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HomeMy WebLinkAbout301 N Broadway - Apt TI - PlanKGM Architectural Lighting Lighting Designer 270 Coral Circle El Segundo , Ca 90245 310.552.2191 JENSEN HUGHES Fire Life Safety Consultant 2099 S. State College Blvd, Suite 540 Anaheim, Ca 92806 USA 714.450.1700 DMc Engineering Civil Engineer 18 Technology Drive, Suite 100 Irvine, CA 92618, USA 949.753.9393 Cosentini Associates One South Wacker Drive – 37th Floor Chicago, IL 60606 Telephone: +1 312-201-7437 R-2 11/12/2024 Revision to 101110788 (issued on 12/1/2023) Rev #101120329 APPROVALS: PLNG - C. Santana BLDG - CSG POLICE - B. Martin 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 11/12/2024 SHEET NUMBER SHEET NAME R2.I0.031 DOOR TYPES & SCHEDULE R2.I0.033 DOOR DETAILS R2.I0.034 FINISH FLOOR TRANSITION DETAILS R2.I0.050 DETAILS_PARTITION TYPES R2.I0.060 FINISH & EQUIPMENT SCHEDULE R2.I1.101 CONSTRUCTION PLAN - LEVEL 01 R2.I1.106 CONSTRUCTION PLAN - LEVEL 06 R2.I1.107 CONSTRUCTION PLAN - LEVEL 07 R2.I1.108 CONSTRUCTION PLAN - LEVEL 08-14 R2.I1.115 CONSTRUCTION PLAN - LEVEL 15 R2.I1.201 REFLECTED CEILING PLAN - LEVEL 01 R2.I1.206 REFLECTED CEILING PLAN - LEVEL 06 R2.I1.207 REFLECTED CEILING PLAN - LEVEL 07 R2.I1.208 REFLECTED CEILING PLAN - LEVEL 08 - LEVEL 14 R2.I1.215 REFLECTED CEILING PLAN - LEVEL 15 R2.I5.170 LEVEL 06 - ENLARGED PLANS - BUSINESS CENTER & MULTI FUCTION R2.I5.171 LEVEL 06 - ENLARGED PLANS - GAME ROOM R2.I5.172 LEVEL 06 - BUSINESS CENTER, GAME AND MULTI FUNCTION ROOM ELEVATIONS R2.I5.173 LEVEL 06 - RESTROOM ENLARGED PLANS R2.I5.174 LEVEL 06 - RESTROOM ELEVATIONS R2.I5.175 LEVEL 07 - ENLARGED PLANS - FITNESS & CLUB HOUSE R2.I5.176 LEVEL 07 - FITNESS & CLUB HOUSE - FINISH PLAN & ELEVATIONS R2.I5.177 LEVEL 07 - RESTROOM ENLARGED PLANS R2.I5.178 LEVEL 07 - RESTROOM ELEVATIONS R2.I5.210 LEVEL 15 - RESTROOM ENLARGED PLANS R2.I5.211 LEVEL 15 - RESTROOM ELEVATIONS R2.I5.300 2BR_1 - ENLARGED PLANS R2.I5.301 2BR_1 - ENLARGED PLANS - BATHROOM R2.I5.302 2BR_1 - ENLARGED PLANS - BATHROOM R2.I5.303 2BR_1 - ENLARGED PLANS - KITCHEN R2.I5.310 2BR_2 - ENLARGED PLANS R2.I5.311 2BR_2 - ENLARGED PLANS - BATHROOM R2.I5.312 2BR_2 - ENLARGED PLANS - BATHROOM R2.I5.313 2BR_2 - ENLARGED PLANS - KITCHEN R2.I5.320 1BR_1 - ENLARGED PLANS R2.I5.321 1BR_1 - ENLARGED PLANS - BATHROOM R2.I5.322 1BR_1 - ENLARGED PLANS - KITCHEN R2.I5.330 1BR_2 - ENLARGED PLANS R2.I5.331 1BR_2 - ENLARGED PLANS - BATHROOM R2.I5.332 1BR_2 - ENLARGED PLANS - KITCHEN R2.I5.340 ST_1 - ENLARGED PLANS R2.I5.341 ST_1 - ENLARGED PLANS - BATHROOM R2.I5.342 ST_1 - ENLARGED PLANS - KITCHEN R2.I6.300 SUSPENDED CEILING DETAILS R2.I6.301 CEILING DETAILS R2.I6.310 ELEVATOR DETAILS / INTERIOR CAB ENCLOSURE R2.I6.400 INTERIOR MISC. DETAILS R2.I6.401 RESTROOM DETAILS R2.I6.500 MILLWORK DETAILS GENERAL DRAWING INDEX © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 NOT TO SCALE Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/23/2024 2:46:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.001 DRAWING INDEX 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SHEET NUMBER SHEET NAME R2.G0.000 COVER R2.G0.001 DRAWING INDEX R2.G0.010 PROJECT INFORMATION & GENERAL NOTES R2.G0.011 GENERAL NOTES R2.G0.012 GENERAL NOTES R2.G0.020 SYMBOL AND ABBREVIATIONS R2.G0.031 DISABLED ACCESS NOTES R2.G0.032 DISABLED ACCESS NOTES R2.G0.033 DISABLED ACCESS NOTES R2.G0.034 DISABLED ACCESS NOTES R2.G0.035 DISABLED ACCESS NOTES R2.G0.036 DISABLED ACCESS NOTES R2.G0.038 CONDITIONS OF APPROVAL R2.G0.039 CONDITIONS OF APPROVAL R2.G0.040 CONDITIONS OF APPROVAL R2.G2.040 SITE PLAN - OVERALL R2.G2.041 SITE PLAN - RESIDENTIAL LIFE SAFETY DRAWING INDEX