FLEXIBLE DUCT RUNOUT TO DIFFUSER RECTANGULAR DUCT SIZE (WIDTH x DEPTH IN INCHES) ROUND DUCT SIZE (DIAMETER IN INCHES) OVAL DUCT SIZE (WIDTH x DEPTH IN INCHES) DUCT THROUGH BEAM PENETRATION DUCT OFFSET (RISE OR DROP) VOLUME DAMPER OR REMOTE VOLUME DAMPER FIRE, SMOKE OR FIRE/SMOKE DAMPER SUPPLY DUCT UP SUPPLY DUCT DOWN EXHAUST DUCT UP EXHAUST DUCT DOWN RETURN DUCT UP RETURN DUCT DOWN CROSS SECTION OF SUPPLY DUCT CROSS SECTION OF EXHAUST AIR DUCT CROSS SECTION OF RETURN AIR DUCT CROSS SECTION OF ROUND DUCT DUCT ELBOW WITH TURNING VANES SMOOTH RADIUS DUCT ELBOW WITHOUT TURNING VANES CONICAL BRANCH FITTING 45 DEGREE BOOT LO-LOSS BRANCH FITTING WYE BRANCH FITTING ACOUSTICAL LINING DUCT (DIMENSION IS INSIDE DIMENSION) MOTORIZED DAMPER INSIDE DUCT TRANSFER DUCT (WITH LINER) INDICATES 8'11" TO BOTTOM OF DUCT RECTANGULAR OR ROUND SUPPLY DIFFUSER OR REGISTER (SEE SCHEDULE). 4-WAY THROW UNLESS INDICATED OTHERWISE. EXAMPLE: SB12X12-400 REFERS TO TAG SB WITH 12"X12" NECK AND 400 CFM RECTANGULAR OR ROUND EXHAUST GRILLE OR REGISTER (SEE SCHEDULE) RECTANGULAR OR ROUND RETURN GRILLE OR REGISTER (SEE SCHEDULE) WALL SUPPLY GRILLE OR REGISTER (SEE SCHEDULE) WALL RETURN OR EXHAUST GRILLE OR REGISTER (SEE SCHEDULE) LINEAR SLOT DIFFUSER (SEE SCHEDULE FOR NUMBER OF SLOTS ). 2-WAY THROW UNLESS NOTED OTHERWISE. EXAMPLES: SN10-48-250 REFERS TO TAG SN WITH 10" ROUND NECK, 48" SLOT LENGTH AND 250 CFM. VARIABLE AIR VOLUME TERMINAL UNIT VARIABLE AIR VOLUME TERMINAL UNIT W/ REHEAT FAN POWERED TERMINAL UNIT FAN POWERED TERMINAL UNIT W/ REHEAT AD/AP TS 6" RD RS A CHWS CHWR HWS HWR CWS CWR (E) (D) AI AO DI DO BAS PI ST CC HC RHT BHT CB 12x6 18ø 24x12ø VD RVD FD SD FSD 12x6 8' - 11" BOD TAG NECK SIZE-CFM TAG NECK SIZE-CFM TAG NECK SIZE-CFM TAG NECK SIZE-CFM TAG NECK SIZE-CFM TAG NECK SIZE-CFM TAG NECK SIZE-LENGTH-CFM 1 M R D (F) NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT. REFER TO DETAILS AND NOTES FOR MOUNTING HEIGHTS. T CO2 H SP RS CO H TS DSD SP PS DPS AFMS FS FM CS M A HM RM OS TS HS EQ U I P M E N T / S Y S T E M M O U N T E D D E V I C E WA L L / C E I L I N G MO U N T E D D E V I C E AAV AUTOMATIC AIR VENT AC AIR CONDITIONING ACCEPT ACCEPTANCE ACU AIR CONDITIONING UNIT AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AFMS AIR FLOW MEASURING STATION AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AG AIR GAP AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AMB AMBIENT A AMPERE AP ACCESS PANEL APPROX APPROXIMATELY ARCH ARCHITECT ARI AMERICAN REFIRGERATION INSTITUTE AS AIR SEPARATOR AUTO AUTOMATIC AUX AUXILIARY B BOILER BAS BUILDING MANAGEMENT SYSTEM BDD BACKDRAFT DAMPER BHP BRAKE HORSEPOWER BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BFP BACKFLOW PREVENTER BSMT BASEMENT BTU BRITISH THERMAL UNIT BTUH BTU PER HOUR BV BALL VALVE OR BALANCING VALVE BYV BUTTERFLY VALVE C COMMON, CONDENSATE OR CONDUIT CA CONTROL AIR CAP CAPACITY CAV CONSTANT AIR VOLUME CB CHILLED BEAM CC COOLING COIL OR CONTROLS CONTRACTOR CEG CEILING EXHAUST GRILLE CER CEILING EXHAUST REGISTER CFF CAP FOR FUTURE CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CHWP CHILLED WATER PUMP CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CH CHILLER CHV CHECK VALVE CL CENTERLINE CLG CEILING CO CLEANOUT CONN CONNECTION CONT CONTINUATION CONTR CONTRACTOR COP COEFFICIENT OF PERFORMANCE CP CONTROL PANEL OR CONDENSATE PUMP CR CONDENSATE RETURN CRG CEILING RETURN GRILLE CRR CEILING RETURN REGISTER CSD CEILING SUPPLY DIFFUSER CTE CONNECT TO EXISTING CUFT CUBIC FEET CUIN CUBIC INCHES CV CONSTANT VOLUME OR CONTROL VALVE CW COLD WATER CWP CONDENSER WATER PUMP CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DBT DRY BULB TEMPERATURE DDC DIRECT DIGITAL CONTROL DIA DIAMETER DIFF DIFFERENCE DN DOWN DP DIFFERENTIAL PRESSURE DPT DEW POINT TEMPERATURE DSD DUCT SMOKE DETECTOR DWG(S) DRAWINGS(S) DX DIRECT EXPANSION (E) EXISTING EA EXHAUST AIR OR EACH EAD EXHAUST AIR DAMPER EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR ECON ECONOMIZER EDB ENTERING DRY BULB TEMPERATURE EWT ENTERING WATER TEMPERATURE EER ENERGY EFFICIENCY RATING EF EXHAUST FAN EFF EFFICIENCY ELEC ELECTRICAL EQUIP EQUIPMENT (ER) EXISTING RELOCATED ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWB ENTERING WET BULB TEMPERATURE EXH EXHAUST EXT EXTERNAL F FAHRENHEIT FPB FAN POWERED BOX FC FLEXIBLE CONNECTION OR FAIL CLOSED FCU FAN COIL UNIT FD FIRE DAMPER FF FINAL FILTER OR FINISHED FLOOR FFA/FFB FROM FLOOR ABOVE/BELOW FO FAIL OPEN FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE/SMOKE DAMPER FT FOOT OR FEET GA GAUGE GAL GALLONS GALV GLAVANIZED GC GENERAL CONTRACTOR GLV GLOBE VALVE GPM GALLONS PER MINUTE GND GROUND GV GATE VALVE H HEIGHT HB HOSE BIBB HC HEATING COIL HD HEAD HOR HORIZONTAL HP HIGH PRESSURE HP HORSEPOWER HP HEAT PUMP HPC HIGH PRESSURE CONDENSATE HPS HIGH PRESSURE STEAM HR HOUR(S) HRU HEAT RECOVERY UNIT HS HUMIDITY SENSOR HV HOSE VALVE HVAC HEATING, VENTILATING AND AIR CONDITIONING HW HEATING WATER HWP HEATING WATER PUMP HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HX HEAT EXCHANGER HZ FREQUENCY (HERTZ) ID INSIDE DIAMETER IN INCH(ES) INPLV INTEGRATED PART LOAD VALUE KW KILOWATT KWH KILOWATT HOUR L LENGTH LAT LEAVING AIR TEMPERATURE LBS POUNDS LDB LEAVING DRY BULB LF LINEAR FEET LP LOW PRESSURE LPC LOW PRESSURE CONDENSATE LPS LOW PRESSURE STEAM LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE M MOTOR MA MIXED AIR MAD MIXED AIR DAMPER MAX MAXIMUM MBH THOUSAND BTU PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MCC MOTORIZED CONTROL CENTER MD MOTORIZED DAMPER MECH MECHANICAL MERV MINIMUM EFFICIENCY RATING VALUE MFR MANUFACTURER MIN MINIMUM MOCP MINIMUM OVER CURRENT PROTECTION MV MANUAL AIR VENT (N) NEW N/A NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN OR NUMBER NOM NOMINAL NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTSIDE AIR OAD OUTSIDE AIR DAMPER OAT OUTSIDE AIR TEMPERATURE OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DAMPER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OPER OPERATING OV OUTLET VELOCITY P PUMP OR PRESSURE OR POLE PC PUMPED CONDENSATE PD PRESSURE DROP PF PREFILTER PG PIPE GUIDE OR PRESSURE GAUGE PH PHASE (ELECTRICAL) PHC PREHEAT COIL POC POINT OF CONNECTION POD POINT OF DISCONNECTION PRESS PRESSURE PRV PRESSURE REDUCING VALVE PS PRESSURE SENSOR PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE QTY QUANTITY R RELOCATE, RISE, RISER RA RETURN AIR RAD RETURN AIR DAMPER RD REFRIGERANT DISCHARGE REF ROOFTOP EXHAUST FAN REFRIG REFRIGERATION REV REVISE, REVISION OR REVOLUTIONS RF RETURN FAN RH RELATIVE HUMIDITY RHC REHEAT COIL RHT RADIANT HEATER RPM REVOLUTIONS PER MINUTE RS REFRIGERANT SUCTION RTU ROOFTOP UNIT S SUPPLY OR SLOPE SA SUPPLY AIR SCFM CFM, STANDARD CONDITIONS SD SMOKE DAMPER SEER SEASONAL ENERGY EFFICIENCY RATING SEN SENSIBLE SF SUPPLY FAN OR SQUARE FEET SIU SPLIT INDOOR UNIT SOU SPLIT OUTDOOR UNIT SP STATIC PRESSURE SPD SPLITTER DAMPER SPEC SPECIFICATIONS SQ IN SQUARE INCH ST STRAINER OR SOUND TRAP STD STANDARD T THERMOSTAT (NOT TEMPERATURE SENSOR) T THERMOMETER TCP TEMPERATURE CONTROL PANEL TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TFA/TFB TO FLOOR ABOVE/BELOW TI TENANT IMPROVEMENT TRG TRANSFER GRILLE TS TEMPERATURE SENSOR TSP TOTAL STATIC PRESSURE TT TEST TAP OR TEST TEE TXV THERMAL EXPANSION VALVE (TYP) TYPICAL U HEAT TRANSFER COEFFICIENT UG UNDERGROUND UH UNIT HEATER UON UNLESS OTHERWISE NOTED V VENT OR VOLUME OR VELOCITY VAV VARIABLE AIR VOLUME VB VACUUM BREAKER VD VOLUME DAMPER VEL VELOCITY VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME W WASTE OR WIDTH OR WATTS W/ WITH W/O WITHOUT WB WET BULB TEMPERATURE WC WATER COLUMN WEG WALL EXHAUST GRILLE WG WATER GAUGE WP WORKING PRESSURE WPD WATER PRESSURE DROP WRR WALL RETURN REGISTER WSHP WATER-SOURCE HEAT PUMP WSR WALL SUPPLY REGISTER WT WEIGHT Z ZONE ZD ZONE DAMPER © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 8/27/2024 3:45:15 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M0.0 MECHANICAL LEGEND AND ABBREVIATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SHEET NUMBER SHEET NAME 20 2 4 - 0 6 - 1 7 R E V I S I O N T O P E R M I T R1-M0.0 MECHANICAL LEGEND AND ABBREVIATIONS X R1-M0.1 BASIS OF DESIGN AND GENERAL NOTES X R1-M0.2 SCHEDULES X R1-M0.3 SCHEDULES X R1-M0.4 ENERGY CALCULATIONS X R1-M0.5 ENERGY CALCULATIONS X R1-M2.100 HVAC PLAN - LEVEL P01 X R1-M2.100A HVAC PLAN - LEVEL P 01 SEG A X R1-M2.100B HVAC PLAN - LEVEL P 01 SEG B X R1-M2.101 HVAC PLAN - LEVEL 01 X R1-M2.102 HVAC PLAN - LEVEL 02 X R1-M2.103 HVAC PLAN - LEVEL 03 X R1-M2.104 HVAC PLAN - LEVEL 04 X R1-M2.105 HVAC PLAN - LEVEL 05 X R1-M2.106 HVAC PLAN - LEVEL 06 X R1-M2.107 HVAC PLAN - LEVEL 07 X R1-M2.108 HVAC PLAN - LEVEL 08-14 X R1-M2.115 HVAC PLAN - LEVEL 15 X R1-M2.116 HVAC PLAN - ROOF X R1-M2.118 HVAC PLAN -TOP ROOF X R1-M3.100A HVAC ZONING PLAN - LEVEL P 01 SEG A X R1-M3.100AS SMOKE CONTROL ZONING PLAN - LEVEL P01 SEG A X R1-M3.101 HVAC ZONING PLAN - LEVEL 01 X R1-M3.101S SMOKE CONTROL ZONING PLAN - LEVEL 01 X R1-M3.102 HVAC ZONING PLAN - LEVEL 02 X R1-M3.102S SMOKE CONTROL ZONING PLAN - LEVEL 02 X R1-M3.103 HVAC ZONING PLAN - LEVEL 03 X R1-M3.103S SMOKE CONTROL ZONING PLAN - LEVEL 03 X R1-M3.104 HVAC ZONING PLAN - LEVEL 04 X R1-M3.104S SMOKE CONTROL ZONING PLAN - LEVEL 04 X R1-M3.105 HVAC ZONING PLAN - LEVEL 05 X R1-M3.105S SMOKE CONTROL ZONING PLAN - LEVEL 05 X R1-M3.106 HVAC ZONING PLAN - LEVEL 06 X R1-M3.106S SMOKE CONTROL ZONING PLAN - LEVEL 06 X R1-M3.107 HVAC ZONING PLAN - LEVEL 07 X R1-M3.107S SMOKE CONTROL ZONING PLAN - LEVEL 07 X R1-M3.108 HVAC ZONING PLAN - LEVEL 08-14 X R1-M3.108S SMOKE CONTROL ZONING PLAN - LEVEL 08-14 X R1-M3.115 HVAC ZONING PLAN - LEVEL 15 X R1-M3.115S SMOKE CONTROL ZONING PLAN - LEVEL 15 X R1-M3.116 HVAC ZONING PLAN - ROOF X R1-M3.116S SMOKE CONTROL ZONING PLAN - ROOF X R1-M4.100A REFRIGERANT PIPING PLAN - LEVEL P 01 SEG A X R1-M4.101 REFRIGERANT PIPING PLAN - LEVEL 01 X R1-M4.102 REFRIGERANT PIPING PLAN - LEVEL 02 X R1-M4.103 REFRIGERANT PIPING PLAN - LEVEL 03 X R1-M4.104 REFRIGERANT PIPING PLAN - LEVEL 04 X R1-M4.105 REFRIGERANT PIPING PLAN - LEVEL 05 X R1-M4.106 REFRIGERANT PIPING PLAN - LEVEL 06 X R1-M4.107 REFRIGERANT PIPING PLAN - LEVEL 07 X R1-M4.108 REFRIGERANT PIPING PLAN - LEVEL 08-14 X R1-M4.115 REFRIGERANT PIPING PLAN - LEVEL 15 X R1-M4.116 REFRIGERANT PIPING PLAN - ROOF X R1-M5.001 SUPPLY DUCTWORK RISER DIAGRAMS X R1-M5.002 EXHAUST DUCTWORK RISER DIAGRAMS X R1-M6.001 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R1-M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R1-M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R1-M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R1-M7.001 CONTROLS - SEQUENCES AND SCHEMATICS X R1-M8.001 FIREFIGHTER'S SMOKE CONTROL PANEL X R1-M8.002 SMOKE CONTROL SEQUENCES AND DIAGRAMS X R1-M9.001 MECHANICAL DETAILS X R1-M9.002 MECHANICAL DETAILS X R1-M9.003 MECHANICAL DETAILS X R1-M10.001 BAS SYSTEM ARCHITECTURE X 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 Revision to 40137401, 40137402 & 40137403 (issued on 12/01/2023) Rev #40139376 APPROVALS: MECH - CSG © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 8/27/2024 3:45:16 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M0.1 BASIS OF DESIGN AND GENERAL NOTES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG J. DUCTWORK DESIGN CRITERIA (MAXIMUM ALLOWABLE AIR PRESSURE DROPS AND AIR VELOCITIES) TO MEET HIGH EFFICIENCY OPERATION WITH MINIMAL ACOUSTICAL NOISE. DUCT STATIC PRESSURE FRICTION LOSS SHALL NOT EXCEED 0.2" PER 100 FEET IN MECHANICAL ROOMS AND SHAFTS. LOW PRESSURE SUPPLY DUCT STATIC PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.08" PER 100 FEET. LOW PRESSURE RETURN AND EXHAUST DUCT STATIC PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.06" PER 100 FEET. MEDIUM PRESSURE DUCTWORK SHALL NOT EXCEED A DUCT STATIC PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.1" PER 100 FEET. 1. IN ADDITION, MAXIMUM SUPPLY, RETURN AND EXHAUST DUCT AIR FLOW VELOCITIES, REGARDLESS OF PRESSURE DROP, SHALL NOT EXCEED THE FOLLOWING CRITERIA: A) MAINS ABOVE CEILING: 1750 FPM B) MAINS ABOVE OPEN OCCUPIED SPACES: 1450 FPM C) BRANCHES ABOVE CEILING: 1400 FPM D) BRANCHES ABOVE OPEN OCCUPIED SPACES: 1150 FPM E) RUN-OUTS TO DIFFUSERS: 725 FPM F) IN SHAFTS: 2500 FPM G) IN MECHANICAL ROOMS: 3000 FPM 2. GREASE EXHAUST DUCT SHALL RANGE FROM 500 FPM IN VAV SYSTEMS (MINIMUM) TO MAXIMUM 2500 FPM VELOCITY. 3. SUBDUCT RISER AIR FLOW VELOCITY: 800 FPM K. ACOUSTICAL 1. THE FOLLOWING NOISE NC/RC CRITERIA LEVELS WILL BE ACHIEVED AND AS DEFINED IN THE ASHRAE HVAC APPLICATIONS HANDBOOK. THESE LEVELS ADDRESS THE MECHANICAL SYSTEMS ONLY. ACTUAL SOUND PERFORMANCE REQUIREMENTS FOR EACH SPACE MUST BE VERIFIED WITH ACOUSTICAL CONSULTANT. A) OFFICES: 35 B) MEETING/FUNCTION ROOM: 30 C) BAR/RESTAURANT/PANTRY: 40 D) LOBBY/RECEPTION/CORRIDOR: 35 E) RESIDENTIAL UNIT: 30 F) RESIDENTIAL BATHROOM: 35 G) PUBLIC RESTROOM: 40 H) DINING: 35 I) FITNESS: 40 J) STAFF RESTROOM/CHANGING: 45 K) BOH/SERVICE AREAS: 50 2. ROOFTOP CONDENSING UNITS: EQUIPMENT MOUNTING WITH STEEL SUPPORTS INCLUDING NEOPRENE MOUNTS (MASON INDUSTRIES TYPE BR HAVING 0.2" OF STATIC DEFLECTION) ON THE EQUIPMENT AND ISOLATION FOR THE REFRIGERANT PIPING. 3. SUPPLY AND EXHAUST SYSTEMS: IF A SHAFT IS WITHIN 40 FEET OF A PROPERTY LINE, THE ASSOCIATED FAN MUST HAVE A SOUND TRAP THAT HAS THE ABILITY TO REDUCE SOUND LEVEL AT 125 HZ BY 13 DB. 4. GRILLES, REGISTERS AND DIFFUSERS: NC-20 WITHIN RESIDENTIAL UNITS, NC-30 IN THE REMAINDER OF THE PUBLIC AREAS. 5. TOILET EXHAUST FANS: MAX SONE LEVEL OF 1.5 SONES. L. SEISMIC: 1. ANCHORAGE AND RESTRAINTS MUST BE COORDINATED WITH STRUCTURAL ENGINEER AND AUTHORITY HAVING JURISDICTION. ALL SEISMIC RESTRAINTS SHALL BE A DELEGATED DESIGN. M. PARKING VENTILATION 1. THE ENCLOSED PARKING ON LEVELS B1, 2, 3 AND 4 WILL REQUIRE MECHANICAL VENTILATION. EXHAUST RATES WILL BE 0.75 CFM/SF TO MEET LOCAL CODE. 2. AN EXHAUST SHAFT WILL BE PROVIDED FROM LEVEL B1 TO THE ALLEY AND FROM LEVELS 2 THROUGH 4 TO LEVEL 5. THE EXHAUST SHAFT WILL BE SERVED BY AN INLINE TYPE EXHAUST FAN, ONE PER GARAGE LEVEL. SILENCERS WILL BE PROVIDED AS CLOSE TO THE FANS AS IS ALLOWABLE TO BRING SOUND EMISSION DOWN TO ACCEPTABLE ROOF TERRACE LEVELS. 3. A VENTILATION SUPPLY SHAFTS WILL BE PROVIDED FROM LEVEL B1 TO A LOCATION AT GRADE. THE SUPPLY SHAFT WILL BE SERVED BY A PROPELLER TYPE SUPPLY FAN. A SOUND TRAP WILL BE PROVIDED AT THE TOP OF THE SHAFT TO BRING SOUND EMISSION DOWN TO ACCEPTABLE LEVELS. VENTILATION SUPPLY ON LEVELS 2 THROUGH 4 WILL BE DRAWN THROUGH OPENINGS ON THE NORTH END OF THE PARKING GARAGE. 4. PROVIDE CARBON MONOXIDE SENSORS THROUGHOUT THE GARAGE AND CONTROL THE FANS TO MAINTAIN CO BELOW CODE MAXIMUM CONCENTRATION THROUGHOUT THE GARAGE. 5. THE GARAGE MECHANICAL VENTILATION SYSTEM IS NOT REQUIRED TO ACT AS A SMOKE CONTROL SYSTEM, BUT WILL HAVE MANUAL OVERRIDE AT THE FSCP AND EMERGENCY POWER OPERATION. N. STAIR PRESSURIZATION 1. A STAIRWELL PRESSURIZATION FAN WILL BE PROVIDED ON THE ROOF FOR EACH STAIRWELL. AIR WILL BE DELIVERED TO THE STAIRWELL AT A MINIMUM INTERVAL OF EVERY THREE FLOORS. THESE STAIRWELLS WILL BE PROVIDED WITH STAIRWELL VESTIBULES. PRESSURIZATION BETWEEN THE STAIR AND VESTIBULE WILL BE MAINTAINED THROUGH LEAKAGE AT BOTTOM DOOR. ADJUSTABLE BAROMETRIC RELIEF DAMPER WILL BE LOCATED AT THE ROOF. ALL DUCTWORK AND FANS FOR STAIR/VESTIBULE PRESSURIZATION SYSTEM SHALL BE PROTECTED BY 2HR RATED ENCLOSURES. FAN AIRFLOW SHALL BE AS FOLLOWS: A) STAIR #1: 14,500 CFM B) STAIR #2: 14,500 CFM C) STAIR #3: 8,500 CFM D) STAIR #4: 9,250 CFM (INCLUDED FOR REFERENCE ONLY, TO BE INCLUDED IN SEPERATE PACKAGE). E) STAIR #5: 8,250 CFM (INCLUDED FOR REFERENCE ONLY, TO BE INCLUDED IN SEPERATE PACKAGE). 2. ELEVATOR VENTS PROVIDED PER BUILDING CODE. 3. ELEVATOR LOBBIES ARE PROVIDED. NO ELEVATOR PRESSURIZATION IS REQUIRED. O. CONTROLS 1. ALL MAJOR MECHANICAL EQUIPMENT SHALL INTEGRATE WITH THE BUILDING BAS TO MONITOR AND CONTROL OPERATION. P. THE HVAC SYSTEM INCLUDES THE FOLLOWING SUSTAINABLE DESIGN FEATURES: 1. SELECT REFRIGERANTS AND HVAC EQUIPMENT THAT MINIMIZE AND ELIMINATE THE EMISSION OF COMPOUNDS THAT CONTRIBUTE TO OZONE DEPLETION. 2. PROVIDE INDOOR AIR QUANTITIES TO MEET MINIMUM REQUIREMENTS OF SECTIONS 4 THROUGH 7 OF ASHRAE STANDARD 62.1-2016. 3. INSTALL PERMANENT CARBON MONOXIDE AND AIR QUALITY MONITORING SYSTEMS TO ENSURE THAT VENTILATION SYSTEMS MAINTAIN DESIGN MINIMUM REQUIREMENTS. 4. USE VARIABLE FREQUENCY DRIVES TO OPERATE FANS AND PUMPS. 5. UTILIZE HEAT RECOVERY IN THE VRF SYSTEM. A. THIS BUILDING INVOLVES A NEW, FIFTEEN STORY HIGH-RISE RESIDENTIAL BUILDING WITH A TOTAL OF 170 RESIDENTIAL UNITS. A HIGH RISE TOWER SITS ON A SUBTERRANEAN PARKING GARAGE AND LEVEL 1 CORE AND SHELL RETAIL/RESTAURANT SPACES. B. THE DESIGN INCLUDES THE FOLLOWING NOTABLE FEATURES, BUT IS NOT LIMITED TO THIS SCOPE. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS AND COORDINATING WITH ALL DISCIPLINES. 1. COOLING/HEATING: AIR-SOURCE HEAT PUMP WITH VARIABLE REFRIGERANT FLOW (VRF) FAN COILS. 2. CONTROLS: DIRECT DIGITAL BUILDING AUTOMATION SYSTEM (BAS) TO OPERATE ALL SYSTEM FUNCTIONS AND SCHEDULES. 3. ZONING OF VRF SYSTEM TO MAINTAIN REFRIGERANT VOLUME WITHIN INDIVIDUAL ROOMS WITHIN ASHRAE STANDARD 15 LIMITS. NO EXCEPTIONS WILL BE TAKEN TO THIS RULE. C. CODES AND STANDARDS (LATEST EDITIONS UNLESS OTHERWISE REQUIRED BY AHJ) 1. AMERICANS WITH DISABILITIES ACT (ADA) 2. NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 3. NFPA 90B: STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS. 5. NFPA 101: LIFE SAFETY CODE. 6. ASHRAE HANDBOOK, FUNDAMENTALS 7. ASHRAE HANDBOOK, REFRIGERATION. 8. ASHRAE HANDBOOK, HVAC APPLICATIONS. 9. ASHRAE HANDBOOK, HVAC SYSTEMS AND EQUIPMENT. 10. ASHRAE 55 THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY. 11. ASHRAE 62.1 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY. 12. ASHRAE 90.1 ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS. 13. CALIFORNIA BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION (AHJ): A) 2019 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 2 (2018 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS). B) 2019 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 4 (2018 UNIFORM MECHANICAL CODE (UMC) WITH STATE AND LOCAL AMENDMENTS). C) 2019 CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 5 (2018 UNIFORM PLUMBING CODE (UPC) WITH STATE AND LOCAL AMENDMENTS). D) 2019 CALIFORNIA FIRE CODE (CFC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 9 (2018 INTERNATIONAL FIRE CODE WITH STATE AND LOCAL AMENDMENTS). E) 2019 CALIFORNIA ELECTRIC CODE (CEC) (2018 NATIONAL ELECTRICAL CODE WITH STATE AND LOCAL AMENDMENTS). F) 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARD FOR RESIDENTIAL AND NONRESIDENTIAL BUILDINGS, CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 6. G) 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 11. D. OUTDOOR DESIGN CONDITIONS: 1. LOCATION: SANTA ANA, CA 2. SUMMER: 91°F DB/68°F MCWB (TITLE 24 0.5%) 3. WINTER: 35°F (TITLE24 0.2%) 4. ELEVATION: 115 FT. 5. CLIMATE ZONE: 8 E. INDOOR DESIGN CONDITIONS 1. ALL CONDITIONED AREAS: A) COOLING: 75°F+/-2°F B) HEATING: 70°F +/-2°F 2. EXCEPTIONS: A) ELEC. ROOMS: 85°F +/-2°F MAXIMUM B) DATA/TELECOM ROOMS: COOLING ONLY, 78°F +/- 2°F (MAXIMUM) C) ELEVATOR MACHINE ROOMS: COOLING ONLY, 85°F +/- 2°F (MAXIMUM) D) TRASH ROOMS: 85°F +/-2°F MAXIMUM E) GROUND FLOOR MAIN TRASH ROOM: 75°F +/-2°F MAXIMUM 3. HUMIDITY CONTROL A) ALL AREAS, UNLESS OTHERWISE NOTED: NONE F. CALIFORNIA VENTILATION CRITERIA: 1. ALL AREAS: 15 CFM/PERSON OR 0.15 CFM/SQ.FT., WHICHEVER IS GREATER. 2. COMPLY WITH CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARD. 3. COMPLY WITH CHAPTER 4 OF CMC, CHAPTER 12 OF CBC AND ASHRAE 62.1. 4. ENCLOSED PARKING GARAGE: COMPLY WITH CHAPTER 4 OF CMC. 5. NO PROVISIONS WILL BE PROVIDED FOR OSA RATES ABOVE CODE MINIMUM. G. EXHAUST TO OUTDOORS (MINIMUM RATES) 1. TOILET ROOMS: 12 AIR CHANGES PER HOUR OR 50 CFM/FIXTURE, WHICHEVER IS GREATER. PRIVATE RESIDENTIAL RESTROOMS WILL BE LIMITED TO 50 CFM MAX. 2. JANITOR CLOSET: 100 CFM OR 10 AIR CHANGES PER HOUR, WHICHEVER IS GREATER. 3. SHOWER ROOMS: 12 AIR CHANGES PER HOUR 4. MAIN TRASH ROOMS: 1 CFM/SQ.FT. H. BUILDING ENVELOPE 1. GLAZING: GLASS/FRAME COMBINATION A) GROUND LEVEL: 1) DESCRIPTION: LOW-E IGU, CLEAR, AND THERMAL BREAK FRAME 2) U= 0.44 (ASSEMBLY) 3) SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.32 (ASSEMBLY) A) PODIUM: 1) DESCRIPTION: LOW-E IGU, CLEAR, AND THERMAL BREAK FRAME 2) U= 0.44 (ASSEMBLY) 3) SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.31 (ASSEMBLY) B) TOWER: 1) DESCRIPTION: LOW-E IGU, CLEAR, AND THERMAL BREAK FRAME 2) U= 0.45 (ASSEMBLY) 3) SHGC = 0.28 (ASSEMBLY) 2. WALL CONSTRUCTION: A) EXTERIOR WALLS: 1) DESCRIPTION: METAL FRAMED 2) U= 0.15 3. ROOF CONSTRUCTION: A) STRUCTURE: R40 CONTINUOUS INSULATION OVER CONCRETE DECK B) OVERALL U-VALUE = 0.047 C) REFLECTIVITY: MAX 78% AGED 4. EXTERIOR FLOOR: A) DESCRIPTION: CONCRETE SLAB B) U=0.269 I. INTERNAL HEAT GAINS 1. LIGHTING: A) OFFICE: 1.0 W/SF B) LOBBY: 1.3 W/SF C) CORRIDOR: 0.7 W/SF D) RESTROOM: 0.7 W/SF E) RETAIL: 1.3 W/SF F) FITNESS CENTER: 1.0 W/SF G) RESIDENTIAL UNITS: 0.5 W/SF 2. RECEPTACLE POWER IN OFFICES AREAS: 1.5 W/SF 3. ELECTRICAL TRANSFORMERS: 3.5% LOSS 4. ELEVATOR MACHINE ROOMS: SEE PLANS FOR BTUH 5. OCCUPANCY CRITERIA IN CALIFORNIA: A) OFFICE OCCUPANT: 250 BTUH SENSIBLE/200 BTUH LATENT B) OFFICE: 1 PERSON/100 SF C) FITNESS CENTER: 1 PERSON/20 SF D) STREET LEVEL RETAIL AREA: 1 PERSON/30 SF E) LOBBY: 1 PERSON/15 SF F) DINING: 1 PERSON/10 SF 6. ZONING CRITERIA A) ELECTRICAL ROOMS: ONE ZONE (TEMPERATURE SENSOR) PER ROOM B) DINING: ONE ZONE (TEMPERATURE SENSOR) PER DINING AREA, ONE ZONE (TEMPERATURE SENSOR) PER KITCHEN C) LOBBY: ONE ZONE (TEMPERATURE SENSOR) D) AMENITY ROOMS (EXERCISE, LOUNGE, ETC.): ONE ZONE (TEMPERATURE SENSOR) PER ROOM E) RESIDENTIAL UNITS: ONE ZONE (THERMOSTAT) PER ROOM MECHANICAL BASIS OF DESIGN 47. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE LOCATIONS WITH STRAIGHT SECTION OF PIPE OR DUCT UPSTREAM AND DOWNSTREAM AS RECOMMENDED BY THE MANUFACTURER FOR RATED ACCURACY. 48. UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM SENSORS AT 4'-0" (1.2 M) TO CENTERLINE ABOVE FINISHED FLOOR. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY ROOMS WHERE THE ABOVE LOCATION CANNOT BE MAINTAINED OR WHERE THERE IS A QUESTION ON LOCATION. 49. COORDINATE ALL CONTROLS AND SEQUENCES OF OPERATION WITH THE BUILDING AUTOMATION SYSTEM (BAS). PROVIDE ALL DEVICES, CONTROLLERS, SENSORS, CONDUIT, WIRING AND LABOR TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM TO MEET THE OWNER'S PROJECT REQUIREMENTS. 50. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE ELECTRICAL CODE AND THE SPECIFICATION SECTIONS. 51. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE FABRICATION. 52. WHEN MECHANICAL WORK (HVAC, PLUMBING, SHEET METAL, FIRE PROTECTION, ETC.) IS SUBCONTRACTED, IT SHALL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE SUBCONTRACTORS AND THE ASSOCIATED CONTRACTS. WHEN DISCREPANCIES ARISE PERTAINING TO WHICH CONTRACTOR PROVIDES A PARTICULAR ITEM OF THE MECHANICAL CONTRACT OR WHICH CONTRACTOR PROVIDES FINAL CONNECTIONS FOR A PARTICULAR ITEM OF THE MECHANICAL CONTRACT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE MECHANICAL CONTRACTOR, WHOSE DECISION SHALL BE FINAL. 53. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. DO NOT SCALE DRAWINGS. 54. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS SHOWN IN DETAILS FOR PIPING, DUCTWORK, AND EQUIPMENT (UNLESS OTHERWISE NOTED) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 55. ALL DUCTWORK, PIPING AND EQUIPMENT SUPPORTED FROM STRUCTURAL STEEL SHALL BE COORDINATED WITH GENERAL CONTRACTOR. ALL ATTACHMENTS TO STEEL BAR JOISTS, TRUSSES, OR JOIST GIRDERS SHALL BE AT PANEL POINTS. PROVIDE BEAM CLAMPS MEETING MSS STANDARDS. WELDING TO STRUCTURAL MEMBERS SHALL NOT BE PERMITTED. THE USE OF C-CLAMPS SHALL NOT BE PERMITTED. 56. MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHALL NOT BE SUPPORTED FROM METAL DECK. 57. ALL ROOF MOUNTED EQUIPMENT CURBS FOR EQUIPMENT PROVIDED BY THE MECHANICAL CONTRACTOR SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 58. LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES INVOLVED. 59. ALL PENETRATIONS THROUGH FIRE AND SMOKE RATED WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., SHALL BE FIRE AND SMOKE STOPPED WITH A UL APPROVED SEALANT SYSTEM. 60. MECHANICAL DUCT PENETRATIONS OF A NON-FIRE RESISTANCE RATED FLOOR ASSEMBLY SHALL BE PROTECTED WITH A SHAFT ASSEMBLY IN ACCORDANCE WITH THE BUILDING CODE. OR, WHEN THE DUCT CONNECTS NOT MORE THAN TWO STORIES, THE ANNULAR SPACE AROUND THE PENETRATING DUCT MUST BE MATERIAL THAT RESISTS THE FREE PASSAGE OF FLAME AND PRODUCTS OF CONSTRUCTION. 61. ALL AIR CONDITIONING CONDENSATE DRAIN LINES FROM EACH AIR HANDLING UNIT AND ROOFTOP UNIT SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, AND PIPED TO NEAREST DRAIN. SEE DETAILS SHOWN ON THE DRAWINGS OR THE CONTRACT SPECIFICATIONS FOR DEPTH OF AIR CONDITIONING CONDENSATE TRAP. 62. PROVIDE 120 VOLT ELECTRICAL OUTLETS WITHIN 25 FEET (8 M) OF ALL MECHANICAL EQUIPMENT. 63. SIZING OF THE GAS FIRED CATEGORY 1 APPLIANCE VENTING SYSTEMS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MECHANICAL CODE AS APPLICABLE TO THE TYPE INSTALLATION. 64. EQUIPMENT AND APPLIANCES SHALL BE ACCESSIBLE FOR SERVICE, INSPECTION, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. SUFFICIENT CLEARANCE SHALL BE MAINTAINED TO PERMIT CLEANING, REPLACEMENT OF FILTERS, BLOWERS, MOTORS CONTROLS AND LUBRICATION OF MOVING PARTS. MINIMUM OF 30 INCHES (750 MM) OF CLEARANCE IN DEPTH WIDTH AND HEIGHT SHALL BE PROVIDED TO SERVICE THE APPLIANCE OR EQUIPMENT. 65. PERMANENT LIGHTING FIXTURES SHALL BE INSTALLED FOR ALL EQUIPMENT AND APPLIANCES INSTALLED ABOVE PERMANENTLY CONSTRUCTED CEILING. CONTROL OF THE LIGHT FIXTURES SHALL BE PROVIDED AT THE ACCESS ENTRANCE. 66. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED. 67. BALANCE AIR FLOW AT ALL AIR INLETS AND OUTLETS TO AIR QUANTITIES SHOWN. MECHANICAL CONTRACTOR SHALL PROVIDE MOTORS, PULLEYS AND BELTS AS REQUIRED TO ACCOMMODATE THE REQUIRED AIR FLOWS. BALANCE ALL WATER FLOWS TO COILS AND MECHANICAL EQUIPMENT TO VALUES SHOWN. INSTALL TEST PLUGS WHERE NECESSARY. PROVIDE FIVE TYPED FINAL BALANCE REPORTS. BALANCING CONTRACTOR SHALL BE INDEPENDENT OF THE INSTALLING CONTRACTORS AND CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) OR ASSOCIATED AIR BALANCE COUNCIL (AABC) WITH AT LEAST THREE YEARS OF EXPERIENCE. 68. ALL EXPOSED PIPE, UNFINISHED EQUIPMENT AND DUCT SUPPORTS TO MATCH ADJACENT AREAS AS REQUIRED BY PAINTING SPECIFICATION. 69. RESTORE ALL DAMAGE RESULTING FROM YOUR WORK AND LEAVE PREMISES IN CLEAN CONDITION WHEN FINISHED WITH WORK. 70. GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR (MINIMUM) FROM DATE OF CERTIFICATE OF OCCUPANCY. 71. AT COMPLETION OF CONSTRUCTION PROVIDE AS-BUILT MARK-UPS AND COPIES OF BOUND OPERATIONS AND MAINTENANCE MANUALS. 72. A COPY OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE PROVIDED AT THE LOCATION OF EACH PIECE OF EQUIPMENT. 73. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. MECHANICAL - GENERAL NOTES 1. CONTRACT DOCUMENT DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY. DO NOT SCALE FOR MATERIAL QUANTITIES. ALL SCALING SHOULD BE REFERENCED TO ARCHITECTURAL PLANS ONLY. 2. GENERAL NOTES AND LEGEND APPLY TO ALL SHEETS. 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED FEES, PERMITS AND INSPECTIONS. OBTAIN ALL FIELD APPROVALS ON WORK FROM REGULATING AGENCIES WHERE REQUIRED. 4. DURING ENTIRE CONSTRUCTION PERIOD MAINTAIN ADEQUATE FIRE EXTINGUISHERS READY FOR USE IN CASE OF FIRE. 5. PROTECTION OF PUBLIC: THE CONTRACTOR SHALL PROTECT THE PUBLIC FROM INJURY DURING PROGRESS OF THE WORK BY POSTING WARNING SIGNS, GUARD LIGHTS AND BARRICADES AS REQUIRED. 6. COORDINATE ALL WORK WITH VARIOUS TRADES IN INSTALLING ALL WORK TO CLEAR ARCHITECTURAL AND STRUCTURAL MEMBERS. NO WORK SUCH AS PIPE, DUCT, ETC., TO BE IN CONTACT WITH ANY EQUIPMENT OR BUILDING MEMBERS. 7. COORDINATE ALL CUTTING AND PATCHING WITH GENERAL CONTRACTOR AND OTHER DISCIPLINES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING RELATED TO HIS WORK. 8. OBTAIN WRITTEN PERMISSION OF STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY CUTTING OR PATCHING OF STRUCTURAL SYSTEMS. DO NOT CUT ROOF FRAMING. 9. REFER TO STRUCTURAL DESIGN FOR SEISMIC ATTACHMENT REQUIREMENTS PER THE BUILDING CODE. ALL SEISMIC RESTRAINTS OF PIPES AND DUCTS SHALL MEET THE MINIMMUM REQUIREMENTS OF THE 2008 SMACNA SEISMIC RESTRAINT MANUAL. CONTRACTOR SHALL MAINTAIN ONE COPY ON SITE AT ALL TIMES FOR REVIEW AND ACCESS BY INSPECTORS AND OWNER'S REPRESENTATIVES. 10. THESE PLANS AND ACCOMPANYING SPECIFICATIONS HAVE BEEN DESIGNED TO SHOW SUBSTANTIAL COMPLIANCE WITH THE ENERGY STANDARDS. ALL EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE BUILDING ENERGY EFFICIENCY STANDARDS. 11. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE PRODUCT OF ONE MANUFACTURER SHALL BE USED. 12. REFER TO TYPICAL DETAILS FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION. 13. ALL DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH THE MECHANICAL CODE AND THE "SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE". 14. ALL SUPPLY, RETURN AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL IN ACCORDANCE WITH MECHANICAL CODE, SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND ASHRAE STANDARDS. DUCT GAUGE AND CONSTRUCTION SHALL BE SELECTED AT 1.5 TIMES THE DESIGN FAN SUPPLY STATIC. INSTALL SINGLE THICKNESS TURNING VANES AT EACH RECTANGULAR ELBOW OR PROVIDE 1.5X RADIUSED ELBOWS. 15. DIMENSIONS AND SHAPE OF THE DUCT MAY BE ALTERED, AS LONG AS THE SAME AIR VELOCITY AND FLOW RATE ARE MAINTAINED, TO AVOID INTERFERENCES AND MAINTAIN ADEQUATE CLEARANCES. 16. ALL DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE INTERNAL CLEAR DIMENSIONS AND DUCT SIZE SHALL BE INCREASED TO COMPENSATE FOR DUCT LINING THICKNESS. 17. SEAL ALL DUCT JOINTS, INCLUDING LONGITUDINAL JOINTS, WITH WATER BASED SEALANT. MAXIMUM ALLOWABLE DUCTWORK LEAKAGE SHALL NOT EXCEED 5% AND AS DEFINED ELSEWHERE IN DOCUMENTS. 18. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE INSULATED WITH NOT LESS THAN THE AMOUNT OF INSULATION INDICATED IN ACCORDANCE WITH THE MECHANICAL CODE AND ENERGY CODE. ALL DUCTWORK MOUNTED EXTERIOR TO THE BUILDING ENVELOPE SHALL BE SANDWICHED INSULATION WITH DOUBLE WALL SHEETMETAL CONSTRUCTION. 19. IDENTIFY ALL NEW MECHANICAL EQUIPMENT WITH NAMEPLATES PERMANENTLY ENGRAVED WITH 1/2 INCH HIGH WHITE LETTERS ON A BLACK BACKGROUND. IDENTIFY EQUIPMENT WITH SYMBOLS SHOWN ON THE PLANS AND AREA SERVED DESCRIPTION. 20. INSTALL VOLUME DAMPERS WHERE SHOWN AND AS REQUIRED FOR PROPER BALANCING OF EACH DIFFUSER/GRILLE/REGISTER. VOLUME DAMPERS SHALL BE MOUNTED IMMEDIATELY DOWNSTREAM OF BRANCH CONNECTIONS. PROVIDE EXTENDED REGULATORS, WITH CONCEALED COVER PLATES, TO OPERATE DAMPERS LOCATED ABOVE INACCESSIBLE CEILINGS. 21. CERTAIN ITEMS SUCH AS RISES AND DROPS IN DUCTWORK, ACCESS DOORS, VOLUME DAMPERS, ETC., ARE INDICATED ON THE CONTRACT DOCUMENT DRAWINGS FOR CLARITY FOR A SPECIFIC LOCATION REQUIREMENT AND SHALL NOT BE INTERPRETED AS THE EXTENT OF THE REQUIREMENTS FOR THESE ITEMS. 22. PROVIDE FLASHING AND COUNTERFLASHING FOR ALL PENETRATIONS THROUGH WALLS OR ROOF TO MAKE WATERPROOF INSTALLATION. 23. OUTSIDE AIR FOR A HEATING OR COOLING SYSTEM SHALL NOT BE TAKEN FROM CLOSER THAN 10 FEET (3 M) FROM AN APPLIANCE VENT OUTLET, VENT OPENING OF A PLUMBING SYSTEM, OR THE DISCHARGE OUTLET OF EXHAUST FAN, UNLESS THE OUTLET IS 3 FEET (1 M) ABOVE THE OUTSIDE AIR INLET. 24. COORDINATE ALL SUPPLY DIFFUSERS AND RETURN GRILLES WITH CEILING GRID, LIGHTS, SPRINKLER HEADS, SEISMIC BRACING, TELEPHONE EQUIPMENT, AREA DETECTORS, ETC. 25. CEILING DIFFUSER SIZES SHOWN INDICATE NECK SIZES. PROVIDE FRAMES AS REQUIRED TO MATCH MOUNTING SURFACE. 26. DUCT SIZE SERVING DIFFUSERS AND GRILLES MUST BE EQUAL OR GREATER IN AREA UNLESS OTHERWISE NOTED ON THE DRAWINGS. 27. CONDENSATE AND PRESSURE RELIEF PIPING SHALL BE TYPE L OR M TUBING WITH WROUGHT COPPER FITTINGS. PRIMARY DRAIN PAN SHALL BE PROVIDED WITH COOLING COIL AND EXTEND BEYOND THE LEAVING SIDE OF THE COIL AND UNDERNEATH THE COOLING COIL CONNECTIONS. PROVIDE SECONDARY DRAIN PAN WITH MOISTURE DETECTOR FOR UNIT SHUTDOWN AS SCHEDULED. 28. SUPPORT ALL PIPING SO THAT IT IS FIRMLY HELD IN PLACE BY APPROVED IRON HANGERS AND SUPPORTS, IN ACCORDANCE WITH RECOMMENDATIONS OF AMERICAN PIPE FITTERS ASSOCIATION AND PIPE HANGER INSTITUTE. 29. MOTOR STARTERS AND VARIABLE FREQUENCY DRIVES, WHERE REQUIRED, SHALL BE PROVIDED AND MOUNTED BY THE MECHANICAL INSTALLER AND WIRING/CONDUIT BY ELECTRICAL INSTALLER. 30. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE. 31. IN CORRIDORS WHERE CEILING SPEAKERS AND AIR DIFFUSERS ARE INDICATED BETWEEN THE SAME LIGHT FIXTURES, INSTALL BOTH DEVICES AT THE QUARTER POINTS BETWEEN THE SAME FIXTURE. 32. COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT. 33. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS AND VALVING. 34. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS (SUPPLY, RETURN, AND EXHAUST) CONNECTED TO AIR HANDLING UNITS AND FANS. FLEXIBLE CONNECTORS SHALL NOT BE PROVIDED AT FIRE LIFE SAFETY FANS INCLUDING BUT NOT LIMITED TO STAIRWELL PRESSURIZATION FANS AND SMOKE EVACUATION FANS. 35. INDIVIDUAL RUNS OF FLEXIBLE DUCT SHALL NOT EXCEED FIVE (5) FEET. 36. ALL EQUIPMENT, PIPING, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED, SPECIFIED, AND REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION. 37. ALL EQUIPMENT ATTACHED AND ANCHORED PER THE APPLICABLE BUILDING CODE, MANUFACTURER'S INSTRUCTIONS AND STRUCTURAL DESIGN. 38. PROVIDE VIBRATION ISOLATION DEVICES FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE. 39. ALL DUCTWORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, INCLUDING DIVIDED DUCTS AND TRANSITIONS AROUND OBSTRUCTIONS, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 40. PROVIDE ACCESS DOORS IN DUCTWORK TO PROVIDE ACCESS FOR ALL FANS, SMOKE DETECTORS, FIRE DAMPERS, SMOKE DAMPERS, VOLUME DAMPERS, HUMIDIFIERS, COILS, AND OTHER ITEMS LOCATED IN THE DUCTWORK WHICH REQUIRE OPERATION, ADJUSTMENT AND MAINTENANCE. 41. DUCT MOUNTED PHOTOELECTRIC SMOKE DETECTORS SHALL BE INSTALLED IN SUPPLY AND RETURN DUCTS FOR EACH HEATING OR COOLING SYSTEM SUPPLYING AIR IN EXCESS OF 2000 CFM (3400 CMH) AND IN SYSTEMS SERVING MORE THAN ONE OCCUPANCY TYPE. DETECTOR SHALL BE PROVIDED WITH METAL SAMPLING TUBE AND BE MOUNTED IN THE SUPPLY AIR DUCTWORK. DETECTOR SHALL SHUT DOWN THE AIR-MOVING EQUIPMENT WHEN SMOKE IS DETECTED. PROVIDE REMOTE TEST AND RESET STATION FOR MOUNTING AT THE CEILING OR WALL IN THE VICINITY OF THE SMOKE DETECTOR. 42. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY THE ELECTRICAL INSTALLER. THE MECHANICAL INSTALLER SHALL BE RESPONSIBLE FOR MOUNTING THE SMOKE DETECTOR IN DUCTWORK AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. 43. THE EXACT LOCATION AND SIZE OF EQUIPMENT PADS, ROOF OPENINGS, WALL OPENINGS, WALL/FLOOR PENETRATIONS, AND MOUNTING FRAMES SHALL BE COORDINATED IN THE FIELD WITH FINAL EQUIPMENT FURNISHED AND BUILDING CONSTRUCTION. 44. EXTERIOR LOUVERS ARE INDICATED FOR INFORMATION ONLY. DETAILED DESCRIPTIONS ARE PROVIDED IN THE ARCHITECTURAL DOCUMENTS AND SHALL BE COORDINATED WITH GENERAL CONTRACTOR. 45. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS. 46. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT DRAWINGS. GENERAL NOTES 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 7. FREE-FIELD SOUND LEVEL MEASURED 3M FROM FAN WITH MULTIPLE FANS OPERATING. 1. INTEGRATED SOFT-START IN EC MOTOR, DO NOT USE EXTERNAL STARTER 2. FAN MUST HAVE DEDICATED INPUTS FOR TWO (2) EXTERNAL SENSORS. SENSORS DO NOT REQUIRE EXTERNAL POWER. 5. SOUND MEASUREMENTS IN ACCORDANCE WITH ISO 13347. PARKING GARAGE INSTALLED SOUND LEVELS MUST BE PROVIDED. 6. FANS TO BE FULL VARIABLE SPEED CONTROLLABLE AND PROVIDE SENSOR VALUES, FAN STATUS, AND FAULT CODES VIA MODBUS. SYSTEM TO BE BACNET CAPABLE. 3. FAN SPEED TO RUN PROPORTIONAL TO SENSOR OR BAS DEMAND. REFER TO JETVENT FAN CONTROL SEQUENCE. 4. GARAGE INSTALLED SOUND LEVEL MEASURED 8M FROM FAN WITH MULTIPLE FANS OPERATING. GTF-1 THRU 9 9 JETVENT JVEC- ULP ZOO FANS PREMIUM EFFICIENCY EC 93 BACKWARD- CURVED CENTRIFUGAL 12.4 NONE 23 1396 4808 210 0 277 1 0.56 2.6 64 55 FAN SPEED PROPORTIONAL TO SENSORS IN JETVENT CONTROL SEQUENCE 1, 3, 4, 5,6,7 NOTES: PARKING GARAGE TRANSFER FAN SCHEDULE TAG QT Y MODEL MANUFACTURE R MOTOR TYPE WEIGHT (LBS)IMPELLER FAN BLADE SIZE (IN.) STARTER TYPE THRUST (N)AIRFLOW (CFM) OUTLET VELOCITY (FPM) RPM VOLTS PH POWER (kW) CURRENT (A) GARAGE INSTALLED SOUND (dBA @ 8m) FREE-FIELD SOUND (dBA @ 3m) CONTROL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 8/27/2024 3:45:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M0.2 SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG FAN SCHEDULE TAG # MANUFACTURER MODEL NUMBER LOCATION AREA SERVED DISCH TYPE DRIVE AIR FLOW (CFM) ESP (IN WG) MIN. EFF. (%) FAN RPM MTR RPM ELECTRICAL UNIT SIZE (L"xW"xH") OPER. WT. (LBS) NOTESBHP WATTS HP VOLTS PH VFD (Y/N) EMERG POWER (Y/N) EF 1-1 GREENHECK SP-A200 LEVEL 01 RESTROOM HORIZONTAL CEILING EXHAUST DIRECT 125 0.25 0 659 659 20 120 1 No No 15X14X14 25 1, 3-9, 11,12,13,16 EF 1-2 GREENHECK SP-A125 LEVEL 01 JANITOR ROOM HORIZONTAL CEILING EXHAUST DIRECT 100 0.25 0 1056 1056 18 120 1 No No 15X14X14 18 1, 3-9, 11,12,13,16 EF 1-3 GREENHECK SQ-130-VG LEVEL 01 TRASH ROOM HORIZONTAL INLINE DIRECT 1100 0.5 49 1141 1725 0.18 1 120 1 No No 21X23X21 81 1, 3-9 ,11,12,13,16 EF 6-1 GREENHECK SQ-7-VG LEVEL 06 POOL EQUIPMENT ROOM HORIZONTAL INLINE DIRECT 650 1 52 2923 2923 0.19 1/2 120 1 No No 14.5X14.5X14.5 43 1, 3-9 ,11,12,13,15,16 GEF 1 GREENHECK 27-APH-4-100-II-150 LEVEL P01 GARAGE HORIZONTAL PLENUM DIRECT 16835 2 52 1614 1614 20.00 15 460 3 Yes Yes 43"X38"X40" 534 1-5, 7,8,9,11,12,16,17,18 GEF 2 GREENHECK 27-APH-4-100-II-150 LEVEL P01 GARAGE HORIZONTAL PLENUM DIRECT 16835 2 52 1614 1614 20.00 15 460 3 Yes Yes 43"X38"X40" 534 1-5, 7,8,9,11,12,16,17,18 SPF 1 GREENHECK QEID-27 ROOF STAIR 1 HORIZONTAL MIXED FLOW INLINE DIRECT 18500 1 24 1770 1170 12.60 15 460 3 Yes Yes 45X40X43 850 1-5, 7-12, 14,15 SPF 2 GREENHECK QEID-27 ROOF STAIR 2 HORIZONTAL MIXED FLOW INLINE DIRECT 14000 1 21 1770 1170 10.40 15 460 3 Yes Yes 45X40X43 850 1-5, 7-12, 14,15 TEF 1 GREENHECK USF-12-B6 ROOF CORE TRASH ROOMS UB UTILITY BLOWER DIRECT 1000 2 70 1957 1957 0.45 1/2 460 3 No Yes 32X24X28 193 1,3-13,16 GRAVITY VENTILATION SCHEDULE TAG # MANUFACTURER MODEL NUMBER LOCATION AREA SERVED TYPE MINIMUM FREE AREA (SQFT) THROAT SIZE (L"xW") AIR FLOW (CFM)STATIC PRESSURE OVERALL SIZE (L"xW"xH") OPER. WT. (LBS)NOTES GV 1 GREENHECK WRH ROOF STAIR 01 GRAVITY RELIEF 9 SF 36"x36" 2500 0.05 48" x 48" x 21" 35 1,2,3,4 GV 2 GREENHECK WRH ROOF STAIR 02 GRAVITY RELIEF 9 SF 36"x36" 2500 0.05 48" x 48" x 21" 35 1,2,3,4 GV 3 GREENHECK WRH ROOF ELEVATOR HOISTWAY VENT GRAVITY RELIEF 3 SF 24"x24" N/A N/A 38" x 38" x 16" 35 1,3,4,5 GV 4 GREENHECK WRH ROOF ELEVATOR HOISTWAY VENT GRAVITY RELIEF 3 SF 24"x24" N/A N/A 38" x 38" x 16" 35 1,3,4,5 GV 5 GREENHECK WRH ROOF ELEVATOR HOISTWAY VENT GRAVITY RELIEF 3 SF 24"x24" N/A N/A 38" x 38" x 16" 35 1,3,4,5 NOTES 1. PROVIDE MANUFACTURER ROOF CURB. 2. PROVIDE BAROMETRIC DAMPER 3. PROVIDE BIRDSCREEN. 4. COLOR PER ARCHITECTURAL DRAWINGS. 5. PROVIDE FIRE SMOKE DAMPER AT DUCT PENETRATION AT ELEVATOR HOISTWAY. DAMPER TO OPEN UPON DETECTION OF SMOKE IN ELEVATOR HOISTWAY. REFER TO SMOKE CONTROL MATRIX FOR REQUIREMENTS. NOTES 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. VARIABLE FREQUENCY DRIVE (VFD) PROVIDED BY MECHANICAL. WIRED BY ELECTRICAL. 3. PROVIDE NEMA PREMIUM EFFICIENCY MOTOR. 4. PROVIDE NON-OVERLOADING MOTOR. 5. PROVIDE INVERTER READY MOTOR WITH SHAFT GROUNDING SYSTEM. 6. PROVIDE ECM (ELECTRONICALLY COMMUTATED MOTOR) WITH FACTORY MOUNTED POTENTIOMETER FOR SPEED ADJUSTMENT. 7. PROVIDE VIBRATION ISOLATION AND SEISMIC RESTRAINT PER SPECIFICATIONS. 8. SEE SOUND DATA SPECIFICATION FOR MAXIMUM SOUND LEVELS. 9. PROVIDE MOTORIZED DAMPER (WITH END SWITCH). 10. PROVIDE BIRDSCREEN. 11. PROVIDE OSHA MOTOR GUARD. 12. PROVIDE OSHA INLET / OUTLET GUARD. 13. PROVIDE MANUAL SPEED CONTROLLER. 14. FAN SHALL BE UL LISTED FOR USE IN SMOKE CONTROL SYSTEMS AND SHALL COMPLY WITH BUILDING CODE REQUIREMENTS INCLUDING HIGH TEMPERATURE RATING, SMOKE PROOF BEARINGS AND MULTIPLE FAN BELTS. 15. FAN SHALL HAVE SPARK RESISTANT CONSTRUCTION. 16. PROVIDE BACKDRAFT DAMPER. 17. MOUNT FAN ON 6" HOUSEKEEPING PAD WITH VIBRATION ISOLATION. 18. PROVIDE HI-PRO POLYESTER COATING FOR CORROSION RESISTANCE. AIR CONDITIONING CONDENSING UNIT SCHEDULE TAG # MANUFACTURER MODEL NUMBER LOCATION COOLING (95°F DB/75°F WB ) HEATING (47°F ODB/70°F IDB) REFRIG TYPE REFRIG (LBS) ELECTRICAL UNIT SIZE (H"xW"xL") OPERATING WEIGHT (LBS.) NOTES NOM. CAP. (MBH)EER SEER NOM. CAP. (MBH)COP HSPF VOLTS PH FRAME 1 EMERG POWER (Y/N) MCA (A) MOP (A) SOU 1-01 LG LS363HLV3 LEVEL P01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 Yes 37" × 33" x 13" 160.3 1,2,3 SOU 1-02 LG LS363HLV3 LEVEL 01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 No 37" × 33" x 13" 126.5 1,2,3 SOU 1-03 LG LS363HLV3 LEVEL 01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 Yes 37" × 33" x 13" 126.5 1,2,3 SOU 1-04 LG LS363HLV3 LEVEL 01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 Yes 37" × 33" x 13" 160.3 1,2,3 SOU 3-01 LG LSU180HSV5 LEVEL 01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 No 37" × 33" x 13" 160.3 1,2,3 SOU 4-01 LG LSU180HSV5 LEVEL 01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 No 37" × 33" x 13" 160.3 1,2,3 SOU 5-01 LG LS363HLV3 LEVEL 01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 No 37" × 33" x 13" 160.3 1,2,3 SOU P1-01 LG LS363HLV3 LEVEL 01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 No 37" × 33" x 13" 160.3 1,2,3 SOU P1-02 LG LSU180HSV5 LEVEL P01 18 12.58 21.5 21.6 3.66 10.2 R-410A 3.64 208 1 13.00 20 No 34" x 32" x 13" 126.5 1,2,3 SOU P1-03 LG LSU180HSV5 LEVEL P01 18 12.58 21.5 21.6 3.66 10.2 R-410A 3.64 208 1 13.00 20 Yes 34" x 32" x 13" 126.5 1,2,3 SOU P1-04 LG LS363HLV3 LEVEL P01 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 Yes 37" × 33" x 13" 160.3 1,2,3 SOU R-01 LG LS363HLV3 ROOF 34 10 21.5 38.9 3.66 11 R-410A 5.29 208 1 23.00 20 Yes 37" × 33" x 13" 160.3 1,2,3 SOU R-02 LG LSU120HSV5 LEVEL 17 13.728 12.5 22.7 22.2 2.78 11.4 R-410A 2.21 208 1 10.00 15 Yes 30" x 22" x 11" 78.9 1,2,3 NOTES 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. CAPACITY RATED AT ARI STANDARD CONDITIONS. 3. PROVIDE SEISMICALLY RATED VIBRATION ISOLATORS. ATTACH TO CONCRETE PAD OR WALL MOUNT. COORDINATE WITH STRUCTURAL DESIGN. DUCTLESS SPLIT HEAT PUMP FAN COIL SCHEDULE TAG # COND UNIT TAG MANUFACTURER MODEL NUMBER LOCATION UNIT TYPE COOLING HEATING LAT (°F) AIR FLOW (CFM) ELECTRICAL UNIT SIZE (W"xH"xD") OPER. WT. (LBS) NOTES TOTAL (MBH) SENSIBLE (MBH)TOTAL (MBH) V PH MCA (A) EMERG POWER (Y/N) SIU 1-01 SOU-1-01 LG LSU363HLV3 LEVEL 01 FCC ROOM R01C26 WALL MOUNTED HEAT PUMP SYSTEM 34 28.9 38.9 53 1095 208 1 0.52 Yes 47" x 14" x 10" 48.9 1-9 SIU 1-02 SOU-1-02 LG LS363HLV3 LEVEL 01 MAIN ELEC ROOM R1A19 WALL MOUNTED HEAT PUMP SYSTEM 34 28.9 38.9 53 1095 208 1 0.40 No 47" x 14" x 10" 48.9 1-9 SIU 1-03 SOU-1-03 LG LSN180HSV5 LEVEL 01 EMERGENCY ELECT ROOM WALL MOUNTED HEAT PUMP SYSTEM 18 15.3 21.6 57 706 208 1 0.40 Yes 39" x 14" x 8" 32.2 1-9 SIU 1-04 SOU-1-04 LG LSU363HLV3 LEVEL 01 FIRE PUMP R01A17 WALL MOUNTED HEAT PUMP SYSTEM 34 28.9 38.9 53 1095 208 1 0.52 Yes 47" x 14" x 10" 48.9 1-9 SIU 3-01 SOU-3-01 LG LSN180HSV5 LEVEL 03 MEP ROOM R85 WALL MOUNTED HEAT PUMP SYSTEM 18 15.3 21.6 57 706 208 1 0.40 No 39" x 14" x 8" 32.2 1-9 SIU 4-01 SOU-4-01 LG LSN180HSV5 LEVEL 04 MEP ROOM R77 WALL MOUNTED HEAT PUMP SYSTEM 18 15.3 21.6 57 706 208 1 0.40 No 39" x 14" x 8" 32.2 1-9 SIU 5-01 SOU-5-01 LG LSU363HLV3 LEVEL 05 MEP ROOM R68 WALL MOUNTED HEAT PUMP SYSTEM 34 28.9 38.9 53 1095 208 1 0.52 No 47" x 14" x 10" 48.9 1-9 SIU P1-01 SOU-P1-01 LG LSU363HLV3 LEVEL P01 MEP ROOM R89 WALL MOUNTED HEAT PUMP SYSTEM 34 28.9 38.9 53 1095 208 1 0.52 No 47" x 14" x 10" 48.9 1-9 SIU P1-02 SOU-P1-02 LG LSN180HSV5 LEVEL P01 PLUMBING ROOM RP01A21 WALL MOUNTED HEAT PUMP SYSTEM 18 15.3 21.6 57 706 208 1 0.40 No 39" x 14" x 8" 32.2 1-9 SIU P1-03 SOU-P1-03 LG LSN180HSV5 LEVEL P01 MDP HOUSE RP01A20 WALL MOUNTED HEAT PUMP SYSTEM 18 15.3 21.6 57 706 208 1 0.40 Yes 39" x 14" x 8" 32.2 1-9 SIU P1-04 SOU-P1-04 LG LS363HLV3 LEVEL P01 FIRE PUMP R16 WALL MOUNTED HEAT PUMP SYSTEM 34 28.9 38.9 53 1095 208 1 0.52 Yes 47" x 14" x 10" 48.9 1-9 SIU R-01 SOU-R-01 LG LSU363HLV3 LEVEL 16 ELEVATOR EQUIPMENT ROOM R106 WALL MOUNTED HEAT PUMP SYSTEM 34 28.9 38.9 53 1095 208 1 0.40 Yes 47" x 14" x 10" 48.9 1-9 SIU R-02 SOU-R-02 LG LSN120HSV5 LEVEL 16 ELEVATOR EQUIPMENT ROOM R102 WALL MOUNTED HEAT PUMP SYSTEM 13.785 11.72 22.2 53 459 208 1 0.40 Yes 33" x 12" x 7" 23.4 1-9 NOTES 1. REFRIGERANT: R-410A. 2. COOLING CAPACITY BASED ON 67°F ENTERING WET BULB AND 45°F COIL TEMPERATURES. 3. HEATING CAPACITY BASED ON 47°F OUTDOOR DRY BULB AND 70°F INDOOR DRY BULB TEMPERATURES. 4. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 5. PROVIDE PROGRAMMABLE THERMOSTAT WITH TEMPERATURE SETPOINTS FOR AT LEAST FOUR SCHEDULING PERIODS WITHIN 24 HOURS. 6. PROVIDE VIBRATION ISOLATORS AND SEISMIC RESTRAINTS AS REQUIRED AND PER SPECIFICATIONS. 7. PROVIDE WITH MANUFACTURER STANDARD AIR FILTER AND REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 8. PROVIDE CONDENSATE PUMP. 9. WALL-MOUNTED FAN COIL. NOTES: 1. ANY GRILLE/DIFFUSER MOUNTED DIRECTLY ON EXPOSED DUCT SHALL MATCH COLOR OF DUCT (IF PAINTED) OR SHALL HAVE CLEAR ANODIZED FINISH (IF DUCT IS UNPAINTED). 2. MAXIMUM TOTAL PRESSURE DROP SHALL NOT EXCEED 0.15" WG WITH DUCT TRANSITION. 3. ALL VISIBLE SURFACES AND DUCTWORK BEHIND FACE SHALL BE PAINTED FLAT BLACK. 4. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS FOR BORDER TYPES. 5. NECK SIZE AND CFM SHOWN ARE ON PLANS (EXAMPLE: SA12x12-400 REFERS TO TAG "SA" WITH 12x12 NECK AND 400 CFM). 6. PROVIDE RECTANGULAR/SQUARE TO ROUND TRANSITION AS REQUIRED AND SIZED FOR MAXIMUM 0.01" WG TOTAL PRESSURE DROP. DIFFUSER AND GRILLE SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION FACE TYPE FACE SIZE COLOR MATERIAL OBD NOTES EA TITUS 3FL AEROBLADE RETURN GRILLE 3/4" SPACING, 45° DEFL. SEE PLANS WHITE ALUMINUM, CORROSION RESISTANT NO 1-6 RA TITUS FL-JT FLOWBAR RETURN SLOT 2" SLOT, 1-SLOT WHITE ALUMINUM NO 1-6 SA TITUS PMC SQUARE CEILING SUPPLY PERFORATED MODULAR CORE 24" X 24" WHITE STEEL NO 1-6 SB TITUS FL-HT FLOWBAR SUPPLY SLOT 2" SLOT, 1-SLOT WHITE ALUMINUM NO 1-6 SC TITUS 3FL SUPPLY GRILLE 3/4" SPACING, 45° DEFL. SEE PLANS WHITE ALUMINUM, CORROSION RESISTANT NO 1-6 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 8/27/2024 3:45:27 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M0.3 SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG VARIABLE REFRIGERANT FLOW BRANCH CIRCUIT CONTROLLER SCHEDULE TAG # COND UNIT TAG MANUFACTURER MODEL NUMBER AREA SERVED ELECTRICAL UNIT SIZE (W"xH"xD") OPER. WT. (LBS)NOTESVOLTS PH AMPS EMERG POWER (Y/N) BCC 10B-02 ACCU-R10B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 11A-01 ACCU-R11A LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 11A-02 ACCU-R11A LG Electronics PRHR033A LEVEL 8 208 1 0.06 A No 19.5 x 9 x 19 37 1-4 BCC 11B-01 ACCU-R11B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 11B-02 ACCU-R11B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 12A-01 ACCU-R12A LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 12A-02 ACCU-R12A LG Electronics PRHR033A LEVEL 8 208 1 0.06 A No 19.5 x 9 x 19 37 1-4 BCC 12B-01 ACCU-R12B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 12B-02 ACCU-R12B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 13A-01 ACCU-R13A LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 13A-02 ACCU-R13A LG Electronics PRHR033A LEVEL 8 208 1 0.06 A No 19.5 x 9 x 19 37 1-4 BCC 13B-01 ACCU-R13B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 13B-02 ACCU-R13B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 14A-01 ACCU-R14A LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 14A-02 ACCU-R14A LG Electronics PRHR033A LEVEL 8 208 1 0.06 A No 19.5 x 9 x 19 37 1-4 BCC 14B-01 ACCU-R14B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 14B-02 ACCU-R14B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 15A-01 ACCU-R15A LG Electronics PRHR043A LEVEL 15 208 1 0.06 A No 19.5 x 9 x 19 40 1-4 BCC 15A-02 ACCU-R15A LG Electronics PRHR033A LEVEL 15 208 1 0.06 A No 19.5 x 9 x 19 37 1-4 BCC 15B-01 ACCU-R15B LG Electronics PRHR063A LEVEL 15 208 1 0.09 A No 31.5 x 9 x 19 60 1-4 BCC 15B-02 ACCU-R15B LG Electronics PRHR023A LEVEL 15 208 1 0.06 A No 19.5 x 9 x 19 33 1-4 VARIABLE REFRIGERANT FLOW BRANCH CIRCUIT CONTROLLER SCHEDULE TAG # COND UNIT TAG MANUFACTURER MODEL NUMBER AREA SERVED ELECTRICAL UNIT SIZE (W"xH"xD") OPER. WT. (LBS)NOTESVOLTS PH AMPS EMERG POWER (Y/N) BCC 1-01 ACCU-R01 LG Electronics PRHR063A LEVEL 1 208 1 0.09 A No 31.5 x 9 x 19 60 1-4 BCC 3C-01 ACCU-R03C LG Electronics PRHR023A LEVEL 1 208 1 0.06 A No 19.5 x 9 x 19 33 1-4 BCC 4-01 ACCU-R04 LG Electronics PRHR023A LEVELS 2-3 208 1 0.06 A No 19.5 x 9 x 19 33 1-4 BCC 4-02 ACCU-R04 LG Electronics PRHR023A LEVELS 4-5 208 1 0.06 A No 19.5 x 9 x 19 33 1-4 BCC 6-01 ACCU-R06 LG Electronics PRHR063A LEVEL 6 208 1 0.09 A No 31.5 x 9 x 19 60 1-4 BCC 6-02 ACCU-R06 LG Electronics PRHR043A LEVEL 5 208 1 0.06 A No 19.5 x 9 x 19 40 1-4 BCC 7A-01 ACCU-R07A LG Electronics PRHR083A LEVEL 7 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 7B-01 ACCU-R07B LG Electronics PRHR063A LEVEL 7 208 1 0.09 A No 31.5 x 9 x 19 60 1-4 BCC 7B-02 ACCU-R07B LG Electronics PRHR063A LEVEL 7 208 1 0.09 A No 31.5 x 9 x 19 60 1-4 BCC 7C-01 ACCU-R07A LG Electronics PRHR063A LEVEL 7 208 1 0.09 A No 31.5 x 9 x 19 60 1-4 BCC 8A-01 ACCU-R08A LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 8A-02 ACCU-R08A LG Electronics PRHR033A LEVEL 8 208 1 0.06 A No 19.5 x 9 x 19 37 1-4 BCC 8B-01 ACCU-R08B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 8B-02 ACCU-R08B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 9A-01 ACCU-R09A LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 9A-02 ACCU-R09A LG Electronics PRHR033A LEVEL 8 208 1 0.06 A No 19.5 x 9 x 19 37 1-4 BCC 9B-01 ACCU-R09B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 9B-02 ACCU-R09B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 10A-01 ACCU-R10A LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 BCC 10A-02 ACCU-R10A LG Electronics PRHR033A LEVEL 8 208 1 0.06 A No 19.5 x 9 x 19 37 1-4 BCC 10B-01 ACCU-R10B LG Electronics PRHR083A LEVEL 8 208 1 0.09 A No 31.5 x 9 x 19 68 1-4 NOTES 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. PROVIDE VIBRATION ISOLATION HANGERS OR MOUNTS AS REQUIRED. 3. NUMBER OF CONNECTED FAN COIL UNITS INCLUDES FUTURE UNITS. FAN COIL UNITS NOT SHOWN ON PLANS WILL BE PART OF A FUTURE INTERIOR DESIGN PACKAGE. 4. PROVIDE BOX WITH MANUFACTURER SHUTOFF VALVES ON INLET AND OUTLET PIPE CONNECTIONS. VARIABLE REFRIGERANT FLOW (VRF) HEAT PUMP CONDENSING UNIT SCHEDULE TAG # MANUFACTURER MODEL NUMBER LOCATION COOLING HEATING REFRIG TYPE REFRIG (LBS) ELECTRICAL UNIT SIZE (W"xH"xD") OPER. WT. (LBS) NOTES NOM. CAP. (TONS) EER IEER NOM. CAP. (KBH) COP SCHE / HSPF VOLTS PH MCA (A) MOP (A) EMERG POWER (Y/N) ACCU ELEC LG HVAC USA ARUM168DTE5 ROOF 14 11.1 21.9 189 3.57 24.3 R410A 44.52 460 3 28.4 35 No 48-13/16X66-17/32X29-29/32 (507x2)+(666x1) 1-5 ACCU R01 LG HVAC USA ARUM168DTE5 LEVEL 02 14 11.1 21.9 189 3.57 24.3 R410A 60.21 460 3 28.4 35 No 48-13/16X66-17/32X29-29/32 639x1 1-5 ACCU R02A LG HVAC USA ARUM384DTE5 LEVEL 02 32 9.8 19.3 432 3.4 20.7 R410A 108.17 460 3 28.5+38.3 35+50 No (48-13/16x66-17/32x29-29/32)x2 (639x1)+(666x1) 1-5 ACCU R02B LG HVAC USA ARUM384DTE5 LEVEL 03 32 9.8 19.3 432 3.4 20.7 R410A 122.47 460 3 28.5+38.3 35+50 No (48-13/16x66-17/32x29-29/32)x2 (639x1)+(666x1) 1-5 ACCU R03A LG HVAC USA ARUM288DTE5 LEVEL 02 24 11.3 21 324 3.55 21.6 R410A 95.53 460 3 16.4+35.7 25+50 No (48-13/16x66-17/32x29-29/32)x2 (507x1)+(659x1) 1-5 ACCU R03B LG HVAC USA ARUM384DTE5 LEVEL 03 32 9.8 19.3 432 3.4 20.7 R410A 105.49 460 3 28.5+38.3 35+50 No (48-13/16x66-17/32x29-29/32)x2 (639x1)+(666x1) 1-5 ACCU R03C LG HVAC USA ARUM072BTE5 LEVEL 02 6 13 23.6 81 3.83 25.65 R410A 22.11 460 3 12.8 20 No 36-5/8x66-17/32x29-29/32 430x1 1-5 ACCU R04 LG HVAC USA ARUM036GSS5 LEVEL 04 3 15.5 23 42 1.83 -/10.60 R410A 17.07 460 3 23.5 40 No 37-13/32x54-11/32x13 263x1 1-5 ACCU R06 LG HVAC USA ARUM241DTE5 LEVEL 05 20 10.4 22.7 243 3.2 24.3 R410A 95.78 460 3 41.4 50 No 48-13/16x66-17/32x29-29/32 666x1 1-5 ACCU R07A LG HVAC USA ARUM192DTE5 LEVEL 05 16 11 23 216 3.75 23.94 R410A 69.45 460 3 35.7 50 No 48-13/16X66-17/32X29-29/32 659x1 1-5 ACCU R07B LG HVAC USA ARUM168DTE5 LEVEL 05 14 11.1 21.9 162 3.53 23.4 R410A 73.1 460 3 26.4 35 No 48-13/16x66-17/32x29-29/32 639x1 1-5 ACCU R07C LG HVAC USA ARUM216DTE5 LEVEL 05 18 9.7 17.4 216 3.2 21.06 R410A 41.32 460 3 38.3 50 No 48-13/16x66-17/32x29-29/32 666x1 1-5 ACCU R08A LG HVAC USA ARUM144DTE5 LEVEL 06 12 12.1 23 162 3.84 24.75 R410A 60.65 460 3 26.4 35 No 48-13/16x66-17/32x29-29/32 507x1 1-5 ACCU R08B LG HVAC USA ARUM192DTE5 LEVEL 06 16 11 23 216 3.75 23.94 R410A 77.97 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 ACCU R09A LG HVAC USA ARUM144DTE5 ROOF 12 12.1 23 162 3.84 24.75 R410A 59.46 460 3 26.4 35 No 48-13/16x66-17/32x29-29/32 639x1 1-5 ACCU R09B LG HVAC USA ARUM192DTE5 ROOF 16 11 23 216 3.75 23.94 R410A 76.23 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 ACCU R10A LG HVAC USA ARUM144DTE5 ROOF 12 12.1 23 162 3.84 24.75 R410A 58.27 460 3 26.4 35 No 48-13/16x66-17/32x29-29/32 639x1 1-5 ACCU R10B LG HVAC USA ARUM192DTE5 ROOF 16 11 23 216 3.75 23.94 R410A 74.48 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 ACCU R11A LG HVAC USA ARUM144DTE5 ROOF 12 12.1 23 162 3.84 24.75 R410A 57.08 460 3 26.4 35 No 48-13/16x66-17/32x29-29/32 639x1 1-5 ACCU R11B LG HVAC USA ARUM192DTE5 ROOF 16 11 23 216 3.75 23.94 R410A 72.74 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 ACCU R12A LG HVAC USA ARUM144DTE5 ROOF 12 12.1 23 162 3.84 24.75 R410A 55.89 460 3 26.4 35 No 48-13/16x66-17/32x29-29/32 639x1 1-5 ACCU R12B LG HVAC USA ARUM192DTE5 ROOF 16 11 23 216 3.75 23.94 R410A 70.99 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 ACCU R13A LG HVAC USA ARUM144DTE5 ROOF 12 12.1 23 162 3.84 24.75 R410A 54.7 460 3 26.4 35 No 48-13/16x66-17/32x29-29/32 639x1 1-5 ACCU R13B LG HVAC USA ARUM192DTE5 ROOF 16 11 23 216 3.75 23.94 R410A 69.25 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 ACCU R14A LG HVAC USA ARUM144DTE5 ROOF 12 12.1 23 162 3.84 24.75 R410A 53.51 460 3 26.4 35 No 48-13/16x66-17/32x29-29/32 639x1 1-5 ACCU R14B LG HVAC USA ARUM192DTE5 ROOF 16 11 23 216 3.75 23.94 R410A 67.51 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 ACCU R15A LG HVAC USA ARUM192DTE5 ROOF 16 11 23 216 3.75 23.94 R410A 59.87 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 ACCU R15B LG HVAC USA ARUM192DTE5 ROOF 16 11 23 216 3.75 23.94 R410A 59.36 460 3 35.7 50 No 48-13/16x66-17/32x29-29/32 659x1 1-5 NOTES 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECTS AS REQUIRED BY MANUFACTURER. 2. PROVIDE DISTRIBUTION CONTROLLER AND REFRIGERANT PIPING PER MANUFACTURER'S REQUIREMENTS. 3. PROVIDE MANUFACTURER'S CONTROL SYSTEM. 4. PROVIDE VIBRATION ISOLATORS UNDER EACH CONDENSING UNIT MOUNTED ON THE ROOF. COORDINATE ATTACHMENT WITH STRUCTURAL DESIGN. 5. PROVIDE MANUFACTURER ENERGY APPORTIONMENT ACCESSORIES AND SOFTWARE FOR FUTURE BILLING OF INDIVIDUAL TENANT SPACES INCLUDING BUT NOT LIMITED TO WATT/HOUR METER AND PI CONTROLLER. ELECTRICAL PANEL PROVIDED BY DIVISION 26. VARIABLE REFRIGERANT FLOW (VRF) HEAT PUMP FAN COIL SCHEDULE TAG # COND UNIT TAG MANUFACTURER MODEL NUMBER LOCATION UNIT TYPE COOLING HEATING SUPPLY ELECTRICAL UNIT SIZE (W"xH"xD") OPER. WT. (LBS) NOTES TOTAL (MBH) SENSIBLE (MBH) TOTAL (KBH) AIR FLOW (CFM) MIN OSA (CFM) V PH MCA (A) EMERG POWER (Y/N) FC 01-01 ACCU-R01 LG ELECTRONICS ARNU243MAA4 LEVEL 1 DUCTED SUSPENDED UNIT 24.3 19.4 27.3 670.0 345.00 208 1 2.20 No 40 x 10 x 28 65.5 1-8 FC 04-02 ACCU-4 LG ELECTRONICS ARNU073MAA4 LEVEL 02 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 04-03 ACCU-4 LG ELECTRONICS ARNU073MAA4 LEVEL 03 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 04-04 ACCU-4 LG ELECTRONICS ARNU073MAA4 LEVEL 04 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 04-05 ACCU-4 LG ELECTRONICS ARNU073MAA4 LEVEL 05 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 6 ACCU-ELEC LG ELECTRONICS ARNU093SJA4 LEVEL 05 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM 9.6 8.2 10.9 275.5 0.00 208 1 0.31 No 32-3/16x12-7/16x7-7/16 18.5 1-9 FC 06-06 ACCU-6 LG ELECTRONICS ARNU073MAA4 LEVEL 06 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 06-07 ACCU-6 LG ELECTRONICS ARNU183MAA4 LEVEL 06 DUCTED SUSPENDED UNIT 18.3 19.4 14.6 480.0 160.00 208 1 2.20 No 40 x 10 x 28 62.6 1-8 FC 7 ACCU-ELEC LG ELECTRONICS ARNU073SJA4 LEVEL 07 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM 7.5 6.4 8.5 254.3 0.00 208 1 0.31 No 32-3/16x12-7/16x7-7/16 18.5 1-9 FC 7A-07 ACCU-7A LG ELECTRONICS ARNU073MAA4 LEVEL 07 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 8 ACCU-ELEC LG ELECTRONICS ARNU363SVA4 LEVEL 08 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM 35.5 29 37.0 812.0 0.00 208 1 1.02 No 46-27/8 x 13-5/16 x 10-7/16 37 1-9 FC 8A-08 ACCU-8A LG ELECTRONICS ARNU073MAA4 LEVEL 08 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 9 ACCU-ELEC LG ELECTRONICS ARNU073SJA4 LEVEL 09 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM 7.5 6.4 8.5 254.3 0.00 208 1 0.31 No 32-3/16x12-7/16x7-7/16 18.5 1-9 FC 9A-09 ACCU-9A LG ELECTRONICS ARNU073MAA4 LEVEL 09 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 10 ACCU-ELEC LG ELECTRONICS ARNU073SJA4 LEVEL10 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM 7.5 6.4 8.5 254.3 0.00 208 1 0.31 No 32-3/16x12-7/16x7-7/16 18.5 1-9 FC 10A-10 ACCU-10A LG ELECTRONICS ARNU073MAA4 LEVEL 10 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 11 ACCU-ELEC LG ELECTRONICS ARNU363SVA4 LEVEL 11 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM 35.5 29 37.0 812.0 0.00 208 1 1.02 No 46-27/8 x 13-5/16 x 10-7/16 37 1-9 FC 11A-11 ACCU-11A LG ELECTRONICS ARNU073MAA4 LEVEL 11 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 12 ACCU-ELEC LG ELECTRONICS ARNU073SJA4 LEVEL 12 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM 7.5 6.4 8.5 254.3 0.00 208 1 0.31 No 32-3/16x12-7/16x7-7/16 18.5 1-9 FC 12A-12 ACCU-12A LG ELECTRONICS ARNU073MAA4 LEVEL 12 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 13 ACCU-ELEC LG ELECTRONICS ARNU073SJA4 LEVEL 13 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM 7.5 6.4 8.5 254.3 0.00 208 1 0.31 No 32-3/16x12-7/16x7-7/16 18.5 1-9 FC 13A-13 ACCU-13A LG ELECTRONICS ARNU073MAA4 LEVEL 13 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 14 ACCU-ELEC LG ELECTRONICS ARNU363SVA4 LEVEL 14 MEP ROOM WALL MOUNTED HEAT PUMP SYSTEM .35.5 29 37.0 812.0 0.00 208 1 1.02 No 46-27/8 x 13-5/16 x 10-7/16 37 1-9 FC 14A-14 ACCU-14A LG ELECTRONICS ARNU073MAA4 LEVEL 14 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 88.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 15A-15 ACCU-15A LG ELECTRONICS ARNU073MAA4 LEVEL 15 ELEVATOR LOBBY DUCTED SUSPENDED UNIT 7.5 6 8.5 257.0 30.00 208 1 2.20 No 35-1/2 x 10-19/32 x 28-11/32 56 1-8 FC 16 ACCU-ELEC LG ELECTRONICS ARNU073SJA4 ROOF WALL MOUNTED HEAT PUMP SYSTEM 7.5 6.4 8.5 254.3 0.00 208 1 0.31 No 32-3/16x12-7/16x7-7/16 18.5 1-9 NOTES 1. REFRIGERANT: R410A 2. COOLING CAPACITY BASED ON 67°F ENTERING WET BUILB AND 45°F COIL TEMPERATURES. 3. HEATING CAPACITY BASED ON 47°F OUTDOOR DRY BULB AND INDOOR 70°F DRY BUILB TEMPERATURES. 4. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 5. PROVIDE PROGRAMMABLE THERMOSTAT WITH TEMPERATURE SET POINT FOR AT LEAST FOUR SCHEDULING PERIODS WITHIN 24 HOURS. 6. PROVIDE VIBRATION ISOLATORS AND SEISMIC RESTRAINTS AS REQUIRED PER SPECIFICATION. 7. PROVIDE WITH MANUFACTURER STANDARD AIR FILTER AND REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 8. PROVIDE WITH INTEGRATED FACTORY CONDENSATE PUMP. 9. WALL-MOUNTED FAN COIL. VARIABLE FREQUENCY DRIVE (VFD) SCHEDULE TAG # MANUFACTURER MODEL NUMBER LOCATION EQUIPMENT SERVED (TAG) MOTOR BYPASS (Y/N) EMERG POWER (Y/N) UNIT SIZE (H"xW"xD") OPER. WT. (LBS)NOTESHP VOLTS PH VFD GEF-1 DANFOSS FC-102-UH-031A-4 LEVEL P01 GEF-1 20 460 3 No Yes 25" x 11" x 10" 41 1,2,3,4,5,6,7,8 VFD GEF-2 DANFOSS FC-102-UH-031A-4 LEVEL P01 GEF-2 20 460 3 No Yes 25" x 11" x 10" 41 1,2,3,4,5,6,7,8 VFD SPF-1 DANFOSS FC102-BDR-015A-4 ROOF SPF-1 10 460 3 No Yes 34" x 18" x 14" 134 1,2,3,4,5,6,7,8,9 VFD SPF-2 DANFOSS FC102-BDR-015A-4 ROOF SPF-2 10 460 3 No Yes 34" x 18" x 14" 134 1,2,3,4,5,6,7,8,9 NOTES 1. COORDINATE WITH ELECTRICAL FOR POWER. 2. VARIABLE FREQUENCY DRIVE (VFD) PROVIDED AND MOUNTED BY MECHANICAL AND WIRED BY ELECTRICAL. 3. VFD SHALL BE PROVIDED WITH A MAIN INPUT DISCONNECT SWITCH, PAD-LOCKABLE THROUGH THE DOOR, AND CLASS J INPUT LINE FUSES AND HOA SELECTOR. 4. PROVIDE VFD WITH LAN PROTOCOL EPROM TO MATCH CONTROL SYSTEM. 5. VFD OUTPUT CAPACITY IS BASED ON MOTOR FLA VALUES SHOWN ON PLANS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CORRECT VFD SIZE WITH MOTOR PROVIDED. INPUT AMPS SHALL NOT EXCEED OUTPUT AMPS. 6. UNIT VENDOR TO VERIFY SIZING FOR MOTOR AND APPLICATION. 7. SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. AT A MINIMUM VFD SHALL INCLUDE 5% IMPEDANCE VIA 5% AC LINE REACTOR OR DUAL BUS CHOKES SIZED TO 5% EQUIVALENT IMPEDANCE. 8. ALL VARIABLE FREQUENCY DRIVES ON THE PROJECT SHALL BE FROM THE ONE MANUFACTURER. 9. DRIVES SHALL BE PROVIDED WITH NEMA-3R, OR BETTER, VENTILATED ENCLOSURE WHEN MOUNTED OUTDOORS.4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 8/27/2024 3:45:28 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M0.4 ENERGY CALCULATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ELEVATOR LOBBY R05H14 2 04-02 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 04-02 TOTAL 25 30 30 30 ELEVATOR LOBBY R03H14 3 04-03 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 04-03 TOTAL 25 30 30 30 ELEVATOR LOBBY R04H14 4 04-04 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 STORAGE R06H12 6 06-07 1000 10 Office 0.15 150 100 10 15 150 150 FC 06-07 TOTAL 150 150 150 160 ELEVATOR LOBBY R07H14 7 7A-07 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 7A-07 TOTAL 25 30 30 30 ELEVATOR LOBBY R08H14 8 8A-08 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 ELEVATOR LOBBY R11H14 11 11A-11 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 11A-11 TOTAL 25 30 30 30 ELEVATOR LOBBY R12H14 12 12A-12 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 12A-12 TOTAL 25 30 30 30 ELEVATOR LOBBY R13H14 13 13A-13 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 04-04 TOTAL 25 30 30 30 ELEVATOR LOBBY R05H14 5 04-05 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 04-05 TOTAL 25 30 30 30 ELEVATOR LOBBY R06H14 6 06-06 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 06-06 TOTAL 25 30 30 30 FC 8A-08 TOTAL 25 30 30 30 ELEVATOR LOBBY R09H14 9 9A-09 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 9A-09 TOTAL 25 30 30 30 ELEVATOR LOBBY R10H14 10 10A-10 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 10A-10 TOTAL 25 30 30 30 VENTILATION CALCULATION SPACE DATA VENTILATION - AREA BASIS VENTILATION - OCCUPANCY BASIS OSA REQUIRED OSA PROVIDEDROOM NAME ROOM NUMBER ROOM LEVEL ZONE AREA (SF) NUMBER OF PEOPLE SPACE CATEGORY VENTILATION RATE (CFM/SF) MIN CFM BY AREA OCC. DENSITY (FT2/OCCUPANT)OCCUPANCY CFM PER PERSON MIN CFM BY PEOPLE STORAGE R01H12 1 01-01 2300 23 Office 0.15 345 100 23 15 345 345 FC 01-01 TOTAL 345 345 345 345 FC 13A-13 TOTAL 25 30 30 30 ELEVATOR LOBBY R14H14 14 14A-14 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 14A-14 TOTAL 25 30 30 30 ELEVATOR LOBBY R15H14 15 15A-15 160 2 Hotel Lobby 0.15 25 100 2 15 30 30 FC 15A-15 TOTAL 25 30 30 30 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 8/27/2024 3:45:29 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M0.5 ENERGY CALCULATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 4 4 06/17/2024 REVISION TO PERMIT 1/16/2025 T 60"x60" INSIDE CLEAR GARAGE EXHAUST TO LEVEL 1. CMU CONSTRUCTION WITH NO DUCTWORK. ARCHITECT TO PROVIDE 68 SF FREE AREA FOR INTAKE LOUVER GEF-1 VFD P1-04 SIU P1-04 SOU P1-03 SOU P1-03 SIU 1-01 SOU P1-02 SIU P1-02 SOU 1 GTF 7 GTF 6 GTF 5 GTF 4 GTF 3 GTF2 GTF P1-01 SOU P1-01 SIU 8 GTF 9 GTF 1 1 GSFRESIDENTIAL STORAGE RB1F16 GREASE INTERCEPTOR HP01A08 MDP HOUSE RB1F12 FIRE PUMP & WATER STORAGE RB1F11 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' PLUMBING ROOM RB1F13 FIRE WATER STORAGE RP01B19 VESTIBULE RB1H11 ELEVATOR LOBBY RB1H10 VESTIBULE RB1H09 MEP ROOM RB1J10 ELEVATOR LOBBY RB1H14 VESTIBULE RB1H13 STAIR 02 R94 ELEVATOR 03 R95 STAIR 01 R96 ELEVATOR 01 R97 ELEVATOR 01 R99 1 GEF 2 GEF GEF-2 VFD 2 3 4 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/16" = 1'-0" 8/27/2024 3:45:32 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.100 HVAC PLAN - LEVEL P01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/16" = 1'-0" MECHANICAL HVAC PLAN - LEVEL P012 0 16' -0"32' -0"48' -0"64' -0" PROVIDE CARBON MONOXIDE SENSORS ON EACH PARKING LEVEL PROVIDED WITH MECHANICAL VENTILATION. PLACE AND PROVIDE SENSOR QUANTITY TO COVER A MAXIMUM OF 5,000 SQ FT PER EACH SENSOR. SEE PLANS FOR APPROXIMATE QUANTITY AND LOCATIONS OF CO SENSORS. 1. SHOWN FOR REFERENCE ONLY. UNIT TO BE PROVIDED AS PART OF A SEPARATE PACKAGE FOR THE ADJACENT BUILDING. 2. PROVIDE FLOOR TO CEILING SHEET METAL PLENUM MADE OF DOUBLE WALL PLENUM MATERIAL. PROVIDE 3 FT ACCESS DOOR WITH SWING TOWARDS SHAFT. INSTALL EXHAUST FAN'S INTAKE THROUGH SHEET METAL PLENUM. 3. FAN ARRAY STACKED VERTICALLY. FANS SHALL OPERATE IN PARALLEL AND ARE CONTROLLED TOGETHER BY SEPARATE VFDs. 4. PROVIDE FLOOR TO CEILING SHEET METAL PLENUM MADE OF DOUBLE WALL PLENUM MATERIAL. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 GEF-1 VFD P1-04 SIU P1-04 SOU P1-03 SOU P1-03 SIU 1-01 SOU P1-01 SIU P1-01 SOU P1-02 SIU P1-02 SOU 1 GTF 2 GTF 4 GTF 3 GTF 5 GTF CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 RESIDENTIAL STORAGE RB1F16 PLUMBING ROOM RB1F13 MDP HOUSE RB1F12 FIRE PUMP & WATER STORAGE RB1F11 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FIRE WATER STORAGE RP01B19 VESTIBULE RB1H11 ELEVATOR LOBBY RB1H10 VESTIBULE RB1H09 MEP ROOM RB1J10 ELEVATOR LOBBY RB1H14 VESTIBULE RB1H13 STAIR 02 R94 ELEVATOR 03 R95 STAIR 01 R96 ELEVATOR 01 R97 ELEVATOR 01 R99 2 GEF 1 GEF GEF-2 VFD 1 2 3 ARCHITECT TO PROVIDE 68 SF FREE AREA FOR INTAKE LOUVER 60"x60" INSIDE CLEAR GARAGE EXHAUST TO LEVEL 1. CMU CONSTRUCTION WITH NO DUCTWORK. 4 4 4 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:45:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.100A HVAC PLAN - LEVEL P 01 SEG A 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" HVAC PLAN - LEVEL P 01 SEG A1 0 8' -0"16' -0"24' -0"32' -0" PROVIDE CARBON MONOXIDE SENSORS ON EACH PARKING LEVEL PROVIDED WITH MECHANICAL VENTILATION. PLACE AND PROVIDE SENSOR QUANTITY TO COVER A MAXIMUM OF 5,000 SQ FT PER EACH SENSOR. SEE PLANS FOR APPROXIMATE QUANTITY AND LOCATIONS OF CO SENSORS. 4 1. PROVIDE FLOOR TO CEILING SHEET METAL PLENUM MADE OF DOUBLE WALL PLENUM MATERIAL. PROVIDE 3 FT ACCESS DOOR WITH SWING TOWARDS SHAFT. INSTALL EXHAUST FAN'S INTAKE THROUGH SHEET METAL PLENUM. 2. FAN ARRAY STACKED VERTICALLY. FANS SHALL OPERATE IN PARALLEL AND ARE CONTROLLED TOGETHER BY SEPARATE VFDs. 3. PROVIDE FLOOR TO CEILING SHEET METAL PLENUM MADE OF DOUBLE WALL PLENUM MATERIAL. 4. WALL-MOUNTED UNIT, SEE DETAIL 6/R1-M9.001. LOCATE UNIT AS HIGH AS POSSIBLE. 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 7 GTF 6 GTF CO2 NO2 CO2 NO2 CO2NO2 9 GTF 8 GTF 1 1 GSF CO2 NO2 CO2 NO2 CO2 NO2 CO2 NO2 RF RG RH RJ RK RL R07 GREASE INTERCEPTOR HP01A08 MAIN ELECT. ROOM HP01A01 EMERGENCY STANDBY ELECTRICAL ROOM HP01A02 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:45:37 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.100B HVAC PLAN - LEVEL P 01 SEG B 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" HVAC PLAN - LEVEL P 01 SEG B1 0 8' -0"16' -0"24' -0"32' -0" 1. SHOWN FOR REFERENCE ONLY. UNIT TO BE PROVIDED AS PART OF A SEPARATE PACKAGE FOR THE ADJACENT BUILDING. PROVIDE CARBON MONOXIDE SENSORS ON EACH PARKING LEVEL PROVIDED WITH MECHANICAL VENTILATION. PLACE AND PROVIDE SENSOR QUANTITY TO COVER A MAXIMUM OF 5,000 SQ FT PER EACH SENSOR. SEE PLANS FOR APPROXIMATE QUANTITY AND LOCATIONS OF CO SENSORS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA OA INTAKE LOUVER ARCHITECT TO PROVIDE 0.75 SQ FT MINIMUM FREE AREA LOUVER FOR VENTILATION RELIEF LOCATED MINIMUM 10 FT FROM OA INTAKES AND 3 FT FROM BUILDING OPENINGS. ARCHITECT TO PROVIDE 17.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR KITCHEN EXHAUST LOCATED MINIMUM 10 FT FROM OA INTAKES AND BUILDING OPENINGS. TENANTS TO PROVIDE GREASE SCRUBBER AS NEEDED. ARCHITECT TO PROVIDE 12.5 SQ FT MINIMUM FREE AREA TRASH EXHAUST LOUVER ARCHITECT TO PROVIDE 1SQ FT MINIMUM FREE AREA LOUVER FOR VENTILATION RELIEF LOCATED MINIMUM 10 FT FROM OA INTAKES AND 3 FT FROM BUILDING OPENINGS. ARCHITECT TO PROVIDE 0.5 SQ FT FREE AREA OA INTAKE LOUVER ARCHITECT TO PROVIDE 50 SQ FT FREE AREA LOUVER FOR GARAGE EXHAUST ARCHITECT TO PROVIDE 23.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR KITCHEN EXHAUST LOCATED MINIMUM 10 FT FROM OA INTAKES AND BUILDING OPENINGS. TENANTS TO PROVIDE GREASE SCRUBBER AS NEEDED. ARCHITECT TO PROVIDE 11.75 SQ FT MINIMUM FREE AREA OA INTAKE LOUVER ARCHITECT TO PROVIDE 23.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR KITCHEN EXHAUST LOCATED MINIMUM 10 FT FROM OA INTAKES AND BUILDING OPENINGS. TENANTS TO PROVIDE GREASE SCRUBBER AS NEEDED. ARCHITECT TO PROVIDE 23.5 SQ FT MINIMUM FREE AREA OA INTAKE LOUVER ARCHITECT TO PROVIDE 23.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR KITCHEN EXHAUST LOCATED MINIMUM 10 FT FROM OA INTAKES AND BUILDING OPENINGS. TENANTS TO PROVIDE GREASE SCRUBBER AS NEEDED. ARCHITECT TO PROVIDE 11.75 SQ FT MINIMUM FREE AREA OA INTAKE LOUVER 1-02 SIU 1-02 SOU 1-03 SIU 1-03 SOU 1-01 SIU ARCHITECT TO PROVIDE 5 SQ FT MINIMUM FREE AREA LOUVER FOR VENTILATION RELIEF LOCATED MINIMUM 10 FT FROM OA INTAKES AND 3 FT FROM BUILDING OPENINGS. ARCHITECT TO PROVIDE 4 SQ FT MINIMUM FREE AREA LOUVER FOR VENTILATION RELIEF LOCATED MINIMUM 10 FT FROM OA INTAKES AND 3 FT FROM BUILDING OPENINGS. ARCHITECT TO PROVIDE 5 SQ FT MINIMUM FREE AREA LOUVER FOR VENTILATION RELIEF LOCATED MINIMUM 10 FT FROM OA INTAKES AND 3 FT FROM BUILDING OPENINGS. ARCHITECT TO PROVIDE 5 SQ FT MINIMUM FREE AREA LOUVER FOR VENTILATION RELIEF LOCATED MINIMUM 10 FT FROM OA INTAKES AND 3 FT FROM BUILDING OPENINGS. 1 ARCHITECT TO PROVIDE 17.5 SQ FT MINIMUM FREE AREA OA INTAKE LOUVER 3 3 2 22 JANITOR R01F15 RESTROOM R01G15 PACKAGE R01F16 FCC R01F17 WEST LOBBY R01H16 STORAGE G01H15 FIRE PUMP ROOM R01F11 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 MAIN ELECTRICAL ROOM R01F13 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 03 R01E14 EXIT PASSAGE WAY R01J15 1-1 EF 1-2 EF EA12-400 14x6 14 x 1 0 12ø EA12-350 EA12-350 ELEVATOR 02 R01E25 72x60 14 x 8 14x616 x 1 2 1-3 EF ? ? MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 1-04 SIU 1-04 SOU 2 102"X60" INSIDE CLEAR GARAGE EXHAUST SHAFT 4 ARCHITECT TO PROVIDE 12.5 SQ FT MINIMUM FREE AREA MAKEUP AIR LOUVER ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER 4 1-01 BCC 01-01 FC SA8-220 SA8-230 SA8-220 14ø 12ø 8ø 3C-01 BCC SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:45:43 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.101 HVAC PLAN - LEVEL 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVEL 011 0 8' -0"16' -0"24' -0"32' -0" 1. BOTTOM OF LOUVER SHALL BE 10 FEET ABOVE ADJOINING GRADE. 2. INTERNAL GREASE EXHAUST ROUTING NOT WITHIN SCOPE OF CORE AND SHELL PACKAGE. LOUVERS ARE SHOWN FOR FUTURE GREASE EXHAUST ROUTING THE EXHAUST FLOW SHALL BE DIRECTED PERPENDICULARLY OUTWARD FROM THE WALL FACE OR UPWARD. (TYPICAL ALL KITCHEN EXHAUST LOUVERS) 3. MOUNT CONDENSING UNIT ON EXTERIOR WALL IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS 4. ARCHITECT TO PROVIDE 1" UNDERCUT FOR MAKEUP AIR.4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP 24"x24" STAIR PRESSURIZATION DUCT 24"x24" STAIR PRESSURIZATION DUCT 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER SC24X24-3700 SC24X24-2800 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R02H11 STORAGE R02G15 MEP ROOM R02J10 VESTIBULE R02H09ELEVATOR LOBBY R02H10 VESTIBULE R02H15 ELEVATOR 01 R143 ELEVATOR 02 R144 STAIR 01 R145 STAIR 02 R146 ELEVATOR 03 R147 ELEVATOR LOBBY R05H14 1 1 R03A ACCU R03C ACCU R02A ACCU R01 ACCU 04-02 FC SB12-48-250 10 ø 10 ø RA12-48-250 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:45:46 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.102 HVAC PLAN - LEVEL 02 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVEL 021 0 8' -0"16' -0"24' -0"32' -0" LEVELS 2 THROUGH 6 PARKING GARAGES ARE NATURALLY VENTILATED. REFER TO ARCHITECTURE DRAWINGS FOR BUILDING PARKING VENTILATION DIAGRAM AND OPENINGS CALCULATION COMPLIANCE. 1. PROVIDE MANUAL BALANCING DAMPER AT BRANCH DUCTWORK TO GRILLE. RIVIT OR WELD DAMPER INTO PLACE AFTER FINAL APPROVAL OF TEST AND BALANCE BY FIRE AUTHORITY. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP UP 24"x24" STAIR PRESSURIZATION DUCT 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER VESTIBULE R03H09 ELEVATOR LOBBY R03H14 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' STORAGE R03G15 VESTIBULE R03H11 ELEVATOR LOBBY R03H10 VESTIBULE R03H15 MEP ROOM R03J10 STAIR 01 R138 ELEVATOR 01 R139 ELEVATOR 02 R140 ELEVATOR 03 R141 STAIR 02 R142 32"x28" STAIR PRESSURIZATION DUCT 3-01 SIU 3-01 SOU 10 ø 10 ø SB12-48-250 RA12-48-250 04-03 FC R02B ACCU R03B ACCU 4-01 BCC SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:45:50 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.103 HVAC PLAN - LEVEL 03 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVEL 031 0 8' -0"16' -0"24' -0"32' -0" LEVELS 2 THROUGH 6 PARKING GARAGES ARE NATURALLY VENTILATED. REFER TO ARCHITECTURE DRAWINGS FOR BUILDING PARKING VENTILATION DIAGRAM AND OPENINGS CALCULATION COMPLIANCE. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UPDN UP DN 32"x28" STAIR PRESSURIZATION DUCT 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 28"x28" STAIR PRESSURIZATION DUCT VESTIBULE R04H11 ELEVATOR LOBBY R04H10 VESTIBULE R04H09 MEP ROOM R04J10 STORAGE R04G15 ELEVATOR LOBBY R04H14 VESTIBULE R04H15 STAIR 01 R133ELEVATOR 01 R134 ELEVATOR 02 R135 ELEVATOR 03 R136 STAIR 02 R137 4-01 SIU 4-01 SOU 1 1 04-04 FC RA12-48-250 SB12-48-250 10 ø 10 ø4-02 BCC R04 ACCU SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:45:52 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.104 HVAC PLAN - LEVEL 04 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVEL 041 1 0 8' -0"16' -0"24' -0"32' -0" LEVELS 2 THROUGH 6 PARKING GARAGES ARE NATURALLY VENTILATED. REFER TO ARCHITECTURE DRAWINGS FOR BUILDING PARKING VENTILATION DIAGRAM AND OPENINGS CALCULATION COMPLIANCE. 1. PROVIDE MANUAL BALANCING DAMPER AT BRANCH DUCTWORK TO GRILLE. RIVIT OR WELD DAMPER INTO PLACE AFTER FINAL APPROVAL OF TEST AND BALANCE BY FIRE AUTHORITY. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP UP 32"x28" STAIR PRESSURIZATION DUCT (2" CLEAR ALL AROUND) 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER MECHANICAL R05F16 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 28"x28" STAIR PRESSURIZATION DUCT STORAGE R05G15 VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 ELEVATOR LOBBY R05H14 VESTIBULE R05H15 STAIR 01 R128 ELEVATOR 01 R129 ELEVATOR 02 R130 STAIR 02 R131 ELEVATOR 03 R132 1 5-01 SIU 5-01 SOU R06 ACCU 04-05 FC 10 ø 10 ø RA12-48-250 SB12-48-250 R07A ACCU R07B ACCU R07C ACCU SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:45:56 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.105 HVAC PLAN - LEVEL 05 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVEL 051 0 8' -0"16' -0"24' -0"32' -0" LEVELS 2 THROUGH 6 PARKING GARAGES ARE NATURALLY VENTILATED. REFER TO ARCHITECTURE DRAWINGS FOR BUILDING PARKING VENTILATION DIAGRAM AND OPENINGS CALCULATION COMPLIANCE. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? ? ? UP 28"x28" STAIR PRESSURIZATION DUCT 32"x28" STAIR PRESSURIZATION DUCT 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER 1 TRASH ROOM EXHAUST RISER 6 FC R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' ARCHITECT TO PROVIDE 1.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR RESTROOMS ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR JANITOR ROOM 10x12 TRASH ROOM R06G15 1 VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 VESTIBULE R06H15 ELEVATOR LOBBY R06H14 STAIR 01 R123 STAIR 02 R126 ELEVATOR 03 R127 2 GAME ROOM R06H16 WOMEN R06H13A MEN R06H13C JANITOR R06H13B STAIR 04 R170 ELEVATOR 02 R175 ELEVATOR 01 R176 BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 CONFERENCE R06F15 CONFERENCE R06F16 RESIDENTIAL UNIT STORAGE R06H12 R08B ACCU R08A ACCU 6-01 BCC 6-02 BCC 06-06 FC RA12-48-250 SB12-48-250 10 ø 10 ø POOL EQUIPMENT R06J11 6-1 EF CONNECT TO POOL HEATER EQUIPMENT 3 4 14x10 ARCHITECT TO PROVIDE 1.5 SQ FT MINIMUM FREE AREA CORRISIVE RESISTANT EXHAUST LOUVER AT LEAST 10 FT FROM BUILDING AIR INTAKE ARCHITECT TO PROVIDE 1.5 SQ FT MINIMUM FREE AREA CORRISIVE RESISTANT MAKEUP AIR LOUVER 14 x 1 0 5 06-07 FC 12ø 8ø SA8-160 (TYP. 3) 5 SC14X10-650 14 x 1 0 EA8X8-325 (TYP. 2) SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:01 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.106 HVAC PLAN - LEVEL 06 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVEL 061 0 8' -0"16' -0"24' -0"32' -0" LEVELS 2 THROUGH 6 PARKING GARAGES ARE NATURALLY VENTILATED. REFER TO ARCHITECTURE DRAWINGS FOR BUILDING PARKING VENTILATION DIAGRAM AND OPENINGS CALCULATION COMPLIANCE. 1. TRASH ROOM EXHAUST WITH SUB DUCT SYSTEM. REFER TO DETAIL 4/R1-M9.002 FOR ADDITIONAL INFORMATION. PROVIDE 6" DIAMETER EXHAUST DUCT STUB OUT FOR FUTURE CONNECTION. 2. ARCHITECT TO PROVIDE 1" DOOR UNDERCUT FOR MAKEUP AIR. 3. 6" PVC PIPE COMBUSTION AIR INTAKE. ROUTE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. 6" CATEGORY IV STAINLESS STEEL FLUE EXHAUST DUCT. ROUTE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTRACTOR TO PROVIDE CONDENSATE DRAIN WITH TAP. ROUTE CONDENSATE TO CONDENSATE NEUTRALIZER KIT IN POOL EQUIPMENT ROOM. 5. STAINLESS STEEL OR CORRISIVE RESISTANT DUCTS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA OA INTAKE LOUVER LOCATED MINIMUM 10 FT AWAY FROM EXHAUST LOUVERS (TYP FOR ALL BEDROOM APARTMENTS) ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR RESTROOM AND KITCHEN EXHAUST LOCATED MINIMUM 10 FT AWAY FROM OPENINGS IF NOT 3 FT ABOVE (TYP FOR ALL APARTMENTS) 7 FC 1 TRASH ROOM EXHAUST RISER 2 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' ARCHITECT TO PROVIDE 1.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR RESTROOMS ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR JANITOR ROOM 10x12 TRASH ROOM R07G15 1 VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 ELEVATOR LOBBY R07H14 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 2 ARCHITECT TO PROVIDE 1 SF FREE AREA OA INTAKE LOUVER FOR CIRCULATION CORRIDOR ARCHITECT TO PROVIDE 2 SF FREE AREA RELIEF AIR LOUVER FOR CIRULATION CORRIDOR 3 32x28 STAIR PRESSURIZATION DUCT 28x28 STAIR PRESSURIZATION DUCT ST_1 R07F09A 7A-07 FC SB12-48-250 10 ø RA12-48-250 10 ø 7A-01 BCC 7C-01 BCC 7B-01 BCC 7B-02 BCC SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:07 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.107 HVAC PLAN - LEVEL 07 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVEL 071 0 8' -0"16' -0"24' -0"32' -0" 1. TRASH ROOM EXHAUST WITH SUB DUCT SYSTEM. REFER TO DETAIL 4/R1-M9.002 FOR ADDITIONAL INFORMATION. PROVIDE 6" DIAMETER EXHAUST DUCT STUB OUT FOR FUTURE CONNECTION. 2. INTERNAL EXHAUST ROUTING IS NOT APART OF THE CORE AND SHELL PACKAGE. LOUVERS ARE ONLY SHOWN AT EXTERIOR FOR FUTURE CONNECTION. ALL KITCHEN AND RESTROOM EXHAUST IN FUTURE PACKAGE SHALL BE ROUTED SEPARATELY TO THE EXTERNAL LOUVER. (TYPICAL ALL APARTMENTS). 3. ARCHITECT TO PROVIDE 1" DOOR UNDERCUT FOR MAKEUP AIR. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 34"x 28" STAIR PRESSURIZATION DUCT 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA OA INTAKE LOUVER LOCATED MINIMUM 10 FT AWAY FROM EXHAUST LOUVERS (TYP FOR ALL APARTMENTS) 8 FC 1 TRASH ROOM EXHAUST RISER 2 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 10x12 TRASH ROOM R08G15 1 MEP ROOM R08J10 VESTIBULE R08H09 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 ELEVATOR LOBBY R08H14 VESTIBULE R08H15 ELEVATOR 01 R149 ELEVATOR 02 R150 STAIR 01 R151 STAIR 02 R152 ELEVATOR 03 R153 ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR RESTROOM AND KITCHEN EXHAUST LOCATED MINIMUM 10 FT AWAY FROM OPENINGS IF NOT 3 FT ABOVE (TYP FOR ALL APARTMENTS) 3 ARCHITECT TO PROVIDE 1 SF FREE AREA OA INTAKE LOUVER FOR CIRCULATION CORRIDOR ARCHITECT TO PROVIDE 2 SF FREE AREA RELIEF AIR LOUVER FOR CIRULATION CORRIDOR 4 28x28 STAIR PRESSURIZATION DUCT 2 SB12-48-250 10 ø 8A-08 FC 10 ø RA12-48-250 8A-01 BCC 8A-02 BCC 8B-01 BCC 8B-02 BCC SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:13 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.108 HVAC PLAN - LEVEL 08-14 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVELS 08-141 0 8' -0"16' -0"24' -0"32' -0" 1. TRASH ROOM EXHAUST WITH SUB DUCT SYSTEM. REFER TO DETAIL 4/R1-M9.002 FOR ADDITIONAL INFORMATION. PROVIDE 6" DIAMETER EXHAUST DUCT STUB OUT FOR FUTURE CONNECTION. 2. PROVIDE MANUAL BALANCING DAMPER AT BRANCH DUCTWORK TO GRILLE. RIVIT OR WELD DAMPR INTO PLACE AFTER FINAL APPROVAL OF TEST AND BALANCE BY FIRE AUTHORITY. 3. INTERNAL EXHAUST ROUTING IS NOT APART OF THE CORE AND SHELL PACKAGE. LOUVERS ARE ONLY SHOWN AT EXTERIOR FOR FUTURE CONNECTION. ALL KITCHEN AND RESTROOM EXHAUST IN FUTURE PACKAGE SHALL BE ROUTED SEPARATELY TO THE THE EXTERNAL LOUVER. (TYPICAL ALL APARTMENTS) 4. ARCHITECT TO PROVIDE 1" DOOR UNDERCUT FOR MAKEUP AIR. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? DN 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR JANITOR ROOM LOCATED MINIMUM 10 FT AWAY FROM OPENINGS IF NOT 3 FT ABOVE ARCHITECT TO PROVIDE 1.0 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR RESTROOMS ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA EXHAUST LOUVER FOR RESTROOM AND KITCHEN EXHAUST LOCATED MINIMUM 10 FT AWAY FROM OPENINGS IF NOT 3 FT ABOVE (TYP FOR ALL APARTMENTS) ARCHITECT TO PROVIDE 0.5 SQ FT MINIMUM FREE AREA OA INTAKE LOUVER LOCATED MINIMUM 10 FT AWAY FROM EXHAUST LOUVERS (TYP FOR ALL APARTMENTS) 1 TRASH ROOM EXHAUST RISER 2 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' STAIR 01 R16D23 TRASH ROOM R15F16 1 VESTIBULE R15H11 STAIR 02 R35 ELEVATOR LOBBY R15H10 STORAGE R15H09 ELEVATOR 03 R38 VESTIBULE R15H15 ELEVATOR LOBBY R15H14 ELEVATOR 01 R154 ELEVATOR 02 R155 3 42x30 STAIR PRESSURIZATION DUCT 30x40 STAIR PRESSURIZATION DUCT ARCHITECT TO PROVIDE 1 SF FREE AREA OA INTAKE LOUVER FOR CIRCULATION CORRIDOR ARCHITECT TO PROVIDE 2 SF FREE AREA RELIEF AIR LOUVER FOR CIRULATION CORRIDOR RA12-48-250 15A-15 FC SB12-48-250 10 ø 15A-01 BCC 15A-02 BCC 15B-01 BCC 15B-02 BCC SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:17 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.115 HVAC PLAN - LEVEL 15 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - LEVEL 151 0 8' -0"16' -0"24' -0"32' -0" 1. TRASH ROOM EXHAUST WITH SUB DUCT SYSTEM. REFER TO DETAIL 4/R1-M9.002 FOR ADDITIONAL INFORMATION. PROVIDE 6" DIAMETER EXHAUST DUCT STUB OUT FOR FUTURE CONNECTION. 2. INTERNAL EXHAUST ROUTING IS NOT APART OF THE CORE AND SHELL PACKAGE. LOUVERS ARE ONLY SHOWN AT EXTERIOR FOR FUTURE CONNECTION. ALL KITCHEN AND RESTROOM EXHAUST IN FUTURE PACKAGE SHALL BE ROUTED SEPARATELY TO THE THE EXTERNAL LOUVER. (TYPICAL ALL APARTMENTS) 3. ARCHITECT TO PROVIDE 1" DOOR UNDERCUT FOR MAKEUP AIR. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 2 STAIRWELL #1 STAIR PRESSURIZATION RISER 1 STAIRWELL #2 STAIR PRESSURIZATION RISER 1 TRASH ROOM EXHAUST RISER R-02 SIU R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' R-01 SIU R-02 SOU R-01 SOU MEP SPACE R16G16 MEP SPACE R16J10 STAIR 02 R101 ELEVATOR EQUIPMENT ROOM R16H09 STAIR 01 R105 ELEVATOR EQUIPMENT ROOM R16H14 VESTIBULE R16H11VESIBULE R16H15 16 FC 14x16 EA DN THRU ROOF 24x24 UP TO GV ON ROOF 24x24 UP TO GV ON ROOF 24x24 UP TO GV ON ROOF 30x40 42x30 R09B ACCU R10B ACCU R11B ACCU R12B ACCU R13B ACCU R14B ACCU R15B ACCU ELEC ACCU R09A ACCU R10A ACCU R11A ACCU R12A ACCU R13A ACCU R14A ACCU R15A ACCU 1 TEF 14x16 EA DN AT WALL SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.116 HVAC PLAN - ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - ROOF1 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 1 SPF 1 GV 2 GV 2 SPF SPF-1 VFD SPF-2 VFD 3 GV 4 GV R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 5 GV 42 x 3 0 42x30 SA DN 16x14 EA 14x16 EA DN THRU ROOF 16x14 EA DN AT WALL 16X14 EA DUCT OVER PARAPET WALL SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:24 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M2.118 HVAC PLAN -TOP ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL HVAC PLAN - TOP ROOF1 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 T PLUMBING ROOM RB1F13 RESIDENTIAL STORAGE RB1F16 FIRE WATER STORAGE RP01B19 T R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' MDP HOUSE RB1F12 FIRE PUMP & WATER STORAGE RB1F11 VESTIBULE RB1H11 ELEVATOR LOBBY RB1H10 VESTIBULE RB1H09 MEP ROOM RB1J10 ELEVATOR LOBBY RB1H14 VESTIBULE RB1H13 STAIR 02 R94 ELEVATOR 03 R95 STAIR 01 R96 ELEVATOR 01 R97 ELEVATOR 01 R99 SIU P1-02 SIU P1-01 SIU P1-03 SIU P1-04 TT SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:27 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.100A HVAC ZONING PLAN - LEVEL P 01 SEG A 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL P 01 SEG A1 0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR VRF FAN COILS IS FOR REFRIGERANT STUB OUTS AND REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 T POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES PLUMBING ROOM RB1F13 RESIDENTIAL STORAGE RB1F16 FIRE WATER STORAGE RP01B19 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE FAN ROOM RP01A19 VESTIBULE RB1H13 ELEVATOR LOBBY RB1H14 STAIR 01 R96 VESTIBULE RB1H11 STAIR 02 R94 ELEVATOR LOBBY RB1H10 MEP ROOM RB1J10 VESTIBULE RB1H09 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:28 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.100AS SMOKE CONTROL ZONING PLAN - LEVEL P01 SEG A 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL P 01 SEG A1 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? TT RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 MAIN ELECTRICAL ROOM R01F13 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 ? ? T R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FCC R01F17 FIRE PUMP ROOM R01F11 STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 JANITOR R01F15 RESTROOM R01G15 1 2A 2B 3B 3A 3C ? ? MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 SIU 1-02 SIU 1-03 SIU 1-04 SIU 1-01 T T EXIT PASSAGE WAY R01J15 EMERGENCY ELECTRICAL ROOM R01F12 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:32 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.101 HVAC ZONING PLAN - LEVEL 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL 01 GARAGE1 0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 MAIN ELECTRICAL ROOM R01F13 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FCC R01F17 FIRE PUMP ROOM R01F11 STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 JANITOR R01F15 RESTROOM R01G15 ? ? ? ? POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE AND EXIT PASSAGEWAY POSITIVELY PRESSURED STAIR ENCLOSURE ? ? MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 ? ? TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.101S SMOKE CONTROL ZONING PLAN - LEVEL 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 0 8' -0"16' -0"24' -0"32' -0"SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 01 GARAGE1 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP T R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 4 MEP ROOM R02J10 VESTIBULE R02H09ELEVATOR LOBBY R02H10 VESTIBULE R02H11 STORAGE R02G15 VESTIBULE R02H15 ELEVATOR 01 R143 ELEVATOR 02 R144 STAIR 01 R145 STAIR 02 R146 ELEVATOR 03 R147 ELEVATOR LOBBY R05H14 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:38 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.102 HVAC ZONING PLAN - LEVEL 02 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL 021 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE MEP ROOM R02J10 VESTIBULE R02H09ELEVATOR LOBBY R02H10 VESTIBULE R02H11 STORAGE R02G15 VESTIBULE R02H15 ELEVATOR 01 R143 ELEVATOR 02 R144 STAIR 01 R145 STAIR 02 R146 ELEVATOR 03 R147 ELEVATOR LOBBY R05H14 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.102S SMOKE CONTROL ZONING PLAN - LEVEL 02 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 021 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP UP T VESTIBULE R03H09 ELEVATOR LOBBY R03H14 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 4 VESTIBULE R03H11 ELEVATOR LOBBY R03H10 STORAGE R03G15 VESTIBULE R03H15 MEP ROOM R03J10 STAIR 01 R138 ELEVATOR 01 R139 ELEVATOR 02 R140 ELEVATOR 03 R141 STAIR 02 R142 T SIU 3-01 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:43 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.103 HVAC ZONING PLAN - LEVEL 03 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL 031 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP UP VESTIBULE R03H09 ELEVATOR LOBBY R03H14 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE VESTIBULE R03H11 ELEVATOR LOBBY R03H10 STORAGE R03G15 VESTIBULE R03H15 MEP ROOM R03J10 STAIR 01 R138 ELEVATOR 01 R139 ELEVATOR 02 R140 ELEVATOR 03 R141 STAIR 02 R142 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:45 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.103S SMOKE CONTROL ZONING PLAN - LEVEL 03 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 031 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' T 4 VESTIBULE R04H11 ELEVATOR LOBBY R04H10 VESTIBULE R04H09 MEP ROOM R04J10 STORAGE R04G15 ELEVATOR LOBBY R04H14 VESTIBULE R04H15 STAIR 01 R133 ELEVATOR 01 R134 ELEVATOR 02 R135 ELEVATOR 03 R136 STAIR 02 R137 T SIU 4-01 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:48 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.104 HVAC ZONING PLAN - LEVEL 04 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL 041 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R04H09 MEP ROOM R04J10 ELEVATOR LOBBY R04H10 VESTIBULE R04H11 POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE STORAGE R04G15 ELEVATOR LOBBY R04H14 VESTIBULE R04H15 STAIR 01 R133 ELEVATOR 01 R134 ELEVATOR 02 R135 ELEVATOR 03 R136 STAIR 02 R137 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:50 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.104S SMOKE CONTROL ZONING PLAN - LEVEL 04 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 041 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP UP MECHANICAL R05F16 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' T 4 VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 ELEVATOR LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 STAIR 01 R128 ELEVATOR 01 R129 ELEVATOR 02 R130 STAIR 02 R131 ELEVATOR 03 R132 T SIU 5-01 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:53 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.105 HVAC ZONING PLAN - LEVEL 05 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL 051 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP UP MECHANICAL R05F16 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 ELEVATOR LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 STAIR 01 R128 ELEVATOR 01 R129 ELEVATOR 02 R130 STAIR 02 R131 ELEVATOR 03 R132 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:55 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.105S SMOKE CONTROL ZONING PLAN - LEVEL 05 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 051 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? ? ? UP DN T R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 6 VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 ELEVATOR LOBBY R06H14 STAIR 02 R126 ELEVATOR 03 R127 WOMEN R06H13A MEN R06H13C JANITOR R06H13B FC 6 STAIR 01 R123 STAIR 04 R170 ? ? ELEVATOR 02 R175 ELEVATOR 01 R176 ? ? BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 CONFERENCE R06F15 CONFERENCE R06F16 GAME ROOM R06H16 RESIDENTIAL UNIT STORAGE R06H12 POOL EQUIPMENT R06J11 ELEVATOR LOBBY R06H14 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:46:59 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.106 HVAC ZONING PLAN - LEVEL 06 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL 061 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? ? ? UP DN T R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 ELEVATOR LOBBY R06H14 STAIR 01 R123 ? ? ? ? STAIR 02 R126 ELEVATOR 03 R127 WOMEN R06H13A MEN R06H13C JANITOR R06H13B RESIDENTIAL UNIT STORAGE R06H12 GAME ROOM R06H16 BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 CONFERENCE R06F15 CONFERENCE R06F16 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:01 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.106S SMOKE CONTROL ZONING PLAN - LEVEL 06 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 061 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 7B VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 ELEVATOR LOBBY R07H14 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 T FC 7 7A 7C SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:06 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.107 HVAC ZONING PLAN - LEVEL 07 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL 071 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 ELEVATOR LOBBY R07H14 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118 ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:09 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.107S SMOKE CONTROL ZONING PLAN - LEVEL 07 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 071 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 8A 8B MEP ROOM R08J10 VESTIBULE R08H09 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 TRASH ROOM R08G15 ELEVATOR LOBBY R08H14 VESTIBULE R08H15 ELEVATOR 01 R149 ELEVATOR 02 R150 STAIR 01 R151 STAIR 02 R152 ELEVATOR 03 R153 T FC 8 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:14 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.108 HVAC ZONING PLAN - LEVEL 08-14 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVELS 08-141 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE MEP ROOM R08J10 VESTIBULE R08H09 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 TRASH ROOM R08G15 ELEVATOR LOBBY R08H14 VESTIBULE R08H15 ELEVATOR 01 R149 ELEVATOR 02 R150 STAIR 01 R151 STAIR 02 R152 ELEVATOR 03 R153 ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:17 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.108S SMOKE CONTROL ZONING PLAN - LEVEL 08-14 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 081 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 15B 15A STAIR 01 R16D23 VESTIBULE R15H11 STAIR 02 R35 ELEVATOR LOBBY R15H10 STORAGE R15H09 ELEVATOR 03 R38 TRASH ROOM R15F16 VESTIBULE R15H15 ELEVATOR LOBBY R15H14 ELEVATOR 01 R154 ELEVATOR 02 R155 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.115 HVAC ZONING PLAN - LEVEL 15 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - LEVEL 151 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE STAIR 01 R16D23 VESTIBULE R15H11 STAIR 02 R35 ELEVATOR LOBBY R15H10 STORAGE R15H09 ELEVATOR 03 R38 TRASH ROOM R15F16 VESTIBULE R15H15 ELEVATOR LOBBY R15H14 ELEVATOR 01 R154 ELEVATOR 02 R155 ALL GENDER RR R15F09A VESTIBLE R15F09B ALL GENDER RR R15F09C JANITOR R15F09D EAST CORR. R15F09E ? ? SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:25 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.115S SMOKE CONTROL ZONING PLAN - LEVEL 15 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - LEVEL 151 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 T R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' ELEVATOR 03 R17C15 MEP SPACE R16G16 MEP SPACE R16J10 STAIR 02 R101 ELEVATOR EQUIPMENT ROOM R16H09ELEVATOR 01 R103 ELEVATOR 02 R104 STAIR 01 R105 ELEVATOR EQUIPMENT ROOM R16H14 VESTIBULE R16H11 VESIBULE R16H15 T T FC 16 SIU R-02 SIU R-01 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:28 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.116 HVAC ZONING PLAN - ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" ZONING PLAN - ROOF1 0 8' -0"16' -0"24' -0"32' -0"0 8' -0"16' -0"24' -0"32' -0" ZONING SHOWN FOR REFERENCE ONLY. TEMPERATURE SENSORS AND FAN COILS TO BE PROVIDED IN FUTURE PACKAGE. PROVIDE TEMP SENSOR WHERE SHOWN FOR SPECIFIC EQUIPMENT SCHEDULED. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENCLOSURE POSITIVELY PRESSURED STAIR ENTRANCE VESTIBULES ELEVATOR 03 R17C15 ? ? MEP SPACE R16G16 MEP SPACE R16J10 STAIR 02 R101 ELEVATOR EQUIPMENT ROOM R16H09 ELEVATOR 01 R103 ELEVATOR 02 R104 STAIR 01 R105 ELEVATOR EQUIPMENT ROOM R16H14 VESTIBULE R16H11 VESIBULE R16H15 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:30 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M3.116S SMOKE CONTROL ZONING PLAN - ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" SMOKE CONTROL ZONING PLAN - ROOF1 0 8' -0"16' -0"24' -0"32' -0" 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 PLUMBING ROOM RB1F13 RESIDENTIAL STORAGE RB1F16 FIRE WATER STORAGE RP01B19 1-01 SOU 1 P1-04 SIU P1-04 SOU P1-03 SOU P1-03 SIU P1-01 SOU P1-01 SIU P1-02 SIU P1-02 SOU R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' MDP HOUSE RB1F12 FIRE PUMP & WATER STORAGE RB1F11 VESTIBULE RB1H11 ELEVATOR LOBBY RB1H10 VESTIBULE RB1H09 MEP ROOM RB1J10 ELEVATOR LOBBY RB1H14 VESTIBULE RB1H13 STAIR 02 R94 ELEVATOR 03 R95 STAIR 01 R96 ELEVATOR 01 R97 ELEVATOR 01 R99 WALL-MOUNTED UNIT WALL-MOUNTED UNIT WALL-MOUNTED UNIT SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:33 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.100A REFRIGERANT PIPING PLAN - LEVEL P 01 SEG A 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PIPING PLAN - LEVEL P 01 SEG A1 0 8' -0"16' -0"24' -0"32' -0" 1. REFRIGERANT PIPING UP TO LEVEL ABOVE.SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 MAIN ELECTRICAL ROOM R01F13 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 ? ? 1-02 SIU 1-02 SOU 1-03 SOU 1-01 SIU R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FCC R01F17 FIRE PUMP ROOM R01F11 STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 JANITOR R01F15 RESTROOM R01G15 ? ? MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 1-03 SIU 1 1-04 SOU 1-04 SIU 1-01 BCC REFRIGERANT PIPES UP TO LEVEL ABOVE REFRIGERANT PIPES UP TO LEVEL ABOVE 1 01-01 FC 3C-01 BCC REFRIGERANT PIPES UP 1 1 REFRIGERANT PIPES DN SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:37 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.101 REFRIGERANT PIPING PLAN - LEVEL 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 01 GARAGE1 0 8' -0"16' -0"24' -0"32' -0" 1. REFRIGERANT STUB OUTS INTO TENANT SPACE. CAP FOR FUTURE CONNECTION. SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' MEP ROOM R02J10 VESTIBULE R02H09ELEVATOR LOBBY R02H10 VESTIBULE R02H11 STORAGE R02G15 VESTIBULE R02H15 ELEVATOR 01 R143 ELEVATOR 02 R144 STAIR 01 R145 STAIR 02 R146 ELEVATOR 03 R147 ELEVATOR LOBBY R05H14 R01 ACCU R02A ACCU R03A ACCU R03C ACCU MECHANICAL R02F16 REFRIGERANT PIPES DN THRU FLR REFRIGERANT PIPES DN THRU FLR 04-02 FC REFRIGERANT PIPES UP REFRIGERANT PIPES UP & DN REFRIGERANT PIPES UP & DN SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.102 REFRIGERANT PIPING PLAN - LEVEL 02 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 021 0 8' -0"16' -0"24' -0"32' -0" SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP UP VESTIBULE R03H09 ELEVATOR LOBBY R03H14 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R03H11 ELEVATOR LOBBY R03H10 STORAGE R03G15 VESTIBULE R03H15 MEP ROOM R03J10 STAIR 01 R138 ELEVATOR 01 R139 ELEVATOR 02 R140 ELEVATOR 03 R141 STAIR 02 R142 3-01 SIU 3-01 SOU 1 R02B ACCU R03B ACCU 04-03 FC REFRIGERANT PIPES DN REFRIGERANT PIPES UP & DN 4-01 BCC REFRIGERANT PIPES DN REFRIGERANT PIPES DN SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:44 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.103 REFRIGERANT PIPING PLAN - LEVEL 03 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 031 0 8' -0"16' -0"24' -0"32' -0" 1. REFRIGERANT PIPING DOWN AT WALL. SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R04H11 ELEVATOR LOBBY R04H10 VESTIBULE R04H09 MEP ROOM R04J10 STORAGE R04G15 ELEVATOR LOBBY R04H14 VESTIBULE R04H15 STAIR 01 R133 ELEVATOR 01 R134 ELEVATOR 02 R135 ELEVATOR 03 R136 STAIR 02 R137 4-01 SIU 4-01 SOU 1 R04 ACCU 4-02 BCC 04-04 FC REFRIGERANT PIPES UP TO LEVEL ABOVE REFRIGERANT PIPES DN THRU FLOOR SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:47 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.104 REFRIGERANT PIPING PLAN - LEVEL 04 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 041 0 8' -0"16' -0"24' -0"32' -0" 1. REFRIGERANT PIPING DOWN AT WALL. SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 UP UP MECHANICAL R05F16 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 ELEVATOR LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 STAIR 01 R128 ELEVATOR 01 R129 ELEVATOR 02 R130 STAIR 02 R131 ELEVATOR 03 R132 5-01 SIU 5-01 SOU 1 R06 ACCU R07B ACCU 04-05 FC REFRIGERANT PIPES DN THRU FLOOR REFRIGERANT PIPES UP REFRIGERANT PIPES UP REFRIGERANT PIPES UP R07C ACCU REFRIGERANT PIPES UP R07A ACCU SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:50 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.105 REFRIGERANT PIPING PLAN - LEVEL 05 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 051 0 8' -0"16' -0"24' -0"32' -0" 1. REFRIGERANT PIPING DOWN AT WALL. SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? ? ? UP 6 FC R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 ELEVATOR LOBBY R06H14 STAIR 01 R123 STAIR 02 R126 ELEVATOR 03 R127 R08A ACCU R08B ACCU 6-01 BCC 6-02 BCC REFRIGERANT PIPES UP REFRIGERANT PIPES UP REFRIGERANT PIPES UP REFRIGERANT PIPES UP REFRIGREANT PIPES DN CONFERENCE R06F16 CONFERENCE R06F15 MULTI FUCTION SPACE R06G14 BUSINESS CENTER R06G16 GAME ROOM R06H16 RESIDENTIAL UNIT STORAGE R06H12 POOL EQUIPMENT R06J11 MEN R06H13C WOMEN R06H13A JANITOR R06H13B COORIDOR R06J12 STAIR 04 R170 ELEVATOR 01 R176 ELEVATOR 02 R175 06-06 FC REFRIGERANT PIPES UP 06-07 FC REFRIGERANT PIPES DN REFRIGERANT PIPES DN THRU FLR REFRIGERANT PIPES DN TO UNIT SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:53 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.106 REFRIGERANT PIPING PLAN - LEVEL 06 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 061 0 8' -0"16' -0"24' -0"32' -0" SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? 7 FC R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 ELEVATOR LOBBY R07H14 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 7A-01 BCC 7C-01 BCC 7B-01 BCC 7B-02 BCC 7A-07 FC REFRIGERANT PIPES UP AND DN REFRIGERANT PIPES DN REFRIGERANT PIPES DN REFRIGERANT PIPES UP AND DN REFRIGERANT PIPES UP SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:47:58 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.107 REFRIGERANT PIPING PLAN - LEVEL 07 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 071 0 8' -0"16' -0"24' -0"32' -0" SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' MEP ROOM R08J10 VESTIBULE R08H09 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 TRASH ROOM R08G15 ELEVATOR LOBBY R08H14 VESTIBULE R08H15 ELEVATOR 01 R149 ELEVATOR 02 R150 STAIR 01 R151 STAIR 02 R152 ELEVATOR 03 R153 8 FC 8A-01 BCC 8A-02 BCC 8B-01 BCC 8B-02 BCC 8A-08 FC REFRIGERANT PIPES UP REFRIGERANT PIPES DN REFRIGERANT PIPES DN SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:48:03 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.108 REFRIGERANT PIPING PLAN - LEVEL 08-14 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 081 0 8' -0"16' -0"24' -0"32' -0" SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 ? ? DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' STAIR 01 R16D23 VESTIBULE R15H11 STAIR 02 R35 ELEVATOR LOBBY R15H10 STORAGE R15H09 ELEVATOR 03 R38 TRASH ROOM R15F16 VESTIBULE R15H15 ELEVATOR LOBBY R15H14 ELEVATOR 01 R154 ELEVATOR 02 R155 15A-01 BCC 15A-02 BCC 15B-01 BCC 15B-02 BCC 15A-15 FC REFRIGERANT PIPES UP REFRIGERANT PIPES UP (TYP) SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:48:07 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.115 REFRIGERANT PIPING PLAN - LEVEL 15 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - LEVEL 151 0 8' -0"16' -0"24' -0"32' -0" SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 R-02 SIU R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' R-01 SIU R-01 SOU R-02 SOU16 FC ANTI-CORROSION ALUMINUM JACKET IS REQUIRED FOR EXPOSED REFRIGERANT PIPING ON THE ROOF (TYP) ANTI-CORROSION ALUMINUM JACKET IS REQUIRED FOR EXPOSED REFRIGERANT PIPING ON THE ROOF R09B ACCU R10B ACCU R11B ACCU R12B ACCU R13B ACCU R14B ACCU R15B ACCU R09A ACCU R10A ACCU R11A ACCU R12A ACCU R13A ACCU R14A ACCU R15A ACCU ELEC ACCU REFRIGEANT PIPES DN (TYP) REFRIGEANT PIPES DN (TYP) REFRIGEANT PIPES DN (TYP) SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:48:10 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M4.116 REFRIGERANT PIPING PLAN - ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN - ROOF1 0 8' -0"16' -0"24' -0"32' -0" SIZE, ROUTE, INSTALL, AND PITCH ALL REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 LEVEL 01G WEST 0' -0" LEVEL 02 WEST 16' -0" LEVEL 03 WEST 26' -0" LEVEL 04 WEST 36' -0" LEVEL 05 WEST 46' -0" LEVEL 06 WEST 56' -0" LEVEL 07 WEST 72' -6" LEVEL 08 WEST 84' -0" LEVEL 09 WEST 94' -6" LEVEL 10 WEST 105' -0" LEVEL 11 WEST 115' -6" LEVEL 12 WEST 126' -0" LEVEL 13 WEST 136' -6" LEVEL 14 WEST 147' -0" LEVEL 15 WEST 157' -6" ROOF WEST 170' -0" TOP ROOF WEST 183' -6" 1 SPF1 GV 32 x 2 8 3 4 x 2 8 LEVEL 01R WEST 11' -7" R14 LEVEL 06+ WEST 61' -0" SC24X24-3700 SC24X24-3700 24 x 2 4 42 x 3 0 SC24X24-3700 SC24X24-3700 32 x 2 8 SC24X24-3700 LEVEL 01 WEST 0' -0" ROOF WEST 170' -0" LEVEL 15 WEST 157' -6" LEVEL 14 WEST 147' -0" LEVEL 13 WEST 136' -6" LEVEL 12 WEST 126' -0" LEVEL 11 WEST 115' -6" LEVEL 10 WEST 105' -0" LEVEL 09 WEST 94' -6" LEVEL 08 WEST 84' -0" LEVEL 07 WEST 72' -6" LEVEL 06 WEST 56' -0" LEVEL 05 WEST 46' -0" LEVEL 04 WEST 36' -0" LEVEL 03 WEST 26' -0" LEVEL 02 WEST 16' -0" LEVEL 15+ WEST 161' -11" LEVEL 01R WEST 11' -7" TOP ROOF WEST 183' -6" R14 LEVEL 01 (HOTEL) 0' - 6" ROOF (HOTEL) 130' - 1" LEVEL 10 (HOTEL) 112' - 6" LEVEL 09 (HOTEL) 101' - 0" LEVEL 08 (HOTEL) 89' - 6" LEVEL 07 (HOTEL) 78' - 0" LEVEL 06 (HOTEL) 66' - 6" LEVEL 05 (HOTEL) 55' - 0" LEVEL 04 (HOTEL) 43' - 6" LEVEL 03 (HOTEL) 32' - 0" LEVEL 02 (HOTEL) 20' - 6" LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" R14 T/WALL (HOTEL) 140' - 6" LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" LEVEL 01G WEST 0' -0" LEVEL 02 WEST 16' -0" LEVEL 03 WEST 26' -0" LEVEL 04 WEST 36' -0" LEVEL 05 WEST 46' -0" LEVEL 06 WEST 56' -0" LEVEL 07 WEST 72' -6" LEVEL 08 WEST 84' -0" LEVEL 09 WEST 94' -6" LEVEL 10 WEST 105' -0" LEVEL 11 WEST 115' -6" LEVEL 12 WEST 126' -0" LEVEL 13 WEST 136' -6" LEVEL 14 WEST 147' -0" LEVEL 15 WEST 157' -6" ROOF WEST 170' -0" TOP ROOF WEST 183' -6" 2 GV 40 x 3 0 SC24X24-2800 LEVEL 01R WEST 11' -7" SC24X24-2800 RHRJ LEVEL 06+ WEST 61' -0" SC24X24-2800 34 x 2 8 28 x 2 8 28 x 2 8 SC24X24-2800 SC24X24-2800 24 x 2 4 LEVEL 01 WEST 0' -0" ROOF WEST 170' -0" LEVEL 15 WEST 157' -6" LEVEL 14 WEST 147' -0" LEVEL 13 WEST 136' -6" LEVEL 12 WEST 126' -0" LEVEL 11 WEST 115' -6" LEVEL 10 WEST 105' -0" LEVEL 09 WEST 94' -6" LEVEL 08 WEST 84' -0" LEVEL 07 WEST 72' -6" LEVEL 06 WEST 56' -0" LEVEL 05 WEST 46' -0" LEVEL 04 WEST 36' -0" LEVEL 03 WEST 26' -0" LEVEL 02 WEST 16' -0" LEVEL 15+ WEST 161' -11" LEVEL 01R WEST 11' -7" TOP ROOF WEST 183' -6" RHRJ LEVEL 01 (HOTEL) 0' - 6" ROOF (HOTEL) 130' - 1" LEVEL 10 (HOTEL) 112' - 6" LEVEL 09 (HOTEL) 101' - 0" LEVEL 08 (HOTEL) 89' - 6" LEVEL 07 (HOTEL) 78' - 0" LEVEL 06 (HOTEL) 66' - 6" LEVEL 05 (HOTEL) 55' - 0" LEVEL 04 (HOTEL) 43' - 6" LEVEL 03 (HOTEL) 32' - 0" LEVEL 02 (HOTEL) 20' - 6" LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RHRJ T/WALL (HOTEL) 140' - 6" LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:48:15 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M5.001 SUPPLY DUCTWORK RISER DIAGRAMS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: 1/8" = 1'-0"2 STAIRWELL #1 STAIR PRESSURIZATION RISER SCALE: 1/8" = 1'-0"1 STAIRWELL #2 STAIR PRESSURIZATION RISER 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 LEVEL 01G WEST 0' -0" LEVEL 02 WEST 16' -0" LEVEL 03 WEST 26' -0" LEVEL 04 WEST 36' -0" LEVEL 05 WEST 46' -0" LEVEL 06 WEST 56' -0" LEVEL 07 WEST 72' -6" LEVEL 08 WEST 84' -0" LEVEL 09 WEST 94' -6" LEVEL 10 WEST 105' -0" LEVEL 11 WEST 115' -6" LEVEL 12 WEST 126' -0" LEVEL 13 WEST 136' -6" LEVEL 14 WEST 147' -0" LEVEL 15 WEST 157' -6" ROOF WEST 170' -0" TOP ROOF WEST 183' -6" LEVEL 01R WEST 11' -7" 16x14 THRU ROOF RH LEVEL 06+ WEST 61' -0" 6ø 14x12 12x10 14x12 6ø 6ø 6ø 6ø 6ø 6ø 6ø 6ø 6ø LEVEL 01 WEST 0' -0" ROOF WEST 170' -0" LEVEL 15 WEST 157' -6" LEVEL 14 WEST 147' -0" LEVEL 13 WEST 136' -6" LEVEL 12 WEST 126' -0" LEVEL 11 WEST 115' -6" LEVEL 10 WEST 105' -0" LEVEL 09 WEST 94' -6" LEVEL 08 WEST 84' -0" LEVEL 07 WEST 72' -6" LEVEL 06 WEST 56' -0" LEVEL 05 WEST 46' -0" LEVEL 04 WEST 36' -0" LEVEL 03 WEST 26' -0" LEVEL 02 WEST 16' -0" LEVEL 15+ WEST 161' -11" LEVEL 01R WEST 11' -7" TOP ROOF WEST 183' -6" RH 12x10 16x14 THRU ROOF LEVEL 01 (HOTEL) 0' - 6" ROOF (HOTEL) 130' - 1" LEVEL 10 (HOTEL) 112' - 6" LEVEL 09 (HOTEL) 101' - 0" LEVEL 08 (HOTEL) 89' - 6" LEVEL 07 (HOTEL) 78' - 0" LEVEL 06 (HOTEL) 66' - 6" LEVEL 05 (HOTEL) 55' - 0" LEVEL 04 (HOTEL) 43' - 6" LEVEL 03 (HOTEL) 32' - 0" LEVEL 02 (HOTEL) 20' - 6" LEVEL 01 WEST 0' - 0" ROOF WEST 170' - 0" LEVEL 15 WEST 157' - 6" LEVEL 14 WEST 147' - 0" LEVEL 13 WEST 136' - 6" LEVEL 12 WEST 126' - 0" LEVEL 11 WEST 115' - 6" LEVEL 10 WEST 105' - 0" LEVEL 09 WEST 94' - 6" LEVEL 08 WEST 84' - 0" LEVEL 07 WEST 72' - 6" LEVEL 06 WEST 56' - 0" LEVEL 05 WEST 46' - 0" LEVEL 04 WEST 36' - 0" LEVEL 03 WEST 26' - 0" LEVEL 02 WEST 16' - 0" RH T/WALL (HOTEL) 140' - 6" LEVEL 1R WEST 11' - 7" TOP ROOF WEST 183' - 6" LEVEL 06+ WEST 61' - 0" LEVEL 15+ WEST 161' - 11" © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 8/27/2024 3:48:16 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M5.002 EXHAUST DUCTWORK RISER DIAGRAMS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: 1/8" = 1'-0"1 TRASH ROOM EXHAUST RISER 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 (159.76 kBtu/h) (107.28 kBtu/h) (40.52 kBtu/h) (6.09 kBtu/h) (27.24 kBtu/h) (133.55 kBtu/h) (82.61 / 59.67 kBtu/h) (31.20 / 23.63 kBtu/h) (4.80 / 3.43 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM168DTE5 Additional Refrigerant : 33.71 lbs (Precharged Refrigerant : 26.50 lbs) PRHR063A #BCC-1-01 5/8:7/8:1-1/8 185.0 ft(0)6 1 ARNU963B8A4 #IDU-L01-03 (ARBLN03321) 3/8:7/8 17.0 ft(0) ARNU363M2A4 #IDU-L01-043/8:5/8 23.0 ft(0) ARNU053TRD4 #IDU-L01-051/4:1/2 16.0 ft(0) ARNU243MAA4 #FC 01-013/8:5/8 89.0 ft(0) End Cap -9.8ft -9.8ft -9.8ft -9.8ft -9.8ft -9.8ft (377.23 kBtu/h) (110.89 kBtu/h) (110.89 kBtu/h) (110.89 kBtu/h) (110.89 kBtu/h) (335.32 kBtu/h) (90.45 / 62.28 kBtu/h) (90.45 / 62.28 kBtu/h) (90.45 / 62.28 kBtu/h) (90.45 / 62.28 kBtu/h) ARUM384DTE5 Additional Refrigerant : 44.17 lbs (Precharged Refrigerant : 64.00 lbs) Connection Branch Pipe : ARCNB21 Combi. : ARUM168DTE5,ARUM216DTE5 ARBLB145213/4:1-1/8:1-5/8 130.0 ft(0) PRHR043A5/8:7/8:1-1/8 25.0 ft(0)4 1 ARNU963B8A4 #1 (ARBLN03321) 3/8:7/8 25.0 ft(0) ARNU963B8A4 #2 (ARBLN03321) 3/8:7/8 25.0 ft(0) PRHR043A5/8:7/8:1-1/8 25.0 ft(0)4 1 ARNU963B8A4 #3 (ARBLN03321) 3/8:7/8 25.0 ft(0) ARNU963B8A4 #4 (ARBLN03321) 3/8:7/8 25.0 ft(0) -9.8ft -9.8ft -9.8ft -9.8ft -9.8ft -9.8ft (377.23 kBtu/h) (110.89 kBtu/h) (110.89 kBtu/h) (110.89 kBtu/h) (110.89 kBtu/h) (325.10 kBtu/h) (90.45 / 62.28 kBtu/h) (90.45 / 62.28 kBtu/h) (90.45 / 62.28 kBtu/h) (90.45 / 62.28 kBtu/h) ARUM384DTE5 Additional Refrigerant : 58.47 lbs (Precharged Refrigerant : 64.00 lbs) Connection Branch Pipe : ARCNB21 Combi. : ARUM168DTE5,ARUM216DTE5 ARBLB145213/4:1-1/8:1-5/8 210.0 ft(0) PRHR043A5/8:7/8:1-1/8 25.0 ft(0)4 1 ARNU963B8A4 #1 (ARBLN03321) 3/8:7/8 25.0 ft(0) ARNU963B8A4 #2 (ARBLN03321) 3/8:7/8 25.0 ft(0) PRHR043A5/8:7/8:1-1/8 25.0 ft(0)4 1 ARNU963B8A4 #3 (ARBLN03321) 3/8:7/8 25.0 ft(0) ARNU963B8A4 #4 (ARBLN03321) 3/8:7/8 25.0 ft(0) -9.8ft -9.8ft -9.8ft -9.8ft -9.8ft -9.8ft (297.64 kBtu/h) (88.70 kBtu/h) (88.70 kBtu/h) (88.70 kBtu/h) (88.70 kBtu/h) (274.52 kBtu/h) (72.15 / 49.64 kBtu/h) (72.15 / 49.64 kBtu/h) (72.15 / 49.64 kBtu/h) (72.15 / 49.64 kBtu/h) ARUM288DTE5 Additional Refrigerant : 41.43 lbs (Precharged Refrigerant : 54.10 lbs) Connection Branch Pipe : ARCNB21 Combi. : ARUM096DTE5,ARUM192DTE5 ARBLB071213/4:1-1/8:1-3/8 125.0 ft(0) PRHR043A1/2:7/8:1-1/8 25.0 ft(0)4 1 ARNU763B8A4 #1 (ARBLN03321) 3/8:3/4 25.0 ft(0) ARNU763B8A4 #2 (ARBLN03321) 3/8:3/4 25.0 ft(0) PRHR043A1/2:7/8:1-1/8 25.0 ft(0)4 1 ARNU763B8A4 #3 (ARBLN03321) 3/8:3/4 25.0 ft(0) ARNU763B8A4 #4 (ARBLN03321) 3/8:3/4 25.0 ft(0) (68.47 kBtu/h) (61.27 kBtu/h) (21.46 kBtu/h) (60.21 kBtu/h) (46.44 / 37.09 kBtu/h) (16.43 / 11.81 kBtu/h) ARUM072DTE5 Additional Refrigerant : 7.81 lbs (Precharged Refrigerant : 14.30 lbs) PRHR023A #BCC-3C-01 3/8:5/8:3/4 93.0 ft(0)2 1 ARNU543M3A4 #IDU-L01-013/8:5/8 10.0 ft(0) ARNU183TSA4 #IDU-L01-021/4:1/2 26.0 ft(0) (68.47 kBtu/h) (61.27 kBtu/h) (21.46 kBtu/h) (60.21 kBtu/h) (46.44 / 37.09 kBtu/h) (16.43 / 11.81 kBtu/h) ARUM072DTE5 Additional Refrigerant : 7.81 lbs (Precharged Refrigerant : 14.30 lbs) PRHR023A #BCC-3C-01 3/8:5/8:3/4 93.0 ft(0)2 1 ARNU543M3A4 #IDU-L01-013/8:5/8 10.0 ft(0) ARNU183TSA4 #IDU-L01-021/4:1/2 26.0 ft(0) -9.8ft -9.8ft -9.8ft -9.8ft -9.8ft -9.8ft (39.00 kBtu/h) (11.25 kBtu/h) (11.25 kBtu/h) (11.25 kBtu/h) (11.25 kBtu/h) (31.49 kBtu/h) (9.02 / 6.95 kBtu/h) (9.02 / 6.95 kBtu/h) (9.02 / 6.95 kBtu/h) (9.02 / 6.95 kBtu/h) ARUM036GSS5 Additional Refrigerant : 9.35 lbs (Precharged Refrigerant : 7.72 lbs) ARBLB016213/8:5/8:3/4 100.0 ft(0) PRHR023A1/4:3/8:1/2 5.0 ft(0)2 1 ARNU093MAA4 #11/4:1/2 5.0 ft(0) ARNU093MAA4 #21/4:1/2 15.0 ft(0) PRHR023A1/4:3/8:1/2 30.0 ft(0)2 1 ARNU093MAA4 #31/4:1/2 5.0 ft(0) ARNU093MAA4 #41/4:1/2 15.0 ft(0) (208.58 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (17.06 kBtu/h) (61.27 kBtu/h) (17.06 kBtu/h) (85.82 kBtu/h) (21.46 kBtu/h) (21.46 kBtu/h) (188.21 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) (13.26 / 10.60 kBtu/h) (46.44 / 37.09 kBtu/h) (13.30 / 9.83 kBtu/h) (65.86 / 47.54 kBtu/h) (16.43 / 11.81 kBtu/h) (16.45 / 12.34 kBtu/h) ARUM241DTE5 Additional Refrigerant : 58.28 lbs (Precharged Refrigerant : 37.50 lbs) ARBLB071213/4:1-1/8:1-3/8 191.0 ft *(0) PRHR063A #BCC-06-01 1/2:7/8:1-1/8 65.0 ft(0)6 1 ARNU243MAA4 #IDU-L06-033/8:5/8 23.0 ft(0) ARNU243MAA4 #IDU-L06-013/8:5/8 47.0 ft(0) ARNU153MAA4 #IDU-L06-021/4:1/2 32.0 ft(0) ARNU543M3A4 #IDU-L06-053/8:5/8 33.0 ft(0) ARNU153TQD4 #IDU-L06-C011/4:1/2 20.0 ft(0) End Cap PRHR043A #BCC-06-02 3/8:3/4:7/8 4.0 ft(0)4 1 ARNU763B8A4 #IDU-L06-04 (ARBLN03321) 3/8:3/4 36.0 ft(0) ARNU183TSA4 #IDU-L06-C021/4:1/2 49.0 ft(0) ARNU183MAA4 #L06STOR011/4:1/2 60.0 ft(0) COMPARISON 15 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 60.21 LBS REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A VOLUME OF SMALLEST 4015 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 60.21 LBS / 4015 CU. FT. = 15 LBS / 1000 CU. FT. COMPARISON 3 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 108.17 LBS DESIGN QUANTITY 108.17 LBS / 36368 CU. FT. = 3 LBS / 1000 CU. FT. VOLUME OF SMALLEST 36368 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 3 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 122.47 LBS DESIGN QUANTITY 122.47 LBS / 47696 CU. FT. = 3 LBS / 1000 CU. FT. VOLUME OF SMALLEST 47696 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 2 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 95.53 LBS VOLUME OF SMALLEST 41632 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 95.53 LBS / 41632 CU. FT. = 2 LBS / 1000 CU. FT. REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 105.49 LBS COMPARISON 2 LBS < 26 LBS REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A VOLUME OF SMALLEST 48080 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 105349 LBS / 48080 CU. FT. = 2 LBS / 1000 CU. FT. COMPARISON 11 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 22.11 LBS DESIGN QUANTITY 22.11 LBS / 2088 CU. FT. = 11 LBS / 1000 CU. FT. VOLUME OF SMALLEST 2088 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 12 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 17.07 LBS VOLUME OF SMALLEST 1452 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 17.07 LBS / 1452 CU. FT. = 12 LBS / 1000 CU. FT. REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 19 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 95.78 LBS DESIGN QUANTITY 95.78 LBS / 5137 CU. FT. = 19 LBS / 1000 CU. FT. VOLUME OF SMALLEST 5137 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA NONE 8/27/2024 3:48:18 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M6.001 REFRIGERANT PIPING SCHEMATIC DIAGRAM 21US00608 3rd & Broadway West CARIBOU INDUSTRIES 1103 North Broadway Santa Ana, CA 92701 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT SCALE: NONE1ACCU R01 REFRIGERANT PIPING SCHEMATIC 4 SCALE: NONE2ACCU R02A REFRIGERANT PIPING SCHEMATIC SCALE: NONE3ACCU R02B REFRIGERANT PIPING SCHEMATIC SCALE: NONE4ACCU R03A REFRIGERANT PIPING SCHEMATIC SCALE: NONE5ACCU R03B REFRIGERANT PIPING SCHEMATIC SCALE: NONE6ACCU R03C REFRIGERANT PIPING SCHEMATIC SCALE: NONE7ACCU R04 REFRIGERANT PIPING SCHEMATIC SCALE: NONE8ACCU R06 REFRIGERANT PIPING SCHEMATIC 1/16/2025 (182.59 kBtu/h) (31.43 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (152.38.kBtu/h) (24.14 / 18.31 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 38.55 lbs (Precharged Refrigerant : 30.90 lbs) PRHR083A #BCC-07A-01 5/8:1-1/8:1-1/8 226.0 ft(0)8 1 ARNU283M2A4 #IDU-L07-R053/8:5/8 52.0 ft(0) ARNU093MAA4 #IDU-L07-R041/4:1/2 26.0 ft(0) ARNU093MAA4 #IDU-L07-R031/4:1/2 16.0 ft(0) ARNU093MAA4 #IDU-L07-R021/4:1/2 23.0 ft(0) ARNU243MAA4 #IDU-L07-R01A3/8:5/8 25.0 ft(0) ARNU093MAA4 #IDU-L07-R141/4:1/2 26.0 ft(0) ARNU243MAA4 #IDU-L07-R01B3/8:5/8 25.0 ft(0) End Cap (203.97 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (21.46 kBtu/h) (8.48 kBtu/h) (27.24 kBtu/h) (61.27 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (21.46 kBtu/h) (164.16 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (16.43 / 11.81 kBtu/h) (6.50 / 5.09 kBtu/h) (20.87 / 15.63 kBtu/h) (46.44 / 37.09 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (16.43 / 11.81 kBtu/h) ARUM168DTE5 Additional Refrigerant : 46.60 lbs (Precharged Refrigerant : 26.50 lbs) ARBLB071215/8:7/8:1-1/8 187.0 ft(0) PRHR063A #BCC-07B-01 3/8:5/8:3/4 30.0 ft(0)6 1 ARNU243MAA4 #IDU-L07-A043/8:5/8 35.0 ft(0) ARNU093MAA4 #IDU-L07-R081/4:1/2 32.0 ft(0) ARNU093MAA4 #IDU-L07-R071/4:1/2 18.0 ft(0) ARNU093MAA4 #IDU-L07-R061/4:1/2 27.0 ft(0) ARNU183TSA4 #IDU-L07-C011/4:1/2 39.0 ft(0) ARNU073MAA4 #IDU-L07-A031/4:1/2 15.0 ft(0) PRHR063A #BCC-07B-02 1/2:7/8:1-1/8 34.0 ft(0)6 1 ARNU243MAA4 #IDU-L07-R133/8:5/8 26.0 ft(0) ARNU543M3A4 #IDU-L07-R123/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L07-R111/4:1/2 36.0 ft(0) ARNU093MAA4 #IDU-L07-R101/4:1/2 20.0 ft(0) ARNU243MAA4 #IDU-L07-R093/8:5/8 36.0 ft(0) ARNU183TSA4 #IDU-L07-C021/4:1/2 25.0 ft(0) (169.09 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (31.43 kBtu/h) (27.24 kBtu/h) (31.43 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (136.38 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (24.14 / 18.31 kBtu/h) (20.87 / 15.63 kBtu/h) (24.14 / 18.31 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM144DTE5 Additional Refrigerant : 34.15 lbs (Precharged Refrigerant : 26.50 lbs) ARBLB071211/2:7/8:1-1/8 199.0 ft(0) PRHR083A #BCC-08A-01 1/2:7/8:1-1/8 5.0 ft(0)8 1 ARNU093MAA4 #IDU-L08-R051/4:1/2 33.0 ft(0) ARNU093MAA4 #IDU-L08-R041/4:1/2 29.0 ft(0) ARNU093MAA4 #IDU-L08-R031/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L08-R021/4:1/2 22.0 ft(0) ARNU283M2A4 #IDU-L08-R01A3/8:5/8 22.0 ft(0) ARNU243MAA4 #IDU-L08-R213/8:5/8 19.0 ft(0) ARNU283M2A4 #IDU-L08-R14B3/8:5/8 22.0 ft(0) End Cap PRHR033A #BCC-08A-02 3/8:5/8:3/4 47.0 ft(0)3 1 ARNU123MAA4 #IDU-L08-R191/4:1/2 32.0 ft(0) ARNU243MAA4 #IDU-L08-R203/8:5/8 13.0 ft(0) ARNU243MAA4 #IDU-L08-R063/8:5/8 19.0 ft(0) (227.32 kBtu/h) (27.24 kBtu/h) (21.46 kBtu/h) (21.46 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (186.11 kBtu/h) (20.87 / 15.63 kBtu/h) (16.43 / 11.81 kBtu/h) (16.45 / 12.34 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 45.33 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 159.0 ft(0) PRHR083A #BCC-09B-01 1/2:7/8:1-1/8 24.0 ft(0)8 1 ARNU243MAA4 #IDU-L09-R163/8:5/8 25.0 ft(0) ARNU183TSA4 #IDU-L09-C021/4:1/2 37.0 