ELECTRICAL DRAWING INDEX MECHANICAL DRAWING INDEX PLUMBING DRAWING INDEX ARCHITECTURE DRAWING INDEX R2-M9.003 MECHANICAL DETAILS R2-M9.002 MECHANICAL DETAILS R2-M9.001 MECHANICAL DETAILS R2-M6.005 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M6.001 REFRIGERANT PIPING SCHEMATIC DIAGRAM R2-M4.116 REFRIGERANT PIPING PLAN - ROOF R2-M4.115 REFRIGERANT PIPING PLAN - LEVEL 15 R2-M4.108 REFRIGERANT PIPING PLAN - LEVEL 08 - LEVEL 14 R2-M4.107 REFRIGERANT PIPING PLAN - LEVEL 07 R2-M4.106 REFRIGERANT PIPING PLAN - LEVEL 06 R2-M4.105 REFRIGERANT PIPING PLAN - LEVEL 05 R2-M4.102 REFRIGERANT PIPING PLAN - LEVEL 02 R2-M4.101 REFRIGERANT PIPING PLAN - LEVEL 01 R2-M3.115 HVAC ZONING PLAN - LEVEL 15 R2-M3.108 HVAC ZONING PLAN - LEVEL 08 - LEVEL 14 R2-M3.107 HVAC ZONING PLAN - LEVEL 07 R2-M3.106 HVAC ZONING PLAN - LEVEL 06 R2-M3.101 HVAC ZONING PLAN - LEVEL 01 R2-M2.115 MECHANICAL DUCTWORK PLAN - LEVEL 15 R2-M2.108 MECHANICAL DUCTWORK PLAN - LEVEL 08 - LEVEL 14 R2-M2.107 MECHANICAL DUCTWORK PLAN - LEVEL 07 R2-M2.106 MECHANICAL DUCTWORK PLAN - LEVEL 06 R2-M2.101 MECHANICAL DUCTWORK PLAN - LEVEL 01G R2-M0.10 ENERGY CALCULATIONS R2-M0.9 ENERGY CALCULATIONS R2-M0.8 ENERGY CALCULATIONS R2-M0.7 ENERGY CALCULATIONS R2-M0.6 ENERGY CALCULATIONS R2-M0.5 ENERGY CALCULATIONS R2-M0.4 MECHANICAL SCHEDULES R2-M0.3 MECHANICAL SCHEDULES R2-M0.2 MECHANICAL SCHEDULES R2-M0.1 BASIS OF DESIGN AND GENERAL NOTES R2-M0.0 MECHANICAL SYMBOLS,NOTES AND ABBREVIATIONS SHEET NUMBER SHEET NAME R2.E6.17 ENLARGED ELECTRICAL LIGHTING PLANS - LEVEL 7 R2.E6.16 ENLARGED ELECTRICAL LIGHTING PLANS - LEVEL 6 R2.E6.15 ENLARGED ELECTRICAL LIGHTING PLAN - LEVEL 1 EAST LOBBY R2.E6.14 ENLARGED ELECTRICAL LIGHTING PLAN - LEVEL 1 WEST LOBBY R2.E6.13 ENLARGED ELECTRICAL LIGHTING PLANS - CORRIDORS R2.E6.12 ELECTRICAL LIGHTING UNIT PLANS R2.E6.11 ELECTRICAL POWER UNIT PLANS R2.E5.1 PANEL SCHEDULES R2.E3.115 ELECTRICAL POWER PLAN - LEVEL 15 R2.E3.108 ELECTRICAL POWER PLAN - LEVEL 08-14 R2.E3.107 ELECTRICAL POWER PLAN - LEVEL 07 R2.E3.106 ELECTRICAL POWER PLAN - LEVEL 06 R2.E3.101 ELECTRICAL POWER PLAN - LEVEL 01 R2.E0.1 BASIS OF DESIGN R2.E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS SHEET NUMBER SHEET NAME R2.P4.001 PLUMBING SCHEDULES R2.P3.003 PLUMBING WASTE DIAGRAMS R2.P3.002 PLUMBING WATER DIAGRAMS R2.P3.001 PLUMBING WATER DIAGRAMS R2.P2.002 TYPICAL PLUMBING WASTE UNIT PLANS R2.P2.001 TYPICAL PLUMBING WATER UNIT PLANS R2.P1.115 PLUMBING PLAN - LEVEL 15 R2.P1.114 PLUMBING PLAN - LEVEL 14 R2.P1.113 PLUMBING PLAN - TYPICAL LEVELS 8-13 (WASTE) R2.P1.108 PLUMBING PLAN - LEVEL 08 R2.P1.107 PLUMBING PLAN - LEVEL 07 R2.P1.106.1 PLUMBING PLAN - LEVEL 06+ R2.P1.106 PLUMBING PLAN - LEVEL 06 R2.P0.001 PLUMBING NOTES AND SYMBOLS SHEET NUMBER SHEET NAME R2.LS1.110 FIRE LIFE SAFETY PLAN - LEVEL 16 R2.LS1.109 FIRE LIFE SAFETY PLAN - LEVEL 15 R2.LS1.108 FIRE LIFE SAFETY PLAN - LEVELS 08-14 R2.LS1.107 FIRE LIFE SAFETY PLAN - LEVEL 07 R2.LS1.106 FIRE LIFE SAFETY PLAN - LEVEL 06 R2.LS1.105 FIRE LIFE SAFETY PLAN - LEVEL 05 R2.LS1.104 FIRE LIFE SAFETY PLAN - LEVEL 04 R2.LS1.103 FIRE LIFE SAFETY PLAN - LEVEL 03 R2.LS1.102 FIRE LIFE SAFETY PLAN - LEVEL 02 R2.LS1.101 FIRE LIFE SAFETY PLAN - LEVEL 01G R2.LS1.100 FIRE LIFE SAFETY PLAN - LEVEL P 01 R2.LS1.002 BUILDING ADJACENCY ANALYSIS R2LS1.001 FIRE MASTER PLAN SHEET NUMBER SHEET NAME 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 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 INTERIOR TENANT IMPROVEMENT FOR A 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 INTERIOR LAYOUTS AND FIT OUT ONLY OF THE APARTMENT AND AMENITY SPACES THIS PROJECT IS A PRIVATELY FUNDED APARTMENT CONSTRUCTION PROJECT. THIS