ft(0) ARNU183MAA4 #IDU-L09-R091/4:1/2 28.0 ft(0) ARNU093MAA4 #IDU-L09-R081/4:1/2 12.0 ft(0) ARNU243MAA4 #IDU-L09-R073/8:5/8 37.0 ft(0) ARNU123MAA4 #IDU-L09-C011/4:1/2 40.0 ft(0) ARNU123MAA4 #IDU-L09-R181/4:1/2 28.0 ft(0) ARNU123MAA4 #IDU-L09-R171/4:1/2 16.0 ft(0) PRHR083A #BCC-09B-02 3/8:3/4:7/8 30.0 ft(0)8 1 ARNU243MAA4 #IDU-L09-R153/8:5/8 31.0 ft(0) ARNU243MAA4 #IDU-L09-R14A3/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L09-R131/4:1/2 31.0 ft(0) ARNU093MAA4 #IDU-L09-R121/4:1/2 21.0 ft(0) ARNU093MAA4 #IDU-L09-R111/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L09-R101/4:1/2 28.0 ft(0) ARNU243MAA4 #IDU-L09-R14B3/8:5/8 36.0 ft(0) End Cap (169.09 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (31.43 kBtu/h) (27.24 kBtu/h) (31.43 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (137.06 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (24.14 / 18.31 kBtu/h) (20.87 / 15.63 kBtu/h) (24.14 / 18.31 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM144DTE5 Additional Refrigerant : 32.96 lbs (Precharged Refrigerant : 26.50 lbs) ARBLB071211/2:7/8:1-1/8 184.0 ft(0) PRHR083A #BCC-09A-01 1/2:7/8:1-1/8 5.0 ft(0)8 1 ARNU093MAA4 #IDU-L09-R051/4:1/2 33.0 ft(0) ARNU093MAA4 #IDU-L09-R041/4:1/2 29.0 ft(0) ARNU093MAA4 #IDU-L09-R031/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L09-R021/4:1/2 22.0 ft(0) ARNU283M2A4 #IDU-L09-R01A3/8:5/8 22.0 ft(0) ARNU243MAA4 #IDU-L09-R213/8:5/8 19.0 ft(0) ARNU283M2A4 #IDU-L09-R01B3/8:5/8 22.0 ft(0) End Cap PRHR033A #BCC-09A-02 3/8:5/8:3/4 47.0 ft(0)3 1 ARNU123MAA4 #IDU-L09-R191/4:1/2 32.0 ft(0) ARNU243MAA4 #IDU-L09-R203/8:5/8 13.0 ft(0) ARNU243MAA4 #IDU-L09-R063/8:5/8 19.0 ft(0) (227.32 kBtu/h) (27.24 kBtu/h) (21.46 kBtu/h) (21.46 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (186.11 kBtu/h) (20.87 / 15.63 kBtu/h) (16.43 / 11.81 kBtu/h) (16.45 / 12.34 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 45.33 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 159.0 ft(0) PRHR083A #BCC-09B-01 1/2:7/8:1-1/8 24.0 ft(0)8 1 ARNU243MAA4 #IDU-L09-R163/8:5/8 25.0 ft(0) ARNU183TSA4 #IDU-L09-C021/4:1/2 37.0 ft(0) ARNU183MAA4 #IDU-L09-R091/4:1/2 28.0 ft(0) ARNU093MAA4 #IDU-L09-R081/4:1/2 12.0 ft(0) ARNU243MAA4 #IDU-L09-R073/8:5/8 37.0 ft(0) ARNU123MAA4 #IDU-L09-C011/4:1/2 40.0 ft(0) ARNU123MAA4 #IDU-L09-R181/4:1/2 28.0 ft(0) ARNU123MAA4 #IDU-L09-R171/4:1/2 16.0 ft(0) PRHR083A #BCC-09B-02 3/8:3/4:7/8 30.0 ft(0)8 1 ARNU243MAA4 #IDU-L09-R153/8:5/8 31.0 ft(0) ARNU243MAA4 #IDU-L09-R14A3/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L09-R131/4:1/2 31.0 ft(0) ARNU093MAA4 #IDU-L09-R121/4:1/2 21.0 ft(0) ARNU093MAA4 #IDU-L09-R111/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L09-R101/4:1/2 28.0 ft(0) ARNU243MAA4 #IDU-L09-R14B3/8:5/8 36.0 ft(0) End Cap (215.98 kBtu/h) (85.82 kBtu/h) (85.82 kBtu/h) (85.82 kBtu/h) (182.78 kBtu/h) (65.86 / 47.54 kBtu/h) (65.86 / 47.54 kBtu/h) (65.86 / 47.54 kBtu/h) ARUM216DTE5 Additional Refrigerant : 41.32 lbs (Precharged Refrigerant : 37.50 lbs) PRHR063A #BCC-07C-01 5/8:1-1/8:1-1/8 251.0 ft(0)6 1 ARNU763B8A4 #IDU-L07-A01 (ARBLN03321) 3/8:3/4 17.0 ft(0) ARNU763B8A4 #IDU-L07-A02.1 (ARBLN03321) 3/8:3/4 32.0 ft(0) ARNU763B8A4 #IDU-L07-A02.2 (ARBLN03321) 3/8:3/4 32.0 ft(0) COMPARISON 18 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 69.45 LBS VOLUME OF SMALLEST 3912 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 69.45 LBS / 3912 CU. FT. = 18 LBS / 1000 CU. FT. REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 73.10 LBS COMPARISON 19 LBS < 26 LBS REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 73.10 LBS / 3838 CU. FT. = 19 LBS / 1000 CU. FT. COMPARISON 16 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 60.65 LBS VOLUME OF SMALLEST 3879 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A DESIGN QUANTITY 60.65 LBS / 3879 CU. FT. = 16 LBS / 1000 CU. FT. COMPARISON 20 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 77.97 LBS REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 77.97 LBS / 3838 CU. FT. = 20 LBS / 1000 CU. FT. COMPARISON 15 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 59.46 LBS REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 59.46 LBS / 3838 CU. FT. = 15 LBS / 1000 CU. FT. COMPARISON 20 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 76.23 LBS DESIGN QUANTITY 76.23 LBS / 3838 CU. FT. = 20 LBS / 1000 CU. FT. VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 16 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 78.82 LBS VOLUME OF SMALLEST 4867 CU. FT. DESIGN QUANTITY 78.82 LBS / 4867 CU. FT. = REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA NONE 8/27/2024 3:48:20 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM 21US00608 3rd & Broadway West CARIBOU INDUSTRIES 1103 North Broadway Santa Ana, CA 92701 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 4 SCALE: NONE1ACCU R07A REFRIGERANT PIPING SCHEMATIC SCALE: NONE2ACCU R07B REFRIGERANT PIPING SCHEMATIC SCALE: NONE4ACCU R08A REFRIGERANT PIPING SCHEMATIC SCALE: NONE5ACCU R08B REFRIGERANT PIPING SCHEMATIC SCALE: NONE6ACCU R09A REFRIGERANT PIPING SCHEMATIC SCALE: NONE7ACCU R09B REFRIGERANT PIPING SCHEMATIC SCALE: NONE3ACCU R07C REFRIGERANT PIPING SCHEMATIC 1/16/2025 (169.09 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (31.43 kBtu/h) (27.24 kBtu/h) (31.43 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (137.75 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (24.14 / 18.31 kBtu/h) (20.87 / 15.63 kBtu/h) (24.14 / 18.31 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM144DTE5 Additional Refrigerant : 31.77 lbs (Precharged Refrigerant : 26.50 lbs) ARBLB071211/2:7/8:1-1/8 169.0 ft(0) PRHR083A #BCC-10A-01 1/2:7/8:1-1/8 5.0 ft(0)8 1 ARNU093MAA4 #IDU-L10-R051/4:1/2 33.0 ft(0) ARNU093MAA4 #IDU-L10-R041/4:1/2 29.0 ft(0) ARNU093MAA4 #IDU-L10-R031/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L10-R021/4:1/2 22.0 ft(0) ARNU283M2A4 #IDU-L10-R01A3/8:5/8 22.0 ft(0) ARNU243MAA4 #IDU-L10-R213/8:5/8 19.0 ft(0) ARNU283M2A4 #IDU-L10-R01B3/8:5/8 22.0 ft(0) End Cap PRHR033A #BCC-10A-02 3/8:5/8:3/4 47.0 ft(0)3 1 ARNU123MAA4 #IDU-L10-R191/4:1/2 32.0 ft(0) ARNU243MAA4 #IDU-L10-R203/8:5/8 13.0 ft(0) ARNU243MAA4 #IDU-L10-R063/8:5/8 19.0 ft(0) (227.32 kBtu/h) (27.24 kBtu/h) (21.46 kBtu/h) (21.46 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (187.03 kBtu/h) (20.87 / 15.63 kBtu/h) (16.43 / 11.81 kBtu/h) (16.45 / 12.34 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 43.58 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 144.0 ft(0) PRHR083A #BCC-10B-01 1/2:7/8:1-1/8 24.0 ft(0)8 1 ARNU243MAA4 #IDU-L10-R163/8:5/8 25.0 ft(0) ARNU183TSA4 #IDU-L10-C021/4:1/2 37.0 ft(0) ARNU183MAA4 #IDU-L10-R091/4:1/2 28.0 ft(0) ARNU093MAA4 #IDU-L10-R081/4:1/2 12.0 ft(0) ARNU243MAA4 #IDU-L10-R073/8:5/8 37.0 ft(0) ARNU123MAA4 #IDU-L10-C011/4:1/2 40.0 ft(0) ARNU123MAA4 #IDU-L10-R181/4:1/2 28.0 ft(0) ARNU123MAA4 #IDU-L10-R171/4:1/2 16.0 ft(0) PRHR083A #BCC-10B-02 3/8:3/4:7/8 30.0 ft(0)8 1 ARNU243MAA4 #IDU-L10-R153/8:5/8 31.0 ft(0) ARNU243MAA4 #IDU-L10-R14A3/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L10-R131/4:1/2 31.0 ft(0) ARNU093MAA4 #IDU-L10-R121/4:1/2 21.0 ft(0) ARNU093MAA4 #IDU-L10-R111/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L10-R101/4:1/2 28.0 ft(0) ARNU243MAA4 #IDU-L10-R14B3/8:5/8 36.0 ft(0) End Cap (169.09 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (31.43 kBtu/h) (27.24 kBtu/h) (31.43 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (138.43 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (24.14 / 18.31 kBtu/h) (20.87 / 15.63 kBtu/h) (24.14 / 18.31 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM144DTE5 Additional Refrigerant : 30.58 lbs (Precharged Refrigerant : 26.50 lbs) ARBLB071211/2:7/8:1-1/8 154.0 ft(0) PRHR083A #BCC-11A-01 1/2:7/8:1-1/8 5.0 ft(0)8 1 ARNU093MAA4 #IDU-L11-R051/4:1/2 33.0 ft(0) ARNU093MAA4 #IDU-L11-R041/4:1/2 29.0 ft(0) ARNU093MAA4 #IDU-L11-R031/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L11-R021/4:1/2 22.0 ft(0) ARNU283M2A4 #IDU-L11-R01A3/8:5/8 22.0 ft(0) ARNU243MAA4 #IDU-L11-R213/8:5/8 19.0 ft(0) ARNU283M2A4 #IDU-L11-R01B3/8:5/8 22.0 ft(0) End Cap PRHR033A #BCC-11A-02 3/8:5/8:3/4 47.0 ft(0)3 1 ARNU123MAA4 #IDU-L11-R191/4:1/2 32.0 ft(0) ARNU243MAA4 #IDU-L11-R203/8:5/8 13.0 ft(0) ARNU243MAA4 #IDU-L11-R063/8:5/8 19.0 ft(0) (227.32 kBtu/h) (27.24 kBtu/h) (21.46 kBtu/h) (21.46 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (187.94 kBtu/h) (20.87 / 15.63 kBtu/h) (16.43 / 11.81 kBtu/h) (16.45 / 12.34 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 41.84 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 129.0 ft(0) PRHR083A #BCC-11B-01 1/2:7/8:1-1/8 24.0 ft(0)8 1 ARNU243MAA4 #IDU-L11-R163/8:5/8 25.0 ft(0) ARNU183TSA4 #IDU-L11-C021/4:1/2 37.0 ft(0) ARNU183MAA4 #IDU-L11-R091/4:1/2 28.0 ft(0) ARNU093MAA4 #IDU-L11-R081/4:1/2 12.0 ft(0) ARNU243MAA4 #IDU-L11-R073/8:5/8 37.0 ft(0) ARNU123MAA4 #IDU-L11-C011/4:1/2 40.0 ft(0) ARNU123MAA4 #IDU-L11-R181/4:1/2 28.0 ft(0) ARNU123MAA4 #IDU-L11-R171/4:1/2 16.0 ft(0) PRHR083A #BCC-11B-02 3/8:3/4:7/8 30.0 ft(0)8 1 ARNU243MAA4 #IDU-L11-R153/8:5/8 31.0 ft(0) ARNU243MAA4 #IDU-L11-R14A3/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L11-R131/4:1/2 31.0 ft(0) ARNU093MAA4 #IDU-L11-R121/4:1/2 21.0 ft(0) ARNU093MAA4 #IDU-L11-R111/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L11-R101/4:1/2 28.0 ft(0) ARNU243MAA4 #IDU-L11-R14B3/8:5/8 36.0 ft(0) End Cap (169.09 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (31.43 kBtu/h) (27.24 kBtu/h) (31.43 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (139.11 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (24.14 / 18.31 kBtu/h) (20.87 / 15.63 kBtu/h) (24.14 / 18.31 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM144DTE5 Additional Refrigerant : 29.39 lbs (Precharged Refrigerant : 26.50 lbs) ARBLB071211/2:7/8:1-1/8 139.0 ft(0) PRHR083A #BCC-12A-01 1/2:7/8:1-1/8 5.0 ft(0)8 1 ARNU093MAA4 #IDU-L12-R051/4:1/2 33.0 ft(0) ARNU093MAA4 #IDU-L12-R041/4:1/2 29.0 ft(0) ARNU093MAA4 #IDU-L12-R031/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L12-R021/4:1/2 22.0 ft(0) ARNU283M2A4 #IDU-L12-R01A3/8:5/8 22.0 ft(0) ARNU243MAA4 #IDU-L12-R213/8:5/8 19.0 ft(0) ARNU283M2A4 #IDU-L12-R01B3/8:5/8 22.0 ft(0) End Cap PRHR033A #BCC-12A-02 3/8:5/8:3/4 47.0 ft(0)3 1 ARNU123MAA4 #IDU-L12-R191/4:1/2 32.0 ft(0) ARNU243MAA4 #IDU-L12-R203/8:5/8 13.0 ft(0) ARNU243MAA4 #IDU-L12-R063/8:5/8 19.0 ft(0) (227.32 kBtu/h) (27.24 kBtu/h) (21.46 kBtu/h) (21.46 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (188.86 kBtu/h) (20.87 / 15.63 kBtu/h) (16.43 / 11.81 kBtu/h) (16.45 / 12.34 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 40.09 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 114.0 ft(0) PRHR083A #BCC-12B-01 1/2:7/8:1-1/8 24.0 ft(0)8 1 ARNU243MAA4 #IDU-L12-R163/8:5/8 25.0 ft(0) ARNU183TSA4 #IDU-L12-C021/4:1/2 37.0 ft(0) ARNU183MAA4 #IDU-L12-R091/4:1/2 28.0 ft(0) ARNU093MAA4 #IDU-L12-R081/4:1/2 12.0 ft(0) ARNU243MAA4 #IDU-L12-R073/8:5/8 37.0 ft(0) ARNU123MAA4 #IDU-L12-C011/4:1/2 40.0 ft(0) ARNU123MAA4 #IDU-L12-R181/4:1/2 28.0 ft(0) ARNU123MAA4 #IDU-L12-R171/4:1/2 16.0 ft(0) PRHR083A #BCC-12B-02 3/8:3/4:7/8 30.0 ft(0)8 1 ARNU243MAA4 #IDU-L12-R153/8:5/8 31.0 ft(0) ARNU243MAA4 #IDU-L12-R14A3/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L12-R131/4:1/2 31.0 ft(0) ARNU093MAA4 #IDU-L12-R121/4:1/2 21.0 ft(0) ARNU093MAA4 #IDU-L12-R111/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L12-R101/4:1/2 28.0 ft(0) ARNU243MAA4 #IDU-L12-R14B3/8:5/8 36.0 ft(0) End Cap COMPARISON 15 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 58.27 LBS VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A DESIGN QUANTITY 58.27 LBS / 3838 CU. FT. = 15 LBS / 1000 CU. FT. COMPARISON 19 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 74.48 LBS DESIGN QUANTITY 74.48 LBS / 3838 CU. FT. = 19 LBS / 1000 CU. FT. VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 15 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 57.08 LBS VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A DESIGN QUANTITY 57.08 LBS / 3838 CU. FT. = 15 LBS / 1000 CU. FT. COMPARISON 19 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 72.74 LBS VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A DESIGN QUANTITY 72.74 LBS / 3838 CU. FT. = 19 LBS / 1000 CU. FT. COMPARISON 15 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 55.89 LBS VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 55.89 LBS / 3838 CU. FT. = 15 LBS / 1000 CU. FT. REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 18 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 70.99 LBS VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 70.99 LBS / 3838 CU. FT. = 18 LBS / 1000 CU. FT. REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA NONE 8/27/2024 3:48:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM 21US00608 3rd & Broadway West CARIBOU INDUSTRIES 1103 North Broadway Santa Ana, CA 92701 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 4 SCALE: NONE1ACCU R10A REFRIGERANT PIPING SCHEMATIC SCALE: NONE2ACCU R10B REFRIGERANT PIPING SCHEMATIC SCALE: NONE3ACCU R11A REFRIGERANT PIPING SCHEMATIC SCALE: NONE4ACCU R11B REFRIGERANT PIPING SCHEMATIC SCALE: NONE5ACCU R12A REFRIGERANT PIPING SCHEMATIC SCALE: NONE6ACCU R12B REFRIGERANT PIPING SCHEMATIC 1/16/2025 (169.09 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (31.43 kBtu/h) (27.24 kBtu/h) (31.43 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (139.80 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (24.14 / 18.31 kBtu/h) (20.87 / 15.63 kBtu/h) (24.14 / 18.31 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM144DTE5 Additional Refrigerant : 28.20 lbs (Precharged Refrigerant : 26.50 lbs) ARBLB071211/2:7/8:1-1/8 124.0 ft(0) PRHR083A #BCC-13A-01 1/2:7/8:1-1/8 5.0 ft(0)8 1 ARNU093MAA4 #IDU-L13-R051/4:1/2 33.0 ft(0) ARNU093MAA4 #IDU-L13-R041/4:1/2 29.0 ft(0) ARNU093MAA4 #IDU-L13-R031/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L13-R021/4:1/2 22.0 ft(0) ARNU283M2A4 #IDU-L13-R01A3/8:5/8 22.0 ft(0) ARNU243MAA4 #IDU-L13-R213/8:5/8 19.0 ft(0) ARNU283M2A4 #IDU-L13-R01B3/8:5/8 22.0 ft(0) End Cap PRHR033A #BCC-13A-02 3/8:5/8:3/4 47.0 ft(0)3 1 ARNU123MAA4 #IDU-L13-R191/4:1/2 32.0 ft(0) ARNU243MAA4 #IDU-L13-R203/8:5/8 13.0 ft(0) ARNU243MAA4 #IDU-L13-R063/8:5/8 19.0 ft(0) (227.32 kBtu/h) (27.24 kBtu/h) (21.46 kBtu/h) (21.46 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (189.78 kBtu/h) (20.87 / 15.63 kBtu/h) (16.43 / 11.81 kBtu/h) (16.45 / 12.34 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 38.35 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 99.0 ft(0) PRHR083A #BCC-13B-01 1/2:7/8:1-1/8 24.0 ft(0)8 1 ARNU243MAA4 #IDU-L13-R163/8:5/8 25.0 ft(0) ARNU183TSA4 #IDU-L13-C021/4:1/2 37.0 ft(0) ARNU183MAA4 #IDU-L13-R091/4:1/2 28.0 ft(0) ARNU093MAA4 #IDU-L13-R081/4:1/2 12.0 ft(0) ARNU243MAA4 #IDU-L13-R073/8:5/8 37.0 ft(0) ARNU123MAA4 #IDU-L13-C011/4:1/2 40.0 ft(0) ARNU123MAA4 #IDU-L13-R181/4:1/2 28.0 ft(0) ARNU123MAA4 #IDU-L13-R171/4:1/2 16.0 ft(0) PRHR083A #BCC-13B-02 3/8:3/4:7/8 30.0 ft(0)8 1 ARNU243MAA4 #IDU-L13-R153/8:5/8 31.0 ft(0) ARNU243MAA4 #IDU-L13-R14A3/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L13-R131/4:1/2 31.0 ft(0) ARNU093MAA4 #IDU-L13-R121/4:1/2 21.0 ft(0) ARNU093MAA4 #IDU-L13-R111/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L13-R101/4:1/2 28.0 ft(0) ARNU243MAA4 #IDU-L13-R14B3/8:5/8 36.0 ft(0) End Cap (169.09 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (31.43 kBtu/h) (27.24 kBtu/h) (31.43 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (140.48 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (24.14 / 18.31 kBtu/h) (20.87 / 15.63 kBtu/h) (24.14 / 18.31 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM144DTE5 Additional Refrigerant : 27.01 lbs (Precharged Refrigerant : 26.50 lbs) ARBLB071211/2:7/8:1-1/8 109.0 ft(0) PRHR083A #BCC-14A-01 1/2:7/8:1-1/8 5.0 ft(0)8 1 ARNU093MAA4 #IDU-L14-R051/4:1/2 33.0 ft(0) ARNU093MAA4 #IDU-L14-R041/4:1/2 29.0 ft(0) ARNU093MAA4 #IDU-L14-R031/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L14-R021/4:1/2 22.0 ft(0) ARNU283M2A4 #IDU-L14-R01A3/8:5/8 22.0 ft(0) ARNU243MAA4 #IDU-L14-R213/8:5/8 19.0 ft(0) ARNU283M2A4 #IDU-L14-R01B3/8:5/8 22.0 ft(0) End Cap PRHR033A #BCC-14A-02 3/8:5/8:3/4 47.0 ft(0)3 1 ARNU123MAA4 #IDU-L14-R191/4:1/2 32.0 ft(0) ARNU243MAA4 #IDU-L14-R203/8:5/8 13.0 ft(0) ARNU243MAA4 #IDU-L14-R063/8:5/8 19.0 ft(0) (227.32 kBtu/h) (27.24 kBtu/h) (21.46 kBtu/h) (21.46 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (13.57 kBtu/h) (27.24 kBtu/h) (27.24 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (10.88 kBtu/h) (27.24 kBtu/h) (190.69 kBtu/h) (20.87 / 15.63 kBtu/h) (16.43 / 11.81 kBtu/h) (16.45 / 12.34 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (10.60 / 8.48 kBtu/h) (20.87 / 15.63 kBtu/h) (20.87 / 15.63 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (8.24 / 6.66 kBtu/h) (20.87 / 15.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 36.61 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 84.0 ft(0) PRHR083A #BCC-14B-01 1/2:7/8:1-1/8 24.0 ft(0)8 1 ARNU243MAA4 #IDU-L14-R163/8:5/8 25.0 ft(0) ARNU183TSA4 #IDU-L14-C021/4:1/2 37.0 ft(0) ARNU183MAA4 #IDU-L14-R091/4:1/2 28.0 ft(0) ARNU093MAA4 #IDU-L14-R081/4:1/2 12.0 ft(0) ARNU243MAA4 #IDU-L14-R073/8:5/8 37.0 ft(0) ARNU123MAA4 #IDU-L14-C011/4:1/2 40.0 ft(0) ARNU123MAA4 #IDU-L14-R181/4:1/2 28.0 ft(0) ARNU123MAA4 #IDU-L14-R171/4:1/2 16.0 ft(0) PRHR083A #BCC-14B-02 3/8:3/4:7/8 30.0 ft(0)8 1 ARNU243MAA4 #IDU-L14-R153/8:5/8 31.0 ft(0) ARNU243MAA4 #IDU-L14-R14A3/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L14-R131/4:1/2 31.0 ft(0) ARNU093MAA4 #IDU-L14-R121/4:1/2 21.0 ft(0) ARNU093MAA4 #IDU-L14-R111/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L14-R101/4:1/2 28.0 ft(0) ARNU243MAA4 #IDU-L14-R14B3/8:5/8 36.0 ft(0) End Cap (234.25 kBtu/h) (46.90 kBtu/h) (46.90 kBtu/h) (40.52 kBtu/h) (61.27 kBtu/h) (40.52 kBtu/h) (40.52 kBtu/h) (195.14 kBtu/h) (36.13 / 27.45 kBtu/h) (36.13 / 27.45 kBtu/h) (31.20 / 23.63 kBtu/h) (46.44 / 37.09 kBtu/h) (31.20 / 23.63 kBtu/h) (31.20 / 23.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 28.97 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 90.0 ft(0) PRHR043A #BCC-15A-01 1/2:7/8:1-1/8 6.0 ft(0)4 1 ARNU423M2A4 #IDU-L15-R01A3/8:5/8 24.0 ft(0) ARNU423M2A4 #IDU-L15-R01B3/8:5/8 24.0 ft(0) ARNU363M2A4 #IDU-L15-R103/8:5/8 34.0 ft(0) End Cap PRHR033A #BCC-15A-02 1/2:7/8:1-1/8 16.0 ft(0)3 1 ARNU543M3A4 #IDU-L15-R093/8:5/8 40.0 ft(0) ARNU363M2A4 #IDU-L15-R033/8:5/8 34.0 ft(0) ARNU363M2A4 #IDU-L15-R023/8:5/8 26.0 ft(0) (227.32 kBtu/h) (54.09 kBtu/h) (17.06 kBtu/h) (21.46 kBtu/h) (40.52 kBtu/h) (13.57 kBtu/h) (40.52 kBtu/h) (40.52 kBtu/h) (40.52 kBtu/h) (191.73 kBtu/h) (41.43 / 31.91 kBtu/h) (13.26 / 10.60 kBtu/h) (16.43 / 11.81 kBtu/h) (31.20 / 23.63 kBtu/h) (10.60 / 8.48 kBtu/h) (31.20 / 23.63 kBtu/h) (31.20 / 23.63 kBtu/h) (31.20 / 23.63 kBtu/h) ARUM192DTE5 Additional Refrigerant : 28.46 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 70.0 ft(0) PRHR063A #BCC-15B-01 1/2:7/8:1-1/8 10.0 ft(0)6 1 ARNU483M3A4 #IDU-L15-R073/8:5/8 19.0 ft(0) ARNU153MAA4 #IDU-L15-R081/4:1/2 44.0 ft(0) ARNU183TSA4 #IDU-L15-C011/4:1/2 47.0 ft(0) ARNU363M2A4 #IDU-L15-R043/8:5/8 53.0 ft(0) ARNU123MAA4 #IDU-L15-R051/4:1/2 17.0 ft(0) ARNU363M2A4 #IDU-L15-R063/8:5/8 42.0 ft(0) PRHR023A #BCC-15B-02 3/8:5/8:3/4 19.0 ft(0)2 1 ARNU363TAA4 #IDU-L15-C02.13/8:5/8 9.8 ft(0) ARNU363TAA4 #IDU-L15-C02.23/8:5/8 9.8 ft(0) COMPARISON 14 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 54.70 LBS VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE DESIGN QUANTITY 54.70 LBS / 3838 CU. FT. = 14 LBS / 1000 CU. FT. REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 18 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 69.25 LBS DESIGN QUANTITY 69.25 LBS / 3838 CU. FT. = 18 LBS / 1000 CU. FT. VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 14 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 53.51 LBS DESIGN QUANTITY 53.51 LBS / 3838 CU. FT. = 14 LBS / 1000 CU. FT. VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 18 LBS < 26 LBS REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 67.51 LBS DESIGN QUANTITY 67.51 LBS / 3838 CU. FT. = 18 LBS / 1000 CU. FT. VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE COMPARISON 16 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 59.87 LBS DESIGN QUANTITY 59.87 LBS / 3838 CU. FT. = 16 LBS / 1000 CU. FT. VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A COMPARISON 15 LBS < 26 LBS MAXIMUM ALLOWABLE QUANTITY 26 LBS / 1000 CU. FT. TOTAL REFRIGERANT CHARGE 59.36 LBS DESIGN QUANTITY 59.36 LBS / 3838 CU. FT. = 15 LBS / 1000 CU. FT. VOLUME OF SMALLEST 3838 CU. FT.OCCUPIED SPACE REFRIGERANT CALCULATION REFRIGERANT TYPE R-410A © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT FOR CONSTRUCTION Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA NONE 8/27/2024 3:48:23 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM 21US00608 3rd & Broadway West CARIBOU INDUSTRIES 1103 North Broadway Santa Ana, CA 92701 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 4 SCALE: NONE1ACCU R13A REFRIGERANT PIPING SCHEMATIC SCALE: NONE2ACCU R13B REFRIGERANT PIPING SCHEMATIC SCALE: NONE3ACCU R14A REFRIGERANT PIPING SCHEMATIC SCALE: NONE4ACCU R14B REFRIGERANT PIPING SCHEMATIC SCALE: NONE5ACCU R15A REFRIGERANT PIPING SCHEMATIC SCALE: NONE6ACCU R15B REFRIGERANT PIPING SCHEMATIC 1/16/2025 VRF –VARIABLE REFIRGERANT FLOW SYSTEM A.GENERAL: 1.VRF SYSTEM IS SPECIFIED WITH A COMPLETE PROPRIETARY DIGITAL CONTROL SYSTEM THAT SHALL CONTROL ALL INDIVIDUAL SYSTEM COMPONENTS. THE VRF SYSTEM SHALL INTEGRATE WITH THE BMS SYSTEM THROUGH BACNET PROTOCOL. B.RUN CONDITIONS: THE INDOOR FAN COIL UNITS SHALL RUN ACCORDING TO A USER DEFINABLE TIME SCHEDULE IN THE FOLLOWING MODES: 1.OCCUPIED MODE: THE FAN COIL UNIT SHALL PROVIDE HEATING OR COOLING TO MAINTAIN ZONE OCCUPIED TEMPERATURE SETPOINT. 2.UNOCCUPIED MODE: THE FAN COIL UNIT SHALL PROVIDE HEATING OR COOLING TO MAINTAIN ZONE UNOCCUPIED TEMPERATURE SETPOINT. a.GUEST ROOMS SHALL HAVE OCCUPANCY SENSING CONTROLS SUCH THAT NO LONGER THAN 30 MINUTES AFTER ROOM IS VACATED, SETPOINTS ARE SETUP AT LEAST +5°F IN COOLING AND AT LEAST -5°F IN HEATING. C.INDOOR UNIT VRF MONITORING: 1.GUEST ROOMS a.THE BAS SHALL MONITOR A GENERAL ERROR CODE FOR EACH GUEST ROOM UNIT 2.COMMON AREAS a.THE BAS SHALL MONITOR THE FOLLOWING POINTS 1)ON/OFF STATUS 2)ROOM SET POINT 3)ROOM TEMPERATURE 4)ERROR CODE b.THE BAS SHALL HAVE CONTROL OVER THE FOLLOWING POINTS 1)ROOM SET POINT 2)SCHEDULING D.GRAPHICAL INTERFACE 1.PROVIDE SEPERATE GRAPHICAL INTERFACE AT THE RECEPTION DESK FOR MONITORING AND CONTROL OF THE COMMON AREAS AS DENOTED ABOVE. ENCLOSED PARKING GARAGE EXHAUST AND SUPPLY FANS A.FANS SHALL OPERATE FROM CO/NO2 CONTROLLER OUTPUT TO PROVIDE RELAY CLOSURES TO CONTROL EXHAUST AND VENTILATION SUPPLY FANS AS REQUIRED TO MAINTAIN CO/NO2 CONCENTRATIONS. B.GARAGE EXHAUST AND VENTILATION SUPPLY FANS SHALL BE CAPABLE OF BEING MONITORED AND CONTROLLED BY THE BAS SYSTEM. C.ALL EXHAUST AND VENTILATION SUPPLY FANS SERVING THE SAME ZONE SHALL BE INTERLOCKED TO OPERATE SIMULTANEOUSLY. FANS SHALL BE INITIATED TO OPERATE WITHIN 60 SECONDS OF MEETING/EXCEEDING CO LEVEL SETPOINTS. D.THE GARAGE EXHAUST FANS AND VENTILATION SUPPLY FANS SHALL OPERATE BASED ON THE OCCUPANCY SCHEDULE DEFINED BY THE BAS AND FAN SPEEDS SHALL BE MAINTAINED TO MEET MINIMUM VENTILATION AS INDICATED IN MECHANICAL SCHEDULE TO MEET LOCAL BUILDING AND ENERGY CODES. E.DURING A SMOKE CONTROL EVENT THE BAS SHALL BE CAPABLE OF OVERRIDING THE VEHICLE EXHAUST SEQUENCE OF OPERATION. F.CARBON MONOXIDE (CO) & NITROGEN DIOXIDE (NO2) SENSING AND OPERATION OF THE FANS SHALL BE ADDITIONALLY CONTROLLED TO PROVIDE THE FOLLOWING SEQUENCING: 1.BELOW 25PPM (CO)/1 PPM (NO2) EXHAUST FANS AND VENTILATION SUPPLY FANS SHALL BE OFF UNLESS OVERRIDDEN BY MINIMUM SETPOINT TO MAINTAIN MINIMUM VENTILATION RATE DURING OCCUPIED HOURS. 2.AT 25 PPM (CO)/ 1PPM (NO2) WITH CO CONCENTRATION INCREASING THE EXHAUST AND VENTILATION SUPPLY FANS SHALL BE ENERGIZED TO LOW SPEED AS DEFINED BY MINIMUM VENTILATION RATE. FANS SHALL INCREASE SPEED PROPORTIONATELY TO 50 PPM (CO)/5 PPM (NO2). THE VARIABLE SPEED DRIVE(S) SHALL BE SET TO A 120 SECOND FULL RANGE ACCELERATION AND DECELERATION TO AVOID UNNECESSARY HUNTING. 3.AT 50 PPM (CO)/5 PPM (NO2), AND GREATER, EXHAUST AND VENTILATION SUPPLY FANS SHALL OPERATE AT HIGH SPEED. 4.AT 50 PPM (CO)/5 PPM (NO2) WITH CO CONCENTRATION DECREASING THE EXHAUST AND VENTILATION SUPPLY FANS SHALL DE- ENERGIZE AFTER 15-MINUTE DELAY OR SPEED SHALL BE REDUCED TO MAINTAIN MINIMUM VENTILATION RATES. 5.THE SYSTEM SHALL BE PROVIDED WITH DUAL CO LEVEL ALARMS TO THE BAS AS FOLLOWS: A)LOW ALARM LEVEL SHALL BE NOMINALLY SET AT 50 PPM (CO)/5 PPM (NO2) (PARTS PER MILLION) CO FOR TRENDING AND MINUTES ABOVE 50 PPM (CO)/5 PPM (NO2) SHALL BE TOTALIZED TO TRACK DAILY TIME ABOVE 50 PPM. THE AVERAGE CONCENTRATION OF CARBON MONOXIDE SHALL NOT EXCEED 50 PPM DURING AN EIGHT-HOUR PERIOD PER DAY. B)HIGH ALARM LEVEL SHALL BE SET AT 100 PPM(CO) /10 PPM (NO2), AND BOTH LEVELS SHALL BE FIELD ADJUSTABLE. INITIATE AUDIBLE HORNS/BUZZERS AND VISUAL LIGHTS AT 100 PPM(CO) /10 PPM (NO2) AND ABOVE. THE MINUTES ABOVE 200 PPM(CO) /10 PPM (NO2) SHALL BE TOTALIZED AND TRENDED ON A DAILY BASIS. THE AVERAGE CONCENTRATION OF CARBON MONOXIDE SHALL NOT EXCEED 200 PPM(CO) /10 PPM (NO2) DURING AN ONE-HOUR PERIOD PER DAY. GARAGE AIR EXHAUST AIR EXHAUST FAN BACnet CARD BACnet COMMUNICATION DO-FAN START/STOP AO-VFD SPEED NOTES: VFD 1. REFER TO PLANS FOR DUCTWORK ARRANGEMENT. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 3. VFD BACnet CARD SHALL PROVIDE VFD SPEED OUTPUT, VFD FAULT AND VFD KW AS MINIMUM INPUTS TO BAS HEADEND. 4. DETAIL APPLIES TO GSF-1-,GEF-1,2,3,4 5. REFER TO EAST SIDE DRAWINGS FOR GSF-1 BACnet CARD BACnet COMMUNICATION DO-FAN START/STOP AO-VFD SPEED VFD OUTSIDE AIR MAKEUP AIR SUPPLY FAN VRF - VARIABLE REFRIGERANT FLOW SYSTEM A. GENERAL: 1. VRF SYSTEM IS SPECIFIED WITH A COMPLETE PROPRIETARY DIGITAL CONTROL SYSTEM THAT SHALL CONTROL ALL INDIVIDUAL SYSTEM COMPONENTS. THE VRF SYSTEM SHALL INTEGRATE WITH THE BMS SYSTEM THROUGH BACNET PROTOCOL. B. RUN CONDITIONS: THE INDOOR FAN COIL UNITS SHALL RUN ACCORDING TO A USER DEFINABLE TIME SCHEDULE IN THE FOLLOWING MODES: 1. OCCUPIED MODE: THE FAN COIL UNIT SHALL PROVIDE HEATING OR COOLING TO MAINTAIN ZONE OCCUPIED TEMPERATURE SETPOINT. 2. UNOCCUPIED MODE: THE FAN COIL UNIT SHALL PROVIDE HEATING OR COOLING TO MAINTAIN ZONE UNOCCUPIED SETPOINT. C. INDOOR UNIT VRF MONITORING: 1. COMMON AREAS, OFFICE SPACES: a. THE BAS SHALL MONITOR THE FOLLOWING POINTS 1) ON/OFF STATUS 2) ROOM SETPOINT 3) ROOM TEMPERATURE 4) ERROR CODE b. THE BAS SHALL HAVE CONTROL OVER THE FOLLOWING POINTS 1) SCHEDULING 2) ROOM SETPOINT D. GRAPHICAL INTERFACE: 1. PROVIDE SEPARATE GRAPHICAL INTERFACE AT THE RECEPTION DESK FOR MONITORING AND CONTROL OF THE COMMON AREAS AS DENOTED ABOVE. MOIST M CS STARTER NOTES: 1. REFER TO PLANS AND FAN COIL SCHEDULE FOR LOCATIONS AND SYSTEM COMPONENTS. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 3. PROVIDE PROGRAMMABLE OVERRIDE BUTTON AT EACH TEMPERATURE SENSOR AS AN OVERRIDE TO ENERGIZE HVAC SYSTEM AFTER NORMAL OCCUPIED HOURS. REF RETURN AIR SUPPLY AIR LOCATE MOISTURE DETECTOR IN SECONDARY CONDENSATE DRAIN PAN AIR FILTER DO-FAN START/STOP SUPPLY FAN DI-ZONE OVERRIDE AI-ZONE TEMPERATURE AI-ZONE SETPOINT ADJUSTMENT DI-MOISTURE DETECTOR DI-FAN STATUS TS EXHAUST FAN -ON / OFF A. RUN CONDITION -CONTINUOUS : THE FAN SHALL RUN CONTINUOUSLY UNLESS SHUTDOWN ON SAFETIES. B. FAN STATUS : THE BAS SHALL MONITOR THE FAN STATUS. 1. ALARM SHALL BE PROVIDED AS FOLLOW: a. FAN FAILURE : COMMANDED ON, BUT THE STATUS IS OFF b. FAN IN HAND : COMMANDED OFF, BUT THE STATUS IS ON EXHAUST AIR EXHAUST AIREXHAUST FAN BACnet CARD BACnet COMMUNICATION DO-FAN START/STOP NOTES: CS/ STARTER 1. REFER TO PLANS FOR DUCTWORK ARRANGEMENT. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 3. DETAIL APPLIES TO TEF-1 GARAGE TRANSFER FANS A. TRANFER FANS SHALL OPERATE FROM CO/NO2 CONTROLLER OUTPUT TO PROVIDE RELAY CLOSURES TO CONTROL EXHAUST AND VENTILATION SUPPLY FANS AS REQUIRED TO MAINTAIN CO CONCENTRATIONS. B. TRANSFER FANS SHALL BE CAPABLE OF BEING MONITORED AND CONTROLLED BY THE BAS SYSTEM. C. ALL TRANSFER FANS SERVING THE SAME FLOOR/ZONE SHALL BE INTERLOCKED TO OPERATE SIMULTANEOUSLY. FANS SHALL BE INITIATED TO OPERATE WITHIN 60 SECONDS OF MEETING/EXCEEDING CO /NO2 LEVEL SETPOINTS. D. DURING A SMOKE CONTROL EVENT THE BAS SHALL BE CAPABLE OF OVERRIDING THE VEHICLE EXHAUST SEQUENCE OF OPERATION. E. CARBON MONOXIDE (CO) SENSING AND OPERATION OF THE FANS SHALL BE ADDITIONALLY CONTROLLED TO PROVIDE THE FOLLOWING SEQUENCING: 1. BELOW 15 PPM CO/1PPM NO2 FANS SHALL BE OFF UNLESS OVERRIDDEN BY MINIMUM SETPOINT TO MAINTAIN MINIMUM VENTILATION RATE DURING OCCUPIED HOURS. 2. AT 15 PPM CO/ 1PPM NO2 WITH CONCENTRATION INCREASING THE EXHAUST AND VENTILATION SUPPLY FANS SHALL BE ENERGIZED TO LOW SPEED AS DEFINED BY MINIMUM VENTILATION RATE. FANS SHALL INCREASE SPEED PROPORTIONATELY TO 50 PPM CO/5PPM NO2. 3. AT 50 PPM CO/5PPM NO2, AND GREATER, TRANSFER FANS SHALL OPERATE AT HIGH SPEED. 4. AT 50 PPM CO/5PPM NO2 CONCENTRATION DECREASING THE EXHAUST AND VENTILATION SUPPLY FANS SHALL DECREASE SPEED PROPORTIONALLY 5. THE SYSTEM SHALL BE PROVIDED WITH DUAL CO /NO2 LEVEL ALARMS TO THE BAS AS FOLLOWS: a. LOW ALARM LEVEL SHALL BE NOMINALLY SET AT 50 PPM (PARTS PER MILLION) CO/5 PPM NO2 FOR TRENDING AND MINUTES ABOVE 50 PPM /5PPM NO2 SHALL BE TOTALIZED TO TRACK DAILY TIME ABOVE 50 PPM. THE AVERAGE CONCENTRATION OF CARBON MONOXIDE SHALL NOT EXCEED 50 PPM /5 PPM NO2DURING AN EIGHT-HOUR PERIOD PER DAY. b. HIGH ALARM LEVEL SHALL BE SET AT 100 PPM/10 PPM NO2, AND BOTH LEVELS SHALL BE FIELD ADJUSTABLE. INITIATE AUDIBLE HORNS/BUZZERS AND VISUAL LIGHTS AT 100 PPM/10PPM NO2 AND ABOVE. THE MINUTES ABOVE 200 PPM /10 PPM NO2 SHALL BE TOTALIZED AND TRENDED ON A DAILY BASIS. THE AVERAGE CONCENTRATION OF CARBON MONOXIDE SHALL NOT EXCEED 200 PPM/NO2 DURING AN ONE-HOUR PERIOD PER DAY M CS STARTER TRANSFER AIR DO-FAN START/STOP TRANSFER FAN DI-FAN STATUS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 8/27/2024 3:48:24 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M7.001 CONTROLS - SEQUENCES AND SCHEMATICS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1BUILDING VRF SYSTEM SCALE: NONE4ENCLOSED PARKING GARAGE EXHAUST - CONTROL SCALE: NONE5FAN COIL - CONTROL SCALE: NONE2EXHAUST FAN CONTROL SCALE: NONE3GARAGE TRANSFER FAN - CONTROL 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 LEVEL 10 LEVEL 11 STAIR PRESSURIZATION FAN SPF 1 G R Y ON OFF FAULT ON OFF AUTO G R Y OPEN CLOSE FAULT OPEN CLOSE AUTO SD STAIR PRESSURIZATION FAN SPF 2 G R Y ON OFF FAULT ON OFF AUTO G R Y OPEN CLOSE FAULT OPEN CLOSE AUTO SD LEGEND STAIR FIRE SMOKE DAMPER SMOKE DAMPER FAN UNIT AIR FLOW DUCT SUPPLY REGISTER GREEN LAMP IS LIT WHEN DEVICE IS IN "ON" OR "OPEN" STATUS. RED LAMP IS LIT WHEN DEVICE IS IN "OFF" OR "CLOSED" STATUS. FAULT YELLOW LIGHT IS LIT IF ONE OF MORE DEVICES FAIL TO GO TO THEIR ASSIGNED STATE. YELLOW "FAULT" LIGHT IS LIT IF ANY SWITCH IS OUT OF THE "AUTO" POSITION. A FAULT SIGNAL SHALL BE TRANSMITTED TO THE FIRE ALARM CONTROL PANEL. LEVEL 12 LEVEL 9 LEVEL 8 LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LEVEL P01 EXHAUST REGISTER G ON POWER LAMP TEST (PUSH TO TEST) TROUBLE Y GARAGE SUPPLY FAN GSF 1 G R Y OPEN CLOSE FAULT SD GARAGE EXHAUST FAN GEF 1 G R Y OPEN CLOSE FAULT SD LEVEL 13 LEVEL 14 LEVEL 15 UPPER ROOF ROOF SMOKE CONTROL STARTS AUTOMATICALLY UPON RECEIPT OF ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. THE "ON/AUTO/OFF" SWITCHES MUST BE IN THE "AUTO" POSITION. SETTING A SMOKE CONTROL MODE SWITCH TO THE "ON" POSITION MANUALLY INITIATES THE SMOKE CONTROL SEQUENCE FOR THE BUILDING. SETTING A SMOKE CONTROL MODE SWITCH TO THE "OFF" POSITION MANUALLY INITIATES DAMPER CLOSURE AND FAN SHUTDOWN. THE SMOKE CONTROL MODE "ON" POSITION MANUALLY STARTS A SEQUENCE IDENTICAL TO THAT INITIATED BY THE FIRE ALARM SYSTEM WHEN THE SWITCH IS IN THE "AUTO" POSITION. PANEL FACE FSD SD ELEVATOR HOISTWAY VENT GV-3,4,5 PROVIDE SMOKE DETECTOR AT EACH ELEVATOR HOISTWAY GTF (TYP) STAIR 1 STAIR 2 G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO ELEVATOR HOISTWAY VENT GV-1 STAIRWELL DAMPER ELEVATOR HOISTWAY VENT GV-2 STAIRWELL DAMPER G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO G R Y ON OFF FAULT ON OFF AUTO PANEL CONSTRUCTION NOTES 1. DEVICES, SWITCHES, INDICATORS SHALL BE LABELED WITH TEXT IN 12 POINT HELVETICA BOLD. 2. FIREFIGHTERS SMOKE CONTROL PANEL SUBJECT TO FINAL APPROVAL BY THE FIRE DEPARTMENT AND MECHANICAL INSPECTION. 3. PANEL POWER SUPPLY SHALL BE ON GENERATOR POWER. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 As indicated 8/27/2024 3:48:26 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M8.001 FIREFIGHTER'S SMOKE CONTROL PANEL 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1FIREFIGHTER'S SMOKE CONTROL PANEL 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 NOTATION KEY: N.O. = NORMALLY OPEN DURING AUTOMATIC SMOKE CONTROL MODE N.C. = NORMALLY CLOSED DURING AUTOMATIC SMOKE CONTROL MODE F.O. = FAIL OPEN AT LOSS OF POWER F.C. = FAIL CLOSED AT LOSS OF POWER SMOKE CONTROL GENERAL SYSTEM NOTES: A. ALL POWER AND CONTROL WIRING FOR SMOKE CONTROL SYSTEMS SHALL BE IN CONTINUOUS CONDUIT OR RACEWAY, PAINTED RED AND LABELED AT APPROPRIATE INTERVALS "SMOKE CONTROL". B. CONTROL DIAGRAMS SHALL BE KEPT AT THE FIREFIGHTER'S SMOKE CONTROL PANEL. C. ALL AUTOMATIC CONTROL DAMPERS AS PART OF THE STAIR PRESSURIZATION SYSTEM SHALL HAVE LIMIT SWITCHES. D. SMOKE CONTROL SYSTEM SHALL MONITOR POWER DOWNSTREAM FROM DISCONNECT SWITCH AT EACH VARIABLE SPEED DRIVE TO DETERMINE FAULT STATUS OF EACH FAN. E. ALL PANELS AND EQUIPMENT SUSCEPTIBLE TO VOLTAGE TRANSIENTS TO BE PROVIDED WITH SURGE PROTECTION AND CONNECTED TO A UPS. F. GENERAL CONTRACTOR TO PROVIDE JOINT AND PENETRATION PROTECTION AS REQUIRED FOR SMOKE BARRIERS IN SECTIONS 709.7 AND 715 OF THE CALIFORNIA BUILDING CODE. G. DUCT SYSTEMS THAT ARE A PORTION OF SMOKE CONTROL SYSTEM SHALL BE LEAKAGE TESTED AT 1.5 TIMES THE MAXIMUM EXTERNAL DESIGNED OPERATING PRESSURE. MAXIMUM LEAKAGE = 5% OF DESIGN LOW. H. ALL REQUIREMENTS OF THE "2019 CBC SECTION 909 -SMOKE CONTROL SYSTEMS" SHALL BE INCLUDED AS PART OF THIS WORK. I. FULL SCALE SHOP DRAWINGS OF PANEL LAYOUT SHALL BE SUBMITTED AND APPROVED BY THE ORANGE COUNTY FIRE AUTHORITY. SEE SHEET R1.M8.001 FOR SUGGESTED PANEL LAYOUT. J. BUILDING AUTOMATION CONTRACTOR MUST VERIFY THAT SMOKE CONTROL FUNCTION OVERRIDES BUILDING AUTOMATION. K. A PREPROGRAMMED WEEKLY TEST SEQUENCE SHALL REPORT ABNORMAL CONDITIONS AUDIBLY, VISUALLY AND BY PRINTED REPORT. THE PREPROGRAMMED WEEKLY TEST SHALL OPERATE ALL DEVICES, EQUIPMENT, AND COMPONENTS USED FOR SMOKE CONTROL. L. CHARTS, DRAWINGS, CONTROL DIAGRAMS AND OTHER DOCUMENTS LOCATING EACH COMPONENT OF THE SMOKE CONTROL SYSTEM, AND DESCRIBING ITS PROPER FUNCTION AND MAINTENANCE REQUIREMENTS, SHALL BE MAINTAINED ON FILE AT THE BUILDING. DEVICES SHALL HAVE AN APPROVED IDENTIFYING TAG OR MARKER ON THEM CONSISTENT WITH OTHER REQUIRED DOCUMENTATION INDICATING THE DATE THAT THE EQUIPMENT WAS LAST SUCCESSFULLY TESTED. M. DETECTION & CONTROL SYSTEMS SHALL BE CLEARLY MARKED AT ALL JUNCTIONS, ACCESSES AND TERMINALS. N. AN APPROVED OPERATIONS MANUAL DESCRIBING THE COMPLETE OPERATIONS OF THE SMOKE CONTROL SYSTEM AND FUNCTIONING OF THE FIRE-FIGHTER'S SMOKE CONTROL PANEL SHALL BE MAINTAINED AT THE FIRE COMMAND CENTER. O. BELT-DRIVEN FANS SHALL HAVE 1.5 TIMES THE NUMBER OF BELTS FOR THE DESIGN DUTY WITH THE MINIMUM NUMBER OF BELTS BEING TWO. P. MOTORS FOR STAIRWELL PRESSURIZATION FANS SHALL HAVE A MINIMUM SERVICE FACTOR OF 1.15. Q. ALL CONTROLS SERVING SMOKE CONTROL SYSTEMS SHALL BE UL864 UUKL LISTED, AND LISTED AS SMOKE CONTROL EQUIPMENT. GENERAL SMOKE CONTROL SEQUENCE OF OPERATIONS A. FIRE ALARM CONTROL PANEL INTERFACE 1. UPON ANY LEVEL SMOKE DETECTION SIGNAL FROM FACP, THE SMOKE CONTROL PANEL SHALL: • COMMAND ALL HVAC EQUIPMENT TO SHUT DOWN ACCORDING TO THE SMOKE CONTROL MATRIX. 2. STAIRWELLS SHALL BE LABELED AND NUMBERED CONSISTENTLY WITH THE ARCHITECTURAL FLOOR PLANS AND THE FACP LABELS. 3. STAIRWELL PRESSURIZATION CONTROL SEQUENCES: UPON ALARM SIGNAL FROM THE FACP,THE SMOKE CONTROL PANEL SHALL COMMAND THE ASSOCIATED STAIR PRESSURIZATION FAN TO RUN. 4. ALL DAMPERS AS PART OF THE SMOKE CONTROL EXHAUST AND MAKE-UP AIR SYSTEM ARE TO BE INTERLOCKED WITH THEIR ASSOCIATED FANS. FANS ARE TO BE ENABLED WHEN DAMPERS ARE OPEN AND DAMPERS TO CLOSE WHEN FANS ARE DISABLED. CT M DO-FAN START/STOP PARKING GARAGE SUPPLY FANS (TYP FOR ALL GSF'S) A. RUN CONDITIONS – ON/OFF 1. THE PARKING GARAGE SUPPLY FAN SHALL BE COMMANDED TO RUN AT THEIR FULL SCHEDULED AIR FLOW CAPACITY BY THE FIRE ALARM SYSTEM. ONLY FANS SERVING THE FLOOR IN ALARM SHALL RUN. THE FAN SHALL RUN UPON PROOF OF SMOKE DAMPER AT FAN INLET OPEN STATUS. B. SUPPLY AIR DAMPER 1. THE SUPPLY AIR DAMPER AT THE FLOOR IN ALARM SHALL OPEN ANYTIME THE FAN RUNS AND SHALL CLOSE ANYTIME THE FAN STOPS. 2. THE SUPPLY AIR DAMPERS AT NON-FIRE FLOORS SHALL REMAIN CLOSED. C. FAN AND DAMPER STATUS 1. THE SMOKE CONTROL PANEL SHALL PROVIDE CONTROL (ON/OFF/AUTO) AND MONITOR THE FAN AND DAMPER STATUS. DI-FAN STATUS VFD SD M N.O. F.O. DI-DAMPER STATUS SUPPLY AIR SUPPLY FAN DO-DAMPER OPEN/CLOSE CT M DO-FAN START/STOP PARKING GARAGE SMOKE EXHAUST FANS (TYP FOR ALL GEF'S) A. RUN CONDITIONS – ON/OFF 1. THE PARKING GARAGE EXHAUST FAN SHALL BE COMMANDED TO RUN AT THEIR FULL SCHEDULED AIR FLOW CAPACITY BY THE FIRE ALARM SYSTEM. ONLY FANS SERVING THE FLOOR IN ALARM SHALL RUN. THE FAN SHALL RUN UPON PROOF OF SMOKE DAMPER AT FAN OUTLET OPEN STATUS. B. EXHAUST AIR DAMPER 1. THE EXHAUST AIR DAMPER AT THE FLOOR IN ALARM SHALL OPEN ANYTIME THE FAN RUNS AND SHALL CLOSE ANYTIME THE FAN STOPS. 2. THE EXHAUST AIR DAMPERS AT NON-FIRE FLOORS SHALL REMAIN CLOSED. C. FAN AND DAMPER STATUS 1. THE SMOKE CONTROL PANEL SHALL PROVIDE CONTROL (ON/OFF/AUTO) AND MONITOR THE FAN AND DAMPER STATUS. DI-FAN STATUS VFD EXHAUST AIR EXHAUST FAN SD M N.O. F.O. DI-DAMPER STATUS DO-DAMPER OPEN/CLOSE CT M DO-FAN START/STOP PARKING GARAGE TRANSFER FANS (TYP FOR ALL GTF'S) A. RUN CONDITIONS – ON/OFF 1. THE PARKING GARAGE TRANSFER FANS SHALL BE COMMANDED OFF BY THE FIRE ALARM SYSTEM. B. FAN AND DAMPER STATUS 1. THE SMOKE CONTROL PANEL SHALL MONITOR THE FAN STATUS. DI-FAN STATUS VFD TRANSFER AIR TRANSFER FAN SUPPLY AIR SUPPLY FAN DO-FAN START/STOP VFD STAIR PRESSURIZATION FANS (SPF-1 , SPF-2 & SPF-3) A. RUN CONDITIONS - ON/OFF: a. THE STAIR PRESSURIZATIONS FANS SHALL BE COMMANDED TO RUN BY THE FIRE ALARM SYSTEM. THE FAN SHALL RUN UPON PROOF OF MOTORIZED DAMPER OPEN STATUS. B. SUPPLY AIR DAMPER: a. THE SUPPLY AIR DAMPER SHALL OPEN ANYTIME THE FAN RUNS AND SHALL CLOSE ANYTIME THE FAN STOPS. C. FAN AND DAMPER STATUS: a. THE SMOKE CONTROL PANEL SHALL PROVIDE CONTROL (ON/AUTO/OFF OR OPEN/AUTO/CLOSED) AND MONITOR THE FAN AND DAMPER STATUS. b. IF DAMPER STATUS IS CLOSED BUT FAN STATUS IS ON, FAN SHALL SHUT DOWN IN ALARM. D. OPERATION: UPON ALARM, THE FAN SHALL RAMP TO CFM AS SET DURING TEST AND BALANCING AND SHALL REMAIN AT CONSTANT CFM M DI - SMOKE DAMPER STATUS DO - SMOKE DAMPER OPEN/CLOSE M CTDI - FAN STATUS 5. FAIL OPEN. 6. FAIL CLOSED. CLARIFICATIONS / DEFINITIONS: *REFER TO WEST SIDE DRAWINGS FOR COMPLETE GARAGE EXHAUST FAN SEQUENCE. FOOTNOTES: 1. ACTIVATION BY ANY FIRE ALARM INITIATING DEVICE, INCLUDING MANUAL PULL STATIONS. 2. MANUAL ACTIVATION AT FIREFIGHTER CONTROL PANEL. 3. MONITORED DAMPERS AND FANS. 4. NON-MONITORED DAMPERS (FAIL CLOSED) AND FANS (FAIL OFF). 2 CLOSED CLOSED CLOSED CLOSED ON OFF ON ON 1 CLOSED CLOSED CLOSED CLOSED ON OFF ON ON BASEMENT CLOSED CLOSED CLOSED CLOSED ON OFF ON ON 14 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 13 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 12 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 11 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 10 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 9 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 8 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 7 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 6 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 5 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 4 CLOSED CLOSED CLOSED CLOSED ON OFF ON ON 3 CLOSED CLOSED CLOSED CLOSED ON OFF ON ON FLOOR OR ZONE IN ALARM 1, 2 DAMPERS DOORS FANS ALL AUTOMATIC DAMPERS 4, 6 OTHER SHAFT DAMPERS 3, 6 ELEVATOR LOBBY DOORS 6 AUTOMATIC DOORS 6 PARKING GARAGE EXHAUST FAN GEF-1 * PARKING GARAGE SUPPLY FAN GSF-1 * SMOKE CONTROL STAIR PRESS. FAN SPF-1 SMOKE CONTROL STAIR PRESS. FAN SPF-2 ROOF CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON 15 CLOSED CLOSED CLOSED CLOSED N/A N/A ON ON © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 213.327.3600 Fax 213.327.3601 500 South Figueroa Street Los Angeles, California 90071 United States NOT FOR CONSTRUCTION As indicated 8/27/2024 3:48:28 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M8.002 SMOKE CONTROL SEQUENCES AND DIAGRAMS 21US00608 3rd & Broadway West CARIBOU INDUSTRIES 1103 North Broadway Santa Ana, CA 92701 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT SCALE: NONE1NOTATION KEY SCALE: NONE2SMOKE CONTROL GENERAL SYSTEM NOTES SCALE: NONE3GENERAL SMOKE CONTROL SEQUENCES SCALE: NONE4PARKING GARAGE SUPPLY FAN CONTROL SCALE: NONE6PARKING GARAGE EXHAUST FAN CONTROL SCALE: NONE8PARKING GARAGE TRANSFER FAN CONTROL SCALE: NONE7STAIR PRESSURIZATION FAN CONTROL SCALE: NONE5SMOKE CONTROL MATRIX 4 1/16/2025 20 GAUGE SHEET METAL HOOD WITH 1-1/2" DUCT LINER INSIDE. SHEET METAL OR FLEX-TUBE COLLAR SEALED WATERTIGHT SLOPE PIPES AWAY FROM HOOD. ROOFING BY ROOFING CONTRACTOR. 3" CANT STRIP (MINIMUM) NOTES: 1. REFER TO ARCHITECTURAL PLANS FOR ROOF CONSTRUCTION. 2. ALL EDGES SHALL BE ROLLED AND TURNED DOWN, SHARP EDGES WILL NOT BE ACCEPTED. 3. SEAL AS REQUIRED TO MAKE ALL JOINTS AND PENETRATIONS WATERTIGHT. SECURE WITH #10 SCREWS (2 PER SIDE). PIPING SIZE AS INDICATED ON PLANS 12" MINIMUMAS REQUIRED 8" MINIMUM 12" MINIMUM THREADED ROD (TYP.) EXCESS CABLE MIN 1" (TYP) EXCESS CABLE MIN 1" (TYP) EXCESS CABLE MIN 1" (TYP) FORGED WIRE ROPE CLIP. INSTALL TWO PER CABLE END 1/8" WIRE ROPE (TYP) THIMBLE (TYP) 1/8" WIRE ROPE (TYP) FORGED WIRE ROPE CLIP. INSTALL TWO PER CABLE END ADJUSTABLE PIPE STAND STEEL OFFSET WALL BRACKET CONCRETE ANCHOR CONCRETE ANCHOR (TYP OF 2) NOTES: 1. PIPING SUPPORTS SHALL MEET ALL STATE AND LOCAL SEISMIC RESTRAINT REQUIREMENTS. 2. COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL DESIGN. 3. PROVIDE SEISMIC CABLE TRANSVERSE BRACING AT 40 FEET. AND EACH CHANGE OF DIRECTION. 4. SEISMIC CABLE LONGITUDINAL BRACING AT 80 FEET. AND EACH CHANGE OF DIRECTION. 5. MAXIMUM ROD SPAN BETWEEN SUPPORTS IS 10'. CLOSER SPAN AS REQUIRED BY SPECIFICATIONS AND SMACNA. 6. PROVIDE TRANSVERSE AND LONGITUDINAL BRACES AT 40 FEET MAXIMUM FOR PIPES SMALLER THAN 4 IN. AND AT 20 FEET MAXIMUM FOR PIPES 4 TO 8 INCHES. 7. SEISMIC CABLE RESTRAINTS ARE NOT REQUIRED AT EVERY HANGER LOCATION. VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN ACCORDANCE WITH SMACNA SEISMIC RESTRAINT MANUAL. 8. SEISMIC BRACING REQUIRED FOR PIPE SIZE 2-1/2" AND LARGER. WALL BRACKET U-BOLT PEDESTAL BRACKET U-BOLT TRAPEZE CLEVIS 1" STEEL CLEVIS 1" STEEL STRAP U-BOLTS 1" THIMBLE (TYP) CL NOTES: 1. REFER TO PLANS FOR SIZES AND CONTINUATION. 2. COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL DESIGN. PIPE SECTION 3/4" STEEL PLATE (TYP) BUILDING STRUCTURE (TYP) 5/8" DIAMETER A325 BOLTS (TYP) ELEVATION 8" NOTES: 1. SIZE OF THREADED ROD TO BE DETERMINED IN CONSULTATION WITH STRUCTURAL ENGINEER. 2. ISOLATORS DEFLECTION SHOULD BE MINIMUM 2", SEE SPECIFICATIONS OR DRAWINGS TO DETERMINE IF GREATER DEFLECTION IS REQUIRED. 3. ALL ANCHORING AND SEISMIC BRACING SHALL BE REVIEWED BY STRUCTURAL ENGINEER. 4. FLEXIBLE CONNECTORS SHALL NOT BE UTILIZED FOR FIRE LIFE SAFETY SYSTEMS. ANCHORS SPRING/NEOPRENE HANGER (TYP) THREADED ROD, DOUBLE NUT BOTH ENDS (TYP) SEISMIC CABLE WITH 1/4" SLACK AT ALL FOUR CORNERS. INSTALL AT 45 DEGREES TO FAN AXIS. 1/4" FLEXIBLE CONNECTION (TYP) AXIAL TRUST RESTRAINTBELT GUARD HANGING BRACKET (TYP) FAN NOTES: 1. COORDINATE EXACT ROOF CONSTRUCTION MEANS AND METHODS WITH ARCHITECTURAL AND STRUCTURAL PLANS. RESTRAINED SPRING ISOLATORS, 1" MIN DEFLECTION, WITH LAG BOLTS. LOCATE AT SUPPORT POINTS PER FAN MANUFACTURER RECOMMENDATIONS. MIN OF ONE PER CORNER. ROOFING AND INSULATION 24-GAUGE GALVANIZED CAP FLASHING (TYP) 5/8" PLYWOOD WITH 8d AT 6" OC EDGE NAILING 4"X8" (MIN) FIRE RETARDANT TREATED (FRT) WOOD FRAME ALL AROUND. PROVIDE INTERMEDIATE SUPPORT AT 24" OC AS REQUIRED. UNIT SECURED TO PLATFORM WITH LAG SCREWS (TYP) 3" HIGH CANT STRIP ALL AROUND METAL DECK ANGLE SPANNING MULTIPLE FLUTES AS REQUIRED THRU-BOLT WITH DOUBLE NUTS, AT EACH CORNER AND 24" OC SPACING (MAX) FAN OUTLET EXHAUST AIR INTAKE CONNECTED TO BUILDING DUCTWORK. REFER TO PLAN VIEW FOR ROUTING. CU FCU CU ROOF/ GRADE INDOOR FAN COIL ROOF MOUNTED CONDENSING UNIT CONDENSATE DRAIN TO NEAREST FLOOR DRAIN PAD OR CURB REFRIGERANT PIPING NEOPRENE OR FIBERGLASS MOUNT WALL-HUNG CONDENSING UNIT NOTES: 1. INSTALL CONDENSING UNIT TO MAINTAIN A MINIMUM OF 12" CLEAR BEHIND CONDENSING UNIT AIR INTAKE. 2. MOUNT WALL-HUNG CONDENSING UNIT APPROX. 8' AFF. 3. SECURLY BOLT CONDENSING UNIT TO STRUCTURE. 12" MIN. FULL SIZE NEOPRENE OR FIBER GLASS MOUNT 0.5" DEFLECTION T FLEXIBLE DUCT CONNECTIONS AT INLET AND OUTLET DUCT TRANSITION AS REQUIRED TO MATCH FAN FLANGE SIZE (TYP) EXHAUST FAN NOTES: 1. PROVIDE BACKDRAFT DAMPER IN DUCTWORK AT BUILDING ENVELOPE TERMINATION. 2. TRANSITION DUCT CONNECTION AS REQUIRED TO MATCH FAN COLLARS. 3. REFER TO STRUCTURAL DESIGN FOR ATTACHMENT REQUIREMENTS AND ADDITIONAL SUPPORT OPTIONS. FLOW SPRING ISOLATORS CONCRETE PAD CONCRETE FLOOR © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 8/27/2024 3:48:30 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M9.001 MECHANICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1ROOF PIPE PENETRATION SCALE: NONE2PIPE SUPPORTS SCALE: NONE3RISER SUPPORT SCALE: NONE4AXIAL FAN SCALE: NONE5EXHAUST FAN METAL ROOF SCALE: NONE6SPLIT SYSTEM SCALE: NONE7EXHAUST FAN INLINE 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 VD VD VD VD NOTES: 1. PROVIDE DUCT LINER AND/OR EXTERNAL DUCT INSULATION AS NOTED ON PLANS OR IN SPECIFICATIONS. 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND BUILDING CODE REQUIREMENTS. 3. LOCATE MANUAL BALANCING DAMPERS IMMEDIATELY DOWNSTREAM OF EACH DUCT TAP. 4. CUSHION HEADS OR BULLHEAD TEES ARE NOT ALLOWED. 5. MAINTAIN MINIMUM 36" CLEARANCE BETWEEN LEADING OR TRAILING ELBOW JOINT AND DUCT TAP FITTINGS. 6. RADIUSED ELBOWS OR TURNING VANES REQUIRED ON RECTANGULAR DUCT SYSTEM ELBOWS. SINGLE THICKNESS VANES UP TO 25" HEIGHT AND DOUBLE THICKNESS VANES IN DUCTS GREATER THAN 25" HEIGHT. FLEXIBLE DUCT, 5' MAX LENGTH CONICAL OR LO-LOSS 45 DEGREE BOOT FITTING WITH VOLUME DAMPER ROUND SHEET METAL DUCT SQUARE TO ROUND TRANSITION 15 DEGREE TYPICAL, 30 DEGREE MAXIMUM TYPICAL SQUARE NECK DIFFUSER. SIZE OF DUCT DROP TO MATCH DIFFUSER NECK SIZE.45 DEGREE LO- LOSS BOOT TAP OR CONICAL TAP SPLITTER DAMPER WHERE SHOWN. DO NOT USE ON VAV SYSTEMS REDUCER TO MATCH DIFFUSER NECK SIZE IF BRANCH DUCT IS OVERSIZED. LOCATE AT CONNECTION TO DIFFUSER. MIN 36" BEFORE AND AFTER ELBOW VD CENTERLINE RADIUS EQUALS 1.5 TIMES WIDTH ROUND NECK DIFFUSER (TYP) VD TRANSITION AIR FLOW "W" VD VD NOTES: 1. PROVIDE DUCT LINER AND/OR EXTERNAL DUCT INSULATION AS NOTED ON PLANS OR IN SPECIFICATIONS. 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND BUILDING CODE. 3. LOCATE MANUAL BALANCING DAMPERS IMMEDIATELY DOWNSTREAM OF EACH DUCT TAP. 4. MAINTAIN MINIMUM 36" CLEARANCE BETWEEN LEADING OR TRAILING ELBOW JOINT AND DUCT TAP FITTINGS. 5. TURNING VANES REQUIRED ON RECTANGULAR DUCT SYSTEM ELBOWS. SINGLE THICKNESS VANES UP TO 25" HEIGHT AND DOUBLE THICKNESS VANES IN DUCTS GREATER THAN 25" HEIGHT. RADIUSED ELBOWS MAY BE USED AS AN ALTERNATE. 6. NO TURNING VANES REQUIRED ON DUCT SIZES LESS THAN 180 SQ. IN. IF DUCT VELOCITY IS LESS THAN 1500 FPM. CENTERLINE RADIUS EQUALS 1.5 TIMES WIDTH. NO TURNING VANES REQUIRED, UNLESS OTHERWISE NOTED. SIZE OF DUCT DROP TO MATCH NECK SIZE OF GRILLE (TYP) 15 DEGREE TYP 30 DEGREE MAX PROVIDE REDUCER UPSTREAM OF BRANCH INLET CONICAL OR LO-LOSS 45 DEGREE FITTINGRADIUSED WYE BRANCHES. ALTERNATE: SQUARE ELBOWS WITH TURNING VANES ALLOWABLE WHERE DUCT VELOCITIES ARE LESS THAN 1500 FPM. PROVIDE REDUCER AT CONNECTION TO GRILLE WHERE BRANCH DUCT IS OVERSIZED VD MIN 36" BEFORE AND AFTER ELBOW USE 45 DEGREE THROAT AT TAP AIR FLOW A A A A A NOTES: 1. TRANSFER DUCT SHALL BE SHEET METAL CONSTRUCTION. 2. SIZE TRANSFER DUCT FOR MAXIMUM 500 FPM VELOCITY: A = 14", 500 CFM A = 20", 1125 CFM A = 26", 2000 CFM 1" ACOUSTICAL LINING 1.5 X A NO CLEAR SIGHT LINE THROUGH DUCT 5'-0" MAX TO STRUCTURAL SUPPORT REFER TO UPPER ATTACHMENT DETAIL 1/4" SEISMIC RESTRAINT CABLE TO STRUCTURE (TYP) EXCESS CABLE MIN 1" (TYP) MECHANICAL FORGED WIRE ROPE CLIP. INSTALL TWO PER CABLE END (TYP) 3/8" DIA. BOLT, LOCKWASHER AND NUT.REFER TO UPPER ATTACHMENT DETAIL (TYP) 3/8" BOLT, LOCK WASHER AND NUT. 1"x20GA STRAP LESS THAN 28" DIA 1" MIN2-1/2"x12 GA STRAP SHOWN WITH TRANSVERSE BRACING SHOWN WITH LONGITUDINAL BRACING 2x2X16 GA ANGLE NOTES: 1. HANGERS SHALL BE INSTALLED AT EVERY CHANGE OF DIRECTION AND NO MORE THAN 10'-0" APART. 2. PROVIDE A FLEXIBLE CONNECTION BETWEEN MECHANICAL EQUIPMENT AND DUCT. 3. STRAP MAY BE REDUCED TO 1"x22 GA FOR DUCT 24" DIA. AND LESS IN DIAMETER. 4. SEISMIC RESTRAINT CABLES MAY BE OMITTED WHERE DUCT IS SUPPORTED WITHIN 12" OF STRUCTURE AS MEASURED FROM THE TOP OF DUCT TO THE BOTTOM OF STRUCTURE. 5. VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN ACCORDANCE WITH SMACNA SEISMIC RESTRAINT MANUAL. 6. COORDINATE WITH STRUCTURAL ENGINEER FOR UPPER ATTACHMENTS. 7. WHERE SEISMIC CABLE RESTRAINTS ARE REQUIRED, A. PROVIDE SEISMIC CABLE TRANSVERSE BRACING AT 30 FT AND B. SEISMIC CABLE LONGITUDINAL BRACING AT 60 FT. C. SEISMIC CABLE RESTRAINTS ARE NOT REQUIRED AT EVERY HANGER LOCATION. 2'-8" MAX TO STRUCTURAL SUPPORT MECHANICAL FORGED WIRE ROPE CLIP. INSTALL TWO PER CABLE END (TYP) EXCESS CABLE MIN 1" (TYP)TWO 3/8"DIA. LOCKNUTS AND WASHERS #10 SELF-TAPPING SHEET METAL SCREWS, 4 MIN 1"x22 GA STRAP (TYP) REFER TO UPPER ATTACHMENT REFER TO UPPER ATTACHMENT 3/8" ROD OR OPTIONAL 3"x3"x16 GA ANGLE (TYP) BOTH SIDES #10 SELF-TAPPING SHEET METAL SCREWS, ONE PER SIDE ROD STIFFENER AS REQUIRED 30X30 MAX RECTANGULAR DUCT 3/8" DIA. BOLT, LOCK WASHER & NUT. 1" 1/2" 45° RECTANGULAR DUCT 1/4" CABLE TO STRUCTURE (TYP) 2'-8" MAX TO STRUCTURAL SUPPORT DETAIL B 3"x3"x16 GA DETAIL A NOTES: 1. MAXIMUM SPACING OF HANGERS SHALL BE 5'-0". 2. IF A FLEXIBLE CONNECTION IS INSTALLED BETWEEN THE MECHANICAL EQUIPMENT AND THE DUCT, THEN THIS DETAIL MAY BE USED. OTHERWISE, USE DETAIL B BELOW. 3. SEISMIC RESTRAINT CABLES MAY BE OMITTED WHERE: A. THERE IS A FLEXIBLE CONNECTION BETWEEN THE MECHANICAL EQUIPMENT AND B. RECTANGULAR DUCT IS LESS THAN 6 SQUARE FEET IN AREA OR C. DUCT OF ANY SIZE IS SUPPORTED WITHIN 12" OF STRUCTURE AS MEASURED FROM THE TOP OF DUCT TO THE BOTTOM OF STRUCTURE. 4. WHERE SEISMIC RESTRAINTS ARE REQUIRED, A. PROVIDE TRANSVERSE BRACING AT 30 FT AND B. LONGITUDINAL BRACING AT 60 FT. 5. VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN ACCORDANCE WITH SMACNA SEISMIC RESTRAINT MANUAL TABLE 5-1 AND 5-2. 6. REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. 7. INSTALL ROD STIFFENER AS REQUIRED. REFER TO STRUCTURAL DESIGN FOR ADDITIONAL ATTACHMENT REQUIREMENTS. REFER TO HILTI ICC#ESR-1917 PRE-APPROVAL. DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH PRE-APPROVED B-LINE "SEISMIC RESTRAINT SYSTEM". D 22" (MINIMUM) SUBDUCT HEIGHT EXHAUST INLET DIAMETER (V) SHAFT WALL SHEET METAL DUCT RISER #10 SHEET METAL SCREW THROUGH SUBDUCT FLANGE (MINIMUM OF TWO ON TOP OF SUBDUCT AND TWO AT BOTTOM OF SUBDUCT) SUBDUCT CONSTRUCTED WITH 26-GAUGE (MINIMUM) SHEET METAL FIRE RATED CAULKING ALL AROUND PENETRATION EXHAUST DUCT DIAMETER (V) EXHAUST AIRFLOW (CFM MAXIMUM) 4" SUBDUCT DEPTH (D) SUBDUCT WIDTH (W) 50 2" 6" 6" 120 4" 8" 8" 200 4" 12" 10" 360 6" 14" SUBDUCT RISER DIMENSIONS w SHAFT SECTION VIEW SUBDUCT FACE VIEW OPEN ON TOP EXHAUST DUCT INLET 0.5" TO 1" EDGE FLANGE EXHAUST DUCT TO SOURCE EXHAUST SHAFT NOTES: 1. REFER TO PLANS FOR SIZES AND CONTINUATION. 2. SHAFT FREE AREA SHALL BE SIZED TO FOR MAXIMUM EXHAUST AIR VELOCITY OF 1000 FPM AT ALL LOCATIONS IN THE SHAFT. 3. PROVIDE MANUAL BALANCING DAMPER AT DUCT CONNECTIONS AS REQUIRED FOR RESTROOM EXHAUST. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 8/27/2024 3:48:32 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M9.002 MECHANICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1SUPPLY DUCT FITTINGS SCALE: NONE2RETURN EXHAUST DUCT FITTINGS SCALE: NONE3TRANSFER DUCT SCALE: NONE6ROUND DUCT SUPPORT SCALE: NONE5RECTANGULAR DUCT SUPPORT SCALE: NONE4SUBDUCT RISER 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 NOTES: 1. COORDINATE ROOF OPENING BLOCKING, CURBING, CANT STRIP AND FLASHING WITH ROOFING CONTRACTOR. ROOF PENETRATIONS SHALL NOT VOID ROOF WARRANTY. 2. IF PENETRATION MUST BE FIRE RATED, THE PACKING AND SEALING MATERIALS AND SYSTEM OF IF PENETRATION MUST BE FIRE RATED, THE PACKING AND SEALING MATERIALS AND SYSTEM OF INSTALLATION SHALL BE APPROVED BY FIRE MARSHAL 3. COORDINATE SIZE AND LOCATION OF ROOF PENETRATION WITH STRUCTURAL ENGINEER. 1-1/2" STANDING SEAM RIVETED OR BOLTED ON 12" CENTERS INSULATION (TYP) (INTERNAL ABOVE ROOF) 2"x8" CURB (TYP) FLASHING COUNTER FLASHING MEMBRANE FLASHING ROOFING CONCRETE ROOF INSULATION, EXTERNAL IN PLENUM. SEE PLANS FOR EXTENT OF INTERNAL ACOUSTICAL INSULATION 1" CLEARANCE ALL AROUND WOOD ROOF FINISHED ROOF CANT STRIP (TYP) ROOF JOIST (TYP) BLOCKING BETWEEN JOIST (TYP) DUCT RISER NOTES: 1. COORDINATE WALL PENETRATION WITH ARCHITECTURAL AND STRUCTURAL DESIGNS. STAINLESS STEEL LOCKING DRAW BAND (TYP) SUPPLY AIR PLENUM BOX WITH 1" INSULATION LINER ANGLE FRAME WITH 3" LEG INSULATED FLEXIBLE DUCT WALL SUPPLY AIR GRILLE OPPOSED BLADE DAMPER FLASHING NOTES: 1. STAIRWELL SMOKE EXHAUST VENT WITH BAROMETRIC RELIEF DAMPER WITH ADJUSTABLE COUNTERWEIGHTS TO BE SET BY TEST AND BALANCE AGENCY. SET TO MAINTAIN 2500 CFM (MINIMUM) BASED ON MAINTAINING 0.05" SP (MINIMUM) AT ALL STAIRWELL DOORS. 2. COORDINATE ROOF OPENING, BLOCKING, CURBING, CANT STRIPS & FLASHING WITH ROOFING INSTALLER. ROOF PENETRATIONS SHALL NOT VOID ROOF WARRANTY. 3. MAINTAIN 10' CLEARANCE FROM OUTSIDE AIR INTAKE. 4. PROVIDE PACKING AND SEALING MATERIALS AS REQUIRED BY ROOF RATING. 5. ALL SIZING, LOCATION, AND ANCHORING SHALL BE COORDINATED WITH STRUCTURAL DESIGN. INSECT SCREEN FRT DF#1 LEVELING BLOCK SHAPED TO LEVEL CURB CONCRETE CURB, ALTERNATE TO STEEL CURB ROOFING CONCRETE ROOF CANT STRIP, MIN 3" HIGH (TYP) PRE-FABRICATED STEEL CURB WITH WOOD NAILER, MIN 8" HIGH ROOF INSULATION CONCRETE EXPANSION ANCHOR BOLTS, MIN 2 PER SIDESTEEL CURBCONCRETE CURB 1/4" LAG SCREWS AT 8" OC (MIN 2 PER SIDE) CONTINUOUS 1/4"x2" NEOPRENE GASKET (TYP)STAIRWELL PRESSURIZATION RELIEF CAP RATED STAIRWELL ENCLOSURE WALLS RELIEF AIR FLOW STAIRWELL ENCLOSURE NOTES: 1. PROVIDE A VENTILATED THIMBLE CONSTRUCTED OF GALVANIZED STEEL OR APPROVED CORROSION-RESISTANT METAL NOT LESS THAN 0.024" (24GA) IN THICKNESS, EXTENDING NOT LESS THAN 9" ON EACH SIDE OF THE ROOF. PROVIDE A MINIMUM 6" AIR SPACE AROUND THE EXHAUST PIPE FOR VENTILATION. 2. EXHAUST PIPE TO BE CONSTRUCTED FROM SCHEDULE 40 BLACK STEEL WITH CALCIUM SILICATE PIPE INSULATION. SEE SPECIFICATIONS FOR THICKNESS. 3. TERMINATE EXHAUST PIPE 24" ABOVE THE ROOF WITH A 45 DEGREE ANGLE AND COVER WITH EXPANDED METAL SCREEN. PAINT WITH APPROVED HIGH TEMPERATURE PAINT. 4. ATTACH THIMBLE ONLY TO OUTER SIDE OF ROOF DECK TO ALLOW FOR PIPE MOVEMENT. FLASH AND COUNTER FLASH TO ROOF. DO NOT ALLOW THIMBLE TO DIRECTLY CONTACT PIPE. 5. ALL PIPING EXPOSED TO WEATHER CONDITIONS TO BE STAINLESS STEEL PIPE. EXPANDED METAL SCREEN 45 DEGREES STAINLESS STEEL TAIL PIECE 24" MINIMUM STAINLESS STEEL FLANGE CONNECTION STORM COLLAR ROOF 9" MINIMUM 9" MINIMUM FACTORY STEEL CURB (8" HIGH MIN) CONTINUOUS 1/2"x2" NEOPRENE GASKET 16 GAUGE "S" HOLD DOWN CLIP, 6" LONG, (MIN TWO PER SIDE) 3" FLEXIBLE DUCT CONNECTION FRT DF#1 LEVELING BLOCK. SHAPE TO LEVEL UNIT. 2 @ 1/4" HILTI KWIK FLEX SCREWS PER HOLD DOWN CLIP 2 @ 1/4" HILTI KWIK FLEX SCREWS PER HOLD DOWN CLIP COUNTER FLASHING NOTES: 1. COORDINATE EXACT ROOF CONSTRUCTION MEANS AND METHODS WITH ARCHITECTURAL AND STRUCTURAL DESIGNS. CONDENSATE DRAIN LINE WITH P TRAP 3/8" CONCRETE EXPANSION ANCHORS BOLTS WITH MIN 2" EMBEDMENT, MIN 2 PER SIDE MECHANICAL UNIT INSULATION FLASHING 3" CANT (MINIMUM) ROOFING INSULATION CONCRETE ROOF DUCT UNIT BASE RAIL MAX 3'-0" MAX CLEARANCE BETWEEN STEEL SUPPORTS AND RIGID INSULATION SPRING AND NEOPRENE WAFFLE VIBRATION ISOLATION. FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR (TYP 18) MIN 1'-1" ROOF RIGID INSULATION MIN HEIGHT ABOVE RIGID INSULATION LEVEL EQUIPMENT SKID TRIPLE FRAME CONDENSING UNIT MIN 1'-1"MAX 3'-0" ROOF RIGID INSULATION MIN HEIGHT ABOVE RIGID INSULATION LEVEL EQUIPMENT SKID MAX CLEARANCE BETWEEN STEEL SUPPORTS AND RIGID INSULATION DOUBLE FRAME CONDENSING UNIT SPRING AND NEOPRENE WAFFLE VIBRATION ISOLATION. FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR (TYP 12) MAX 3'-0" MAX CLEARANCE BETWEEN STEEL SUPPORTS AND RIGID INSULATION SPRING AND NEOPRENE WAFFLE VIBRATION ISOLATION. FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR (TYP 6) MIN 1'-1" ROOF RIGID INSULATION MIN HEIGHT ABOVE RIGID INSULATION LEVEL EQUIPMENT SKID SINGLE FRAME CONDENSING UNIT NOTES: 1. COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL DESIGN. 3/8" DIAMETER THREADED ROD (TYP 4) NUT WITH LOCK WASHER (TYP) FLEXIBLE DUCT CONNECTIONS AT INLET AND OUTLET DUCT TRANSITION AS REQUIRED TO MATCH FAN FLANGE SIZE (TYP) EXHAUST FAN (BACKDRAFT DAMPER LOCATED AT BUILDING ENVELOPE TERMINATION) NOTES: 1. PROVIDE BACKDRAFT DAMPER IN DUCTWORK AT BUILDING ENVELOPE TERMINATION. 2. TRANSITION DUCT CONNECTION AS REQUIRED TO MATCH FAN COLLARS. 3. REFER TO STRUCTURAL DESIGN FOR ATTACHMENT REQUIREMENTS AND ADDITIONAL SUPPORT OPTIONS. MECHANICAL FORGED WIRE ROPE CLIP. INSTALL TWO PER CABLE END (TYP) 1" 1/2" EXCESS CABLE MIN 1" (TYP) 45° VIBRATION ISOLATION HANGER, SWING SPRING TYPE, 1" DEFLECTION (TYP) REFER TO STRUCTURAL DESIGN FOR UPPER ATTACHMENT (TYP) 1/8" RESTRAINT CABLE TO STRUCTURE (TYP) THIMBLE (TYP) FLOW © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 8/27/2024 3:48:34 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M9.003 MECHANICAL DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1DUCT PENETRATION-ROOF SCALE: NONE3WALL MOUNTED SUPPLY REGISTER SCALE: NONE4STAIRWELL RELIEF VENT-CONCRETE ROOF SCALE: NONE5GENERATOR EXHAUST-ROOF PENETRATION SCALE: NONE6ROOF CURB-CONCRETE STRUCTURE SCALE: NONE7CONDESNING UNIT-STEEL SUPPORT MOUNTED SCALE: NONE2EXHAUST FAN INLINE 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 LEVEL P01 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 LEVEL 8 LEVEL 9 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER GLOBAL CONTROLLER COMMUNICATION BUS (TYP)GLOBAL CONTROLLER ACCU R06 FC R04-05 SIU 5-01 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER COMMUNICATION BUS (TYP)GLOBAL CONTROLLER SPF 1 SPF 2 TEF 1 ACCU R09A CHAIN TO REMAINING ACCU'S CAT 5/6 ETHERNET BY CONTROLS INSTALLER (TYP) ETHERNET SWITCH FIBER DISTRIBUTION PANEL BAS WORKSTATION/SERVER LOCATED IN SECURITY OFFICE PRINTER LEVEL 10 LEVEL 11 LEVEL 12 LEVEL 13 LEVEL 14 LEVEL 15 ROOF EF 1-1 FC-16SOU R-02 SOU R-01 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 15A-15 BCC 15A-01 BCC 15A-02 BCC 15B-01 BCC 15B-02 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 14A-14 BCC 14A-01 BCC 14A-02 BCC 14B-01 BCC 14B-02 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 13A-13 BCC 13A-01 BCC 13A-02 BCC 13B-01 BCC 13B-02 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 12A-12 BCC 12A-01 BCC 12A-02 BCC 12B-01 BCC 12B-02 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 11A-11 BCC 11A-01 BCC 11A-02 BCC 11B-01 BCC 11B-02 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 10A-10 BCC 10A-01 BCC 10A-02 BCC 10B-01 BCC 10B-02 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 9A-09 BCC 9A-01 BCC 9A-02 BCC 9B-01 BCC 9B-02 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 8A-08 BCC 8A-01 BCC 8A-02 BCC 8B-01 BCC 8B-02 FC 8 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER FC 7A-07 BCC 7A-01 BCC 7C-01 BCC 7B-01 BCC 7B-02 FC 7 BCC 6-01 FC 06-06 BCC 6-02 FC 06-07 FC 6 EF 6-1 ACCU R08A ACCU R08B ACCU R07A ACCU R07B COMMUNICATION BUS (TYP)GLOBAL CONTROLLER ACCU R04 BCC R04-02 FC 04-04 SIU 4-01 SOU 5-01 SOU 4-01 COMMUNICATION BUS (TYP)GLOBAL CONTROLLER BCC 4-01 FC 04-03 SIU 3-01 SOU 3-01 ACCU R02B ACCU R03B COMMUNICATION BUS (TYP)GLOBAL CONTROLLER ACCU R02A ACCU R01 FC 04-02 ACCU R03A ACCU R03C SIU 1-01 SIU 1-02 EF 1-2 EF 1-2 S0U 1-02 SIU 1-03 SOU 1-03 SIU 1-04 SOU 1-04 BCC 1-01 FC 01-01 BCC 3C-01 GTF 1 GTF 2 GTF 3 GTF 4 GTF 5SOU P1-02 SIU P1-02 SIU P1-03 SIU P1-04 SOU P1-03 SOU P1-04 SOU P1-01 GEF 2 GTF 6 GTF 7 GTF 8 GTF 9 GSF 1 ACCU R07B © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 8/27/2024 3:48:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-M10.001 BAS SYSTEM ARCHITECTURE 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 4 1 9/21/2021 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1/16/2025 DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL ABBREVIATIONS DESCRIPTIONSYMBOL FIRE PROTECTION PLUMBING DRAWING LIST DEFERRED SUBMITTALS PLUMBING BASIS OF DESIGN YH HB WH 140 SS SD OD PD SSD IW GW G MG LG CA (E) TW TWR T PG TT CO/WCO FCO/COTG YCO/COTG TRAP PRIMER BALL VALVE BUTTERFLY VALVE GATE VALVE BALANCING VALVE SHUT OFF VALVE IN CONCRETE YARD BOX ANGLE GATE VALVE SOLENOID VALVE CHECK VALVE PRESSURE REDUCING VALVE MIXING VALVE PLUG VALVE / GAS COCK RELIEF VALVE VACUUM RELIEF VALVE PRESSURE & TEMPERATURE RELIEF VALVE AUTOMATIC AIR VENT BACKWATER VALVE REDUCED - PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (RP) UNION STRAINER STRAINER WITH BLOW OFF HOSE BIBB PIPE ANCHOR PIPE ALIGNMENT GUIDE EXPANSION JOINT FLEXIBLE CONNECTOR CAP OR PLUG BLIND FLANGE CONCENTRIC REDUCER AQUASTAT WATER HAMMER ARRESTOR PRESSURE GAUGE WITH COCK THERMOMETER CLEANOUT / WALL CLEANOUT FLOOR CLEANOUT / CLEANOUT TO GRADE YARD CLEANOUT / CLEANOUT TO GRADE TEST TEE WALL HYDRANT HOSE BIBB ROOF HYDRANT YARD HYDRANT THRUST BLOCK FLOOR DRAIN FLOOR SINK W/ GRATE AS SHOWN HUB DRAIN ROOF RECEPTOR STORM DRAIN OVERFLOW DRAIN DECK DRAIN, PLANTER DRAIN DOWN SPOUT NOZZLE SUB-METER TS DIRECTION OF SLOPE DIRECTION OF FLOW PIPE UP OR UP & DN PIPE DOWN PIPE DROP TOP CONNECTION - BRANCH LINE BOTTOM CONNECTION - BRANCH LINE COLD WATER HOT WATER HOT WATER RECIRCULATION HOT WATER (140°F) VENT PIPING BELOW GRADE OR FLOOR PIPING ABOVE GRADE OR FLOOR SANITARY SEWER, WASTE OR SOIL STORM DRAIN, RAINWATER DRAIN PIPING OVERFLOW STORM DRAIN PIPING PUMPED DISCHARGE SUBSURFACE DRAINAGE INDIRECT WASTE GREASE WASTE NATURAL GAS (7"W.C.) MEDIUM PRESSURE GAS (2 PSIG TO 5 PSIG) LOW PRESSURE GAS COMPRESSED AIR EXISTING PIPE TEMPERED WATER TEMPERED WATER RETURN PIPE SIZE (DIAMETER IN INCHES) EXISTING WORK TO REMAIN EXISTING WORK TO BE REMOVED FUTURE WORK EXISTING RELOCATED CENTER LINE POINT OF CONNECTION OR POINT OF DISCONNECTION SANITARY SEWER STACK VENT STACKS COLD WATER RISER HOT WATER RISER HOT WATER RECIRC. RISER GAS RISER STORM DRAIN RISER OVERFLOW DRAIN RISER SOVENT STACK PLUMBING EQUIPMENT MISCELLANEOUS EQUIPMENT KEYED NOTE DETAIL NO. SHEET NO. POUNDS OR NUMBER FS FD NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT. REFER TO DETAILS AND NOTES FOR MOUNTING HEIGHTS. # 6" (E) (D) (F) (ER) XXX SS V CW HW HWC G SD OD SOV XX X # 1 P2 WHA FIRE MAIN AUTOMATIC WET SPRINKLER COMBINATION STAND PIPE DRY STAND PIPE DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVE (OUTSIDE SCREW & YOKE GATE VALVE) OS & Y GATE VALVE WITH TAMPER SWITCH FIRE DEPARTMENT CONNECTION AUTO FIRE SPRINKLER RISER FIRE DEPARTMENT VALVE FIRE DEPARTMENT VALVE CABINET FIRE SPRINKLER FLOOR CONTROL VALVE SIEMESE FIRE DEPT. CONN. ROOF MANIFOLD FIRE HOSE VALVE FIRE ALARM BELL PRESSURE SWITCH FLOW ALARM FLOW SWITCH AUTOMATIC WET SPRINKLER RISER AUTOMATIC SPRINKLER DRAIN WET STANDPIPE RISER F AS CSP DSP TS TS AS ASD WSP FDC FDV PS FA FS ABV ABOVE AD ACCESS DOOR ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AP ACCESS PANEL ARCH ARCHITECT ASR AUTO FIRE SPRINKLER RISER BAS BUILDING AUTOMATION SYSTEM BFV BUTTERFLY VALVE BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT BV BALL VALVE BWV BACKWATER VALVE CA COMPRESSED AIR CD CONDENSATE DRAIN CR STEAM CONDENSATE RETURN CFF CAP FOR FUTURE CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CI CAST IRON CLG CEILING CO CLEANOUT CONC CONCRETE CV CHECK VALVE CW DOMESTIC COLD WATER CWFU COLD WATER FIXTURE UNIT DN DOWN DCVA DOUBLE CHECK VALVE ASSEMBLY DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY DFU DRAINAGE FIXTURE UNIT DIA DIAMETER DSN DOWNSPOUT NOZZLE DWG DRAWING DWV DRAINAGE WASTE AND VENT E EXISTING ELEC ELECTRICAL FA FLOW ALARM FC FLEXIBLE CONNECTION FCO FLOOR CLEANOUT FDV FIRE DEPARTMENT VALVE FDVC FIRE DEPARTMENT VALVE CABINET FFA/FFB FROM FLOOR ABOVE/BELOW FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FHV FIRE HOSE VALVE FIN FINISHED FO FUEL OIL FPS FEET PER SECOND FT FEET FT FLUSH TANK FU FIXTURE UNIT FV FLUSH VALVE G GAS GAL GALLONS GC GAS COCK GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GATE VALVE HD HUB DRAIN HP HORSEPOWER HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATION HWFU HOT WATER FIXTURE UNIT IAPMO INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS IE INVERT ELEVATION IRR IRRIGATION LAV LAVATORY LBS POUNDS (UNIT OF FORCE) MAX MAXIMUM MBH THOUSANDS BTU/HR MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MH MANHOLE NC NORMALLY CLOSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NO NORMALLY OPEN OR NUMBER NIC NOT IN CONTRACT OFCI OWNER FURNISHED CONTRACTOR INSTALLED OW OIL WASTE POC POINT OF CONNECTION POD POINT OF DISCONNECTION PRV PRESSURE REDUCING VALVE PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH RI&C ROUGH IN AND CONNECT R RELOCATE, RISE, RISER RP REDUCED-PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY RPM REVOLUTIONS PER MINUTE SD STORM DRAIN SF SQUARE FEET SHWR SOLAR HOT WATER RETURN SHWS SOLAR HOT WATER SUPPLY SOV SHUT-OFF VALVE SPK SPRINKLER SS SANITARY SEWER TFA/TFB TO FLOOR ABOVE/BELOW TP TRAP PRIMER TS TAMPER SWITCH TT TEST TEE TYP TYPICAL U/UR URINAL VB VACUUM BREAKER V VENT VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WHA WATER HAMMER ARRESTOR WCO WALL CLEANOUT W/ WITH YB YARD BOX M 1. FIRE SPRINKLER DESIGN 2. SEISMIC BRACING FOR MECHANICAL AND PLUMBING SYSTEMS, INCLUDING EQUIPMENT, PIPING, AND DUCTWORK. 3. PIPE SYSTEM CERTIFICATION AND ANALYSIS: A. DESIGN: DESIGN AND CALCULATE REQUIREMENTS FOR THERMAL EXPANSION OF PIPING SYSTEMS AND FOR SELECTING AND DESIGNING EXPANSION JOINTS AND LOOPS. B. ANCHOR DETAILS: DETAIL FABRICATION OF EACH ANCHOR. SHOW DIMENSIONS AND METHODS OF ASSEMBLY AND ATTACHMENT TO BUILDING STRUCTURE. SUPPORTS, ANCHORS, AND GUIDES SHALL BE DESIGNED FOR COMBINED GRAVITY, SEISMIC, PRESSURE, AND THERMAL LOADS. C. ALIGNMENTS GUIDE DETAILS: DETAIL FIELD ASSEMBLY AND ATTACHMENT TO BUILDING STRUCTURE. D. SCHEDULE: EACH EXPANSION JOINT SHALL BE SCHEDULE WITH MANUFACTURER, TYPE, MATERIAL, SIZE, PRESSURE RATING, END CONNECTIONS, AND LOCATION. E. FULLY COORDINATE WITH DESIGN OF SEISMIC RESTRAINT AND ANCHORAGE. *FOR ALL ITEMS LISTED ABOVE, THE PLUMBING AND/OR MECHANICAL CONTRACTOR SHALL PROVIDE A DELEGATED DESIGN SUBMITTAL WITH DOCUMENTATION AND ENGINEERING REQUIRED TO SATISFY REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ). THE DELEGATED DESIGN SUBMITTAL SHALL INCLUDE BUT NOT BE LIMITED TO ANALYSIS DATA SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. A. THIS BUILDING IS A NEW 17-STORY RESIDENTIAL BUILDING. B. THE DESIGN INCLUDES THE FOLLOWING NOTABLE FEATURES, BUT IS NOT LIMITED TO THIS SCOPE. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS AND COORDINATING WITH ALL DISCIPLINES. 1. DOMESTIC WATER BOOSTER SYSTEM: WHERE AVAILABLE UTILITY WATER SERVICE PRESSURE IS INADEQUATE TO SERVE BUILDING A TRIPLEX COLD WATER DISTRIBUTION PUMPING SYSTEM WITH A PNEUMATIC STORAGE TANK WILL BE INSTALLED TO INCREASE THE AVAILABLE WATER PRESSURE TO 45 PSI ON THE TOP FLOOR. 2. DUPLEX SEWAGE EJECTOR PUMPS ARE PROVIDED FOR SANITARY SEWER AND DUPLEX SUMP PUMPS ARE PROVIDED FOR STORM WATER DRAINAGE STORM WATER DRAINAGE WHERE THE CITY MAIN SEWER LINE IS LOCATED ABOVE THE BUILDING FLOW LINE. 3. GREASE WASTE: ALL KITCHEN FIXTURES FROM FUTURE KITCHEN(S) WILL ROUTE THROUGH GREASE INTERCEPTORS PROVIDED DURING CORE & SHELL. C. CODES AND STANDARDS (LATEST EDITIONS UNLESS OTHERWISE REQUIRED BY AHJ) 1. AMERICANS WITH DISABILITIES ACT (ADA) 2. CALIFORNIA BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION (AHJ): a. 2019 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 2 (2018 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS) b. 2019 CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 5 (2018 UNIFORM PLUMBING CODE WITH STATE AND LOCAL AMENDMENTS) c. 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARD FOR NONRESIDENTIAL COMPLIANCE, CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 6 d. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, CALIFORNIA CODE OF REGULATIONS, TITLE-24, PART 11 D. WATER SUPPLY: 1. MINIMUM AVAILABLE WATER PRESSURE (STATIC): 50 PSI AVAILABLE FROM MUNICIPAL WATER SERVICE. 2. COLD WATER PIPE SIZE: 6" INCHES (MINIMUM). 3. COLD WATER METER SIZE: 6 INCHES (MINIMUM). 4. CONNECTED LOAD: 2872.5 WFU 5. COLD WATER TEMPERATURE: 60° F 6. REFER TO PLUMBING CALCULATIONS AND SCHEDULES FOR ADDITIONAL CRITERIA. E. DOMESTIC HOT WATER: 1. WATER HEATER SET POINT: 160° F 2. MASTER MIXING VALVE SET POINT: 140° F 3. POINT-OF-USE LAVATORY AND HAND WASHING MIXING VALVES: 110° F 4. KITCHEN HOT WATER SUPPLY TEMPERATURE: 140°F 5. RECIRC PUMP: • TIMER: SET TO "ON" DURING OCCUPIED HOURS • IF TIMER "ON" AND RETURN TEMP <100°F: PUMP "ON" • IF TIMER "ON" AND RETURN TEMP >115°F: PUMP "OFF" 6. DOMESTIC SHOWER DEMAND PERIOD: 2 HOURS BETWEEN 6 AM AND 8 AM. a. DEMAND PERIOD FOR PEAK SHOWER WATER USAGE: 5 MINUTES PER SHOWER AND 4 SHOWERS PER HOUR OR 20 MINUTES PER HOUR PER SHOWER COMPARTMENT. 7. THE MAXIMUM ALLOWABLE PIPING LENGTH FOR DOMESTIC HOT WATER FROM THE NEAREST SOURCE OF HEATED WATER TO THE TERMINATION OF THE FIXTURE SUPPLY PIPE SHALL NOT EXCEED THREE FEET FOR PUBLIC LAVATORIES AND HAND WASHING SINKS. FOR OTHER FIXTURES, SUCH AS SHOWERS, KITCHEN SINKS, AND SCRUB SINKS, THE MAXIMUM PIPING LENGTH SHALL NOT EXCEED TEN FEET. F. SANITARY SEWER: 1. BUILDING SEWER SIZE: 8 INCHES & 10 INCHES 2. SLOPE: 2% UNLESS OTHERWISE NOTED 3. CONNECTED LOAD: 2497.5 DFU G. GREASE WASTE: 1. SLOPE: 2% UNLESS OTHERWISE NOTED 2. CONNECTED LOAD: 150 DFU H. STORM DRAIN: 1. RAINFALL INTENSITY: 2 INCHES/HOUR (PER LOCAL ORDINANCE). 2. REFER TO PLANS FOR AREA SERVED BY ROOF DRAINS. I. NATURAL GAS SERVICE: 1. DELIVERY PRESSURE: 2 PSI 2. MAXIMUM DEMAND: 4380 CUBIC FEET PER HOUR. 3. REFER TO PLANS FOR NATURAL GAS SIZING CALCULATIONS. J. FUTURE LEVEL 1 KITCHEN ALLOWANCES: 1. COLD WATER: A. SIZE: 2-1/2-INCH B. ALLOWABLE LOAD: 50(WFU) 2. GREASE: A. SIZE: 4-INCH ON THE LEVEL BELOW B. ALLOWABLE LOAD: 150 (DFU) 3. VENT: A. SIZE: 4-INCH B. ALLOWABLE LOAD: 150 (WFU) 4. NATURAL GAS: A. PIPE SIZE: 1-1/2-INCH (STUBBED INTO SPACE) B. ALLOWABLE LOAD: 1,800 (CFH) K. SEISMIC: 1. ANCHORAGE AND RESTRAINTS MUST BE COORDINATED WITH STRUCTURAL ENGINEER AND AUTHORITY HAVING JURISDICTION. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 NONE 5/9/2025 1:43:39 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P0.0 PLUMBING LEGEND AND ABBREVIATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SHEET NUMBER SHEET NAME R1-P0.0 PLUMBING LEGEND AND ABBREVIATIONS R1-P0.1 PLUMBING GENERAL NOTES R1-P0.2 PLUMBING SCHEDULES R1-P0.3 PLUMBING SCHEDULES R1-P0.4 PLUMBING SCHEDULES R1-P0.5 PLUMBING CALCULATIONS R1-P0.6 PLUMBING NCRR FORM R1-P0.7 PLUMBING NCRR FORM R1-P1.1 PLUMBING SITE PLAN R1-P2.0 UNDERGROUND PLAN - PLUMBING R1-P2.100 PLUMBING PLAN - LEVEL P 01 R1-P2.101 PLUMBING PLAN - LEVEL 01 R1-P2.102 PLUMBING PLAN - LEVEL 02 R1-P2.103 PLUMBING PLAN - LEVEL 03 R1-P2.104 PLUMBING PLAN - LEVEL 04 R1-P2.105 PLUMBING PLAN - LEVEL 05 R1-P2.106 PLUMBING PLAN - LEVEL 06 R1-P2.107 PLUMBING PLAN - LEVEL 07 R1-P2.108 PLUMBING PLAN - LEVEL 08-14 R1-P2.115 PLUMBING PLAN - LEVEL 15 R1-P2.116 PLUMBING PLAN - ROOF R1-P2.118 PLUMBING PLAN - TOP ROOF R1-P4.11 DOMESTIC WATER RISER DIAGRAMS R1-P4.12 DOMESTIC WATER RISER DIAGRAMS R1-P4.31 GAS RISER DIAGRAM R1-P5.12A SANITARY SEWER DIAGRAM R1-P5.12B SANITARY SEWER DIAGRAM R1-P5.12C SANITARY SEWER DIAGRAM R1-P5.12D SANITARY SEWER DIAGRAM R1-P5.12E SANITARY SEWER DIAGRAM R1-P5.21 STORM RISER DIAGRAM R1-P9.1 PLUMBING DETAILS R1-P9.2 PLUMBING DETAILS R1-P9.3 PLUMBING DETAILS R1-P9.4 PLUMBING DETAILS R1-P9.5 PLUMBING DETAILS R1-P9.6 PLUMBING DETAILS R1-P9.7 PLUMBING DETAILS - SOVENT SYSTEM 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6 6/23/2025 Revision to 30145192, 30145193, 30145194 (issued on 12/01/2023) Rev #30147601 APPROVALS: PLUMB - CSG PLUMBING GENERAL NOTESFIRE PROTECTION NOTESPLAN CHECK NOTES 1. ALL FIRE PROTECTION WORK SHALL BE IN STRICT ACCORDANCE WITH CURRENT CALIFORNIA FIRE CODES, NFPA 13, 14, 24, 54, 70, 72, 75, 96, 101, AND 110, CURRENT CALIFORNIA BUILDING CODES, AND SHALL CONFORM TO ALL OTHER APPLICABLE REGULATIONS AND MEET REQUIREMENTS OF INSPECTING AUTHORITIES. 2. THE FIRE PROTECTION SYSTEM IS A DESIGN AND BUILD RESPONSIBILITY BY A STATE LICENSED C16 CONTRACTOR, AND FIRE ALARM SYSTEM BY A STATE LICENSED UL LISTED CONTRACTOR. 3. ALL UNDERGROUND FIRE PROTECTION PIPING WITHIN THE BUILDING PERIMETER SHALL BE PROVIDED WITH APPROVED PIPE SLEEVES. 4. COMPLY TO ALL SECTIONS OF THE FIRE PROTECTION SPECIFICATIONS. 5. SUBMIT COORDINATED SHOP DRAWINGS, CALCULATIONS AND PRODUCT DATA TO THE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. EXACT LOCATION SHALL BE COORDINATED WITH ALL TRADES, ARCHITECTURAL DRAWINGS AND GENERAL CONSTRUCTION. OBTAIN FROM THE AUTHORITIES HAVING JURISDICTION AND LOCAL FIRE MARSHAL FOR THE STAMP AND APPROVAL PRIOR TO ANY INSTALLATION. 6. SUBMISSION OF A PROPOSAL SHALL BE EVIDENCE THAT A CAREFUL EXAMINATION OF THE SITE, DRAWINGS & SPECIFICATIONS HAS BEEN MADE AND THE CONTRACTOR IS FAMILIAR WITH THOSE ITEMS AND AREAS THAT WILL PRESENT DIFFICULTY TO THE PERFORMANCE OF THIS CONTRACT. LATER CLAIMS SHALL NOT BE MADE FOR LABOR, EQUIPMENT, ETC NECESSARY TO COMPLETE ALL WORK AS A RESULT OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN. 7. THE CONTRACTOR SHALL PAY FEES, GIVE NOTICE, FILE NECESSARY DRAWINGS AND OBTAIN PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL COMPLY WITH LOCAL LAWS, ORDINANCES, "STATE" OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS. 8. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING A PROPOSAL, OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. 9. SPRINKLER HEADS LOCATED IN ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED IN THE CENTER OF THE TILE. 10. OBTAIN THE APPROVAL FROM THE ARCHITECT FOR FINAL LOCATION AND TYPE OF SPRINKLER HEADS PRIOR TO REVIEW BY ENGINEER. 11. ALL MATERIALS SHALL BE U.L. LISTED FOR FIRE PROTECTION USE. 12. SPRINKLER HEADS SHALL BE UL LISTED AND FM APPROVED. PROVIDE QUICK-RESPONSE TYPE WHERE ALLOWED BY AUTHORITIES HAVING JURISDICTION: (A) GYPSUM BOARD CEILING AREAS: SUBMIT, SUPPLY AND INSTALL PRODUCT, FULLY CONCEALED HEADS WITH FACTORY FINISHED COVERPLATE, SELECTED BY ARCHITECT, TO MATCH ADJACENT CEILING SURFACE FINISH PAINT. (B) ACOUSTICAL TILE CEILING AREAS: SUBMIT, SUPPLY AND INSTALL PRODUCT, FULLY CONCEALED HEADS WITH FACTORY FINISHED COVERPLATE, SELECTED BY ARCHITECT, TO MATCH ADJACENT CEILING SURFACE FINISH PAINT. INSTALL AT CENTER OF TILE. (C) EXPOSED CEILING AREAS: SUPPLY AND INSTALL BUILDING STANDARD, PENDENT OR UPRIGHT HEADS; ARCHITECT TO SELECT FINISH. (D) PROVIDE HIGH TEMPERATURE SPRINKLER HEADS IN ALL MACHINE ROOMS AND MECHANICAL ROOMS PER NFPA 13 STANDARDS. 13. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED INCLUDING CANOPIES, WALKWAYS, UNDER EXPOSED MECHANICAL DUCTWORK OR ANY BUILDING PROJECTIONS OVER 48" THAT ARE ATTACHED OR DETACHED FROM THE BUILDING PER NFPA-13 REQUIREMENTS. 14. THE ENTIRE FIRE PROTECTION SYSTEM SHALL BE HYDRAULICALLY CALCULATED. 15. FIRE PROTECTION PIPING PENETRATING FIRE RATED WALLS AND FLOORS SHALL BE PROVIDED WITH STEEL SLEEVES AND CAULKED WITH SEALANT MATERIAL OF THE SAME FIRE RATING OF THE WALL EQUAL TO 3M FIRE BARRIER CONFORMING TO AUTHORITIES HAVING JURISDICTION REQUIREMENTS. 16. COORDINATE WORK WITH ALL OTHER TRADES AND COORDINATE SPRINKLER HEAD LOCATIONS AND PIPING WITH LIGHTING FIXTURES, SPEAKERS AND DIFFUSERS, HVAC DUCTWORK, ETC. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PARTITIONS, SUSPENDED CEILINGS, SOFFITS AND ILLUMINOUS CEILINGS. 17. COORDINATE ALL FIRE PROTECTION TAMPER & FLOW SWITCH, FIRE ALARM BELL LOCATIONS AND CONNECTION WITH ELECTRICAL CONTRACTOR AND BUILDING FIRE ALARM MASTER SYSTEM. 18. SPRINKLER DRAINS SHALL BE DRAINED INTO APPROVED RECEPTORS. COORDINATE DRAIN TERMINATIONS WITH PLUMBING CONTRACTOR PRIOR TO START OF WORK. 19. COORDINATE ALL STRUCTURAL PENETRATIONS WHERE REQUIRED WITH THE STRUCTURAL ENGINEER. 20. THE INSTALLATION OF SEISMIC BRACING FOR THE FIRE SPRINKLER SYSTEM SHALL BE SUBJECT TO THE APPROVAL OF THE LOCAL FIRE MARSHALL AND THE AUTHORITIES HAVING JURISDICTION. SUPPORT ALL FIRE PROTECTION WORK AND PIPING FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS FOR EQUIPMENT, FURNISH ADDITIONAL STEEL FRAMING. 21. ALL SYSTEM COMPONENTS AND HARDWARE SHALL COMPLY WITH NFPA STANDARDS AND SHALL BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. 22. FIRE SPRINKLER INSTALLATION SHALL COMPLY WITH LOCAL AUTHORITIES' RECOMMENDED STANDARDS FOR SUSPENDED CEILING ASSEMBLIES. SPRINKLER HEADS AND OTHER PENETRATIONS THROUGH CEILING TILES SHALL HAVE 2" OVERSIZE RING, SLEEVE OR ADAPTOR TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATE: TO USE UL LISTED FLEXIBLE PIPING FOR FIRE SPRINKLER USE THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. 23. ALL VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL HAVE PERMANENTLY AFFIXED SIGNS, INDICATING THEIR FUNCTION. 24. SYSTEM SHALL BE DESIGNED TO MEET OWNER'S INSURANCE UNDERWRITER COMPANY STANDARDS AS APPLICABLE. IF THE DESIGN CRITERIA BY THE LOCAL INSURANCE UNDERWRITER IS MORE STRINGENT, THEN IT SHALL BE ADHERED TO. FOR FUTURE RESTAURANTS AND KITCHENS: 1. FOOD OR DRINK SHALL NOT BE STORED, PREPARED, OR DISPLAYED BENEATH SOIL OR DRAIN PIPES, UNLESS THOSE AREAS ARE PROTECTED AGAINST LEAKAGE OR CONDENSATION FROM SUCH PIPES REACHING THE FOOD OR DRINK AS DESCRIBED BELOW. WHERE BUILDING DESIGN REQUIRES THAT SOIL OR DRAIN PIPES BE LOCATED OVER SUCH AREAS, THE INSTALLATION SHALL BE MADE WITH THE LEAST POSSIBLE NUMBER OF JOINTS AND SHALL BE INSTALLED TO CONNECT TO THE NEAREST ADEQUATELY SIZED VERTICAL STACK WITH THE PROVISIONS AS FOLLOWS: A) OPENINGS THROUGH FLOORS OVER SUCH AREAS SHALL BE SEALED WATERTIGHT TO THE FLOOR CONSTRUCTION. B) FLOOR AND SHOWER DRAINS INSTALLED ABOVE SUCH AREAS SHALL BE EQUIPPED WITH INTEGRAL SEEPAGE PANS. C) SOIL OR DRAIN PIPES SHALL BE OF AN APPROVED MATERIAL AS LISTED IN TABLE 701.1 AND SECTION 701.2. MATERIALS SHALL COMPLY WITH ESTABLISHED STANDARDS. CLEANOUTS SHALL BE EXTENDED THROUGH THE FLOOR CONSTRUCTION ABOVE. D) PIPING SUBJECT TO OPERATION AT TEMPERATURES THAT WILL FORM CONDENSATION ON THE EXTERIOR OF THE PIPE SHALL BE THERMALLY INSULATED. 2. WHERE PIPES ARE INSTALLED IN CEILINGS ABOVE SUCH AREAS, THE CEILING SHALL BE OF THE REMOVABLE TYPE OR SHALL BE PROVIDED WITH ACCESS PANELS TO FORM A READY ACCESS FOR INSPECTION OF PIPING. 2019 CPC SEC. 317.1. PLEASE ADDRESS THE DRAINAGE PIPING INSTALLATION SHOWN LOCATED OVER THE RESTAURANT SPACE (R01B12) ON PLAN PAGE R1-P2.101 TO COMPLY WITH THE ABOVE CPC SECTION WITH DETAILS OR NOTES. 1. PRIOR TO BIDDING, CONTRACTOR TO VISIT SITE AND VERIFY FIELD CONDITIONS, DIMENSIONS, SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS AND THESE DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION. COORDINATE WITH OTHER TRADES FOR CLEARANCES AND TIMELY FINISH. 2. ALL WORK SHALL COMPLY WITH CURRENT CALIFORNIA PLUMBING CODES, CALIFORNIA STATE FIRE MARSHAL, CURRENT CALIFORNIA BUILDING CODES, CURRENT CALIFORNIA GREEN BUILDING STANDARDS CODES, CURRENT CALIFORNIA ADMINISTRATIVE CODE TITLES 17,20,24 AND AUTHORITIES HAVING JURISDICTION'S CODE AMENDMENTS. CONTRACTOR SHALL COMPLY WITH ALL SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING JURISDICTION. 3. 8-1/2X11 PROJECT MANUALS, INCLUDING SPECIFICATIONS, EQUIPMENT AND FIXTURES AND BUILDING STANDARDS SHALL BE A PART OF THIS WORK. 4. ALL SYMBOLS SHOWN ON SYMBOLS LIST ARE NOT NECESSARILY USED ON THIS PROJECT. 