IS NOT A "PUBLIC HOUSING" AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 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 INTERIOR LAYOUTS AND FIT OUT ONLY OF THE APARTMENT AND AMENITY SPACES 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 MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AS PART OF THIS SUBMISSION SEPARATE APPROVALS / PERMITS FILED UNDER SEPARATE APPLICATIONS B-101107990 - CORE & SHELL (PARKING GARAGE) B-101107992 - CORE & SHELL (RESTAURANT) B-101107993 - CORE & SHELL (APARTMENTS) SR# 297959 & 297960 - FIRE MASTER PLAN DEFERRED SUBMITTALS FIRE SPRINKLERS SYSTEM AS PART OF THIS SUBMISSION FIRE ALARM SYSTEMS AS PART OF THIS SUBMISSION INTERIOR GLAZING SYSTEMS (STOREFRONT) STANDPIPE SYSTEMS C C C C C © Gensler Date Description Project Name Project 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" 9/23/2024 2:46:29 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.010 PROJECT INFORMATION & GENERAL NOTES 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 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 53.3% LEVEL 14 19186 SF 85 62.3% LEVEL 13 19186 SF 85 62.3% LEVEL 12 19186 SF 85 62.3% LEVEL 11 19186 SF 85 62.3% LEVEL 10 19186 SF 85 62.3% LEVEL 9 19186 SF 85 62.3% LEVEL 8 19186 SF 85 62.3% LEVEL 7 18309 SF 85 59.4% LEVEL 6 26122 SF 85 84.8% LEVEL 5 30365 SF 85 98.6% LEVEL 4 30365 SF 85 98.6% LEVEL 3 30365 SF 100 98.6% LEVEL 2 30365 SF % OF GROUND FLOOR GSF [(EACH LEVEL GSF / GROUND FLOOR GSF)X100] 100 98.6% LEVEL 1 29,139 SF % OF BUILDABLE AREA [(GROUND FLOOR GSF / BUILDABLE AREA)X100]94.6% LEVELS AREA NOTES ALLOWED PROPOSED BUILDABLE AREA 30,809 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 *38 HOTEL SPACES *OVERFLOW PARKING FOR HOTEL VALET 211 PUBLIC REPLACEMENT SPACES 211 PUBLIC REPLACEMENT SPACES 37 COMMERCIAL SPACES (1 PER 400 SF)0 COMMERCIAL SPACES REQUIRES WAIVER, CAL. GOV'T CODE SEC. 65915 (e)(1) 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 443 TOTAL SPACES* REQUIRED PARKING (SD-84)PROPOSED ANALYSIS RESIDENTAL MIXED USE BUILDING - PARCEL 1 PARKING SUMMARY 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK B 10.21.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT AS PART OF B-101107992, B-101107990 & B-101107993 PERMIT NUMBER C C C C C C C C C C C C C 11/12/2024 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. 26. 27. 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, 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 WITH 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 W ITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. UNLESS SPECIFICALLY REQUIRED BY THE FIRE CODE, THE MAXIMUM DOOR HANLE SHALL BE 44” AFF. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34” MINIMUM AND 44” MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. (11B-404.2.7) . 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 (403.5.5) FLOOR LEVEL EGRESS SIGNS TO BE PROVIDED PER CBC SECTION JOINTS INSTALLED IN OR BETWEEN FIRE-RATED WALLS, FLOOR/CEILING AND ROOFS SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR TIME PERIOD AS REQUIRED BY THE FIRE RATED CONSTRUCTION. (CBC 715) WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR CEILING OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS OR FIRE PARTITIONS, SMOKE BARRIERS OR SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS, PROVIDE MARKING AND IDENTIFICATION FOR FIRE RATED WALLS IN ACCORDANCE WITH SECTION CBC 703.7.PROVIDE REFERENCED CALL OUT AND DETAILS ON PLANS FOR REVIEW . 