5. ALL EQUIPMENT, FIXTURES AND MATERIALS SHOWN ON PLANS SHALL BE NEW, BEST OF THEIR RESPECTIVE KIND, FREE FROM DEFECTS, IN GOOD CONDITIONS, OF THE MAKE AND QUALITY SPECIFIED, AND SHALL CONFORM TO ALL LOCAL APPLICABLE CODES AND REGULATIONS. 6. BEFORE STARTING ANY WORK, CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS PER SPECIFICATIONS AND SUBMIT FOR ENGINEER’S REVIEW. THIS INCLUDES EXAMINING THE COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL. VERIFY ALL DIMENSIONS, SPACE REQUIREMENTS, AND POINTS OF CONNECTION TO ALL FIXTURES AND EQUIPMENT. MAKE ALL REQUIRED ADJUSTMENTS NECESSARY TO AVOID CONFLICTS WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER TRADES AND TO PROVIDE A COMPLETE INSTALLATION. 7. SUBMIT COORDINATED SHOP DRAWINGS AND PRODUCT DATA. PROVIDE COMPLETE AND UPDATED AS-BUILT DRAWINGS PRIOR TO COMPLETION OF PROJECT FOR REVIEW BY THE ARCHITECT/ENGINEER. PROVIDE AS-BUILT DRAWINGS VIA ELECTRONIC FORMAT (ON CD OR VIA E-MAIL) IN AUTOCAD 2010 OR LATEST VERSION. 8. SUBMISSION OF A PROPOSAL SHALL BE EVIDENCE THAT A CAREFUL EXAMINATION OF THE SITE, DRAWINGS & SPECIFICATIONS HAVE BEEN MADE AND THE CONTRACTOR IS FAMILIAR WITH THOSE ITEMS AND AREAS THAT WILL PRESENT DIFFICULTY TO THE PERFORMANCE OF THIS CONTRACT. LATER CLAIMS SHALL NOT BE MADE FOR LABOR, EQUIPMENT, ETC. NECESSARY TO COMPLETE ALL WORK AS A RESULT OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN. CONTRACTOR TO VERIFY THE EXISTING CONDITIONS BEFORE CONSTRUCTION; CONFIRMING SIZES AND LOCATIONS OF ALL EXISTING PIPING PRIOR TO START OF WORK. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR AT THE SITE BEFORE PROCEEDING WITH ANY WORK. PRIOR TO STARTING DEMOLITION, DETERMINE LOCATIONS AND EXISTING CONDITIONS. 9. PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE AND SAFE INSTALLATION OF PLUMBING AND FIRE PROTECTION IN FULL CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION; ALL AS INDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED FOR THE SYSTEMS INCLUDED. WORK SHALL BE INSTALLED IN A NEAT, WORKMANLIKE MANNER. INCLUDE ALL COSTS FOR PERMITS, LICENSES, CERTIFICATES, FILING AND INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 10. PLUMBING DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT, TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY. DUE TO STRUCTURAL, MECHANICAL DUCT OR PIPING INTERFERENCE, RETAINED EXISTING FACILITIES, OR FOR OTHER REASONS, THE CONTRACTOR MAY DESIRE TO INSTALL THE WORK IN A MANNER DIFFERENT FROM THAT SHOWN. SUCH CHANGES SHALL BE PRESENTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING, AND THE RECORD DRAWINGS SHALL BE ACCURATELY REVISED TO SHOW THE CHANGES AS COMPLETED. DO NOT SCALE FOR MATERIAL QUANTITIES. ALL SCALING SHOULD BE REFERENCED TO ARCHITECTURAL PLANS ONLY. 11. IF ANY EQUIPMENT SUBMITTED BY THE CONTRACTOR IS DIFFERENT FROM THAT SPECIFIED, OR REQUIRES CHANGES IN MATERIAL OR LABOR FROM THAT REQUIRED IN THE CONTRACT DOCUMENTS AFFECTING THIS AND/OR OTHER TRADES, SUCH CHANGES SHALL BE SUBMITTED AS SHOP DRAWINGS. SUBMITTALS SHALL INDICATE CREDIT DUE TO OWNER. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT OF ALL CHARGES RESULTING FROM ADDITIONS OR CHANGES IN THE WORK OF OTHER TRADES NECESSARY TO ACCOMMODATE THE REQUESTED MODIFICATION. ALL CHANGES SHALL BE SHOWN ON CONTRACTOR'S RECORD AND AS-BUILT DRAWINGS. ALL REVISED EQUIPMENT SHALL BE APPROVED BY CITY INSPECTOR AND A.H.J. PRIOR TO START OF WORK. 12. UNLESS INSTRUCTED OTHERWISE, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS, AND FEES REQUIRED FOR INSTALLATION OF ALL THE WORK AND ALL OTHER AGENCIES HAVING JURISDICTION OVER SERVICES TO THIS BUILDING. FURNISH FINAL CERTIFICATE OF INSPECTION OR WRITTEN EVIDENCE OF ACCEPTANCE BY INSPECTION AUTHORITIES FOR ALL WORK INSTALLED. 13. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENT OF DEMOLITION AND NEW CONSTRUCTION, FOR EXACT PLUMBING FIXTURE LOCATIONS AND QUANTITIES, EQUIPMENT, DEVICES, ETC. 14. ALL PLUMBING EQUIPMENT STATUS (ON, OFF, FAIL/ALARM) SHALL BE MONITORED BY LOCAL/BUILDING BMS. THESE INCLUDE WATER HEATERS, PUMPS, WATER SOFTENERS, HEAT EXCHANGERS, FLOOD SENSORS, ETC. COORDINATE BMS MONITORING WITH BMS CONTRACTOR PRIOR TO START OF WORK. 15. PROVIDE A COMPLETE PLUMBING SYSTEM FOR ALL AREAS IN SCOPE OF WORK INCLUDING PLUMBING FIXTURE ROUGH-INS AND ALL UTILITY PIPING. PROVIDE ROUGH-INS, EXTEND ALL PIPING (WASTE, VENT, COLD WATER, HOT WATER, ETC.) TO ALL FIXTURES AND APPLIANCES AS INDICATED ON THE ARCHITECTURAL DRAWINGS. PROVIDE ACCESSIBLE ISOLATION VALVES FOR CW AND HW AT EACH INDIVIDUAL PLUMBING FIXTURE (INCLUDING CHROME PLATED ANGLE STOPS AND P-TRAPS) AND EQUIPMENT. 16. SHUT OFF VALVES, WATER CONTROL DEVICES, ETC. SHALL BE THE SAME SIZE AS PIPING SERVED, UNLESS NOTED OTHERWISE. ALL BRANCH LINES FOR DOMESTIC HOT AND COLD WATER SHALL BE PROVIDED WITH LINE SIZED ISOLATION VALVE WITH ACCESS DOOR. 17. ALL CHROME PLATED ANGLE STOPS AT CW AND HW SUPPLY LINES SHALL BE INSTALLED AS CLOSE TO THE WALL AS POSSIBLE WITH CHROME PLATED ESCUTCHEON. ANY EXPOSED COPPER PIPING UPSTREAM OF ANGLE STOP SHALL HAVE CHROME FINISH. 18. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONAL LAYOUTS AND EXACT LOCATIONS OF PLUMBING FIXTURES, FLOOR DRAINS, DOWNSPOUT NOZZLES, AREA DRAINS, ETC. WHERE DIMENSIONS ARE NOT GIVEN CENTERLINE FIXTURE PLACEMENT, MOUNTING HEIGHTS, SPOUT HEIGHTS, ETC., SHALL BE IN COMPLIANCE WITH THE FEDERAL ADA REQUIREMENTS AND THE CURRENT BUILDING AND PLUMBING CODES. 19. ALL PLUMBING SYSTEM SHALL BE LISTED FOR ITS INTENDED USE AND SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 20. UNLESS OTHERWISE SPECIFIED, ALL PLUMBING ITEMS SHALL BE THE PRODUCT OF MANUFACTURERS REGULARLY ENGAGED IN THEIR MANUFACTURE. ALL ITEMS OF A GIVEN TYPE SHALL BE THE PRODUCTS OF THE SAME MANUFACTURER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CURRENT REQUIREMENTS WITH THE MANUFACTURER OF THE PRODUCTS USED ON THE PROJECT AND NOTIFY THE OWNER'S REPRESENTATIVE IF ANY DISCREPANCIES ARE FOUND BEFORE THE PURCHASE OF THE PRODUCT AND PRIOR TO INSTALLATION WORK OF ANY OWNER-FURNISHED PRODUCTS. 21. PROVIDE FULL PORT TYPE BALL VALVE FOR DOMESTIC WATER SYSTEM. BUTTERFLY VALVES SHALL NOT BE ALLOWED. 22. FURNISH EQUIPMENT AND ACCESSORIES NEW AND FREE FROM DEFECTS. 23. PLUMBING SYSTEM COMPONENTS, EQUIPMENT AND APPURTENANCES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS, RECOMMENDATIONS CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND ALL ACCESSORIES AND DEVICES REQUIRED FOR A COMPLETE OPTIMUM WORKABLE INSTALLATION. 24. PROVIDE MINIMUM 18" X 18" ACCESS PANELS IN WALLS FOR SHUT-OFF VALVES, TRAP PRIMERS, AND WATER HAMMER ARRESTORS, OR LOCATE ABOVE ACCESSIBLE CEILINGS. LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. ALL ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED ABOVE THE AREAS OF GYPSUM BOARD CEILINGS WITHOUT PERMISSION OF THE ARCHITECT. ALL REQUIRED SHUT-OFF AND CONTROL VALVES SHALL BE ACCESSIBLE. REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR ACCESS PANEL TYPE , AND LOCATION. ACCESS PANEL SIZE SHALL BE BASED ON CODE AND MANUFACTURER’S REQUIREMENTS. 25. PROVIDE SERVICE CLEARANCE FOR ALL VALVES, AND EQUIPMENTS PER MANUFACTURER'S RECOMMENDATIONS. ALL VALVES INCLUDING BEHIND ACCESS DOORS SHALL BE WITHIN 24" REACHABLE DISTANCE. 26. BARRIER FREE PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND INSTALLED WITH ALL RELATED ACCESSORIES AND SPACES AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND AMERICANS WITH DISABILITIES ACT (ADA). ALL FIXTURE TRAPS, PIPING AND VALVES UNDER THE FIXTURE SHALL BE INSULATED WITH A FACTORY PREFORMED INSULATION IN COMPLIANCE WITH ASTM E 84. REFER TO DIVISION 22 PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 27. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. INSULATE ALL FITTINGS, VALVES, STRAINERS, ETC., BY EITHER PREFABRICATION OR BY FABRICATING FITTINGS FROM METERED SEGMENTS OF PIPE INSULATION TO AN EQUAL THICKNESS OF ADJOINING PIPE INSULATION. ABOVE GROUND PIPING INSULATION SHALL CONSIST OF 3 LB. DENSITY FIBERGLASS, ONE PIECE MOLDED SECTIONAL PIPE-COVERING COMPLYING WITH ASTM C547-95, TYPE 1, WITH A MAXIMUM K FACTOR OF 0.23 AT 75°F MEAN TEMPERATURE, AND FLAMESPREAD RATING OF 25 MAX. AND SMOKE DEVELOPED RATING OF 50 MAX., WITH A LAMINATE OF WHITE KRAFT PAPER FACING, GLASS SCRIM REINFORCING AND ALUMINUM FOIL WITH A SELF SEALING LAP. 28. ALL CONDENSATE DRAIN PIPING (INCLUDING CNDS AND FOCD) SHALL BE INSULATED SIMILAR TO HOT WATER PIPING INSULATION'S MATERIALS AND THICKNESS. 29. INSULATE INDIRECT DRAIN LINES FROM REFRIGERATORS, FREEZERS, ICE BINS, ETC., TO PREVENT CONDENSATION. INSULATE ALL WASTE PIPING RECEIVING CONDENSATE DRAIN INCLUDING THE RECEPTOR DRAIN BODY. INSULATION SHALL BE SIMILAR TO HOT WATER PIPING INSULATION'S MATERIALS AND THICKNESS. 30. ALL FIRST HORIZONTAL LINES OR FIRST FORTY FEET OF STORM AND OVERFLOW DRAIN PIPING ABOVE GRADE (WHICHEVER IS GREATER), WITHIN BUILDING RECEIVING RAINWATER SHALL BE INSULATED WITH 1/2" THICK INSULATION. 31. EACH DOMESTIC WATER PIPING CONNECTION TO KITCHEN/PANTRY EQUIPMENTS AND APPLIANCES INCLUDING ICE MAKERS, REFRIGERATORS, COFFEE MAKERS, WATER DISPENSERS, ETC., SHALL BE PROVIDED WITH APPROVED DOUBLE CHECK VALVE AND ISOLATION VALVE. 32. PROVIDE PIPING ISOLATION ON STUD WALL USING 1/4" FELT OR NEOPRENE ISOLATION, OR APPROVED SMWF ISOLATOR. 33. CIRCULATING HOT WATER SYSTEMS SHALL BE PROVIDED WITH CIRCULATING PUMP(S) AND CONTROLS EQUIPPED WITH A CONTROL (AQUASTAT) CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP(S) WHEN HOT WATER TEMPERATURES ARE ACHIEVED. CIRCULATING PUMPS SHALL BE AUTOMATICALLY TURNED OFF DURING NON BUSINESS HOURS (TIME CLOCK). 34. ENSURE ALL ACCESSIBLE WATER CLOSET TRIP LEVERS SHALL BE MOUNTED ON THE WIDE SIDE. 35. SHOWER VALVES SHALL BE PRESSURE BALANCED TYPE AND ADA COMPLIANT AS CALLED OUT IN THE ARCHITECTURAL PLANS. SHOWER VALVES SHALL EACH HAVE HOT AND COLD WATER CHECK STOPS AND MAXIMUM TEMPERATURE LIMIT STOPS. 36. HORIZONTAL SOIL, WASTE, AND TRAP PRIMER PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED WITHIN WALLS, BELOW FINISH FLOOR, OR BELOW FINISH SLAB AS APPLICABLE UNLESS NOTED OTHERWISE. ALL OTHER HORIZONTAL PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED ABOVE CEILING OR WITHIN WALLS AS APPLICABLE UNLESS NOTED OTHERWISE. ALL VERTICAL PIPING SHALL BE INSTALLED CONCEALED WITHIN WALLS UNLESS NOTED OTHERWISE. NO PIPING SHALL BE INSTALLED IN EXPOSED LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH ON PLANS. 37. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD REQUIRED BY CURRENT CALIFORNIA PLUMBING CODE, DIVISION 22 AND AUTHORITIES HAVING JURISDICTION. 38. ALL VENTS THRU ROOF SHALL BE MINIMUM OF THREE FEET VERTICALLY AND TEN FEET HORIZONTALLY FROM AIR CONDITIONING EQUIPMENT FRESH AIR INTAKES, WINDOWS, DOORS OR OTHER OPENINGS, AND SHALL COMPLY WITH AUTHORITIES HAVING JURISDICTION'S REQUIREMENTS. 39. COORDINATE ALL EQUIPMENT WITH ELECTRICAL SECTION PRIOR TO START OF WORK FOR AVAILABLE VOLTAGES AT EQUIPMENT LOCATIONS. 40. PROVIDE PIPE SLEEVES TO ALL PIPING PASSING THROUGH NEW MASONRY, CONCRETE, STRUCTURAL WALL. PROVIDE FIRE RATED CAULKING OF SAME RATING AS THE WALL AND SHALL HAVE AUTHORITY HAVING JURISDICTION APPROVALS. 41. A MINIMUM 1/2" CLEARANCE SHALL BE PROVIDED AROUND PIPES AT ALL PENETRATIONS THROUGH WALLS AND ROOF. THE GAP SHALL BE PACKED TIGHTLY WITH LOOSE, LIGHTWEIGHT INSULATION THROUGH NON RATED WALLS, AND APPROVED U.L. LISTED FIRE SAFING MATERIAL FOR RATED WALLS AND FLOORS. WALL/FLOOR PENETRATIONS SYSTEMS SHALL MATCH OR EXCEED THE RATING OF THE WALL/FLOOR. 42. CONTRACTOR TO PROVIDE APPROVED WATER TIGHT SEAL AROUND ALL NEW PENETRATIONS THRU ROOF. REFER TO ARCHITECTURAL DWGS. FOR DETAILS OF ALL PENETRATIONS THRU ROOF. 43. PROVIDE AND INSTALL WATER HAMMER ARRESTORS WITH ACCESS PANELS OF REQUIRED SIZE NEAR ALL QUICK CLOSING VALVES, MANUFACTURER AND MODEL NUMBER SHALL BE PER SPECIFICATIONS AND SIZES PER MANUFACTURER REQUIREMENTS. 44. ALL CLEANOUTS SHALL BE ACCESSIBLE. CLEANOUTS SHALL BE INSTALLED PER CURRENT CPC AND AUTHORITIES HAVING JURISDICTION'S REQUIREMENTS. PROVIDE WALL CLEANOUT ACCESS COVERS SIMILAR TO JR SMITH 4700 SERIES. COORDINATE COLOR AND FINISH WITH ARCHITECT. PROVIDE A CLEANOUT FOR EVERY FIXTURE IN RESTROOM, AT EACH URINAL VENT ABOVE SANITARY TEE CONNECTION, AT START OF SANITARY SEWER RUN, AT EACH END OF SANITARY LINE SERVING PLUMBING FIXTURES. ON THE HORIZONTAL RUN OF WASTE PIPING, PROVIDE CLEANOUTS AT EVERY 75 FEET, OR FRACTION THEROF. 45. ALL SANITARY DRAINAGE PIPING SHALL BE SLOPED NOT LESS THAN 2% UNLESS OTHERWISE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 46. ALL HOSE BIBBS, WALL HYDRANTS AND JANITORIAL SERVICE SINKS SHALL BE EQUIPPED WITH APPROVED, PERMANENTLY INSTALLED ATMOSPHERIC TYPE VACUUM BREAKER. HOSE BIBB SHALL BE INSTALLED 18" ABOVE FINISH FLOOR OR GRADE, UNLESS OTHERWISE NOTED. 47. PROVIDE APPROVED ACCESSIBLE SHUT OFF VALVE UPSTREAM OF EACH HOSE BIBB AND WALL HYDRANT. 48. ALL PIPING AND EQUIPMENT SUPPORT AND SEISMIC BRACING SHALL BE A CONTRACTOR'S DESIGN AND BUILD RESPONSIBILITY IN ACCORDANCE WITH STANDARDS ACCEPTABLE TO AUTHORITIES-HAVING-JURISDICTION, GUIDELINES FOR SEISMIC RESTRAINTS OF PLUMBING SYSTEMS PER SMACNA CURRENT EDITION, IPC CURRENT EDITION. DESIGN SUPPORTS FOR MULTIPLE PIPES, INCLUDING PIPE STANDS, CAPABLE OF SUPPORTING COMBINED WEIGHT OF SUPPORTED SYSTEMS, SYSTEM CONTENTS, AND TEST WATER. DESIGN EQUIPMENT SUPPORTS CAPABLE OF SUPPORTING COMBINED OPERATING WEIGHT OF SUPPORTED EQUIPMENT AND CONNECTED SYSTEMS AND COMPONENTS. DESIGN SEISMIC-RESTRAINT HANGERS AND SUPPORTS FOR ALL PIPING AND EQUIPMENT AND OBTAIN APPROVAL FROM AUTHORITIES HAVING JURISDICTION. PROVIDE PIPE SUPPORT TO ALL UNDER-SLAB ABOVE GROUND P-TRAPS. 49. SUPPORT ALL PLUMBING WORK AND PIPING FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER UTILIZING PIPE SUPPORTS ETC. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS FOR EQUIPMENT, FURNISH ADDITIONAL STEEL FRAMING. 50. ALL PIPING ON THE ROOF SHALL BE PROVIDED WITH PIPE SUPPORT EQUAL TO MIRO MODEL 2.5-CS-7 ROOFTOP SUPPORT WITH GALVANIZED CHANNEL AND CLAMP. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR ALL INSTALLATION. 51. PROVIDE FURRED-OUT GYPSUM BOARD WALL ENCLOSURE FOR PLUMBING AND PIPING OTHERWISE EXPOSED TO VIEW IN FINISHED SPACES. 52. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH CODE-APPROVED ACCESSIBLE TRAP PRIMERS. CONCEALED TRAP PRIMER VALVES SHALL BE PROVIDED WITH ACCESS PANELS. 53. DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE TO LOWER FLOORS. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS, SHALL BE PROVIDED WITH LINE-SIZE SHUT-OFF VALVES. 54. STORM AND OVERFLOW DRAINS AND PIPING SHALL BE SIZED BASED ON 4 INCHES RAINFALL INTENSITY PER HOUR PER AUTHORITIES HAVING JURISDICTION STANDARD, AND SHALL BE TESTED IN ACCORDANCE WITH THE PROVISIONS OF CURRENT CPC. 55. NO PIPING, LEAK PROTECTION APPARATUS, OR OTHER FOREIGN EQUIPMENT ARE ALLOWED INSIDE DATA AND TELECOMMUNICATION ROOMS, ELECTRICAL ROOM AND OVER THE ELECTRICAL EQUIPMENT PER NEC. ONLY SPRINKLER HEADS AND PIPING SERVING THE ELECTRICAL AND DATA ROOM IN ACCORDANCE WITH NFPA STANDARDS ARE ACCEPTED INSIDE. 56. PROVIDE STAINLESS STEEL DRAIN PAN WITH 1" DRAIN PIPING UNDERNEATH ANY EXISTING PLUMBING PIPING RUNNING OVER AND THROUGH NEW ELECTRICAL AND I.T. ROOMS. TERMINATE DRAIN PIPING AT 1" BELOW CEILING AT GENERAL AREA AS DIRECTED BY ARCHITECT. PROVIDE DECORATIVE ESCUTCHEON WITH COLOR FINISH AS INSTRUCTED BY ARCHITECT. 57. NO PIPING, DUCTS, LEAK PROTECTION APPARATUS, OR OTHER FOREIGN EQUIPMENT ARE ALLOWED INSIDE THE ELEVATOR MACHINE ROOM AND ELEVATOR SHAFT PER ASME A17.1A RULE 102. ONLY SPRINKLER HEADS AND PIPING SERVING THESE ROOMS IN ACCORDANCE WITH NFPA STANDARDS ARE ACCEPTED INSIDE. REROUTE PLUMBING, FIRE MAIN LINES AND OTHER PIPING OUTSIDE THESE AREAS. 58. ROOMS CONTAINING FIRE PUMPS SHALL BE FREE FROM STORAGE AND PENETRATIONS NOT ESSENTIAL TO THE OPERATION PER CURRENT NFPA 20 EDITION THAT IS APPLICABLE TO THIS PROJECT. 59. NO PLUMBING EQUIPMENT, SYSTEM, PIPING, DRAINS OR VENTS THAT DO NOT SERVE THE EXIT STAIR ENCLOSURE, EXIT STAIR VESTIBULE ENCLOSURE, OR EXIT PASSAGEWAY CAN BE ROUTED THROUGH, OR IN (INCLUDING THE WALLS) OF THE EXIT STAIR ENCLOSURE, STAIR VESTIBULE ENCLOSURE, AND EXIT PASSAGEWAYS PER CURRENT CALIFORNIA BUILDING CODE EDITION, EXCEPT FOR THOSE SERVING THE EXIT PASSAGEWAY SUCH AS FIRE SPRINKLER PIPING, AND STANDPIPES IN ACCORDANCE WITH CURRENT NFPA STANDARDS. 60. ALL BACKFLOW DEVICES SHALL BE TESTED BY A CERTIFIED BACKFLOW TESTING TECHNICIAN WITH THE RESULTS DOCUMENTED ON FORMS PROVIDED BY THE DEPT. OF HEALTH SERVICES CROSS CONNECTION CONTROL DIVISION. THE FORMS SHALL BE REGISTERED WITH THE ABOVE AGENCY AND COPIES OF THE FORMS SHALL BE PRESENTED TO THE CITY BUILDING INSPECTOR PRIOR TO FINAL APPROVAL. 61. CONTRACTOR TO BALANCE THE WHOLE ENTIRE HOT WATER RETURN SYSTEM OF THE BUILDING TO ENSURE ADEQUATE HOT WATER TEMPERATURE AT EVERY HOT WATER RETURN LOOP. 62. TESTING AND COMMISSIONING CONTRACTOR SHALL BE INDEPENDENT OF THE INSTALLING CONTRACTORS WITH AT LAST THREE YEARS OF EXPERIENCE. TEST NEW EQUIPMENT CONTROLS FOR OPTIMUM PERFORMANCE AND MAKE NECESSARY ADJUSTMENTS IN THE PRESENCE OF A FACTORY-AUTHORIZED REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER. PERFORM ANY ADDITIONAL TESTS REQUIRED TO OBTAIN OPTIMUM WORKING PLUMBING SYSTEM PERFORMANCE. ALL TESTS ON THE PLUMBING SYSTEM SHALL BE PERFORMED TO THE SATISFACTION OF THE LOCAL PLUMBING INSPECTOR AND THE OWNER'S REPRESENTATIVE. SUBMIT TESTING REPORTS FOR RECORD. 63. ALL PIPING SHALL BE PROVIDED WITH SEISMIC JOINTS OR SEISMIC LOOP CONNECTIONS WHEN CROSSING STRUCTURAL SEISMIC JOINT. SEISMIC JOINTS SHALL BE ICBO LISTED AND OR APPROVED BY THE AUTHORITIES HAVING JURISDICTION. 64. ALL EMERGENCY SHOWERS AND EYE WASH SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS, TITLE 8, SECTION 5162. 65. PROVIDE WEATHER-PROOF PAINTING FOR ALL EXPOSED EXTERIOR PIPING WITH PRIMER AND WEATHER-PROOF EXTERIOR PAINT PER ANSI A13.1, AND AS REQUIRED BY AUTHORITIES-HAVING-JURISDICTION. PAINT SHALL BE COMPATIBLE WITH METAL PIPING FOR GAS, AND COPPER FOR DOMESTIC WATER AND CONDENSATE DRAIN. COORDINATE PAINTING WITH ARCHITECT. 66. DOMESTIC WATER PIPING, FITTINGS, VALVES, AND APPURTENANCES SHALL BE LEAD-FREE IN COMPLIANCE WITH STATE AND A.H.J. REQUIREMENTS. 67. PROVIDE AND COORDINATE WITH GENERAL CONSTRUCTION FOR THE PROVISION OF TEMPORARY RESTROOM FACILITY AS REQUIRED BY OWNER. 68. COORDINATE ALL POINTS-OF-CONNECTION TO MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. 69. ALL PUBLIC LAVATORY FAUCETS SHALL BE SELF-CLOSING OR METERED TYPE APPROVED BY AUTHORITIES HAVING JURISDICTION. 70. LAVATORIES SHALL HAVE A WATER TEMPERING DEVICE THAT COMPLIES WITH ASSE 1070 OR CSA B125.3. WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL TO MEET THIS PROVISION. 71. PROVIDE A FIRE FLOW TEST REPORT, PERFORMED BY THE CITY OF SANTA ANA WATER DEPARTMENT PRIOR TO START OF WORK. 72. ANY DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS, RISER DIAGRAMS, FLOOR PLANS, CODES AND ORDINANCES, THE MORE STRINGENT, LARGER SIZE, AND THE HIGHEST STANDARD SHALL APPLY. 73. REFER TO ACOUSTICAL CONSULTANT'S GUIDELINES FOR ADDITIONAL INSTRUCTIONS AND LOCATIONS OF ACOUSTICALLY SENSITIVE ROOMS. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:43:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P0.1 PLUMBING GENERAL NOTES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SS-1 SERVICE SINK SEE PLANS 3 2 3/4 3/4 3 3 3 TMV-1 MASTER THERMOSTATIC MIXING VALVE ROOF - - - - - - -LEONARD MODEL TM-2020B-3PS-LF. SEE DETAIL-5/ R1-P9.6 FOR DETAIL, SET AT 140 DEG-F OUTLET HW TEMP. PROVIDE WITH APPROVED SEISMIC BRACING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WC-1 WATER CLOSET SEE PLANS 3 2 3/4 - 3 2.5 -AMERICAN STANDARD AFWALL 3351.511 (IAPMO #0677) WALL-MOUNTED ELONGATED WITH TOP-SPUD INLET, ADA COMPLIANT, 1.1 GPF SELECTRONIC FLUSH VALVE, BATTERY POWERED SENSOR ACTIVATED, SEAT: OPEN FRONT LESS COVER, CARRIER: JR SMITH 210Y. WC-2 WATER CLOSET, PUBLIC, ADA SEE PLANS 4 2 1-1/2 - 4 5 -SAME AS WC-1 EXCEPT INSTALLED PER ADA REQUIREMENTS. L-1 LAVATORY SEE PLANS 2 2 1/2 1/2 1 1 1 AMERICAN STANDARD LUCERNE 0356.421 (IAPMO #0677), WALL HUNG WITH CONCEALED ARMS SUPPORT, FRONT OVERFLOW, ADA COMPLIANT, FAUCET: SLOAN OPTIMA "SOLIS" MODEL EAF-275-ISM, SOLAR POWERED BATTERY BACK-UP SENSOR ACTIVATED ELECTRONIC FAUCET WITH INTEGRAL SPOUT TEMP. MIXER, 0.35 GPM FLOW (IAPMO #4567). L-2 LAVATORY, PUBLIC, ADA SEE PLANS 2 2 1/2 1/2 1 1 1 SAME AS L-1 EXCEPT INSTALLED PER ADA REQUIREMENTS. TP-1 TRAP PRIMER SEE PLANS - - - - - - -MIFAB MR-500 UPC LISTED, ACTIVATE AT 3 PSI PRESS. DROP, WITH FILTER SCREEN, BUILT-IN AIR GAP FITTING, PIPE DISTRIBUTION SYSTEM TO 6 DRAIN TRAPS. PROVIDE WITH ACCESS PANEL TO SERVE ALL FD, FS, AND INDIRECT DRAINS. INSTALL PER MFR'S. RECOMMENDATIONS. TP-2 TRAP PRIMER SEE PLANS - - - - - - -ZURN Z1020-CW-DU4 IAPMO #4864, FLUSH MOUNTED TO WALL WITH VANDAL-PROOF STAINLESS STEEL COVER. COORDINATE 120V POWER REQUIREMENTS WITH ELECTRICAL CONTR. INSTALL PER MFR'S. RECOMMENDATIONS. PROVIDE WHA-1 AS REQUIRED. WHA-A WATER HAMMER ARRESTER SEE PLANS - - - - - - - PPP SC SERIES, INSTALL SIZES PER MANUFACTURER'S RECOMEMNDATIONS. PROVIDE WITH ACCESS PANEL. COORDINATE LOCATION WITH ARCHITECT. FD-1 FLOOR DRAIN SEE PLANS 2 2 - - - - - MIFAB F1000-S UPC LISTED, WITH 6"X6" STAINLESS STEEL RECTANGULAR HEAVY-DUTY VANDAL-RESISTANT STRAINER AND TRAP PRIMER CONNECTION. OD-1 ROOF DRAIN OVERFLOW SEE PLANS - - - - - - - JR SMITH FIG. 1010, CAST IRON VANDAL PROOF LOW PROFILE DOME WITH WATER DAM 2" HIGHER THAN FINISH ROOF LEVEL, UNDERDECK CLAMP. PD-1 PLANTER DRAINS SEE PLANS 3 - - - - - - JR SMITH 2671 WITH STAINLESS STEEL SCREEN, FLITER FABRIC, 12"x12"x12" GRAVEL AROUND. TD-1 TRENCH DRAINS SEE PLANS 3 - - - - - - ACO KS100S KLASSIKDRAIN WITH ADA GRATE TYPE 478Q - DUCTILE IRON, HEEL PROOF, CLASS E. SEE PLANS FOR PIPE OUTLET SIZE. AD-1 AREA DRAINS SEE PLANS - - - - - - - JR SMITH FIG. 1470, VANDAL PROOF GRATE, UNDERDECK CLAMP. COORDINATE COLOR FINISH WITH ARCHITECT. SEE FLOOR PLANS FOR OUTLET SIZE. FS-1 FLOOR SINK SEE PLANS 2 2 - - - - - JR SMITH 3101 WITH OUTLET SAME AS PIPE SIZE, 1/2 GRATE, SEDIMENT BUCKET. RR-1 ROOF RECEPTOR SEE PLANS 2 2 - - - - - JR SMITH FIG. 3980, WITH WATER DAM 2" HIGHER THAN FINISH ROOF. ED-1 EMERGENCY DRAIN SEE PLANS 2 2 - - - - - MIFAB F1000 WITH HEAVY DUTY TRAFFIC RATED 7" DIA. STAINLESS STEEL STRAINER. RD-1 ROOF DRAIN SEE PLANS - - - - - - - JR SMITH FIG. 1010, CAST IRON VANDAL PROOF LOW PROFILE DOME, UNDERDECK CLAMP. OAD-1 OVERFLOW AREA DRAINS SEE PLANS - - - - - - - SAME AS AD-1 EXCEPT PLACED AT HIGHER ELEVATION. HB-1 HOSE BIB SEE PLANS - - 3/4 - - 2.5/1 - ARROWHEAD 353-LF-BFP-LK. PROVIDE ACCESSIBLE SOV UPSTREAM OF EACH HB. ES-1 EYEWASH STATION SEE PLANS - - 3/4 - - - - HAWS MODEL 7460, 5 GPM NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE SPECS., LOCATIONS, ADDITIONAL INSTRUCTIONS, AND COLOR FINISHES. 2. INSTALL ALL ITEMS PER MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE ACCESSIBLE WHA-1 TO ALL QUICK CLOSING VALVES, INCLUDING DISHWASHERS, FLUSH VALVES, ETC. 4. COORDINATE ACC (ACCESS CODE COLLABORATION) REQUIREMENTS WITH ARCHITECT. PLUMBING FIXTURES SCHEDULE (RES. BLDG.) MARK NO.DESCRIPTION LOCATION MIN. ROUGH-IN CONN. (INCHES) SS (DFU)CW (WSFU) HW (WSFU)REMARKS SS V CW HW SP-1,2 SUMP PUMP, DUPLEX SYSTEM 2 BASEMENT 2 HP (1 HP EACH) -3450 460 3 50 GPM EACH 61' - -WEIL 2442-3450 DUPLEX SUBMERSIBLE TYPE, WITH AUTOCOUPLING GUIDE RAIL CONFIGURATION 2613 REMOVAL, CONTROL PANEL, ALTERNATOR, CONTROL TRANSFORMER, STARTER, INTRIST. SWITCH RELAY, AUDIO/VISUAL ALARM. COORD. ELECT. RQMTS. WITH ELECT. CONTR. AND MONITORING WITH BMS CONTR. INSTALL PER MFR'S RECOMMENDATIONS. NOTES: 1. INSTALL ALL UNITS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE APPROVED SEISMIC BRACING, 6"H HOUSE-KEEPING PAD. 3. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO START OF WORK. 4. COORDINATE BMS MONITORING WITH BMS CONTRACTOR PRIOR TO START OF WORK. 5. PROVIDE LISTED MANUFACTURER OR EQUAL. CP-L06 ZONED INLINE CIRCULATING PUMP, FOR EWH-L06 1 LEVEL-06 0.75 - - 115 1 17 GPM 48' - - BELL & GOSSETT ECOCIRCL- XL-65-130 ALL BRONZE LEAD-FREE CONSTRUCTION, UL AND NSF LISTED, RATED AT 230°F, FOR HOT WATER RETURN, 100% BACK-UP. PROVIDE SEISMIC BRACING, APPROVED AQUASTAT AND 24 HR/7 DAY TIME CLOCK, WEATHER-PROOF ENCLOSURE ON ROOF. WS-1 WATER SOFTENER 1 ROOF -SEE REMARKS - - - SALT: 1400 LBS; PEAK FLOW RATE PER TANK: 94 GPM - - AREA: 192”W x 31”D CUSTOM H2O CH7224WS2QPS WITH CH5030BT 8 AMPS, FOUR OUTLETS NECESSARY ON ONE 20A CIRCUIT, WITH 2" CONTROL VALVE AT EACH TANK, ALTERNATING FLOW, CONTROLS: FULLY AUTOMATIC FACTORY WIRED FACTORY MOUNTED UNIT, HARDNESS MONITOR, 120 V, WITH CONTROL PANEL AND ALARM SYSTEM, 2 RESIN TANKS, 1 BRINE TANK, PLUS 4-FT CLEAR IN FRONT, 1-FT CLEAR IN HT. PROVIDE WITH APPROVED VACUUM RELIEF VALVE, SEISMIC RESTRAINT, AND 6"H HOUSEKEEPING PAD. COORD. ELECT. RQMTS. WITH ELECT. CONTR. AND MONITORING WITH BMS CONTR. INSTALL PER MFR'S RECOMMENDATIONS. CONTACT CHRIS MACKNIGHT OF CUSTOM H2O AT PHONE: 714-305-9015. GI-1 GREASE INTERCEPTOR 1 BASEMENT - - - - - 1500 GAL - - 6' x 11' x 6'H JENSEN PRECAST JP1500G PROVIDE UPC LISTED, TRAFFIC TYPE, CONCRETE PRECAST WITH BIOCRETE TYPE CONCRETE. COORDINATE LOCATION AND DEPTH WITH STRUCTURAL ENGINEER. PROVIDE WITH TRAFFIC TYPE SAMPLING BOX. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. SE-1,2 SEWAGE EJECTOR DUPLEX SYSTEM 2 BASEMENT 15 HP (7.5 HP EACH) - 1750 460 3 300 GPM EACH 43' - - HOMA AMS434-200/7,5T/C FM DUPLEX SUBMERSIBLE TYPE, EXPLOSION PROOF MOTOR, WITH AUTOCOUPLING GUIDE RAIL CONFIGURATION 2613 REMOVAL, CONTROL PANEL, ALTERNATOR, CONTROL TRANSFORMER, STARTER, INTRIST. SWITCH RELAY, AUDIO/VISUAL ALARM. COORD. ELECT. RQMTS. WITH ELECT. CONTR. AND MONITORING WITH BMS CONTR. INSTALL PER MFR'S RECOMMENDATIONS. CWM-1 COLD WATER METER 1 SEE DETAILS ON R1-P9.4 FOR LOCATIONS - - - - - 1" - - - BADGER E-SERIES G2® ULTRASONIC INLINE METERS WITH BMS REMOTE MONITORING. COORDINATE WITH BMS CONTRACTOR FOR MONITORING PRIOR TO START OF WORK. HWM-1 COLD WATER METER 1 SEE DETAILS ON R1-P9.4 FOR LOCATIONS - - - - - 1" - - - BADGER E-SERIES G2® ULTRASONIC INLINE METERS WITH BMS REMOTE MONITORING. COORDINATE WITH BMS CONTRACTOR FOR MONITORING PRIOR TO START OF WORK. FCS-1 DOM. WATER BACKFLOW PREVENTER FLOOD CONTROL 1 LEVEL P1 - - - - - - - - - ZURN FCISAST FLOOD CONTROL SYSTEM REFER TO CIVIL DRAWINGS FOR BACKFLOW PREVENTER LOCATION AND SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS FOR POWER CONNECTION. CONNECT TO BUILDING AUTOMATION SYSTEM AS REQUIRED. CP-1,2 CIRCULATING PUMP, DUPLEX FOR GWH-1,2,3 2 ROOF 0.75 - - 115 1 17 GPM 48' - - BELL & GOSSETT ECOCIRCL- XL-65-130 ALL BRONZE LEAD-FREE CONSTRUCTION, UL AND NSF LISTED, RATED AT 230°F, FOR HOT WATER RETURN, 100% BACK-UP. PROVIDE SEISMIC BRACING, APPROVED AQUASTAT AND 24 HR/7 DAY TIME CLOCK, WEATHER-PROOF ENCLOSURE ON ROOF. CP-L15 ZONED INLINE CIRCULATING PUMP, FOR EWH-L15 1 LEVEL-15 0.75 - - 115 1 17 GPM 48' - - BELL & GOSSETT ECOCIRCL- XL-65-130 ALL BRONZE LEAD-FREE CONSTRUCTION, UL AND NSF LISTED, RATED AT 230°F, FOR HOT WATER RETURN, 100% BACK-UP. PROVIDE SEISMIC BRACING, APPROVED AQUASTAT AND 24 HR/7 DAY TIME CLOCK, WEATHER-PROOF ENCLOSURE ON ROOF. EQUIPMENT SCHEDULE (RES. BLDG.) MARK NO. DESCRIPTION QTY. LOCATION MOTOR DATA CAPACITY HEAD (FT) OP. WT. (LBS)DIMENSIONS MAKE MODEL REMARKS HP KW RPM VOLTS PHASE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 5/9/2025 1:43:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P0.2 PLUMBING SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 IN (F) OUT (F) GWH-2 ROOF 32"W x 54"D x 70"H 60 140 16 120 1 800 N/A 23.6 760 INTELLIHOT iQ751, Gen II GWH-3 ROOF 32"W x 54"D x 70"H 60 140 16 120 1 800 N/A 23.6 760 INTELLIHOT iQ751, Gen II GWH-1 ROOF 32"W x 54"D x 70"H 60 140 16 120 1 800 N/A 23.6 760 INTELLIHOT iQ751, Gen II CSA CERTIFIED, RATED FOR OUTDOOR INSTALLATION, WITH MAINTENANCE-FREE POWERED ANODE, 120V FOR CONTROLS, IGNITER AND BLOWER, POWER DIRECT VENTING, REMOTE MONITORING, LEAK DETECTION AND FAULT ALERT, FLAME ROD, THERMAL FUSE, OVERHEAT PREVENTION DEVICE, FAN SPEED MONITOR, FLUE TEMPERATURE MONITOR, BLOCKED VENT DETECTOR, DUAL FLAME SENSING, CONDENSATE NEUTRALIZATION KIT, ALARM BELL, COMPLETE WITH ALL OPTIONS AND ACCESSORIES FOR OPTIMUM PERFORMANCE. PROVIDE WITH APPROVED SEISMIC RESTRAINT, WEATHER-PROOF FLUE CAP, AND 6"H HOUSEKEEPING PAD. COORD. ELECTRICAL REQUIREMENTS WITH ELECT. CONTR. INSTALL PER MFR'S RECOMMENDATIONS. COORDINATE STATUS MONITORING WITH BMS CONTRACTOR. GAS WATER HEATER SCHEDULE (RES. BLDG.) NOTES: 1. INSTALL ALL UNITS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE APPROVED SEISMIC BRACING, 6"H HOUSE-KEEPING PAD. 3. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO START OF WORK. 4. COORDINATE BMS MONITORING WITH BMS CONTRACTOR PRIOR TO START OF WORK. 5. PROVIDE LISTED MANUFACTURER OR EQUAL. MARK NO. LOCATION DIMENSIONS TEMPERATURE KW FLA VOLT PHASE OP. WT. (LBS) STORAGE CAP (GAL) RECOVERY RATE AT 60 DEG-F RISE (GPH) GAS INPUT (CFH)MAKE MODEL REMARKS EWH-L06 ZONED HOT WATER REHEAT WATER HEATERS LEVEL-06 20"DIA. x38"H 100 140 9 11 460 3 450 30 62 BRADFORD WHITE MODEL # 30A-30-3 NOTES: 1. INSTALL ALL UNITS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE APPROVED SEISMIC BRACING, 6"H HOUSE-KEEPING PAD. 3. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO START OF WORK. 4. COORDINATE BMS MONITORING WITH BMS CONTRACTOR PRIOR TO START OF WORK. 5. PROVIDE LISTED MANUFACTURER OR EQUAL. IWH-1 TANKLESS INSTANTANEOUS WATER HEATER FOR L-1 LEVEL-01 6-1/4"H x 9-5/8" x 2-3/4” 60 104 5.6 - 277 1 8 - - CHRONOMITE SR-20L/277 SERVING SINGLE LAVATORY, TANKLESS, UL LISTED, PROVIDE WITH APPROVED SEISMIC RESTRAINT, RUGGED STEEL HOUSING. IWH-2 TANKLESS INSTANTANEOUS WATER HEATER FOR MS-1 LEVEL-01 6-1/4"H x 17-1/4" x 2-3/4" 60 120 8.3 - 277 1 8 - - CHRONOMITE M-30L/277 SERVING JANITOR'S FAUCET. TANKLESS, UL LISTED, PROVIDE WITH APPROVED SEISMIC RESTRAINT, RUGGED STEEL HOUSING. IN (F) OUT (F) EWH-L14 ZONED HOT WATER REHEAT WATER HEATERS LEVEL-15 20"DIA. x38"H 100 140 9 11 460 3 450 30 62 BRADFORD WHITE MODEL # 30A-30-3 CSA CERTIFIED, REMOTE MONITORING, LEAK DETECTION AND FAULT ALERT, COMPLETE WITH ALL OPTIONS AND ACCESSORIES FOR OPTIMUM PERFORMANCE. PROVIDE WITH APPROVED SEISMIC RESTRAINT. COORD. ELECTRICAL REQUIREMENTS WITH ELECT. CONTR. INSTALL PER MFR'S RECOMMENDATIONS. COORDINATE STATUS MONITORING WITH BMS CONTRACTOR. ELECTRIC WATER HEATER SCHEDULE (RES. BLDG.) MARK NO. DESCRIPTION LOCATION DIMENSIONS TEMPERATURE KW FLA VOLT PHASE OP. WT. (LBS) STORAGE CAP (GAL) RECOVERY RATE AT 60 DEG-F RISE (GPH) MAKE MODEL REMARKS BOOSTER PUMP SCHEDULE (RES. BLDG.) HP KW RPM VOLTS PHASE DWBP-1 DOM. WATER TRIPLEX BOOSTER PUMPS 1 LOT --- BSMT P1 60 HP (20 HP EA.)3500 460 3PH 522 GPM TOTAL 156 PSIG SYNCRO FLO 65TG20XXX-6V-XX- SWF55-1 SYNCROFLO IRONHEART, ANSI/NSF STANDARD 61 ANNEX G CERTIFIED, ULQCZJ.E189340 LISTED, IN STRICT COMPLIANCE WITH LOS ANGELES MECHANICAL TESTING LABORATORY RR4682. THE PACKAGE SYSTEM SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, CONSISTING OF STAINLESS STEEL VERTICAL MULTISTAGE PUMPS, SKID-MOUNTED WITH 304 STAINLESS STEEL MANIFOLDS, BUTTERFLY AND WAFER CHECK VALVES; ALL BRANCH AND HEADER CONNECTIONS SHALL BE FLANGED OR WELDED, SECURED WITH ADEQUATE BRACING AND SUPPORTS, SUCTION & SYSTEM DISCHARGE DIGITAL PRESSURE TRANSDUCERS. NEMA 12 CONTROL PANEL WITH MAIN NON-FUSED DISCONNECT, TOUCH SAFE, RATED FUSES FOR EACH VFD, PROGRAMMABLE LOGIC CONTROLLER (PLC) BASED OPERATION, SEQUENCING BY HORSEPOWER AND/OR PRESSURE-VFD SPEED PROGRAMMING, CUSTOMER ACCESSIBLE DATA AND FAULT LOGS, DISCRETE VARIABLE FREQUENCY DRIVES, ENCLOSURE-MOUNTED, ALARM HORN, 5.7" HDMI COLOR TOUCHSCREEN WITH REMOVABLE MEMORY CARD AND DATA PORT, MINIMUM 10,000 AMP SCCR RATING, VENTILATED AND FAN-COOLED ENCLOSURE WITH POSITIVE CABINET PRESSURE. SYSTEM STARTUP BY FACTORY AUTHORIZED SERVICE AGENT. PROVIDE FIELD-MOUNTED ASME HYDROPNEUMATIC TANK 106 GAL 300 PSIG ASME TO BE LOCATED ON THE ROOF EQUAL TO WESSELS MODEL FXA-400-HP. COORDINATE BMS MONITORING WITH BMS CONTRACTOR. PROVIDE 6"H CONCRETE HOUSEKEEPING PAD AND SEISMIC BRACING AS REQUIRED. NOTES: 1. INSTALL ALL UNITS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE APPROVED SEISMIC BRACING, 6"H HOUSE-KEEPING PAD. 3. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO START OF WORK. 4. COORDINATE BMS MONITORING WITH BMS CONTRACTOR PRIOR TO START OF WORK. 5. PROVIDE LISTED MANUFACTURER OR EQUAL. MARK NO.DESCRIPTION QTY.ON EMERG.LOCATION MOTOR DATA CAPACITY (GPM) HEAD EXTERNAL (PSI) OP. WT. (LBS)MAKE MODEL REMARKS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 5/9/2025 1:43:41 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P0.3 PLUMBING SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SERVICE LOCATION OF USE PIPE SIZE PIPE MATERIALS COPPER, TYPE "K", ASTM B88 COPPER, TYPE "L", ASTM B88 COPPER, TYPE "M", ASTM B89 COPPER, DWV, ASTM B306 CAST IRON, NO-HUB, ASTM A888 BLACK STEEL, SCHEDULE 40, ASTM A53 GALVANIZED STEEL, SCH 40, ASTM A53 PEX-A TUBING, ASTM F876 / F877 STAINLESS STEEL, SCH 10, ASTM A312 STAINLESS STEEL, SCH 40, ASTM A312 DUCTILE IRON, ANSI A21.51 POLYETHYLENE, ASTM 2513 BLACK STEEL, SCHEDULE 10, ASTM A53 UL LISTED FIBERGLASS, ASTM D-2996 FITTINGS/JOINTS DOMESTIC HW DOMESTIC CW DOMESTIC HWC BELOW GRADE ALL A WROUGHT COPPER, BRAZED, ANSI B16.22 ABOVE GRADE ALL A WROUGHT COPPER, 95-5 SOLDERED, ANSI B16.22 B COPPER PRESS FITTINGS, O-RING EPDM, ANSI B16.22 ABOVE GRADE 2-1/2" AND LARGER B STAINLESS, SCHEDULE 10, ASTM A 312 / A 312M B STAINLESS, SCHEDULE 40, ASTM A 312 / A312M PUMPED DOMESTIC HX DOMESTIC CW EXPRESS MAINS ABOVE GRADE ALL A WROUGHT COPPER, SOLDERED (UP TO 250 PSI), ANSI B16.22 B COPPER PRESS FITTINGS,O-RING EPDM, ANSI B16.22 B COPPER GROOVED (UP TO 250 PSI) B STAINLESS, SCHEDULE 10, ASTM A 312 / A 312M (UP TO 250 PSI) B STAINLESS, SCHEDULE 40, ASTM A 312 / A312M (250 PSI+) CONDENSATE & INDIRECT DRAINS ABOVE GRADE ALL A WROUGHT COPPER, SOLDERED FITTINGS, DWV, ANSI B16.22 TRAP PRIMER ABV & BEL GRADE ALL A NO JOINTS BELOW GRADE, DOUBLE WRAP BELOW GRADE B NO JOINTS BELOW GRADE SANITARY WASTE ABOVE GRADE ALL A CAST IRON, NO-HUB, ASTM A888, HEAVY-DUTY COUPLINGS PARKING STRUCTURE ONLY ALL A CAST IRON, NO-HUB, ASTM A888, HEAVY-DUTY COUPLINGS BELOW GRADE ALL A CAST IRON, NO-HUB, ASTM A888, HEAVY-DUTY 4-BAND COUPLINGS SANITARY VENT ABOVE GRADE ALL A CAST IRON NO-HUB, ASTM A888, HEAVY-DUTY COUPLINGS BELOW GRADE ALL A CAST IRON, NO-HUB, ASTM A888, HEAVY-DUTY 4-BAND COUPLINGS ROOF DRAIN STORM DRAIN OVERFLOW DRAIN ABOVE GRADE ALL A CAST IRON NO-HUB, ASTM A888, HEAVY-DUTY COUPLINGS ABOVE GRADE BUILDING EXTERIOR A CAST IRON NO-HUB, ASTM A888, HEAVY-DUTY COUPLINGS B BRONZE, ANSI B16.23 OR WROUGHT COPPER, SOLDERED,ANSI B16.29 PARKING STRUCTURE ONLY ALL A CAST IRON, NO-HUB, ASTM A888, HEAVY-DUTY COUPLINGS BELOW GRADE ALL A CAST IRON, NO-HUB, ASTM A888, HEAVY-DUTY 4-BAND COUPLINGS PUMPED DISCHARGE (STORM & SEWER) ABOVE GRADE ALL A GALVANIZED STEEL, SCHEDULE 40, THREADED FITTINGS ALL B COPPER PRESS FITTINGS,O-RING EPDM, ANSI B16.22 ALL B COPPER GROOVED (UP TO 250 PSI) BELOW GRADE ALL B WROUGHT COPPER, BRAZED, ANSI B16.22 ALL A DUCTILE IRON, MECHANICAL GROOVED COUPLINGS LOW PRESSURE NATURAL GAS (<14"W.C.) ABOVE GRADE ACCESSIBLE AREAS 2" AND SMALLER A BLACK STEEL, ANSI B16.11 WELDED, 150 LB RATING 2-1/2" AND LARGER A BLACK STEEL, ANSI B16.25 OR B16.11 WELDED, 150 LB RATING ABOVE GRADE CONCEALED AREAS 2" AND SMALLER A BLACK STEEL, ANSI B16.25 OR B16.11 WELDED, 150 LB RATING 2-1/2" AND LARGER A BLACK STEEL, ANSI B16.25 OR B16.11 WELDED, 150 LB RATING BELOW GRADE ALL A POLYETHYLENE, HEAT FUSED JOINTS MEDIUM PRESSURE NATURAL GAS (14"W.C. TO 5.0 PSI) ABOVE GRADE ACCESSIBLE AREAS 2" AND SMALLER A BLACK STEEL, ANSI B16.11 WELDED, 150 LB RATING 2-1/2" AND LARGER A BLACK STEEL, ANSI B16.25 OR B16.11 WELDED, 150 LB RATING ABOVE GRADE CONCEALED AREAS 2" AND SMALLER A BLACK STEEL, ANSI B16.25 OR B16.11 WELDED, 150 LB RATING 2-1/2" AND LARGER A BLACK STEEL, ANSI B16.25 OR B16.11 WELDED, 150 LB RATING BELOW GRADE ALL A POLYETHYLENE, HEAT FUSED JOINTS FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL FILL ABOVE GRADE (CARRIER PIPING) 2" AND SMALLER A BLACK STEEL CARRIER PIPING W/ FACTORY APPLIED CORROSION RESISTANT COATING, ANSI B16.4 THREADED, ANSI B16.5 FLANGED, OR ANSI B16.9 WELDED (IN PLENUMS AND SHAFTS) 2-1/2" AND LARGER A BLACK STEEL CARRIER PIPING W/ FACTORY APPLIED CORROSION RESISTANT COATING, ANSI B16.25 BEVEL WELD, B16.5 FLANGED, OR ANSI B16.9 WELDED. ABOVE GRADE (CONTAINMENT PIPING)ALL A CONTAINMENT PIPING W/ FACTORY APPLIED CORROSION RESISTANT COATING. CONTAINMENT FITTINGS, MECHANICAL GROOVED FITTINGS. BELOW GRADE (CARRIER PIPING)ALL A UL LISTED FIBERGLASS FITTINGS THREADED & BONDED BELOW GRADE (CONTAINMENT PIPING)ALL A UL LISTED "CLAMSHELL" FIBERGLASS FITTINGS PIPE SHEDULE LEGEND A = ALLOWED MATERIAL PER BASIS OF DESIGN B = ALLOWED AS AN ALTERNATE MATERIAL PER CODE AND AS APPROVED BY OWNER. PIPE SCHEDULE NOTES BASIS OF DESIGN ALTERNATIVES 1. REFER TO SPECIFICATIONS FOR ADDITIONAL PIPING MATERIAL AND FITTING REQUIREMENTS. 2. ALL DOMESTIC HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE THERMALLY INSULATED AS REQUIRED BY CODE. 3. ALL INTERIOR CONDENSATE PIPING SHALL BE INSULATED WITH 1/2" WALL MINIMUM, SELF SEALING, CLOSED CELL FOAM INSULATION. 4. STAINLESS STEEL PIPING SHALL NOT BE INSTALLED IN ANY SYSTEM INTERCONNECTED WITH COPPER PIPING. OPTION #1 - PROVIDE COPPER TYPE L FOR THE MAIN RISER HOT AND COLD WATER RISERS AND PEX IS ALLOWED FOR THE BRANCHES (SIZES FROM 3/8 TO 3" NOMINAL DIAMETER). CONTRACTOR SHALL PROVIDE 10-YEAR WARRANTY AGAINST LEAKS IN THE PIPE AND JOINTS TO INCLUDE ALL MATERIAL, LABOR AND TRAVEL. ANY RESIZING OF THE PIPING AS A RESULT OF CHANGING THE PIPING MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. PIPE MATERIAL SCHEDULE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:43:42 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P0.4 PLUMBING SCHEDULES 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 LAVATORY 205 1 205 0.75 153.75 0.75 153.75 205 SERVICE SINK 4 3 12 2.25 9 2.25 9 12 FLOOR DRAIN 15 0 0 0 0 0 0 0 FLOOR SINK RECEPTOR 2 3 6 0 0 0 0 0 URINAL, 1.0 GPF 2 2 4 4 8 0 0 8 WATER CLOSET, TANK, PRIVATE 196 3 588 2.5 490 0 0 490 WATER CLOSET, FV, PUBLIC 9 4 36 5 45 0 0 45 POOL EQUIPMENT ROOM 1 210 210 10 10 0 0 10 BATH TUB/SHOWER 196 2 392 3 588 3 588 784 CLOTHES WASHER 171 3 513 3 513 3 513 684 DRINKING FOUNTAIN 3 0.5 1.5 0.5 1.5 0 0 1.5 HOSE BIBB (PER BRANCH) 2 0 0 2.5 5 0 0 5 DISHWASHER (DOMESTIC) 171 0 0 0 0 1.5 256.5 256.5 KITCHEN SINK (DOMESTIC) 173 2 346 1.125 194.625 1.125 194.625 259.5 FUTURE FOOD AND BEVERAGE 1 150 150 50 50 0 0 50 FUTURE RETAIL SPACE 4 8 32 10 40 0 0 40 STUBOUT FOR FUTURE USE 1 0 0 20 20 0 0 20 TOTAL FU 2497.5 2129.4 1716.4 2872.5 EQUIVALENT COLD WATER FLOW RATE (GPM):425 PRESSURE AVAILABLE AT MAIN (PSI): 60 MAXIMUM WATER FLOW VELOCITY (FPS): 7.31 MINIMUM REQUIRED 'WATER' PIPE SIZE (INCHES): 5 MINIMUM REQUIRED 'WASTE' AT 2% SLOPE PIPE SIZE (INCHES): 10 MINIMUM REQUIRED 'WASTE' AT 1% SLOPE PIPE SIZE (INCHES): 10 (CALCULATIONS PER THE PLUMBING CODE) EQUIVALENT PIPE LENGTH TO MOST REMOTE FIXTURE (FT):375 ESTIMATED FRICTION LOSS (PSI): 11 BOOSTER PUMP DISCHARGE PRESSURE-IF REQUIRED (PSI) 117 BOOST REQUIRED (PSI): 75 MAXIMUM ALLOWABLE PIPE FRICTION LOSS (PSI): 11 MAXIMUM ALLOWABLE PIPE FRICTION LOSS (PSI/100FT): 3.00 METER LOSS (PSI): 3 BACKFLOW PREVENTER LOSS (PSI): 15 TOTAL SUPPLY PRESSURE AVAILABLE: 42 MINIMUM REQUIRED FIXTURE PRESSURE (PSI): 30 ELEVATION RISE (FT): 175 ADDITIONAL PRESSURE DROP (PSI): 10 WATER AND WASTE SERVICE CALCULATIONS JOB NAME: THIRD AND BROADWAY DATE: 06/06/24 JOB NUMBER: 150-21US00608 USER: NIB FIXTURE TYPE NO. WASTE COLD WATER HOT WATER TOTAL WATER FU TOTAL FU TOTAL FU TOTAL FU SHOWER 1 2 2 1.5 1.5 1.5 1.5 2 HOT WATER MAX. VELOCITY:5 MAX. PRESSURE DROP (PSI/100)FT: 3.00 NOMINAL DIAMETER INTERNAL DIAMETER GPM FPS FLUSH TANK FLUSH VALVE GPM FPS HOT WATER 3/8 0.44 1.0 2.1 0 0 1.0 2.1 0 1/2 0.545 1.8 2.4 0 0 1.8 2.4 0 HAZEN WILLIAMS C FACTOR: 130 COLD WATER MAX. VELOCITY: 8 3/4 0.785 4.6 3.0 4 0 4.6 3.0 4 1 1.025 9.2 3.6 12 0 9.2 3.6 12 1 1/4 1.265 16.0 4.1 23 0 16.0 4.1 23 3 2.945 148.0 7.0 627 544 106.2 5.0 411 4 3.905 298.6 8.0 1738 1738 186.6 5.0 847 5 4.875 465.4 8.0 0 3291 290.9 5.0 1668 1 1/2 1.505 25.3 4.6 42 8 25.3 4.6 42 2 1.985 52.4 5.4 135 52 48.2 5.0 119 2 1/2 2.465 92.7 6.2 337 205 74.4 5.0 245 6 5.845 669.1 8.0 5101 5101 418.2 5.0 2843 8 7.725 1168.7 8.0 8300 8300 730.4 5.0 5650 10 9.625 1814.3 8.0 8300 8300 1133.9 5.0 8300 WATER PIPE SIZING CHART - COPPER PIPE SIZES CALCULATED BASED ON UPC/CPC APPENDIX A SIZE: TYPE L COPPER CW MAX FLOW CW FIXTURE UNIT VALUES HW MAX FLOW HWFU 205 196 171 2 171 3 2 4 2 1 1 1 4 196 9 1 2129.4 1716.4 2872.5 CWFU 120.5 925.6 1083.3 HWFU 3.0 772.1 941.3 TOTAL CWFU 121.5 1260.0 1491.0 11 LEVEL 11 115 6 67 63.6 23 23 21 21 23 230.4 204.4 319.5 10 LEVEL 10 105 0 72 58.8 23 23 21 21 23 230.4 204.4 319.5 9 LEVEL 9 94 6 76 63.3 23 23 21 21 23 230.4 204.4 319.5 8 LEVEL 8 84 0 81 67.9 23 23 21 21 23 230.4 204.4 319.5 7 LEVEL 7 72 6 86 72.9 20 18 14 1 14 2 1 1 1 1 18 3 199.1 152.6 264.0 6 LEVEL 6 56 0 93 80.0 4 1 1 1 1 3 35.4 6.4 37.5 5 LEVEL 5 46 0 97 0.0 0.0 0.0 4 LEVEL 4 36 0 101 0.0 0.0 0.0 3 LEVEL 3 26 0 106 0.0 0.0 0.0 2 LEVEL 2 16 0 110 0.0 0.0 0.0 1 LEVEL 1 0 0 117 55.2 1 1 1 1 4 1 100.5 3.0 101.5 0 LEVEL P1 -11 0 122 60.0 1 20.0 0.0 20.0 PRV CALCULATIONS LEVEL NUMBER LEVEL NAME FFE boosted pressure street PRV 1 PRV 2 FIXTURES PER LEVEL TOTAL PER LEVEL (W/ 75% REDUCTION) TOTAL PER LEVEL (W/ 75% REDUCTION) TOTAL PER LEVEL bottom level 0 6 11 LA V A T O R Y BA T H T U B / S H O W E R SI N K W / D W SI N K W / O D W CL O T H E S W A S H E R DR I N K I N G F O U N T A I N HO S E B I B B ( P E R B R A N C H ) SE R V I C E S I N K UR I N A L , 1 . 