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 WHICH 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 WITH 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 SOUND INSULATION NOTES PENETRATIONS IN A FIRE-RATED WALL SHALL BE PROTECTED BY AN APPROVED FIRE STOP MATERIAL IN ACCORDANCE WITH SECTION 714.4. STEEL, COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE CONCRETE OR MASONRY WALLS WHERE THE PENETRATING ITEM IS A MAXIMUM 6- INCH DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES MEMBRANE PENETRATIONS OF MAXIMUM 2-HR. FIRE-RESISTANCE RATED WALL AND PARTITIONS BY STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES ARE PERMITTED PROVIDED OPENINGS DO NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL AREA. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. (714.4.2) WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THAN PERMITTED IN (C) ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION (714.4.3) 1. 2. 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 12" = 1'-0" 9/23/2024 2:46:32 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.011 GENERAL NOTES 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 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 2 0 1 9 SE C . 1 1 B - 7 0 3 . 4 . 1 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 10" 4" 1/4" RADIUS, TYP. 60 " M A X A . F . F . 48 " M I N A . F . F . 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. 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 © Gensler Date Description Project Name Project 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 2:46:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.012 GENERAL NOTES 07.3897.000 3rd & Broadway Interior 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. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMITMAX OCCUPANT LOAD SIGNAGE FIRE SERVICE ACCESS ELEV. 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. 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. 11/12/2024 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 BOH 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 BACK OF HOUSE 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 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 ENLARGED PLAN DETAIL REFERENCEXXXX CEILING MOUNTED CARBON MONOXIDE DETECTOR C © Gensler Date Description Project Name Project 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 2:46:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.020 SYMBOL AND ABBREVIATIONS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 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 HAS BOTH CLOSER AND LATCH 44" MIN (48" MIN IF DOOR 22" MIN CLOSER AND A LATCH 12" IF DOOR HAS BOTH A HINGE APPROACH 24" MIN 60" MIN HAS CLOSER) 44" MIN (48" MIN IF DOOR 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"-38" 2'-3" MAX. 1'-0" 1'-0" 2'-3" MAX. 34"-38"2" 72" MIN 1'-0" TYP 1:12 SLOPE MAX 60" MIN 60" MIN 60" MIN 72" MIN 60" MIN LANDING LANDING LEVEL AREA @ TOP OF RAMP LEVEL AREA @ BOTTOM OF RAMP WIDTH RAMP WIDTH RAMP 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" MIN. 3" MAX. 18" MIN CLR 1 1/2" MIN 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" MAX 1/4" MAX 1/2" MAX 30" T-SHAPE 90° TURNS CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR 180° TURNS 42" MIN 42" MIN 48" MIN. 36" MIN 36" MIN 36" MIN. 36" MIN. 12" MIN 36" MIN. 12" MIN 60" MIN. CLEAR WIDTHS 60" MIN X>15" 48" MIN X>24" 36" MIN ALCOVE - SIDE APPROACH ALCOVE - FRONT APPROACH X<48" 180° TURNS X>48" 36" MIN 36" MIN 60" MIN X<48" 36" MIN MAX 24" 48" MIN MAX 24" 32" MIN 32" MIN A A 2'-3" MAX. 2'-3" MAX. 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 9/23/2024 2:46:43 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.031 DISABLED ACCESS NOTES 07.3897.000 3rd & Broadway Interior 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. 