0 G P F SH O W E R PO O L E Q U I P M E N T R O O M FU T U R E F O O D A N D B E V E R A G E FU T U R E R E T A I L S P A C E WA T E R C L O S E T ( T A N K - PR I V A T E ) WA T E R C L O S E T ( F V - P U B L I C ) ST U B O U T F O R F U T U R E U S E top level 1 10 16 PRV level 0 6 16 set pressure 60 80 40 ft in psi psi psi psi QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY CW HW CW 16 ROOF 170 0 43 40.0 0 0 0 15 LEVEL 15 157 6 49 45.4 19 17 10 10 1 1 17 2 161.8 123.8 213.0 14 LEVEL 14 147 0 53 50.0 23 23 21 21 23 230.4 204.4 319.5 13 LEVEL 13 136 6 58 54.5 23 23 21 21 23 230.4 204.4 319.5 12 LEVEL 12 126 0 62 59.0 23 23 21 21 23 230.4 204.4 319.5 NOTES: REFER TO UPC CHAPTER 11 FOR STORM DRAINAGE DESIGN FOR COMBINED PRIMARY AND SECONDARY DRAINAGE SYSTEMS: - DOUBLE RAINFALL RATE, OR HALVE ALLOWABLE SQUARE FOOTAGE JOB NUMBER:150-21US00608 USER:NIB SIZING OF RAINWATER PIPING SIZING OF RAINWATER PIPING JOB NAME: THIRD AND BROADWAY DATE:5/15/2024 2 IN/HR DESIGN RAINFALL RATE SIZE OF PIPE (IN)MAX ALLOWABLE SQUARE FEET 1% SLOPE 2% SLOPE VERTICAL 3 1,614 2,320 4,400 4 3,741 5,279 9,198 6 10,701 15,100 26,999 8 22,988 32,601 58,009 10 41,396 58,416 12 66,598 93,975 15 119,009 167,989 NATURAL GAS SIZING TABLE BASED ON UPC/CPC TABLE 12-9 2 PSI PRESSURE TOTAL PIPE LENGTH (FT)= 200 PIPE SIZE MAX. MBH (CFH) 1/2" 318 2" 6960 2-1/2" 11100 1-1/4" 2410 1-1/2" 3610 3" 19600 4" 40000 3/4" 642 1" 1170 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 5/9/2025 1:43:44 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P0.5 PLUMBING CALCULATIONS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SEAN AGUON GLUMAC 707 Wilshire Blvd, Los Angeles, CA 90017 06-07-2024 M-41274 619-881-1489 707 Wilshire Blvd, Los Angeles, CA 90017 01-14-2022 213-239-8866 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 5/9/2025 1:43:45 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P0.6 PLUMBING NCRR FORM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 CARLOS TOLENTINO GLUMAC 707 Wilshire Blvd, Los Angeles, CA 90017 01-14-2022 M-31177 213-393-9299 707 Wilshire Blvd, Los Angeles, CA 90017 01-14-2022 213-239-8866 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 5/9/2025 1:43:46 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P0.7 PLUMBING NCRR FORM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT SEAN AGUON 6/23/2025 DYH LIMIT OF PODIUM LIMIT OF PODIUM 8"SS IE -4' POC. REFER TO CIVIL FOR CONT.10"SS IE -4' POC. REFER TO CIVIL FOR CONT. 10"SD (29600 SF) POC. REFER TO CIVIL FOR CONT. 6"CW POC. REFER TO CIVIL FOR CONT. GAS METER BY GAS CO. CONTRACTOR SHALL CONTACT GAS COMPANY AND APPLY FOR NEW GAS METER PRIOR TO START OF WORK. 6"RP BACKFLOW PREVENTER (FOR REFERENCE ONLY. SEE CIVIL DRAWINGS) R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' WATER METER (FOR REFERENCE ONLY. SEE CIVIL DRAWINGS) SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/16" = 1'-0" 5/9/2025 1:43:49 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P1.1 PLUMBING SITE PLAN 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/16" = 1'-0" PLUMBING SITE PLAN1 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 1,2 SE 4" SD UP 4" SD UP 4" PSAN2 R1-P9.5 4"SSD AT 25 GPM 4" SD 4" V UP 6" SS UP 3" SD UP R09R10R11R12R13R14R15R16 RF RG RH RJ RK RL R07R11' BWV (3x) FOR CONT. SEE WATER PROOFING DRAWINGS 1,2 SP 2" PD UP 2" PD UP 3" SD 3" SD 4" SD 3" SD R09R10R11R12R13R14R15R16 RF RG RH RJ RK RL R07R11' 4" GW UP 1 GI 4" SS 6" SS 4" SS 1 R1-P9.4-6 3" SD UP 6" SS UP 2" V UP 2" SS UP 2" SS UP 2" SS UP 2" V UP 2" V UP 2" SS 2" SS 2" SS 6" SS 3" SD 3" SD 4" PSAN 4" PSAN UP 4" PSAN UP 4" V UP 3" V UP 3" V © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:43:51 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.0 UNDERGROUND PLAN - PLUMBING 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: 1/8" = 1'-0"1 UNDERGROUND PLAN - PLUMBING 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 1 DWBP 1,2 SE HUD-1 10" SSSEE CIVIL FOR CONTINUATION SEE CIVIL FOR CONTINUATION INSIDE DIM: 4'x4'x8'H PIT INSIDE DIM: 10'x6'x10'H PIT 1 GI 2" MG UP 2" MG UP 6" CW UP6" CW UP SEE CIVIL FOR CONT. AND METER LOCATION PLUMBING ROOM RB1F13 RESIDENTIAL STORAGE RB1F16 FIRE WATER STORAGE RP01B19 SP-1,2 CONTROL PANEL SE-1,2 CONTROL PANEL 1,500 GAL. CAPACITY4" GW UP 4" GW DN 2 R1-P9.5 2" V UP 4" PSAN DN 6" SS SEE CIVIL FOR CONTINUATION8" SS IRRIGATION BOOSTER PUMP AREA MDP HOUSE RB1F12 3/4" IRR UP 3/4" IRR UP 3/4" IRR UP 7 R1-P9.1 3/4" CD 3/4" CD SEE LANSCAPE DWGS FOR CONT. AND METER LOCATION FIRE WATER STORAGE RP01B19 1 R1-P9.4-6 FD-1 FS-1 4" SD UP 6" SS DN 3" SD TD-1 (0 SF) 3" SD UP 3" SD UP 3" SD UP 3" SD UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FIRE PUMP & WATER STORAGE RB1F11 VESTIBULE RB1H11 ELEVATOR LOBBY RB1H10 VESTIBULE RB1H09 MEP ROOM RB1J10 FSAE LOBBY RB1H14 VESTIBULE RB1H13 STAIR 02 R94 ELEVATOR 03 R95 STAIR 01 R96 ELEVATOR 01 R97 ELEVATOR 01 R99 1,2 SP ED-1 ED-1 P1-01 SIU P1-03 SIU P1-04 SIU CONDENSATE PUMP 3/4" CD 4" V DN 4" SD UP 8" SD UP 3" SD DN 2" PD DN 2" PD DN 2" PD4" SD 8" SD 8" SD 8" SD 10" SD 10" SD GOOSE NECK TERMINATION IN CEILING SPACE 6" SD UP 10" SD 4" SD CONDENSATE PUMPCONDENSATE PUMPCONDENSATE PUMP P1-02 SIU 2 1/2" CW UP 6" PCW UP 2" V DN 2" V DN FD-1 2" V DN 6" SS DN HUD-1 4" PSAN DN 4" PSAN 4" V DN 6" SS UP 6" SS UP 2" V UP 2" SS UP 2" V UP 2" SS UP 2" V UP 4" SS UP 2" SS UP 2" V UP 2" SS UP SEE LANSCAPE DWGS FOR CONT. AND METER LOCATION TP-2 TP-2 TP-2 TP-2 1 FCS 3/4" IRR UP 6" SD UP 6" SS UP 4" SD UP 1" IRR UP 1" IRR UP 6" SS 6" SS UP 4" SS 3" SS 3" SS 2" SS 6" SS6" SS 6" SS 6" SS 6" SS 8" SS 8" SS 6" SS 6" SS UP 6" SS UP 6" SS SS F 3/4" CW 3/4" CW 3/4" CW 3/4" CW UP 3/4" CW 4" V UP 4" V 3/4" CW 2" V 6" V 4" SS UP 4" SS UP 4" SS UP 6" V UP 3" V DN 3" V 8" SS 8" SS 6" SS SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:43:57 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.100 PLUMBING PLAN - LEVEL P 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL P 01 SEG A1 0 8' -0"16' -0"24' -0"32' -0" A. PROVIDE CONDENSATE PUMP TO ALL FCU. SEE R1-P9.2-3. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 ? GAS METER BY GAS COMPANY DELIVERY PRESSURE: 5PSI TOTAL DEVELOPED LENGTH: 800' TOTAL DEMAND: 4380CFH 1 1/4" SEISMIC SHUT OFF VALVE 2" M G 2" MG 2" MG DN RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 MAIN ELECTRICAL ROOM R01F13 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 ? ? 4" GW DN 3/4" IRR TO IRRIGATION. SEE IRRIGATION CONSULTANT FOR CONT. 3/4" IRR TO IRRIGATION. SEE IRRIGATION CONSULTANT FOR CONT. 3/4" IRR TO IRRIGATION. SEE IRRIGATION CONSULTANT FOR CONT. 3/4" IRR TO IRRIGATION. SEE IRRIGATION CONSULTANT FOR CONT. 1" IRR UP 1" IRR UP AD-1 TD-1 (150 SF) TD-1 (150 SF) TD-1 (150 SF) TD-1 (150 SF) R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FCC R01F17 FIRE PUMP ROOM R01F11 STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 JANITOR R01F15 RESTROOM R01G15 MEP ROOM R01H09 ELEVATOR LOBBY R01H10 VESTIBULE R01G11 STAIR 02 R17 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 1-03 SIU 1-02 SIU 1-04 SIU 6" OD UP 6" SD UP 4" SD UP 4" OD UP 6" OD UP 6" SD UP 6" OD UP 6" SD UP CORRIDOR R01J12 4" SD UP & DN 4" SD DN 8" SD 8" SD DN 4" SD UP 4" SD UP 6" SD 6" SD DN 4" SD UP 6" SD UP & DN6" OD UP 6"DSN-1 6"DSN-1 6" OD 4" SD 8"DSN-1 CONDENSATE PUMP CONDENSATE PUMP CONDENSATE PUMP 6" PCW DN 2 1/2" CW DN 6" PCW UP 2 1/2" CW 2" CW 2" MG UP WH-1 3/4" CW WC-2 L-1 MS-1 6"CW -REDUCED PRESSURE BACKFLOW ASSEMBLY AND COLD WATER METER SEE R1-P1.1 SITE PLAN AND CIVIL PLANS FOR CONTINUATION HUD-1 HUD-1 6" SS DN 6" SS DN2" V DN FD-1 FD-1 FD-1 2" V DN 2 1/2" CW 3/4" CW 2 1/2" CW 2 1/2" CW WH-1 WH-1 2 1/2" CW 2 1/2" CW 3/4" CW 3/ 4 " C W WH-1 2 1/2" CW 1" IRR UP & DN 1" IRR UP & DN 1" CW UP & DN 2" V DN 2" V DN 2" V DN TP-2 TP-2 SS A SS C SS D SS E 6" SS DN 6" SS 4" SS DN 6" SS DN 4" SS 6" SS 6" SS 6" SS 6" SS DN 6" SS DN SS B SS F 3/4" CD 3/4" CD 3/4" CD 3/4" CD3/4" CD DN 3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD UP 4" GW CAPPED FFU 4" V CAPPED FFU 3/4" CW 3/4" CW TP-1 4" V DN 4" V 4" V 3/4" CW DN 4" V 2 1/2" CW CAPPED FFU 2" CW CAPPED FFU2" V CAPPED FFU 4" SS CAPPED FFU 4" SS DN 2" CW CAPPED FFU2" V CAPPED FFU 4" SS CAPPED FFU 2" CW CAPPED FFU2" V CAPPED FFU 4" SS CAPPED FFU 4" V 6" V 6" V UP 2" SS DN 2" V 2" V 2" V 2" V 2" V 6" V 6" V RETAIL 1 R01F10 6" V DN 6" V 6" V 6" V UP SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:43:58 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.101 PLUMBING PLAN - LEVEL 01 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 011 0 8' -0"16' -0"24' -0"32' -0" A. PROVIDE CONDENSATE PUMP TO ALL FCU. SEE R1-P9.2-3. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' MEP ROOM R02J10 VESTIBULE R02H09ELEVATOR LOBBY R02H10 VESTIBULE R02H11 STORAGE R02G15 VESTIBULE R02H15 ELEVATOR 01 R143 ELEVATOR 02 R144 STAIR 01 R145 STAIR 02 R146 ELEVATOR 03 R147 FSAE LOBBY R02H14 ED-1 ED-1 6" OD UP & DN 6" SD UP & DN 4" SD UP & DN 4" OD UP & DN 6" SD UP & DN 6" OD UP & DN 6" OD UP & DN 6" SD UP & DN 4" SD UP & DN 4" SD UP & DN 6" SD UP & DN 6" OD UP & DN 2" MG UP & DN 6" PCW UP & DN HB-1 1" CW UP & DN 1" IRR UP & DN 1" IRR UP & DN 1" IRR UP & DN 1" IRR UP & DN SS A SS C SS D SS E SS B SS F 04-02 FC 3/4" CD UP & DN 6" V UP & DN 3/4" CD UP & DN3/4" CD UP & DN 3/4" CD SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:43:58 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.102 PLUMBING PLAN - LEVEL 02 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 021 0 8' -0"16' -0"24' -0"32' -0" A. PROVIDE CONDENSATE PUMP TO ALL FCU. SEE R1-P9.2-3. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 UP UP VESTIBULE R03H09 FSAE LOBBY R03H14 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R03H11 ELEVATOR LOBBY R03H10 STORAGE R03G15 VESTIBULE R03H15 MEP ROOM R03J10 STAIR 01 R138 ELEVATOR 01 R139 ELEVATOR 02 R140 ELEVATOR 03 R141 STAIR 02 R142 3-01 SIU ED-1 ED-1 6" OD UP & DN 6" SD UP & DN 4" SD UP & DN 4" OD UP & DN 6" SD UP & DN 6" OD UP & DN 6" OD UP & DN 6" SD UP & DN 4" SD UP & DN 4" SD UP & DN 6" SD UP & DN 6" OD UP & DN CONDENSATE PUMP 2" MG UP & DN 6" PCW UP & DN 1" CW UP & DN HB-1 1" IRR UP & DN 1" IRR UP & DN 1" IRR UP & DN 1" IRR UP & DN SS A SS C SS D SS E SS B SS F 3/4" CD 04-03 FC 6" V UP & DN 3/4" CD UP & DN 3/4" CD UP & DN 3/4" CD SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:43:59 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.103 PLUMBING PLAN - LEVEL 03 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 031 0 8' -0"16' -0"24' -0"32' -0" 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R04H11 ELEVATOR LOBBY R04H10 VESTIBULE R04H09 MEP ROOM R04J10 STORAGE R04G15 FSAE LOBBY R04H14 VESTIBULE R04H15 STAIR 01 R133 ELEVATOR 01 R134 ELEVATOR 02 R135 ELEVATOR 03 R136 STAIR 02 R137 4-01 SIU ED-1 ED-1 6" OD UP & DN 6" SD UP & DN 4" SD UP & DN 4" OD UP & DN 6" SD UP & DN 6" OD UP & DN 6" OD UP & DN 6" SD UP & DN 4" SD UP & DN 4" SD UP & DN 6" SD UP & DN 6" OD UP & DN CONDENSATE PUMP 2" MG UP & DN 6" PCW UP & DN 1" CW UP & DN HB-1 1" IRR UP & DN 1" IRR UP & DN 1" IRR UP & DN 1" IRR UP & DN SS A SS C SS D SS E SS B SS F 3/4" CD 04-04 FC 3/4" CD UP & DN 6" V UP & DN 3/4" CD UP & DN 3/4" CD SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:43:59 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.104 PLUMBING PLAN - LEVEL 04 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 041 0 8' -0"16' -0"24' -0"32' -0" 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 UP UP MECHANICAL R05F16 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 FSAE LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 STAIR 01 R128 ELEVATOR 01 R129 ELEVATOR 02 R130 STAIR 02 R131 ELEVATOR 03 R132 5-01 SIU 1 1 6" SD UP & DN 6" OD UP & DN 6" OD UP & DN 6" SD UP & DN 4" SD DN 4" SD DN ED-1 ED-1 6" SD UP & DN 6" OD UP & DN 4" SD DN 4" OD DN 4" SD UP 4" OD UP 4" SD UP 4" OD UP 4" OD UP 4" SD UP 4" SD UP 4" OD UP 6" SD DN 6" OD DN 6" SD UP 6" OD UP 1 1/2" MG UP 2" MG DN CONDENSATE PUMP 6" PCW UP & DN 2" SS UP 2" SS UP2" V UP 2" V UP 2" SS UP2" V UP 2" SS CAPPED FFU FOR BUSINESS CENTER SPACE ON LEVEL ABOVE 1-1/2"G UP TO POOL EQUIPMENT ROOM 3/4" MG UP1" MG 3/4"G UP TO BBQ 3/4"G UP TO BBQ 3/4"G UP TO FIRE PIT 1 1/2" MG 1 1/2" MG HB-1 4" SS CAPPED FFU FOR RESTROOMS/JANITOR SPACES ON LEVEL ABOVE 1" IRR UP & DN 1" IRR UP & DN 6" SS UP TO BACKWASH DRAIN. SEE POOL DWGS FOR MORE INFO.4" V UP 2" V UP 2" SS UP 2" SS 2" SS 6" SS SS B SS A SS C SS D SS E SS F 04-05 FC 3/4" CD 3/4" CD 3/4" CD DN 6" V UP & DN 4" SS UP 6 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:03 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.105 PLUMBING PLAN - LEVEL 05 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 051 0 8' -0"16' -0"24' -0"32' -0" 1 3" SD CONT. TO PLANTER DRAIN. REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 ? ? ? ? UP DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R06H11 ELEVATOR LOBBY R06H10 VESTIBULE R06H09 MEP ROOM R06J10 TRASH ROOM R06G15 VESTIBULE R06H15 FSAE LOBBY R06H14 STAIR 01 R123 STAIR 02 R126 ELEVATOR 03 R127 REFER TO PRV RISER STATION PIPING DIAGRAM DETAIL 1 ON SHEET R1-P9.4 FOR CONTINUATION ED-1 ED-1 BUSINESS CENTER R06G16 CONFERENCE R06F15CONFERENCE R06F16 MULTI FUCTION SPACE R06G14 4"RD-1 4"OD-1 (850 SF) 4"RD-1 4"OD-1 (1,300 SF) 4"RD-1 4"OD-1 (1,050 SF) 4"RD-1 4"OD-1 (800 SF) GAME ROOM R06H16 WOMEN R06H13A JANITOR R06H13B MEN R06H13C RESIDENTIAL UNIT STORAGE R06H12 6 FC 3 2 3/4" CD CONDENSATE PUMP 1 1 4 4 4 4 4 4 4 6" OD DN 6" SD DN 6" SD UP 6" OD UP 6" OD UP 6" SD UP 6" SD DN 6" OD DN 6" SD DN 6" OD DN 6" OD UP 6" SD UP 6" SD UP 6" OD UP 6" OD UP 6" SD UP 4" SD UP 4" OD UP 4" SD UP 4" OD UP 4" SD UP 4" OD UP 4" SD UP 4" OD UP 4" OD UP 4" SD UP 4" SD UP 4" OD UP 4" SD 4" OD 6" OD DN 6" SD DN 3" CW 3/4" CD 5 3/4" CD 3/4" CD 5 3/4" CD 3/4" CD 1 1/2" MG UP & DN 6" PCW DN 6" PCW UP 3/4" MG DN 1 1/2" MG DN 2" V DN 2" V DN 2" V DN FS-1 FD-1 FS-1 3/4"G (11"-7"WC) TO SERVE FIRE PIT PROVIDE EMERGENCY SHUTOFF IN AN ACCESSIBLE LOCATION 3/4"G (11"-7"WC) TO SERVE BBQ PROVIDE EMERGENCY SHUTOFF IN AN ACCESSIBLE LOCATION 3/4"G (11"-7"WC) TO SERVE BBQ PROVIDE EMERGENCY SHUTOFF IN AN ACCESSIBLE LOCATION 1-1/2"G (11"-7"WC) TO SERVE POOL EQUIPMENT ROOM PROVIDE EMERGENCY SHUTOFF AT EACH EXIT POOL EQUIPMENT R06J11 3" SS CAPPED FFU FOR BUSINESS CLUB HOUSE ON LEVEL ABOVE 4" SS CAPPED FFU FOR RESTROOMS/JANITOR SPACES ON LEVEL ABOVE 1" IRR DN 1"G (11"-7"WC) TO SERVE FIRE PIT PROVIDE EMERGENCY SHUTOFF 3/4" MG 3/4"G (11"-7"WC) TO SERVE BBQ PROVIDE EMERGENCY SHUTOFF SEE IRRIGATION PLANS FOR CONTINUATION 1" IRR UP & DN 3/4" CW UP TO DECK HYDRANT 3/4" CW UP TO DECK HYDRANT SOV 1 SS B.1 SOV 3 SOV 4 SOV 5 SOV 6 SOV 7 SOV 8 SOV 9 SOV 10 SOV 11 SOV 12 SOV 13 SOV 14 SOV 16 SOV 17 SOV 18 SOV 19 SOV 20 SOV 22 SOV 21 SOV 15 SOV 23 TP-2 4" SD UP 4" OD UP4" SD UP 4" OD UP 4" OD 4" SD 6" OD 6" SD FD-12" V DN 4" V DN ES-1 4" SS 4" SS 6" SS 4" SS6" SS 4" SS 4" SS 4" SS 4" SS 6" SS 6" SS 4" SS 4" SS 6" SS 6" SS 6" SS 4" SS 4" SS SS B SS A SS C SS D SS E 4" SS 4" SS 4" SS 4" SS 6" SS 4" SS 6" SS 6" SS 4" SS 6" SS 6" SS 06-06 FC 3/4" CD 6" SS DN 3" V CAPPED FFU FOR RESTROOMS/JANITOR SPACES 6" V UP 3" V 4" SD UP 4" OD UP 2" V 4" V 6" V 6" V 2" V CAPPED FFU FOR BUSINESS CENTER 2" V 6" V DN 4" V 6" V 6 6 2" IW 2" IW 6 6 SOV 14.1 3" SS 6 SOV 15.1 6 3" SS SOV 12.1 6 3" SS 4" SS SOV 11.1 6 SOV 10.1 3" SS SOV 8.1 3" SS 2" SS UP TO SINK 2" SS SOV 6.1 3" SS 6 SOV 5.1 SOV 4.1 6 SOV 2.1 3" SS 3" SS 4" SS 4" SS 4" SS UP 4" SS DN 62" SS UP TO SINK SOV 23.1 3" SS 2" SS 6 6 SOV 9.1 6 3" SS ROUTE 3/4" CD TO NEARBY LAVATORY TAILPIECE 06-07 FC SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:08 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.106 PLUMBING PLAN - LEVEL 06 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 061 0 8' -0"16' -0"24' -0"32' -0" 4 3" SD CONT. TO PLANTER DRAIN. REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. 5 1" CD FROM ABV. 6 2" IW CONT. TO VAULT DRAIN. REFER TO POOL AND SPA DRAWINGS FOR DRAIN LOCATIONS AND MORE INFORMATION. ROUTE TO FLOOR SINK FOR INDIRECT WASTE CONNECTION IN POOL EQUIPMENT ROOM. 1 3/4" CD UP TO ABV CLG FROM CONDENSATE PUMP. 1 REFER TO LANDSCAPING DRAWINGS FOR PLAN 2 3/4" CD UP TO ABV CLG FROM CONDENSATE PUMP. 3 3/4" CD DN AND CONNECT TO SINK TAILPIECE ADAPTOR. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H09 MEP ROOM R07J10 VESTIBULE R07H15 FSAE LOBBY R07H14 TRASH ROOM R07G15 FITNESS STUDIO R07J13 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 R116 ELEVATOR 03 R117 STAIR 01 R118 ELEVATOR 01 R119 ELEVATOR 02 R121 POOL DECK R122 4"RD-1 4"OD-1 (2,000 SF) 4"RD-1 4"OD-1 (2,000 SF) 4"RD-1 4"OD-1 (350 SF) 4"RD-1 4"OD-1 (350 SF) 4"RD-1 4"OD-1 (350 SF) 4"RD-1 4"OD-1 (300 SF) 4"RD-1 4"OD-1 (850 SF) 4"RD-1 4"OD-1 (300 SF) 4"RD-1 4"OD-1 (350 SF) 7 FC 2 CONDENSATE PUMP 1111 11 1 1 6" OD UP & DN 6" SD UP & DN 6" OD UP 6" SD UP 6" OD DN 6" SD DN 6" SD UP 6" OD UP 6" OD UP 6" SD UP 6" OD DN 6" SD DN 6" SD DN 6" OD DN 3/4" CD 3 1 1/2" MG UP & DN 6" PCW UP & DN 6" OD UP 6" SD UP 6" SD DN 6" OD DN 1"G (11"-7"WC) TO SERVE FIRE PIT PROVIDE EMERGENCY SHUTOFF IN AN ACCESSIBLE LOCATION 3/4"G (11"-7"WC) TO SERVE BBQ PROVIDE EMERGENCY SHUTOFF IN AN ACCESSIBLE LOCATION 1" IRR UP & DN44 SOV 1 SOV 2 SOV 3 SOV 4 SOV 5 SOV 6 SOV 7 SOV 8 SOV 9 SOV 10 SOV 11 SOV 12 SOV 13 SOV 14 SOV 22 SOV 21 SOV 20 SOV 19 SOV 18 SOV 17 SOV 16 SOV 1 SOV B.1 SOV 10 SOV 11 SOV 17SOV 21 SOV 15 SOV 23 SOV 23 7A-07 FC 3/4" CD 1" CD FROM ABV AND DN. 3" V CAPPED FFU FOR RESTROOMS/JANITOR SPACES 2" V CAPPED FFU FOR CLUB HOUSE 6" V UP & DN 3" V SOV 1.1 6 6 SOV 14.1 6 SOV 15.1 6 SOV 12.1 SOV 11.1 6 6 6 SOV 10.1 SOV 10.1 6 SOV 8.1 SOV 8.1 SOV 6.1 6 SOV 6.1 SOV 5.1 6 SOV 4.1 6 SOV 2.1 6 SOV 19.1 6 SOV 18.14" SS DN SOV 17.1 4" SS 4" SS 3" SS 3" SS SOV 21.1 3" SS SOV 23.1 SOV 23.1 6 SOV 9.1 6 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:09 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.107 PLUMBING PLAN - LEVEL 07 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 071 0 8' -0"16' -0"24' -0"32' -0" 1 REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. 2 3/4" CD UP TO ABV CLG FROM CONDENSATE PUMP. 4 PROVIDE HOSE BIBB BELOW PAVER BASED ON JR SMITH 5811 SERIES. PROVIDE BACKFLOW PREVENTOR AND DRAIN PIPING AS REQUIRED BY LOCAL AHJ. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 SOV 1 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' MEP ROOM R08J10 VESTIBULE R08H09 ELEVATOR LOBBY R08H10 VESTIBULE R08H11 TRASH ROOM R08G15 FSAE LOBBY R08H14 VESTIBULE R08H15 ELEVATOR 01 R149 ELEVATOR 02 R150 STAIR 01 R151 STAIR 02 R152 ELEVATOR 03 R153 8 FC 2 CONDENSATE PUMP 6" OD UP & DN 6" SD UP & DN 6" OD UP & DN 6" SD UP & DN 6" OD UP & DN 6" SD UP & DN 6" SD UP & DN 6" OD UP & DN 3/4" CD 1 1/2" MG UP & DN 6" PCW UP & DN 1" IRR UP & DN SOV 2 SOV 3 SOV 4 SOV 5 SOV 6 SOV 7 SOV 8 SOV 9 SOV 10 SOV 11 SOV 12 SOV 13 SOV 14 SOV 22 SOV 21 SOV 20 SOV 19 SOV 18 SOV 17 SOV 16 2BR_2 R08G10 1BR_1 R08J09 ST_1 R08F09A ST_1 R08F09B ST_1 R08F10A ST_1 R08F10B ST_1 R08F11B1BR_2 R08F13 1BR_2 R08F13 ST_1 R08F14B ST_1 R08F14B ST_1 R08F15B 2BR_2 R08G16 1BR_1 R08H16 1BR_1 R08H13 ST_1 R08H12B ST_1 R08H12A ST_1 R08H11A 1BR_2 R08J11 SOV 15 SOV 23 8A-08 FC 3/4" CD 1" CD UP & DN 6" OD UP & DN 6" SD UP & DN 6" V UP & DNSOV 1.1 6 SOV 14.1 6 SOV 15.1 6 SOV 12.1 6 SOV 11.1 6 SOV 10.1 6 SOV 8.1 6 SOV 6.1 6 SOV 5.1 6 SOV 4.1 6 SOV 2.1 6 SOV 19.1 6 SOV 18.1 6 SOV 17.1 6SOV 21.1 6 SOV 23.1 6 SOV 9.1 6 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:11 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.108 PLUMBING PLAN - LEVEL 08-14 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 08-141 0 8' -0"16' -0"24' -0"32' -0" 1 REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. 2 3/4" CD UP TO ABV CLG FROM CONDENSATE PUMP. 4 PROVIDE HOSE BIBB BELOW PAVER BASED ON JR SMITH 5811 SERIES. PROVIDE BACKFLOW PREVENTOR AND DRAIN PIPING AS REQUIRED BY LOCAL AHJ. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' STAIR 01 R16D23 VESTIBULE R15H11 STAIR 02 R35 ELEVATOR LOBBY R15H10 STORAGE R15H09 ELEVATOR 03 R38 TRASH ROOM R15F16 VESTIBULE R15H15 FSAE LOBBY R15H14 ELEVATOR 01 R154 ELEVATOR 02 R155 4"RD-1 4"OD-1 (700 SF) 4"RD-1 4"OD-1 (700 SF) 4"RD-1 4"OD-1 (700 SF) 4"RD-1 4"OD-1 (750 SF) 1 1 1 6" SD DN 6" OD DN 6" SD DN 6" OD DN 6" SD DN 6" OD DN 6" SD DN 6" OD DN 6" SD UP 6" OD UP6" OD UP 6" SD UP 6" OD UP 6" SD UP 6" OD UP 6" SD UP 1 1 1/2" MG DN 1 1/2" MG UP 6" PCW DN 6" PCW UP 2" SS UP 2" SS UP SEE IRRIGATION PLANS FOR POC ON L14. SOV 1 2BR_2 R15G16 2BR_1 R15F15 2BR_1 R15F13 2BR_1 R15F12 ST_1 R15F11 2BR_1 R15F10 ALL GENDER RR R15F09C VESTIBLE R15F09B ALL GENDER RR R15F09A JANITOR R15F09D STORAGE R15J10 2BR_1 R15J11 ST_1 R15H12 2BR_1 R15H13 SOV 23 SOV 22 SOV 21 SOV 20 SOV 19 SOV 18 SOV 17 SOV 2 SOV 4 SOV 5 SOV 6 SOV 7 SOV 8 SOV 9 SOV 10 SOV 11 REFER TO REHEAT STATION PIPING DIAGRAM DETAIL 8 ON SHEET R1-P9.4 FOR CONTINUATION 3/4" CD 2 15A-15 FC SOV 13 SOV 14 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1" HWR UP 4" HW UP 4" CW UP SOV 1.1 6 2 SOV 8.1 6 2 SOV 19.1 6 SOV 17.1 6 SOV 21.1 6 SOV 23.1 6 2 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:11 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.115 PLUMBING PLAN - LEVEL 15 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - LEVEL 151 0 8' -0"16' -0"24' -0"32' -0" 1 3/4" CD FROM ABV AND DN THRU FLOOR. 2 VENT THROUGH ROOF IN LOCATION MIN. 10 FT AWAY FROM ANY WINDOW, DOORWAY, OR AIR INTAKE. LOCATE MIN. 1 FT AWAY FROM ANY VERTICAL SURFACE. SOVENT VENTING SHALL CONFORM WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' 6"RD-1 6"OD-1 (4,550 SF) 6"RD-1 6"OD-1 (5,000 SF) 6"RD-1 6"OD-1 (5,000 SF) 6"RD-1 6"OD-1 (2,100 SF) 16 FC R-02 SIU R-01 SIU 3/4" CD 3/4" CD 3/4" CD 1 1 1 2 2 CONDENSATE PUMP CONDENSATE PUMP 1 1/2" MG DN (2280 CFH) EQUIPMENT SERVICE CLEARANCE AREA (24' x 21') DWBP-1 HYDRO- PNEUMATIC TANK 2 R1-P9.4 EXTEND ENCLOSURE BY 3'-6" TMV STATION 2 R1-P9.4 1 R1-P9.5 FOR PIPING DIAGRAM, SEE 6" PCW DN SOFT COLD WATER TO GAS WATER HEATERS TYPICAL OF 3. NATURAL GAS TO GAS WATER HEATERS - SEE RISER DIAGRAM RR-1 RR-1 WS-1 CP 1,2 EXPANSION TANK SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:15 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.116 PLUMBING PLAN - ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - ROOF1 0 8' -0"16' -0"24' -0"32' -0" 1 3/4" CD FROM ABV AND DN THRU FLOOR. 2 VENT THROUGH ROOF IN LOCATION MIN. 10 FT AWAY FROM ANY WINDOW, DOORWAY, OR AIR INTAKE. LOCATE MIN. 1 FT AWAY FROM ANY VERTICAL SURFACE. SOVENT VENTING SHALL CONFORM WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2 3/4" CD DN THRU FLOOR. 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' SCUPPER STORM DRAINAGE TO LOWER ROOF LEVEL BELOW, REFER TO ARCHITECTURAL SHEETS FOR MORE DETAILS. SCUPPER STORM DRAINAGE TO LOWER ROOF LEVEL BELOW, REFER TO ARCHITECTURAL SHEETS FOR MORE DETAILS. SHEET NOTES GENERAL NOTES KEY PLAN Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:17 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P2.118 PLUMBING PLAN - TOP ROOF 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE:1/8" = 1'-0" PLUMBING PLAN - TOP ROOF1 0 8' -0"16' -0"24' -0"32' -0" 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SEE PRV STATION DETAIL LEVEL P1: 11' 0" GROUND LEVEL: 0' 0" LEVEL 03: 26' 0" LEVEL 04: 36' 0" LEVEL 05: 46' 0" LEVEL 06: 56' 0" LEVEL 07: 72' 6" LEVEL 02: 16' 0" 6"WATER METER (450 GPM) BOOSTER PUMP 3"CW(638 WSFU) 4"HW(528 WSFU) FUTURE: (5) RETAIL, (1) KITCHEN 2-1/2"CW: 100 WSFU 1-1/2"CW (FUTURE): 20 WSFU 6"PCW (3,091 WSFU) FOR PIPING CONTINUATION, SEE SHEET R1-P4.12 TO DWELLING UNITS (TYPICAL) 3/4" TBV-2, THERMOMEGATECH CIRCUITSOLVER #CS SERIES (TYPICAL OF 3) FOR PIPING CONTINUATION, SEE SHEET R1-P4.12 1 R1-P9.4 PRESSURE REDUCING STATION (ZONE L5) AT 4PSI/100-FT DWBP 1 2 2 2 # R07E12R07E12R07E12 WATER METER WATER METER WMH 7.X WMC 7.X 3"CW(638 WSFU) 4"HW(528 WSFU) 3/4" (2 GPM, TYPICAL) 3/4"HWC (2 GPM)1"HWC (6 GPM) 1"(14.5 WSFU TYPICAL) 1"HW(12 WSFU TYPICAL) 3"HW(264 WSFU) 4"HW (792 WSFU) 6"PCW(1,996 WSFU) 6"PCW(2,634 WSFU) 6"PCW(2,971 WSFU) 6"CW (3,091 WSFU) KEYED NOTES: 1. 2RR (FUTURE): WC: 2x 2.5, L: 2x 1.0, SH/BT: 2x 4.0, KS: 1x 1.5, DW: 1x 1.5, CLW: 1x 4.0 = TOTAL CW: 22, HW: 17 WSFU 2. 1RR (FUTURE): WC: 1x 2.5, L: 1x 1.0, SH/BT: 1x 4.0, KS: 1x 1.5, DW: 1x 1.5, CLW: 1x 4.0 = TOTAL CW: 14.5, HW: 12 WSFU 3. FITNESS (FUTURE): WC: 2x 5, L: 2x 1.0, HB: 1x 2.5 = TOTAL 9.5 WSFU 4. BUSINESS CENTER (FUTURE): WC: 1x 5, L: 1x 1.0, HB: 1x 2.5 = TOTAL 8.5 WSFU GENERAL NOTES: 1. PROVIDE CW (WMC-X) AND HW (WMH-X) SUB-METERS TO EACH DWELLING UNIT (TYPICAL). 2. ENSURE ALL VALVES ARE ACCESSIBLE. 6"RP BACKFLOW PREVENTER HB-1 HB-1 1" HB-1 1" HB-1 1" R06H13A R06H13B R06H13C 2"CW3/4"HW 3/4"CW 3/4"HW R06G16 3/4" TO DECK HYDRANT SEE FLOOR PLANS 3/4"CW 3/4"CW TO SERVE POOL EQUIPMENT R06J11 3/4" TO DECK HYDRANT SEE FLOOR PLANS HB-1 2-1/2"CW © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:44:18 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P4.11 DOMESTIC WATER RISER DIAGRAMS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker SCALE: NONE1DOMESTIC WATER RISER DIAGRAMS 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 LEVEL 08: 84' 0" LEVEL 09: 94' 6" LEVEL 10: 105' 0" LEVEL 11: 115' 0" LEVEL 12: 126' 0" LEVEL 13: 136' 6" LEVEL 14: 147' 0" LEVEL 15: 157' 6" ROOF LEVEL: 170' 0" 6"PCW (90 GPM/ 326 WSFU) 6"PCW(1,996 WSFU) 3"CW(638 WSFU) 4"HW(528 WSFU) FOR PIPING CONTINUATION, SEE SHEET R1-P4.11 WATER METER WATER METER WATER METER WATER METER CAPPED FOR FUTURE DWELLING UNITS (TYPICAL) 1/2" TBV-1, THERMOMEGATECH CIRCUITSOLVER #CS SERIES TO DWELLING UNITS (TYPICAL) TO DWELLING UNITS (TYPICAL) 2 R1-P9.4 1 R1-P9.5 WS 1 GWH 2 GWH 1 ET 1 CP 1 PRV R TMV R WMH 10.X WMC 10.X WMH 12.X WMC 12.X GWH 3 CW,HW 19 CW,HW 20 (T Y P I C A L ) CW,HW 18 (T Y P I C A L ) CW,HW 17 (T Y P I C A L ) CW,HW 16 (T Y P I C A L ) CW,HW 14 (T Y P I C A L ) CW,HW 15 (T Y P I C A L ) CW,HW 11 (T Y P I C A L ) CW,HW 13 (T Y P I C A L ) CW,HW 12 (T Y P I C A L ) CW,HW 10 (T Y P I C A L ) CW,HW 5 (T Y P I C A L ) CW,HW 9 (T Y P I C A L ) CW,HW 8 (T Y P I C A L ) CW,HW 7 (T Y P I C A L ) CW,HW 6 (T Y P I C A L ) CW,HW 4 (T Y P I C A L ) CW,HW 3 (T Y P I C A L ) CW,HW 2 (T Y P I C A L ) CW,HW 1 # 1 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1"(14.5 WSFU TYPICAL) 1-1/2"(29 WSFU) 1-1/4"HW(24 WSFU) 1-1/2"(43.5 WSFU) 1-1/2"HW(36 WSFU) 2"(58 WSFU) 2"HW(48 WSFU) 2"(72.5 WSFU, TYPICAL) 2"HW(60 WSFU, TYPICAL) 1"(14.5 WSFU TYPICAL) CAPPED FOR FUTURE DWELLING UNITS (TYPICAL) CAPPED FOR FUTURE DWELLING UNITS (TYPICAL) CAPPED FOR FUTURE DWELLING UNITS (TYPICAL) CAPPED FOR FUTURE DWELLING UNITS (TYPICAL) 1-1/2"(43.5 WSFU, TYPICAL) 2"HW(43.5 WSFU, TYPICAL) 3"CW(566 WSFU) 4"HW(435 WSFU) 2-1/2"(232 WSFU) 2-1/2"HW(192 WSFU) 4"CW(812.5 WSFU) 4"HW(639 WSFU) 2"(87 WSFU, TYP) 2"HW(72 WSFU, TYP) 6"(1,363.5 WSFU) 6"HW(1095 WSFU) 2"CW(145 WSFU) 2-1/2"HW(120 WSFU) 3"(435 WSFU) 3"HW(240 WSFU) 2-1/2"(377 WSFU) 3"HW(312 WSFU) 2"(145 WSFU) 2-1/2"HW(120 WSFU) 2"(159.5 WSFU) 2-1/2"HW(132WSFU) 2"(88 WSFU) 2"HW(68 WSFU) 1 1 1 1 1-1/4"(22 WSFU, TYPICAL) 1-1/2"(44 WSFU) 1-1/2"HW(34 WSFU) 2"(66 WSFU) 2"HW(51 WSFU) 2"(110 WSFU) 2"HW(85 WSFU) 2"(132 WSFU) 2-1/2"HW(102 WSFU) 6"CW(1,669.5 WSFU) 6"HW(1341 WSFU) 3/4" (1 GPM)3/4"HWC (5 GPM) 1 2 2 2 2 2 2 2 2 R09A25 R09D23 R09D21 R09A19 2 2 2 2 R09A17 2 2 R09A16 2 2 R09A12 2 R09D12 R08D12 22 R08A12 FOR PIPING CONTINUATION, SEE SHEET R1-P4.11 2 2 CW,HW 21 1-1/2"(29 WSFU) 1-1/4"HW(24 WSFU) 2"(58 WSFU) 2"HW(48 WSFU)2"(87 WSFU) 2"HW(96 WSFU) 1"HW(12 WSFU TYPICAL) 1"(14.5 WSFU TYPICAL) 1"HW(12 WSFU TYPICAL) 1"(14.5 WSFU TYPICAL) 1"HW(12 WSFU TYPICAL) 2"HW(72 WSFU) 1-1/4"(17 WSFU, TYPICAL) 2-1/2"(217.5 WSFU) 4"HW (576 WSFU) 6"HW (2133 WSFU) 6"HW (2133 WSFU) GENERAL NOTES: 1. PROVIDE CW (WMC-X) AND HW (WMH-X) SUB-METERS TO EACH DWELLING UNIT (TYPICAL). 2. ENSURE ALL VALVES ARE ACCESSIBLE. KEYED NOTES: 1. 2RR (FUTURE): WC: 2x 2.5, L: 2x 1.0, SH/BT: 2x 4.0, KS: 1x 1.5, DW: 1x 1.5, CLW: 1x 4.0 = TOTAL CW: 22, HW: 17 WSFU 2. 1RR (FUTURE): WC: 1x 2.5, L: 1x 1.0, SH/BT: 1x 4.0, KS: 1x 1.5, DW: 1x 1.5, CLW: 1x 4.0 = TOTAL CW: 14.5, HW: 12 WSFU 3/4" (3 GPM) 1/2" (1 GPM)1/2" (1 GPM)1/2" (0.5 GPM)1/2" (1 GPM)1/2" (0.5 GPM)1/2" (0.5 GPM)1/2" (0.5 GPM)1/2" (0.5 GPM)1/2" (0.5 GPM)1/2" (0.5 GPM) 1/2" (1 GPM) 1"HWC (6 GPM)1"HWC (11 GPM) 1-1/4"HWC (12 GPM)1-1/4"HWC (13 GPM) TO DWELLING UNITS (TYPICAL) 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4"HW(420 WSFU) 2-1/2"HW(120 WSFU) 2-1/2"HW(180 WSFU) 3"HW(240 WSFU) 3"HW(360 WSFU) 2-1/2"HW(120 WSFU) 4"HW(783 WSFU) 2-1/2"CW(217.5 WSFU) 2"CW(145 WSFU) 3"CW(507.5 WSFU) 2-1/2"CW(435 WSFU) 2"CW(145 WSFU) 4"CW(986.5 WSFU) 2-1/2"CW(217.5 WSFU)2-1/2"CW(362.5 WSFU) 2"HW(84 WSFU) 2-1/2"HW(120 WSFU) 3"HW(240 WSFU) 3"HW(216 WSFU) 4"HW(384 WSFU) 3"HW(360 WSFU) 2"(101.5 WSFU) 2"(116 WSFU) 2-1/2"(203 WSFU) 2"(174 WSFU) 3"(435 WSFU) 2-1/2"(406 WSFU) REHEAT STATION -L11-L15 SEE REHEAT STATION DETAIL 8 R1-P9.4 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:44:19 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P4.12 DOMESTIC WATER RISER DIAGRAMS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker SCALE: NONE1DOMESTIC WATER RISER DIAGRAMS 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 LEVEL P1: 11' 0" GROUND LEVEL: 0' 0" LEVEL 03: 26' 0" LEVEL 02: 16' 0" HPG BY GAS COMPANY SEE CIVIL FOR CONTINUATION GAS METER (4380 CFH, 2 PSI), GAS PRV BY GAS COMPANY TOTAL DEVELOPED LENGTH: 200 FEET 2" GAS EARTHQUAKE VALVE PACIFIC SEISMIC 313, 60 PSI RATED LEVEL 15: 157' 6" ROOF LEVEL: 170' 0" GPRV 1 GPRV 2 1-1/2"MG(2280 CFH) 1-1/2"G(760 CFH, TYP. OF 3) 1-1/2"MG(2280 CFH) 2"MG(4380 CFH) 2"G(800 CFH) POOL GAS HEATER (SEE POOL DWGS.) 2"G(1520 CFH, TYP. OF 3) 2-1/2"G(1520 CFH) GWH 1 GWH 3 1-1/2" PIETRO FIORENTINI GAS PRESS. REGULATOR WITH OVER-PRESSURE PROTECTION MODEL 31154OPD WITH 6 TO 14 INCH W.C. BLACK SPRING (5 PSI TO 10"W.C. AT 2280 CFH CAPACITY) LOW PRESS. TOTAL DEVELOPED LENGTH: 30 FEET 1" PIETRO FIORENTINI GAS PRESS. REGULATOR WITH OVER-PRESSURE PROTECTION MODEL 31152OPD WITH 6 TO 14 INCH W.C. BLACK SPRING (5 PSI TO 10"W.C. AT 800 CFH CAPACITY) LOW PRESS. TOTAL DEVELOPED LENGTH: 30 FEET 1 # GAS S.O.V. (TYPICAL) 1-1/2"G(400 CFH) 1-1/2"G(400 CFH) 2 3 3 GWH 2 KEYED NOTES: 1. CONTRACTOR TO CONTACT GAS COMPANY AND APPLY FOR NEW GAS METER PRIOR TO START OF WORK. 2. MEDIUM PRESSURE GAS PIPE SIZING WAS BASED ON 2019 CPC TABLE 1216.2(6). 3. LOW PRESSURE GAS PIPE SIZING WAS BASED ON 2019 CPC TABLE 1216.2(1). LEVEL 06: 56' 0" LEVEL 07: 72' 6" 3/4"G 120 CFH TO BBQ PIT 3/4"G 120 CFH TO FIRE PITCONNECT SOLENOID VALVE TO EMERGENCY PUSH BUTTON IN ACCESSIBLE AREA (TYP.) 1"G (940 CFH) 3/4"G 120 CFH TO BBQ PIT 1"G 700 CFH TO LINEAR FIRE PIT CONNECT SOLENOID VALVE TO EMERGENCY PUSH BUTTON IN ACCESSIBLE AREA (TYP.) 3/4"G 120 CFH TO BBQ PIT 1"G (240 CFH) 3/4"G (120 CFH)3/4"G 120 CFH TO BBQ PIT 3/4"MG (360 CFH) 2"MG (4380 CFH) 2"MG (4020 CFH) 1-1/4"MG (1740 CFH) 1"G (940 CFH) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 12" = 1'-0" 5/9/2025 1:44:19 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P4.31 GAS RISER DIAGRAM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG SCALE: NONE1GAS RISER DIAGRAM 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 FO R C O N T I N U A T I O N , S E E 1 / R 1 - P 5 . 1 2 B LEVEL P 01 -11' - 0" LEVEL 01 0' - 0" LEVEL 04 36' - 0" LEVEL 05 46' - 0" LEVEL 07 72' - 6" LEVEL 02 16' - 0" LEVEL 03 26' - 0" LEVEL 06 56' - 0" FS-1 2"(3) SEE CIVIL FOR CONTINUATION FOR CONTINUATION, SEE 1/ R1-P5.12C RETAIL 4"SS/2"V 8 DFU FOR FUTURE 8" (1398 DFU) 6" (257 DFU) 4" HUB-1 6"(250 DFU) 4" 48 DFU 4" 6 DFU SOV 1 3" 9 DFU 4" 63 DFU SOV 3 4" 72 DFU 3" 9 DFU SOV 4 4" 72 DFU 3" 9 DFU SOV 5 SOV 6 4" 74 DFU 3" 9 DFU SOV 7 4" 69 DFU 3" 9 DFU SOV 8 4" 72 DFU 3" 9 DFU SOV 9 4" 69 DFU 3" 9 DFU SOV 10 3" 9 DFU 4" 63 DFU SOV 12 3" 9 DFU 4" 76.5 DFU SOV 13 4" 6 DFU 4" 42 DFU SOV 14 4" 6 DFU 4" 42 DFU SOV 15 3" 9 DFU 4" 63 DFU SOV 16 SOV 4 SOV 5 4" (81 DFU) 4" (81 DFU) SS B.1 SOV 3 4" (98 DFU) 4" (72 DFU) SOV 1 4" (54 DFU) SS B 4" (162 DFU) 4" (170 DFU) 6" (386 DFU) SOV 22 4" (81 DFU) SS A 4" (168 DFU) SOV 23 4" (51 DFU) SS C 6" (510 DFU) SOV 21 4" (78 DFU) 4" (83 DFU) SOV 6 SOV 20 SOV 7 4" (69 DFU) 4" (83 DFU) 6" (315 DFU) SOV 194" (72 DFU) SOV 184" (72 DFU) 4" (19 DFU) 4" SS CAPPED FFU FOR RESTROOMS/JANITOR SPACES ON LEVEL ABOVE 6" (430 DFU) 6" (246 DFU) 6" (227 DFU) 4" (176 DFU) SS D 6" (388 DFU) SOV 17 SOV 10 4" (75 DFU) 4" (78 DFU) 6" (227 DFU) SOV 114" (74 DFU) 4" (152 DFU) SOV 84" (78 DFU) 4" (80 DFU) 3" (2 DFU) 3" SS CAPPED FFU FOR CLUB HOUSE ON LEVEL ABOVE 4" (81 DFU) SOV 9 4" (161 DFU) SS B 6" (450 DFU) 6" (618 DFU) SS A 4" (168 DFU) RESTROOM - R01G15 JANITOR - R01F15 4"SS/2"V 8 DFUFD-1 2"(2) FD-1 2"(2) 4" HUD-1 6"(250 DFU) SS C 6" (510 DFU) 6" (626 DFU) 8" (878 DFU) 6" (628 DFU) 8" (880 DFU) 8" (1390 DFU) FD-1 2"(2) FD-1 2"(2) 2" (5 DFU) 4" (252 DFU) 6" (262 DFU) 6" (264 DFU) 6" (272 DFU) 2" SS CAPPED FFU FOR BUSINESS CENTER SPACE ON LEVEL ABOVE 2" (2 DFU) 6" (450 DFU) 6 6 6 6 6 6 6 6 6 6 6 6 6 6 66 6 6 66 6 6 6 6 6 6 6 66 6 6 6 6 6 6 6 66 6 66 4" 74 DFU 3" 9 DFU 6 6 SOV 10.1 3" (14 DFU) SOV 9.13" (16 DFU) 6 6 6 6 6" (418 DFU) SOV 11.1 6" (404 DFU) 3" (14 DFU) SOV 8.1 3" (20 DFU) 6" (452 DFU) 62" (2 DFU) 2" SS UP TO SINK 4" (115 DFU) SOV 6.1 3" (32 DFU) 6 6 6 6 6 6 6" (508 DFU) 6 6 SOV 5.1 3" (16 DFU) 6 6 6" (332 DFU) 6 SOV 4.1 3" (18 DFU) SOV 2.1 3" (28 DFU) 4" (46 DFU) 4" (62 DFU) 6" (448 DFU) 6 6 6 SOV 23.1 3" (34 DFU) 4" (87 DFU) 2" (2 DFU) 2" SS UP TO SINK 4" (53 DFU) 6 6 6 6 6 6 6 6 6 6 6 6 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:25 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P5.12A SANITARY SEWER DIAGRAM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 LEVEL P 01 -11' - 0" LEVEL 01 0' - 0" LEVEL 04 36' - 0" LEVEL 05 46' - 0" LEVEL 07 72' - 6" LEVEL 02 16' - 0" LEVEL 03 26' - 0" LEVEL 06 56' - 0" GREASE INTERCEPTORSEWAGE EJECTOR SEE CIVIL FOR CONTINUATION FO R C O N T I N U A T I O N , S E E 1 / R 1 - P 5 . 1 2 A FOR CONTINUATION, SEE 1/ R1-P5.12D F&B 150 DFU FOR FUTURE 4" (150 DFU) 4"4"PD (300 GPM) 4" (50 DFU) 6" (257 DFU) 6" (257 DFU) 4" (150 DFU) HUB-1 6"(250 DFU) 4" 69 DFU 3" 6 DFU SOV 17 4" 72 DFU 3" 6 DFU SOV 21 4" 72 DFU 3" 9 DFU SOV 22 SOV 23 SS E 6" (413.5 DFU) SOV 144" (48 DFU) 4" (104 DFU) SOV 134" (85.5 DFU) SOV 164" (72 DFU) SOV 124" (72 DFU) 4" (48 DFU) SOV 15 4" (144 DFU) 6" (229.5 DFU) FD-1 2"(2) 2" FD-1 2"(2) 2" FS-1 2"(3) 2" FS-1 2"(3) 2"BACK WATER DRAIN 6"(210) 4" SS F 6" (220 DFU) 4" SS CAPPED FFU FOR RESTROOMS/JANITOR SPACES ON LEVEL ABOVE4" (21 DFU) 6" (307 DFU) RETAIL 4"SS/2"V 8 DFU FOR FUTURE RETAIL 4"SS/2"V 8 DFU FOR FUTURE 4" HUD-1 6"(250 DFU) SS E 6" (413.5 DFU) SS F 6" (307 DFU) 8" (759 DFU) SS D 6" (452 DFU) TS TS 8" (663.5 DFU) 10" (1422.5 DFU) 10" (2030.5 DFU) 6" (608 DFU) 10" (2038.5 DFU) 3" 25 DFU CONT. TO GREASE INTERCEPTOR 2" (5 DFU) 6" (270 DFU) 6" (320 DFU) 6" (255 DFU) 4" (150 DFU) 6" (400 DFU) 6" (470 DFU) 6" (280 DFU) 6" (272 DFU) 6" (288 DFU) 6" (508 DFU) 2" V CAPPED FFU FOR BUSINESS CENTER (2 DFU) 3" V CAPPED FFU FOR RESTROOMS/JANITOR SPACES (21 DFU) 4" (220 DFU) 3" (21 DFU) 6" (749 DFU) 2" V CAPPED FFU FOR CLUB HOUSE (2 DFU) 3" V CAPPED FFU FOR RESTROOMS/JANITOR SPACES (19 DFU) 3" (21 DFU) 6" (770 DFU) CONT. VENT THROUGH ROOF IN LOCATION MIN. 10 FT AWAY FROM ANY WINDOW, DOORWAY, OR AIR INTAKE. LOCATE MIN. 1 FT AWAY FROM ANY VERTICAL SURFACE. 6 6 6 6 6 4" 42 DFU 4" 9 DFU 6 6 6 666 SS B.1 4" (98 DFU) SOV 1.13" (24 DFU) SOV 24" (74 DFU) 6 2" 3 DFU SOV 14.1 SOV 14.1 3" (24 DFU) 6" (333.5 DFU) 6 2" 4 DFU 3" 28 DFU SOV 15.1 SOV 15.1 3" (32 DFU) 6 2" 4 DFU 3" 28 DFU SOV 12.1 SOV 12.13" (32 DFU) 4" (80 DFU) 4" (80 DFU) 6 6 SOV 8.1 3" 16 DFU 2" 4 DFU 2" 2 DFU 3" 14 DFU SOV 9.1 6 4" (36 DFU) SOV 19.13" (30 DFU) SOV 21.13" (16 DFU) 4" (30 DFU) SOV 18.1 3" (14 DFU) SOV 17.1 3" (16 DFU) 4" (66 DFU) 6" (241 DFU) 6 6 6 6 6 2" 4 DFU 3" 28 DFU SOV 6.1 6 2" 4 DFU 3" 14 DFU SOV 4.1 2" 2 DFU 3" 14 DFU SOV 5.1 2" 2 DFU 3" 32 DFU SOV 23.1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:30 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P5.12B SANITARY SEWER DIAGRAM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 LEVEL 09 94' - 6" LEVEL 10 105' - 0" LEVEL 11 115' - 6" LEVEL ROOF 170' - 0" LEVEL 08 84' - 0" FOR CONTINUATION, SEE 1/ R1-P5.12A LEVEL 12 126' - 0" LEVEL 13 136' - 6" LEVEL 14 147' - 0" LEVEL 15 157' - 6" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" SOV 1 4" 48 DFU 4" 54 DFU 2" 6 DFU SOV 2 (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 4" 63 DFU 4" 72 DFU 2" 9 DFU SOV 3 (9 DFU) 3" (6 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 4 2" 9 DFU (6 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 5 4" 72 DFU 4" 81 DFU 2" 9 DFU SOV 6 (11 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 7 4" 74 DFU 4" 83 DFU 2" 9 DFU (6 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 8 4" 69 DFU 4" 78 DFU 2" 9 DFU (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 9 4" 72 DFU 4" 81 DFU 2" 9 DFU (6 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 10 4" 69 DFU 4" 78 DFU 2" 9 DFU (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 4" 63 DFU 4" 72 DFU 2" 9 DFU SOV 12 (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 4" 76.5 DFU 4" 85.5 DFU 2" 9 DFU SOV 13 (9 DFU) 3" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" 4" 42 DFU 4" 48 DFU 2" 6 DFU SOV 14 (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" 4" 42 DFU 4" 48 DFU 2" 6 DFU SOV 15 (6 DFU) 4" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 4" 63 DFU 4" 72 DFU 2" 9 DFU SOV 16 (9 DFU) 3" (11 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 3" 9 DFU 4" 65 DFU 4" 65 DFU 4" 74 DFU 2" 9 DFU SOV 11 SOV 11 (13.5 DFU) ALL GENDER RRS, VESTIBUL E, AND JANITOR 4" RR-1 2"(3) RR-1 2"(3) SOV 2 CONT. VENT THROUGH ROOF IN LOCATION MIN. 10 FT AWAY FROM ANY WINDOW, DOORWAY, OR AIR INTAKE. LOCATE MIN. 1 FT AWAY FROM ANY VERTICAL SURFACE. SOVENT VENTING SHALL CONFORM WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (TYP.) 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 66 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 66 66 66 66 66 66 66 66 66 6 6 4" 72 DFU 4" 81 DFU 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 66 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 (11 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 4" 74 DFU 4" 83 DFU 2" 9 DFU (11 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 3" 9 DFU 4" 65 DFU 4" 65 DFU 4" 74 DFU 2" 9 DFU © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P5.12C SANITARY SEWER DIAGRAM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 LEVEL 09 94' - 6" LEVEL 10 105' - 0" LEVEL 11 115' - 6" LEVEL ROOF 170' - 0" LEVEL 08 84' - 0" FO R C O N T I N U A T I O N , S E E 1 / R 1 - P 5 . 1 2 C FOR CONTINUATION, SEE 1/ R1-P5.12B LEVEL 12 126' - 0" LEVEL 13 136' - 6" LEVEL 14 147' - 0" LEVEL 15 157' - 6" (6 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 17 4" 69 DFU 4" 75 DFU 2" 6 DFU SOV 18 SOV 18 (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 3" 9 DFU 4" 63 DFU 4" 63 DFU 4" 72 DFU 2" 9 DFU SOV 19 SOV 19 (6 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 3" 9 DFU 4" 60 DFU 4" 63 DFU 4" 69 DFU 2" 6 DFU SOV 20 SOV 20 (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 21 4" 72 DFU 4" 78 DFU 2" 6 DFU (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" SOV 22 4" 72 DFU 4" 81 DFU 2" 9 DFU SOV 23 CONT. VENT THROUGH ROOF IN LOCATION MIN. 10 FT AWAY FROM ANY WINDOW, DOORWAY, OR AIR INTAKE. LOCATE MIN. 1 FT AWAY FROM ANY VERTICAL SURFACE. SOVENT VENTING SHALL CONFORM WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (TYP.) 6 6 6 6 6 6 6 6 6 6 (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" (6 DFU) 4" 4" 48 DFU 4" 57 DFU 2" 9 DFU 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" (9 DFU) 3" 3" 9 DFU 4" 63 DFU 4" 63 DFU 4" 72 DFU 2" 9 DFU SOV 1.1 SOV 1.1 (2 DFU) 2" (3 DFU) 2" (3 DFU) 2" (3 DFU) 2" (3 DFU) 2" (3 DFU) 2" (3 DFU) 2" 2" 3 DFU 3" 21 DFU 3" 22 DFU 3" 24 DFU 2" 2 DFU 6 (3 DFU) 2" (3 DFU) 2" (3 DFU) 2" (3 DFU) 2" (3 DFU) 2" (3 DFU) 2" 3" 21 DFU 3" 24 DFU 2" 3 DFU SOV 14.1 (3 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" 3" 28 DFU 3" 32 DFU 2" 4 DFU SOV 15.1 (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" 3" 28 DFU 3" 32 DFU 2" 4 DFU SOV 12.1 (4 DFU) 2" 6 SOV 8.1 (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 3" 16 DFU 3" 20 DFU 2" 4 DFU 3" 12 DFU (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 3" 14 DFU 3" 16 DFU 2" 2 DFU SOV 9.1 (2 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" 3" 28 DFU 3" 32 DFU 2" 4 DFU SOV 6.1 (4 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 3" 14 DFU 3" 18 DFU 2" 4 DFU SOV 4.1 (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 3" 14 DFU 3" 16 DFU 2" 2 DFU SOV 5.1 (2 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" 3" 32 DFU 3" 34 DFU 2" 2 DFU SOV 23.1 (4 DFU) 2" (4 DFU) 2" © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P5.12D SANITARY SEWER DIAGRAM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6 05/09/2025 REVISION TO PERMIT 6/23/2025 SOV 11.1 SOV 11.1 (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 2" 2 DFU 3" 12 DFU 3" 14 DFU 2" 2 DFU SOV 10.1 SOV 10.1 (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 2" 2 DFU 3" 12 DFU 3" 12 DFU 3" 14 DFU 2" 2 DFU LEVEL 09 94' - 6" LEVEL 10 105' - 0" LEVEL 11 115' - 6" LEVEL ROOF 170' - 0" LEVEL 08 84' - 0" LEVEL 12 126' - 0" LEVEL 13 136' - 6" LEVEL 14 147' - 0" LEVEL 15 157' - 6" CONT. VENT THROUGH ROOF IN LOCATION MIN. 10 FT AWAY FROM ANY WINDOW, DOORWAY, OR AIR INTAKE. LOCATE MIN. 1 FT AWAY FROM ANY VERTICAL SURFACE. SOVENT VENTING SHALL CONFORM WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (TYP.) 3" 12 DFU SOV 18.1 SOV 18.1 (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 2" 2 DFU 3" 12 DFU 3" 12 DFU 3" 14 DFU 2" 2 DFU SOV 17.1 SOV 17.1 (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 2" 2 DFU 3" 14 DFU 3" 14 DFU 3" 16 DFU 2" 2 DFU (2 DFU) 2" SOV 21.1 SOV 21.1 (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" (2 DFU) 2" 2" 2 DFU 3" 14 DFU 3" 14 DFU 3" 16 DFU 2" 2 DFU (2 DFU) 2" SOV 19.1 SOV 19.1 (2 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" 2" 4 DFU 3" 26 DFU 3" 26 DFU 3" 30 DFU 2" 4 DFU (4 DFU) 2" SOV 2.1 SOV 2.1 (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" (4 DFU) 2" 2" 4 DFU 3" 24 DFU 3" 24 DFU 3" 28 DFU 2" 4 DFU © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 5/9/2025 1:44:45 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P5.12E SANITARY SEWER DIAGRAM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 6 05/09/2025 REVISION TO PERMIT 6 6/23/2025 SCALE: NTS1STORM DRAIN RISER DIAGRAM - WEST TOWER L1 - WEST L6 - WEST L7 - WEST L5 - WEST L4 - WEST L3 - WEST L2 - WEST GENERAL NOTES: 1. ALL PIPING SLOPE AT 1% UNLESS OTHERWISE SPECIFIED. 2. SD PIPING, SEE CIVIL DWGS. FOR CONTINUATION. 3. OD PIPING TERMINATE TO EXTERIOR WALL AT 12" ABOVE FINISH GRADE. PROVIDE DOWNSPOUT COVER PER ARCHITECT'S SPECS. 4. STORM DRAIN PIPING SYSTEM SHALL BE SIZED BASED ON 2-INCHES RAINFALL RATE PER HOUR PER LOCAL ORDINANCE. L9 - WEST L8 - WEST L10 - WEST L11 - WEST L12 - WEST L13 - WEST L14- WEST L15 - WEST TOP ROOF - WEST 6"OD-1 (5,000 SF) 6"RD-1 (5,000 SF) 6"OD-1 (5,000 SF) 6"RD-1 (5,000 SF) 6"RD-1 (2,100 SF) 6"OD-1 (2,100 SF) LP1 - WEST SEE CIVIL DWGS FOR CONT. 4'x4'x9' SP PIT SP-1,2 4"ED-14"ED-1 L1 - WEST L6 - WEST L7 - WEST L5 - WEST L4 - WEST L3 - WEST L2 - WEST L9 - WEST L8 - WEST L10 - WEST L11 - WEST L12 - WEST L13 - WEST L14- WEST L15 - WEST TOP ROOF - WEST LP1 - WEST 6"OD-1 (4,550 SF) 6"RD-1 (4,550 SF) ROOF - WESTROOF - WEST 4"RD-1 (700 SF) 4"OD-1 (700 SF) 4"RD-1 (700 SF) 4"OD-1 (700 SF) 4"RD-1 (700 SF) 4"OD-1 (700 SF) 4"RD-1 (750 SF) 4"OD-1 (750 SF) 3" SD CONT. TO PLANTER DRAIN. REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. 6"OD (2,850 SF) 6"SD (2,850 SF) 4"OD (2,150 SF) 4"SD (2,150 SF) 6"OD (4,950 SF) 6"SD (4,950 SF) 6"OD (10,000 SF) 6"SD (10,000 SF) 3" SD CONT. TO PLANTER DRAIN. REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. (TYP. ALL CONTINUATIONS ON THIS BRANCH.) 4"RD-1 (2,000 SF) 4"OD-1 (2,000 SF) 4"RD-1 (2,000 SF) 4"OD-1 (2,000 SF) 4"RD-1 (350 SF) 4"OD-1 (350 SF) 3" SD4"RD-1 (350 SF) 4"OD-1 (350 SF) 3" SD4"RD-1 (300 SF) 4"OD-1 (300 SF) 3" SD4"RD-1 (350 SF) 4"OD-1 (350 SF) 3" SD4"RD-1 (350 SF) 4"OD-1 (350 SF) 3" SD4"RD-1 (300 SF) 4"OD-1 (350 SF) 3" SD4"RD-1 (850 SF) 4"OD-1 (850 SF) 3" SD 4"OD (2,150 SF) 4"SD (2,150 SF) 6"OD (4,150 SF) 6"SD (4,150 SF)6"SD (6,150 SF) 6"OD (6,150 SF) 4"RD-1 (1,300 SF) 4"OD-1 (1,300 SF) 4"SD (2,150 SF) 4"OD (2,150 SF) 4"RD-1 (850 SF) 4"OD-1 (850 SF) 4"RD-1 (800 SF) 4"OD-1 (800 SF) 3" SD CONT. TO PLANTER DRAIN. REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. 4"RD-1 (1050 SF) 4"OD-1 (1050 SF) 3" SD CONT. TO PLANTER DRAIN. REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. 6"SD (6,400 SF) 6"OD (6,400 SF) 4"ED-1 4"SD 4"ED-1 4"ED-1 4"ED-1 4"ED-1 4"ED-1 4"ED-1 4"ED-1 4"ED-1 4"ED-1 4"SD8"SD (14,950 SF)TD-1 (150 SF) TD-1 (150 SF) 3"SD (150 SF) 3"SD (300 SF) 6"SD (8,550 SF) TD-1 (0 SF)3"SD 4"SD 4"SD 4"SSD AT 25 GPM FOR CONT. SEE WATER PROOFING DRAWINGS TD-1 (150 SF) TD-1 (150 SF) 3"SD (150 SF) 3"SD (300 SF) 3"SD 2"PD 4"SD8"SD (15,250 SF) 8"SD (15,550 SF)8"SD (15,250 SF) 10"SD (24,100 SF) 10"SD (30,250 SF) 4"AD-1 10"SD (24,100 SF) 6"OD (8,550 SF) 6"DSN-1 6"DSN-1 8"OD (14,950 SF) 8"DSN-1 4"V (GOOSE NECK TERMINATION IN CEILING SPACE) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:44:46 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P5.21 STORM RISER DIAGRAM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 1 INSULATION OF PIPING, VALVES AND FITTINGS 2 PIPE RISER SUPPORT-CONCRETE FLOOR 3 NO-HUB PIPE BRACING FOR VERTICAL PIPING 4 TYPICAL PIPE SUPPORT DETAIL 5 DETAIL OF PIPE HANGERS 6 NO-HUB PIPE BRACING FOR HORIZONTAL PIPING 7 HUB DRAIN AT FIRE RISER 8 CONDENSATE DRAIN CONN. TO LAV TAILPIECE SECTIONAL INSULATION FIBERGLASS 3" FIRE RETARDANT JACKET WRAP WITH FIBERGLASS REINFORCING CLOTH. PREMOLDED FIBERGLASS OR RADIAL MITERED FINISH COAT OF MASTIC COAT OF MASTIC OVERLAP 2 INCHES ON PIPE INSULATION. SKIM COAT OF INSULATION CEMENT. PIPE INSULATION. EXPOSED VALVES AND FITTINGS MITERED FITTING PREMOLDED FITTING WRAP WITH 1 INCH THICK, 1 POUND DENSITY TO VAPOR SEAL HORIZONTAL COLD WATER PIPING. SECURE WITH WIRE OR TAPE. CONCEALED VALVES AND FITTINGS BUTT STRIP AT JOINTS. SECURE WITH ADHESIVE AND OUTER HOLDING BAND OR USE SELF-SEALING LAPS TYPICAL AT ALL JOINTS. REQUIRED PIPE INSULATION THICKNESS. SEALING LAP. SECURE WITH ADHESIVE ALL SEALS AND LAPS AT TOP. NOTES: 1. PIPE PENETRATION THROUGH RATED AND NON-RATED FLOOR ASSEMBLIES. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED TO MAINTAIN FIRESTOP RATING. 2. SELECT RISER CLAMP AS REQUIRED TO SUPPORT MINIMUM 1.5X THE DESIGN OPERATING WEIGHT OF EACH PIPE SECTION. PROVIDE FIRE STOP MATERIAL WHERE REQUIRED TO MAINTAIN RATED ASSEMBLY. 4-BOLT RISER CLAMP 1/4" STEEL PLATE PIPE GALVANIZED FINISH. HANGER, ROD & INSERT SHALL BE ALL METAL SHIELD GALVANIZED NOTE: INSULATION THREADED ROD CLEVIS HANGER DOUBLE LOCKNUTS FELT LINING 1/4" MIN THICKNESS DOUBLE LOCKNUTS (TYPICAL) (TYPICAL) COPPER PIPING STANDARD COVERING SHIELD NOTES: 1. EQUAL TO TOLCO CLEVIS HANGER WITH FELT LINING. 2. UTILIZE FOR SUSPENSION OF ALL WATER PIPING. INSULATED PIPES (HOT OR COLD) (BELOW 4") UNINSULATED PIPES (BELOW 4") COVERING SHIELD STANDARD PIPE (4" AND ABOVE) (COLD) INSULATED PIPES SPREADER TO BE USED ON PIPE SIZES 10" AND ABOVE UNINSULATED PIPES (4" AND ABOVE) (COLD) SPREADER TO BE USED ON PIPE SIZES 10" AND ABOVE NOTES: 1. OBTAIN APPROVAL FROM STRUCTURAL ENGINEER FOR PROPOSED TYPES OF STRUCTURAL ATTACHMENTS. 1"2" 24" 6" W SECURED TO WALL 8"∅ HUB DRAIN 6" X 8" INCREASER 4" VENT 1/2" TP DRAIN RISER FROM ELECTRONIC TRAP PRIMER INSULATED CNDS LINE CHROME PLATED ESCUTCHEON CHROME PLATED COPPER TUBING 1 1/4" TAILPIECE TEE CONNECTION 1 1/2" TAILPIECE WALL LAVATORY FIN. FLOOR BRANCH FRICTION CLAMP AND RODS. OPENING OR CHANGE OF DIRECTION. INSTALL ON EVERY BRANCH TYPICAL BRACE TO PREVENT ON EACH SIDE OF JOINT WITH TO BUILDING STRUCTURE OR AND LARGER. SECURE BRACE LOCATE ON ALL PIPING 6 INCH HORIZONTAL MOVEMENT. TYPICAL COUPLING 6" AND LARGER PER CPC REQUIREMENTS ALL PIPES SHALL BE SUPPORTED TYPICAL HANGER A FLOOR ROOF A ELEV. A-A 10-FT MAX. TYPICAL FRICTION CLAMP AT EACH FLOOR. SEE DETAIL BELOW NOTES : 1. PIPE SEISMIC BRACING DETAILS SHALL BE PROVIDED BY ISAT ENGINEERS ON SEPARATE SUBMITTALS. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:44:47 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P9.1 PLUMBING DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SCALE: NONESCALE: NONE SCALE: NONESCALE: NONE SCALE: NONE SCALE: NONE 1 1/2"UP TO 125 SEE NOTE 2 RECEPTOR APPROVED SLOPE TO S.P.x1.5+2" S.P.x0.5+1" S.P.x1.5+2" S.P.x1.5+2" THE NIPPLE ON THE UNIT. LEAST THE SAME SIZE AS DRAIN LINE SHALL BE AT S.P. = SYSTEM STATIC PRESSURE-INCHES BLOW THRU DRAW THRU 'A' 'B'UNIT TYPE 41-90 1 1/4 " 1" 3/4 " 21-40 UP TO 20 DRAIN SIZETONS 6" MIN. 3" 'A''B' DIELECTRIC UNION HVAC EQUIPMENT TYPE 'M' COPPER TUBING WITH WROUGHT COPPER FITTING NOTES: 1. ALL INTERIOR CONDENSATE DRAINS ABOVE CEILING SHALL BE INSULATED. 2. IF HORIZONTAL RUN IS GREATER THAN 15 FT., INSTALL VENT, SAME SIZE AS DRAIN. 3. PROVIDE SECONDARY CONDENSATE DRAIN (SCD) SAME SIZE AS THE PRIMARY DRAIN. TERMINATE SCD AT 1-INCH BELOW THE CEILING WITH DECORATIVE ESCUTCHEON. COORDINATE TERMINATION LOCATION WITH THE ARCHITECT. 1 VENT THROUGH ROOF DETAIL4ROOF PIPE SUPPORT 2 CONDENSATE DRAIN DETAIL5WALL CLEANOUT 3 PUMPED CONDENSATE DRAIN DETAIL (AS NEEDED) 6 FLOOR CLEANOUT SET IN BED OF MASTIC. VERIFY MASTIC TYPE WITH ROOF MEMBRANE MANUFACTURER AND GENERAL CONTRACTOR (COORD. WITH DIV. 7 SPECS). NOTES: 1. SUPPORT PIPE AT INTERVAL PER CURRENT CPC AND AT EACH ELBOW. U-CLAMP, 1/8" STEEL, 1-5/8" WIDE. PIPE INSULATION AND JACKET (WHERE APPLICABLE) PRE-ASSEMBLED STAINLESS STEEL THREADED SUPPORT RODS AND CHANNEL STRUT. PIPE PIPE SADDLE STEEL REINFORCING BOOT ROOF ROOFING NOTE: SEE ARCHITECTURAL FOR WATER PROOFING VENT TERMINATION HEIGHT PER LOCAL CODE REQUIREMENTS CAULKING MASTIC (WATER TIGHT SEAL) COUNTER FLASHING SLEEVE NON-HARDENING ELASTOMER SEALANT SEAMLESS LEAD ROOF FLASHING MOP LEAD IN WITH ROOFING ROOF CONSTRUCTION, REF. ARCH. DWGS.SEE PLAN FOR SIZE MATERIAL NO-HUB COUPLING, MIN 4 BANDS (TYP). AS REQUIRED. CONCRETE SURFACE CLEANOUT COVER CLEANOUT PLUG FINISHED FLOOR OR FLOOR COVERING CAULKING FERRULE WALL SAME AS CLEANOUT BALANCE OF PIPING WASTE OR VENT MAY EXTEND AS A TO GRADE 1/8" C.I. BEND FLOOR LINE STAINLESS STEEL WALLCOVER & SCREW PLUGGED TEE WITH CLEANOUT CAP. 1" 1 1/4" 3/4" EQMT. (TONS REF) THRU 20 THRU 40 THRU 90 THRU 125 1 1/2" MECH. CONTRACTOR REQUIRED. ADAPT TO UNIT AS SCREWED CLEANOUT PLUGS. (TYP.) VENT NOT LESS THAN 8" ADAPTER A.C. UNIT BY CEILING 1% SLOPE NOTES : CHECK VALVE SOV CD EQUIPMENT HOUSEPAD/SUPPORT BY MECH. CONTR. CD, PROVIDE APPROVED PIPE SUPPORT & INSULATION PROVIDE APPROVED PIPE SUPPORT & INSULATION CONDENSATE PUMP BY MECH. CONTRACTOR AS NEEDED, INSTALLED BY PLBG. CONTR. (PROVIDE APPROVED SEISMIC SUPPORT) FCD, SEE FLOOR PLANS FOR CONTINUATION CD/FCD SIZE (IN.) 1. PROVIDE SECONDARY CONDENSATE DRAIN (SCD) SAME SIZE AS THE PRIMARY DRAIN. TERMINATE SCD AT 1-INCH BELOW THE CEILING WITH DECORATIVE ESCUTCHEON. COORDINATE TERMINATION LOCATION WITH THE ARCHITECT. SEE NOTE-1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:44:47 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P9.2 PLUMBING DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SCALE: NONESCALE: NONESCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 1 PIPE PENETRATION THRU FIRE RATED CONC. WALL & FLOOR3PIPE PENETRATION THROUGH FIRE RATED CONC. WALL & FLOOR5PIPE PENETRATION NOTES 2 PIPE PENETRATION THRU FIRE RATED GYPSUM WALL 6 NO-HUB PIPE SWAY BRACING FOR HORIZONTAL PIPING 4 NO-HUB PIPE BRACING FOR MULTIPLE FITTINGS 7 TYPICAL SUB-WATER METER PIPING DETAIL M System No. C-AJ-1421 SECTION A-A 1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 6 IN. (152 MM). SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2. METALLIC SLEEVE - (OPTIONAL) NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH FLOOR OR WALL SURFACES.3. THROUGH-PENETRANT - ONE METALLIC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, TUBE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (0 MM) (POINT CONTACT) TO MAX 5-3/8 IN. (137 MM). PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: A. STEEL PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. COPPER PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. D. COPPER TUBING - NOM 4 IN. (102 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL CONDUIT. F. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT). 4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. PACKING MATERIAL - MIN 4 IN. (102 MM) THICKNESS OF MIN 4 PCF (64 KG/M3) MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.B. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/4 IN. (6 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. FOR 3 HR RATED ASSEMBLIES, A MIN 1/4 IN. (6 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE/PIPE INTERFACE AT THE POINT CONTACT LOCATION ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE SEALANT OR CP604 SELF-LEVELING FIRESTOP SEALANT. CP604 SHALL BE USED IN FLOOR APPLICATIONS ONLY. WHEN CP604 IS USED, F RATING IS 2 HR.*BEARING THE UL CLASSIFICATION MARK A REPRODUCED BY HILTI, INC. COURTESY OF UNDERWRITERS LABORATORIES, INC. APRIL 26, 2004 F Rating - 2 and 3 Hr (See Item 4B) T Rating = 0 Hr A 4B 2 3 4B 1 4A System No. C-AJ-1226 SECTION A-A A REPRODUCED BY HILTI, INC. COURTESY OF UNDERWRITERS LABORATORIES, INC. JUNE 27, 2007 F Rating - 3 Hr T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft Hilti Firestop Systems 1. FLOOR OR WALL ASSEMBLY —MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 32 IN.2. METALLIC SLEEVE —(OPTIONAL) NOM 32 IN. DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH FLOOR OR WALL SURFACES OR EXTENDING A MAX OF 3 IN. ABOVE FLOOR OR BEYOND BOTH SURFACES OF WALL. 2A. SHEET METAL SLEEVE —(OPTIONAL) MAX 6 IN. DIAM, MIN 26 GA GALV STEEL PROVIDED WITH A 26 GA GALV STEEL SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPROX MID-HEIGHT, OR FLUSH WITH BOTTOM OF SLEEVE IN FLOORS, AND SIZED TO BE A MIN OF 2 IN. LARGER THAN THE SLEEVE DIAM. THE SLEEVE IS TO BE CAST IN PLACE AND MAY EXTEND A MAX OF 4 IN. BELOW THE BOTTOM OF THE DECK AND A MAX OF 1 IN. ABOVE THE TOP SURFACE OF THE CONCRETE FLOOR.2B. SHEET METAL SLEEVE —(OPTIONAL) - MAX 12 IN. DIAM, MIN 24 GA GALV STEEL PROVIDED WITH A 24 GA GALV STEEL SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPROX MID-HEIGHT, OR FLUSH WITH BOTTOM OF SLEEVE IN FLOORS, AND SIZED TO BE A MIN OF 2 IN. LARGER THAN THE SLEEVE DIAM. THE SLEEVE IS TO BE CAST IN PLACE AND MAY EXTEND A MAX OF 4 IN. BELOW THE BOTTOM OF THE DECK AND A MAX OF 1 IN. ABOVE THE TOP SURFACE OF THE CONCRETE FLOOR.3. THROUGH-PENETRANT —ONE METALLIC PIPE, TUBE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1-7/8 IN. PENETRANT MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PENETRANTS MAY BE USED: A. STEEL PIPE —NOM 30 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE —NOM 30 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. COPPER PIPE —NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. D. COPPER TUBING —NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. CONDUIT —NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT. F. CONDUIT —NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT). 4. FIRESTOP SYSTEM —THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. PACKING MATERIAL —MIN 4 IN. THICKNESS OF MIN 4 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR SLEEVE OR FROM BOTH SURFACES OF WALL OR SLEEVE AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.B. FILL, VOID OR CAVITY MATERIAL*—SEALANT —MIN 1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR SLEEVE OR WITH BOTH SURFACES OF WALL OR SLEEVE. AT THE POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PENETRANT AND CONCRETE OR SLEEVE, A MIN 1/4 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE OR SLEEVE/ PIPE PENETRANT INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —FS-ONE SEALANT *BEARING THE UL CLASSIFICATION MARK A 2 3 4B 3 14B 4A Hilti Firestop Systems C CLASSI FIED Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US C CLASSI F IED Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US Hilti Firestop Systems System No. W-L-1206 SECTION A-A 1. WALL ASSEMBLY —THE FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400 OR V400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS —"C-T" SHAPED STUDS 1-5/8 IN. WIDE BY 2-1/2 IN. DEEP, FABRICATED FROM 25 MSG GALV STEEL, SPACED MAX 24 IN. OC. B. GYPSUM BOARD*—ONE LAYER OF NOM 1 IN. THICK, 24 IN. WIDE GYPSUM LINER AND ONE OR TWO LAYERS OF NOM 5/8 IN. THICK, 4 FT. WIDE GYPSUM BOARD WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPES, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAMOF OPENING IS 10-1/2 IN. 1A. WALL ASSEMBLY —AS AN ALTERNATE TO THE ABOVE WALL ASSEMBLY, THE 1 OR 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS —WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. B. GYPSUM BOARD*—THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 10-1/2 IN. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. METALLIC SLEEVE —MAX 10-1/2 IN. DIAM CYLINDRICAL SLEEVE FABRICATED FROM MIN 0.016 IN. THICK (28 GAUGE) GALV SHEET STEEL AND HAVING A MIN 1 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF STEEL SLEEVE TO BE EQUAL TO THICKNESS OF WALL. SLEEVE INSTALLED BY COILING THE SHEET STEEL TO A DIAM SMALLER THAN THE THROUGH OPENING, INSERTING THE COIL THROUGH THE OPENING AND RELEASING THE COIL TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS IN THE GYPSUM BOARD LAYERS. SLEEVE MAY ALSO BE FORMED OF NO. 8 STEEL WIRE MESH HAVING A MIN 1 IN. LAP ALONG THE LONGITUDINAL SEAM.3. THROUGH-PENETRANTS —ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. AN ANNULAR SPACE OF MIN 0 IN. (POINT CONTACT) TO MAX 1-7/8 IN. IS REQUIRED WITHIN FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE —NOM 8 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE —NOM 8 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT —NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR 4 IN. DIAM STEEL CONDUIT. D. COPPER TUBING —NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE —NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. F. FLEXIBLE STEEL CONDUIT+—NOM 2 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. SEE FLEXIBLE METAL CONDUIT (DXUZ) CATEGORY IN THE ELECTRICAL CONSTRUCTION EQUIPMENT DIRECTORY FOR NAMES OF MANUFACTURERS. 4. FIRESTOP SYSTEM —THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. PACKING MATERIAL —MIN 1-5/8 OR 2-1/4 IN. THICKNESS OF MIN 4 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO SLEEVE ON ONE SIDE OF THE WALL AS PERMANENT FORM FOR 1 AND 2 HR WALLS, RESPECTIVELY. PACKING MATERIAL TO BE RECESSED FROM THE ROOM SIDE OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. IN ALTERNATE WALL ASSEMBLY, PACKING MATERIAL TO BE FLUSH WITH EITHER SIDE OF THE WALL AND RECESSED FROM THE OTHER SIDE OF THE WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.B. FILL, VOID OR CAVITY MATERIAL —SEALANT*—MIN 1-1/2 IN. THICKNESS APPLIED WITHIN SLEEVE, FLUSH WITH THE SURFACE OF WALL. AT THE POINT CONTACT LOCATION BETWEEN PIPE AND WALL, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PIPE/WALL INTERFACE. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —FS-ONE SEALANT *BEARING THE UL CLASSIFICATION MARK +BEARING THE UL LISTING MARK A REPRODUCED BY HILTI, INC. COURTESY OF UNDERWRITERS LABORATORIES, INC. AUGUST 31, 2005 F Ratings — 1 and 2 Hr (See Items 1 and 4) T Rating — 0 Hr A 3 2 4B 4A 1 4B 3 2 4B C CLASSI F IED Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US PIPE PENETRATION NOTES : 1. PIPE PENETRATION DETAILS SHOWN ARE TYPICAL DETAILS. IF FIELD CONDITIONS DO NOT MATCH REQUIREMENTS OF TYPICAL DETAILS, APPROVED ALTERNATE DETAILS SHALL BE UTILIZED. FIELD CONDITIONS AND DIMENSIONS NEED TO BE VERIFIED FOR COMPLIANCE WITH THE DETAILS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: * MINIMUM AND MAXIMUM WIDTH OF JOINTS * TYPE AND THICKNESS OF FIRE-RATED CONSTRUCTION. THE MINIMUM ASSEMBLY RATING OF THE FIRESTOP ASSEMBLY SHALL MEET OR EXCEED THE HIGHEST RATING OF THE ADJACENTCONSTRUCTION. 2. IF ALTERNATE PIPE PENETRATION DETAILS MATCHING THE FIELD CONDITIONS ARE NOT AVAILABLE, MANUFACTURER'S ENGINEERING JUDGMENT DRAWINGS ARE ACCEPTABLE. DRAWINGSSHALL FOLLOW THE INTERNATIONAL FIRESTOP COUNCIL (IFC) GUIDELINES FOR EVALUATING FIRESTOP SYSTEMS ENGINEERING JUDGMENTS. 3. REFERENCES: * 2012 UNDERWRITER'S LABORATORIES FIRE RESISTANCE DIRECTORY, VOLUME 2 * NFPA 101 LIFE SAFETY CODE * ALL GOVERNING LOCAL AND REGIONAL BUILDING CODES 4. FIRESTOP SYSTEM INSTALLATION MUST MEET REQUIREMENTS OF ASTM E-814 (UL 1479) TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING EQUAL TO THAT OF CONSTRUCTION BEING PENETRATED. 5. ALL RATED THROUGH-PENETRATIONS SHALL BE PROMINENTLY LABELED WITH THE FOLLOWING INFORMATION: * ATTENTION: FIRE RATED ASSEMBLY * UL SYSTEM # * PRODUCT(S) USED * HOURLY RATING (F-RATING) * INSTALLATION DATE SEISMIC BRACES MAY BE INSTALLED AT EITHER HANGER. BRACES AT BOTH HANGERS ARE NOT REQUIRED. WHERE MULTIPLE SHIELD AND CLAMP JOINTS OCCUR IN CLOSELY SPACED ASSEMBLY (I.E. FITTING-FITTING-FITTING, ETC.) A 16 GAUGE HALF SLEEVE MAY BE INSTALLED UNDER THE ASSEMBLY WITH A PIPE HANGER AT EACH END OF THE SLEEVE. FOR ALL PIPING SYSTEM SEISMIC BRACING AND SEISMIC RESTRAINTS SHALL BE PER SMACNA LATEST EDITION. NOTES: 1. 2. 3. GREATER BRACE ON OFFSETS IN EXCESS OF 10 FEET. SUBMIT DETAILS IF VARIATION LOCATE BRACE EVERY 30 FT. ON STRAIGHT RUNS WITH AT LEAST ONE SWAY BRACING SHALL BE PROVIDED TO PREVENT HORIZONTAL MOVEMENT. WHEN HUBLESS PIPING IS SUSPENDED IN EXCESS OF 6" BELOW STRUCTURE, THAN 6" 16" GAUGE CONTINUOUS GALVANIZED SHEET METAL MAXIMUM HANGER SPACING 10'-0" SLEEVE TYP. RIGID TRANSVERSE BRACE (IF REQUIRED) IS REQUIRED. 45° BRACE (ALTERNATE LOCATION IF REQUIRED) TYP. RIGID TRANSVERSE SWAY BRACE 45° CLEVIS OR "J" HANGER TYP. RIGID LONGITUDINAL BRACE HUBLESS CAST IRON SOIL PIPE FITTING CW SUPPLY TO BUILDING FULL-SIZED BY-PASS LINE WITH SOV(N.C.) DCW SUPPLY FROM BUILDING PROVIDE CONNECTION TO BMS SUB-WATER METER IN ACCESSIBLE AREAUNION (TYP) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:44:48 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P9.3 PLUMBING DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONESCALE: NONE SCALE: NONE 1 PRV RISER STATION PIPING DIAGRAM 6 GREASE INTERCEPTOR DETAIL 5 BALANCING VALVE PIPING DETAIL 2 GAS WATER HEATER PIPING DIAGRAM 3 DOMESTIC HOT WATER CIRCULATION PUMP 4 DUPLEX CIRCULATING PUMPS PIPING DIAGRAM7PLANTER DRAIN DETAIL 8 L11-L15 REHEAT STATION PIPING DIAGRAM 4"GREASE WASTE 4"SEWER 3"VENT CLEANOUT TO GRADE RUNNING TRAP C.I. COVER AND FRAME (TYP) TRAFFIC RATED, GAS TIGHT 12"H 24"x24"x12"H SAMPLING BOX GREASE INTERCEPTOR MIN. 12" - LIQUID CAPACITY: SEE PLUMBING SCHEDULE. - TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS (WATER TABLE BELOW TANK) EARTH COVER OVER TANK NOT TO EXCEED 6 FT. - SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. - FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. - MINIMUM EXCAVATION SIZE: SEE MANUFACTURER'S RECOMMENDATIONS. TOP VIEW (COVERS & RISERS REMOVED) SIDE VIEW (CUTAWAY) 24" INLET INVERT OUTLET INVERT GRADE OR SLAB ON GRADE BALANCING VALVE (BLV) UNION/FLANGE (TYP) APPROVED SHUT-OFF VALVE (TYP) APPROVED Y-STRAINER DETAIL NOTES : 1. BALANCING VALVE ASSEMBLY SHALL BE IN ACCESSIBLE LOCATION. PROVIDE APPROVED ACCESS DOOR AS REQUIRED. DOMESTIC HOT WATER RETURN LINE NOTES: 1. INSULATE ALL FITTINGS, VALVES, CHECK VALVE, PIPE AND PUMP BODY. EXTEND MEASUREMENT PORT TO EXTERIOR OF INSULATION. 2. CIRCULATION BOOSTER PUMP SHALL BE LEAD-FREE CONSTRUCTION. 3. PROGRAMMABLE CONTROLLER SHALL BE SET TO ALLOW PUMP OPERATION ONLY DURING OCCUPIED HOURS. 4. AQUASTAT CONTROLLER SHALL BE SET TO DISENGAGE THE PUMP WHEN THE RETURN WATER TEMPERATURE IS ABOVE 125 DEGREES F (ADJUSTABLE) OR AS ALLOWED BY LOCAL ENERGY CODE.5. PROVIDE AUTOMATIC AIR VENT AS REQUIRED BY LOCAL ENERGY CODE TO REDUCE CAVITATION. ROUTE DRAIN LINE TO APPROVED DRAINAGE RECEPTOR. INSTALL AIR VENT WITHIN 48" OF PUMP INLET.6. PROVIDE HOSE BIBB AS REQUIRED BY LOCAL ENERGY CODE FOR MAINTENANCE AIR BLEEDING AND PRIMING. HOT WATER RETURN TO WATER HEATER OR HEAT EXCHANGER 1/4" TUBING ROUTED TO APPROVED RECEPTOR AQUASTAT BULB IN THERMOWELL PRESSURE AND TEMPERATURE TEST TAP (TYP) CAPILLARY ELECTRONIC PROGRAMMABLE CONTROLLER CROSS FITTING AUTOMATIC AIR VENT ON 6" STEM AT HIGH POINT 120 V POWER AQUASTAT CONTROLLER SWING CHECK VALVE PUMP BALL VALVE (TYP) DRAIN VALVE WITH HOSE BIBB THREADS AND CAP DOMESTIC HOT WATER CIRCULATION RETURN FROM BUILDING 1,2 CP TIME CLOCK 7-DAY PROGRAM TORK OR PARAGON AQUASTAT CIRCUIT BREAKER BY DIV. 26 110V-1∅-60HZ ADJUSTABLE AQUASTAT (TYP) 7-DAY/24HR TIME CLOCK MANUAL PUMP SELECTOR SWITCH THERMOMETER ONON PUMP DISCONNECT CP 1 CP 2 HEADER HEADER SOV CHECK VALVE N.C. N.C.(STAND-BY) NOTES: 1. PROVIDE WEATHER-PROOF ENCLOSURE WHEN INSTALLED ON ROOF. EWH - CP - CW HW(140F) HW(125F) HWC HW(120F) CW CW 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 ET - 17 KEYED NOTES : 1. FLOOR SINK WITH ELECTRONIC TRAP PRIMER. 2. PRESSURE REDUCING VALVE SEE VALVE SCHEDULE. 3. PRESSURE GAUGE. 4. Y-STRAINER. 5. BALL VALVE. 6. THERMOMETER. 7. SUB-METER HOT/COLD AT EACH DWELLING UNIT. 8. CIRCUIT SOLVER THERMOSTATIC BALANCING VALVE. 9. EXPANSION TANK, SEE EQUIPMENT SCHEDULE. 10. THERMOSTATIC MIXING VALVE SET AT 125 DEG-F, SEE VALVE SCHEDULE. 11. T&P SAFETY VALVE WITH FULL SIZED DRAIN TO FLOOR SINK. 12. CHECK VALVE. 13. AQUASTAT PUMP CONTROL SET AT 120/125 DEG-F PUMP ON/OFF. 14. FLEXIBLE STAINLESS STEEL PIPING CONNECTION. 15. HOSE BIBB. 16. ELECTRIC WATER HEATER, SEE WATER HEATER SCHEDULE. 17. CIRCULATING PUMP, SEE EQUIPMENT SCHEDULE. 18. AUTOMATIC AIR VENT, TERMINATE DRAIN TO APPROVED RECEPTOR. 19. HW SUPPLY AT HIGHEST LEVEL OF EACH PRESS. ZONE. 20. HWC AT LOWEST LEVEL OF EACH PRESS. ZONE. - AAV AAV 18 19 20 AAV AAV HWC(120F) FROM BLDG SCW SUPPLY, SEE HW(140F) TO BLDG. MPG SUPPLY GAS PRESS. REGULATING VALVE GAS SOV PRESS. GAUGE G(LP) 3,4 R1-P9.4 GPRV 1 PRV - CP 1,2 ET 1 GWH 1 GWH 2 GWH 3 P&T SAFETY VALVE THERMOMETER AUTO AIR VENT CHECK VALVE 6"H HOUSEKEEPING PAD PLANTER DRAIN WITH HEAVY SS SCREEN AND FILTER FABRIC SIMILAR TO SMITH 2671 3"SD, SEE PLANS FOR CONT. SHRUB 12"x12"x12" GRAVEL COORD. WITH WATER-PROOFING CONTRACTOR PLANTER BOX/ TREE WELL 1 R1-P9.5 EWH - CP - CW HW(140F) HW(125F) HWC HW(120F) CW CW 1 6 7 8 9 10 11 12 13 14 1516 ET - 17 KEYED NOTES : 1. DRAIN TO MOP SINK. 2. PROVIDE STRUCTURAL SUPPORTS AND DRAIN PAN FOR WATER HEATER. 3. PRESSURE GAUGE. 4. Y-STRAINER. 5. BALL VALVE. 6. THERMOMETER. 7. SUB-METER HOT/COLD AT EACH DWELLING UNIT. 8. CIRCUIT SOLVER THERMOSTATIC BALANCING VALVE. 9. EXPANSION TANK, SEE EQUIPMENT SCHEDULE. 10. THERMOSTATIC MIXING VALVE SET AT 125 DEG-F, SEE VALVE SCHEDULE. 11. T&P SAFETY VALVE WITH FULL SIZED DRAIN TO FLOOR SINK. 12. CHECK VALVE. 13. AQUASTAT PUMP CONTROL SET AT 120/125 DEG-F PUMP ON/OFF. 14. FLEXIBLE STAINLESS STEEL PIPING CONNECTION. 15. HOSE BIBB. 16. ELECTRIC WATER HEATER, SEE WATER HEATER SCHEDULE. 17. CIRCULATING PUMP, SEE EQUIPMENT SCHEDULE. 18. AUTOMATIC AIR VENT, TERMINATE DRAIN TO APPROVED RECEPTOR. 19. HW SUPPLY AT HIGHEST LEVEL OF EACH PRESS. ZONE. 20. HWC AT LOWEST LEVEL OF EACH PRESS. ZONE. - AAV AAV 18 19 202 3 4 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:44:49 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P9.4 PLUMBING DETAILS 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 TG 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SCALE: NONE CMCHRIS MACKNIGHT CMCHRIS MACKNIGHT CMCHRIS MACKNIGHT SCALE: NONE SCALE: NONE 1 WATER SOFTENERS PIPING DIAGRAM2DUPLEX SUBMERSIBLE SEWAGE EJECTOR PUMPS 3 SEWAGE EJECTOR PUMP PERFORMANCE CURVE MANNER WITHOUT PRIOR WRITTEN PERMISSION OFCUSTOM H2O. THIS DRAWING IS THE PROPERTY OF CONFIDENTIAL THE INFORMATION CONTAINED HEREIN MAY NOT BE USED OR COPIED IN ANY CUSTOM H20 BV BV BV BV 6"CW FLOOR P 6x6x2 TEE 1-1/2"DRAIN TO DISCHARGE TO APPROVED RECEPTOR W/AIR GAP INLET OUTLET, SEE 2" 2" 3/4"BRINE 1-1/2"D1-1/2"D BRINE TANK 30"∅ x 50" 3/4"BRINE 3/4"BRINE P PRESSURE GAUGE BV 1-1/2"D P PRESSUREGAUGE 6x6x2 TEE 2"4x2 REDUCER 3/4"BRINE 6x6x2 TEE 1-1/2"D 6" 3/4"BRINE 1-1/2"D1-1/2"D PRESSURE GAUGE 1/4" PBV 2" ### 6x6x2 TEE PRESSURE GAUGE 1/4" PBV 2" ### 6x6x2 TEE PRESSURE GAUGE 1/4" PBV 2" ### 3"CONCRETE HOUSEKEEPING PAD (BY OTHERS) 3/4"BRINE FUNNEL DRAIN PRESSURE GAUGE 1/4"1/4"1/4" FRP PRESSURE VESSEL 24"∅ x 72" FRP PRESSURE VESSEL 24"∅ x 72" FRP PRESSURE VESSEL 24"∅ x 72" 6" 6" 6"SCW 10 1 " BV P 6x6x2 TEE 2" 3/4"BRINE 1-1/2"D 6" 1-1/2"D 6x6x2 TEE PRESSURE GAUGE 1/4" PBV 2" ### 3/4"BRINE PRESSURE GAUGE 1/4" FRP PRESSURE VESSEL 24"∅ x 72" NOTES: 1. PROVIDE APPROVED SEISMIC RESTRAINT. 2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS Custom H2O 949-484-3200 Fax 657-444-2302 Cell 714-305-9015 of Date: Approved By: Appr.DescriptionDateLtr.: REVISIONS Revision Ltr.: Drawing No.: Project No.: Size:Sheet:Scale: Drawn By: Title: AB S - T B 3 , R E V I S E D - M A Y 2 0 0 7 Checked By:PIPING-01 - NTS 1 1 Initials: 4-29-21 - WATER SOFTENERS PIPING DIAGRAM QUADPLEX SYSTEM 4-29-21 4-29-21 SEE ELECT. DWGS. 2" CONDUITS CONTROL AND INTRINSICALLY SAFE BSMT LEVEL 3" 3" MANUFACTURER PUMP NO.1 CUT IN 12" MIN. OR AS REQUIRED BY PUMP NO.1 & NO.2 CUT OFF TWO FLOATS HIGH WATER LEVEL ALARM PUMP NO.2 CUT IN TIGHT FLUSH WITH FINISHED FLOOR COVER AND FRAME, GAS/WATER H20 TRAFFIC RATED STEEL PLATE DISCHARGE PIPE FLOAT (TYP.)3" 6"SAN INLET POWER LEAD CONTROLLER FROM MOTOR WALL BRACKET FOR FLOAT SWITCHES 10'x6' INSIDE CLEAR x 10' DEEP 18" 5.0'PROVIDE APPROVED GAS TIGHT CONDUIT SEAL ALARM PANEL SEE NOTE 5 SEE NOTE 5 STAINLESS STEEL GUIDE BAR 2" PIPE SEE DETAIL NOTE 4 BELOW SEWAGE EJECTOR PUMPS (SE-1 & 2) CALCULATION: 1. WATER FLOW INTAKE FROM PLUMBING FIXTURES = 300 GPM 2. PUMP FLOW RATE TO BE USED = 300 GPM 3. PUMP DISCH. ELEV. DIFF. = 20 FT HEAD 4. TOTAL DEVELOPED LENGTH = 120 FT 5. 4" EQUIVALENT ELBOWS & FITTINGS LOSS = (10)14' + (1)21' = 161 FT 6. 4" ESTIMATED GATE & SWING CHECK VALVES LOSS = 37 FT 7. TOTAL HEAD LOSS= <4> + <5> + <6> = (120' + 161' + 37') x 3.4 PSI/100FT x FT/0.432PSI = 25 FT HEAD 8. TOTAL PUMP HEAD = <3> + <7> = 20' + 25' = 45 FT HEAD 10. PUMP HEAD TO BE USED = 45 FT HEAD DETAIL NOTES : 1. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL PANEL AND ALL WIRING FROM THE PANEL TO THE PUMPS AND ASSOCIATED CONTROLS. REFER TO MANUFACTURER'S WIRING REQUIREMENTS FOR DETAILED INFORMATION. 2. PROVIDE SEPARATE 2" CONDUITS FOR CONTROL AND POWER. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATIONS. 3. ALL STRUCTURAL PIPE AND CONDUIT PENETRATIONS THROUGH EXTERIOR STRUCTURAL WALLS AND FLOORS SHALL BE WATER TIGHT. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS. 4. COORDINATE THE EXACT LOCATION OF THE STRUCTURAL RING WITH STRUCTURAL ENGINEER FOR PUMP'S WINCHING SYSTEM ATTACHMENT. THE STRUCT. RING SHALL BE AT THE CENTER OF THE SUMP ACCESS DOOR. PUMP OPERATING WEIGHT SHALL BE PER MANUFACTURER'S INFORMATION. 5. PROVIDE HOOKS TO SECURE LIFTING CABLES. 6. INSTALL MECHANICAL FLOAT SWITCHES PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. SE 2 SE 1 6"VENT, SEE FLOOR PLANS FOR CONT. CAST-IN CONCRETE, SEE STRUCTURAL DRAWINGS, PROVIDE APPROVED WATER PROOFING ON BOTH SIDES 100.0' SANITARY SEWER GRAVITY MAIN AT BASEMENT LEVEL 20.0' GATE VALVES & CHECK VALVES ONE SET FOR EACH PUMP DISCHARGE 4"PUMP DISCHARGE 2 R1-P9.4 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 213.327.3600 Fax 213.327.3601 500 South Figueroa Street Los Angeles, California 90071 United States NOT FOR CONSTRUCTION 5/9/2025 1:44:50 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P9.5 PLUMBING DETAILS 21US00608 3rd & Broadway West CARIBOU INDUSTRIES 1103 North Broadway Santa Ana, CA 92701 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 1 2 3 4 WALL SLEEVE THRU CONCRETE WALLS DETAIL 5 MASTER THERMOSTATIC MIXING VALVE (TMV-1) DETAIL DUPLEX SUBMERSIBLE SUMP PUMPS SUMP PUMPS PERFORMANCE CURVE NOT IN USE EXTERIOR UNDERGROUND WALL WATERTIGHT SEAL ADJUSTING BOLTS WATERSTOP STEEL PIPE SLEEVE SIMILAR TO 'LINKSEAL' CONTINUOUS WELD PIPE DETAIL NOTES 1. ENSURE ITEM IS SUITABLE FOR OUTDOOR INSTALLATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE APPROVED SEISMIC BRACING. SEE ELECT. DWGS. 2" CONDUITS BSMT LEVEL MANUFACTURER REQUIRED BY PUMP NO.1 & NO.2 TWO FLOATS CUT OFF POWER LEAD CONTROLLER FLOAT SWITCHES WALL BRACKET FOR 4.0' TIGHT CONDUIT SEAL SEE NOTE 5 STAINLESS STEEL SEE DETAIL NOTE 4 BELOW 1. WATER FLOW INTAKE FROM PLUMBING FIXTURES = 2100 GPM 3. PUMP DISCH. ELEV. DIFF. = 30 FT HEAD 2. PUMP FLOW RATE TO BE USED = 50 GPM 4. TOTAL DEVELOPED LENGTH = 160 FT 6. 2" ESTIMATED GATE & SWING CHECK VALVES LOSS = 28.88 FT 5. 2" EQUIVALENT ELBOWS & FITTINGS LOSS = (10)2.76' + (1)5.17' = 32.77 FT = (160' + 32.77' + 28.88') x 7.14 PSI/100FT 8. TOTAL PUMP HEAD = <3> + <7> = 15.83 FRICTION 10. PUMP HEAD TO BE USED = = 30' + 15.83' = 45.83 FT HEAD DETAIL NOTES 1. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL PANEL AND ALL WIRING FROM THE PANEL TO THE PUMPS AND ASSOCIATED 3. ALL STRUCTURAL PIPE AND CONDUIT PENETRATIONS THROUGH EXTERIOR STRUCTURAL WALLS AND FLOORS SHALL BE WATER TIGHT. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS. ATTACHMENT. THE STRUCT. RING SHALL BE AT THE CENTER OF THE SUMP ACCESS DOOR. PUMP OPERATING WEIGHT SHALL BE PER MANUFACTURER'S INFORMATION. 5. PROVIDE HOOKS TO SECURE LIFTING CABLES. 6. INSTALL MECHANICAL FLOAT SWITCHES PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. CONTROL AND INTRINSICALLY SAFE 12" MIN. OR AS DISCHARGE PIPE FROM MOTOR 4'x4' INSIDE CLEAR x 8' DEEP PROVIDE APPROVED GAS ALARM PANEL SEE NOTE 5 GUIDE BAR 2" PIPE SUMP PUMPS (SP-1 & 2) CALCULATION: 7. TOTAL HEAD LOSS= <4> + <5> + <6> 46 FT HEAD : CONTROLS. REFER TO MANUFACTURER'S WIRING REQUIREMENTS FOR DETAILED INFORMATION. 2. PROVIDE SEPARATE 2" CONDUITS FOR CONTROL AND POWER. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATIONS. 4. COORDINATE THE EXACT LOCATION OF THE STRUCTURAL RING WITH STRUCTURAL ENGINEER FOR PUMP'S WINCHING SYSTEM SP 2 SP 1 4"VENT, SEE FLOOR PLANS FOR CONT. CAST-IN CONCRETE, SEE STRUCTURAL DRAWINGS, PROVIDE APPROVED WATER PROOFING ON BOTH SIDES 130.0' 10" STORM GRAVITY MAIN AT BASEMENT LEVEL 30.0' GATE VALVES & CHECK VALVES ONE SET FOR EACH PUMP DISCHARGE 2" PUMP DISCHARGE 7. IN ADDITION TO NORMAL OPERATION, PUMP SHALL AUTOMATICALLY TURN ON AFTER 24 HOURS WHEN THE FLOAT DETECTED IN RAINWATER LEVEL. SD INLET (x3) REFER TO FLOOR PLANS FOR MORE INFO 3" 4 R1-P9.6 (TYPICAL) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 213.327.3600 Fax 213.327.3601 500 South Figueroa Street Los Angeles, California 90071 United States NOT FOR CONSTRUCTION 5/9/2025 1:44:50 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P9.6 PLUMBING DETAILS 21US00608 3rd & Broadway West CARIBOU INDUSTRIES 1103 North Broadway Santa Ana, CA 92701 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025 SCALE: NONE1RESIDENTIAL BUILDING'S TYPICAL SOVENT RISERS 10TH TO 12TH FL 9TH FL 13TH TO 15TH FL 16TH FL 10TH TO 12TH FL 9TH FL 13TH TO 15TH FL 16TH FL Top View Side View 4'' Sovent Stack 4'' Deaerator Fitting Fin Floor Tite Ruff 3" PRL Less than 20' Sinks - Vertical Branch Sinks - Horizontal Branch Lavatories - Vertical Branch Lavatories - Horizontal Branch Detail "A-A"Detail "B-B" Detail "A-A" Lc Lcc cL L Min. Elev. Reqmts. Pressure Relief Line one pipe size More than 20ft., Increase Lc 3 in. Stack, Min. 30 in. 4 in. Stack, Min. 40 in. Lc Pressure Relief Line Min. Elev. Reqmts. Lc Lc More than 20' More than 20', Increase one pipe size 3 in. Stack, Min. 30 in. 4 in. Stack, Min. 40 in. 12' max. 12 ft. max.* Remainder 15 ft. max. 13.5" 13 . 8 7 5 " 18 . 6 2 5 " CL LC 4.5" 9.65" 8.5" 9.65"CL LC C 9.65" 13.5" D A B cLcL Lc Lc SOV # SOV # A B A DeAerator (P.R.L.) Pressure Relief Line Building Drain B3" PRL Main Bldg. Drain Branch Waste Line Centerline of Main Bldg. Drain Must Connect Above Horizontal 1-1/2'' 2'' 2'' 2'' (typ) 2'' (typ) 1-1/2'' 2'' 2'' 1-1/4'' (typ) 2''1-1/2'' 2'' 1-1/2'' (typ) 1-1/2''1-1/4'' (typ) 2'' 4'' 5'' 4'' 4'' Vent Thru Roof 4" DeAerator B A A B 4'' 4'' Builiding Drain (P.R.L.) A as req'd. cleanout A DeAerator Pressure Relief Line 4'' 4'' 5'' 5'' 4'' 4" 4'' use of 3 in. pipe for 1.6 GPF toilet systems. on 4 in. soil branch, it is recommended to maximize Note: Sovent criteria allows 27 ft. max. distance SoventStack Stack Sovent * Aerator *4'' 3'' WC 2'' WC *3'' 3''* WC LAV Stack 4'' Sovent 2'' Waste, Max. 15'-0" 3'' Waste, Max 15'-0" 2'' Waste, Max. 15'-0" 2'' Waste, Max. 15'-0" 4'' Soil, Max 27'-0" 3'' Soil, Max. 12'-0" Aerator WC on 4" Stack 4'' SoventStack * D C B A Sovent Box with Variable Recess Aerator Fitting 12.50" 30.75" 20.75" 16"13" 17.75" 24.75 9.75"9.75" 24.75" 16.75" 10.50" 6.75" 19.50" 10" 5"4"4"x3" 13.25" 3" Variable* Tite-Ruff TM Vent Thru Roof Vent Thru Roof SE4-DEA 4" DEAERATOR C/O 4" VTR 4" LAV LAV 3" SE4X3ABCDG 4" AERATOR WC LAV 4" SE4X3ABCDG 4" AERATOR SE4X3ABCDG 4" AERATOR 2" 2" KS CW 2" 3" 3" TUB 2" WC 3" TUB 2" LAV 3" WC LAV 2" 2" KS CW 2" 3" 3" TUB 2" WC 3" TUB 2" LAV 3" WC LAV 2" 2" KS CW 2" 3" 3" TUB 2" WC 3" TUB 2" LAV WC LAV 2" 2" KS CW 2" TUB 2"WC TUB 2" 4" 4" 3" PRL (120 F.U. ) 4" 3"4" SE4-DEA 4" DEAERATOR C/O 4" VTR 4" SE4X3ABDG 4" AERATOR 4" SE4X3ABDG 4" AERATOR SE4X3ABDG 4" AERATOR 3" WC 2" CW TUB WC 4" 4" 3" PRL (80 F.U. ) 4" 4" 2" LAV KS 2" 2" 3" 3" 2" 2" 2" 2" CW TUB 2" LAV KS 2" 2" 3" 3" 4" 3" WC 2" CW TUB 3" 2" LAV KS 2" 2" 3" 3" 2" 2" 2" 4" 3" WC 2" CW TUB 2" LAV KS 2" 2" 3" 3" 2" 2" 2" 3" 3" 2" 2" 2" 3" 3"FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE SOVENT CONNECTION DETAILSSovent Fixture Branches Sovent Stack Offsetting Combining Sovent Stacks Horizontal Length of Pressure Relief Line Stack Offsets Above Highest Fixture Fixture Distances From Sovent Stack Sovent Waste Branches 4"C.I. Deaerator Dimensions Tite Ruff 3"PRL with SE Aerator Sizes * Consult Factory For Penetration Applications SE C.I. Aerator Rough-in Dimensions TM NOT TO SCALENOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SE Sovent / Tite-Ruff Specifications General: Provide SE Sovent (SESCO ) Tite-Ruff Aerators, Deaerators and related components as distributed by Walter Cornwall, Inc. (954) 785-0508. Install system in compliance with the plumbing construction documents, installation details and recommendations in the SE Sovent (SESCO) Design manual 101/o (or latest edition). Follow all recommendations regarding the use of 1.28GPF Water closets and clothes washer applications. Materials: Aerator and Deaerator fittings shall be made in compliance with standard ASME/ANSI B16.45. Fittings shall be manufactured with the "Dismatic" method of casting production. Fittings shall be gray cast iron of chemical composition in accord with ASTM-126 and CISPI 301-82 for hubless pipe and fittings. Installation: Install SE Sovent (SESCO ) Tite-Ruff system in accordance to Design manual 101/o and follow piping recommendations for 1.6 GPF water closets and cloths washing machine wastes. See other specification section for supports, hangers, fire rated pipe penetrations and related DWV requirements. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 5/9/2025 1:44:51 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt R1-P9.7 PLUMBING DETAILS - SOVENT SYSTEM 21US00608 3rd & Broadway West 1103 North Broadway Santa Ana, CA 92701 21US00608 Checker (FOR REFERENCE ONLY) 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 6/23/2025