11A) 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. 11A) 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 66" MIN WHERE TOE CLEARANCE IS NOT PROVIDED 60" MIN 56" MIN @ WALL MTD WC 59" MIN @ FLOOR MTD WC 36" MIN 33" TO 36" 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" MIN 5'-0" MIN 4'-6" MIN 1'-0" MAX 17" TO 19" 35" TO 37" 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" MAX. 40" MAX. 40" MAX. TOWEL BAR 40" CLOTHES HOOK 15" TO 48" NOTE: 44" MAXIMUM HEIGHT OF HAND OPERATED FLUSH VALVE ABOVE FLOOR. 13 1/2" MIN 17" MAX 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" MIN 4'-0" MIN 1'-7" MAX MIRROR 9" MIN 2'-3" MIN 2'-5" MIN 2'-10" MAX 3'-4" MAX EQUIPMENT PERMITTED IN SHADED AREA 9" MIN 27" MIN 3'-0" MAX TOE CLEARANCE 6" MAX 48" MIN 18" TO 19" 30" MIN 24" MAX 18" MIN 3'-4" +/- 1" 36" CLR. 36" MIN CLR. 60" CLR. MIN. MOUNTING BRACKET 4'-0" MAX. TO TOP OF 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" TO 36" 1'-7" MIN. 2'-3" MAX. 12" MIN24" MIN TRANSFER SIDE 24" MIN BELOW GRAB BAR 19" MIN TO C.L. POSITIONED 17" - 18" 17"-19" 48" 30" 13 1/2" MIN WALL HUNG TYPE STALL TYPE 60" MIN 36" MIN 66" MIN WHERE TOE CLEARANCE IS NOT PROVIDED 60" MIN 56" MIN @ WALL MTD WC 59" MIN @ FLOOR MTD WC 60" MIN OUTSWINGING DOOR INSWINGING DOOR (PERMITTED TO SWING OVER MANEUVERING SPACE) 9" MIN (12" MIN FOR CHILDREN) TOE CLEARANCE @ TOILET PARTITIONS (WHERE REQ'D) 6" MIN (EXCLUSIV E OF SUPPORT MEMBERS) WATER CLOSETSURINALSLAVSDRINKING FOUNTAINSSHOWERS TYPICAL MOUNTING HEIGHTS 4" MAX 32" MIN CLEAR OTHER APPROACHES 4'-0" MIN 3'-8" MIN LATCH APPROACH ONLY, 66" MIN WHERE TOE CLEARANCE IS NOT PROVIDED 60" MIN48" MIN 56" MIN @ WALL MTD WC 59" MIN @ FLOOR MTD WC 66" MIN WHERE TOE CLEARANCE IS NOT PROVIDED 60" MIN 56" MIN @ WALL MTD WC 59" MIN @ FLOOR MTD WC36" MIN. 48" MIN MIN 6" TOE CLEARANCE TOILET STALL CLEARANCES SL O P E 1/ 4 " / F T . MA X . CL 30" MIN 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 CL SEAT 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" MIN 48" MAX (HORIZ.) AT COUNTERTOPS 48" MAX 17" TO 18" 17" TO 18" 17" TO 18" 17" TO 18" 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" MIN 8" MIN CLEAR 5" MAX 15" MIN 6'-8" MIN 4" MAX HIGHER THAN 2'-3" 2'-3" OR BELOW WIDTH CLEAR AMOUNT ANY Lobby MAX 1'-0" MAX 1'-0" 27"-80" 27"MAX X>12"80" MIN X>12" POST-MOUNTED OBJECTS x>80" 27" MAX 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" MIN 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 . O U T L E T B O X 48 " M A X . 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" MAX TO HIGHEST OPERABLE PART 2'-3" MIN. CLR. 30" MIN CLR 20" MAX 24" MAX REFER TO CBC 11B-704 4'-0" 1'-3" MIN4'-0" RANGE FOWARD REACH 1'-3"4'-0" MAX RANGE SIDE REACH 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" MAXB 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 9/23/2024 2:46:47 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.032 DISABLED ACCESS NOTES 07.3897.000 3rd & Broadway Interior 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 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 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. 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. 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. (11B-701) 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. (11B-703.7.2.1, Fig 11B-703.7.2.1) 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 © Gensler Date Description Project Name Project 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 2:46:48 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.033 DISABLED ACCESS NOTES 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" ACCESIBILITY NOTES- 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 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. 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 © Gensler Date Description Project Name Project 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 2:46:49 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.034 DISABLED ACCESS NOTES 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" ACCESIBILITY NOTES SITE - CONT.11 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK 11/12/2024 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. © Gensler Date Description Project Name Project 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 2:46:51 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.035 DISABLED ACCESS NOTES 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" ACCESIBILITY NOTES - ELEVATORS1 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK 11/12/2024 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 11B-806.3; 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, motels 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 2:46:52 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.036 DISABLED ACCESS NOTES 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" ACCESIBILITY NOTES - GROUP R OCCUPANCIES1 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 © Gensler Date Description Project Name Project 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 2:46:54 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.038 CONDITIONS OF APPROVAL 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 © Gensler Date Description Project Name Project 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 2:46:55 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.039 CONDITIONS OF APPROVAL 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 © Gensler Date Description Project Name Project 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 2:46:57 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G0.040 CONDITIONS OF APPROVAL 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 DYH LIMIT OF PODIUM LIMIT OF PODIUM LIMIT OF PODIUM ? FOR REFERENCE ONLY 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 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. PROPERTY LINE PROPERTY LINEPROPERTY LINE 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 MAXIMUM 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 ZONE15' NO BUILD ZONE 5' - 6" 10' - 0''. 5' - 6" 10' - 0''. 30' - 4" 30' - 5" 31 ' - 0 " 21' - 2" CENTERLINE OF STREET CENTERLINE OF STREETCENTERLINE OF STREET 7" 8" 7" FOR REFERENCE ONLY -REFER TO PERMIT: B-101107992, B-101107990, B-101107993 15 ' - 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 1/16" = 1'-0" 9/23/2024 2:47:10 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G2.040 SITE PLAN - OVERALL 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/16" = 1'-0" SITE PLAN - OVERALL01 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. REFER TO PERMIT: B-101107992, B-101107990, B-101107993 FOR THE ASSOCIATED SITE 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. 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%. 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 OCFA SR#297959 & 297960 FOR FIRE MASTER PLAN. F. REFER TO LIFE SAFETY DRAWING SERIES FOR OCCUPANCY AND EGRESS ANALYSIS. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 DYH LIMIT OF PODIUM LIMIT OF PODIUM LIMIT OF PODIUM FEC ? 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 R08 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" 10' - 0''. 5' - 6" 20' - 3"15' NO BUILD ZONE 30' - 4" 30' - 5" 31 ' - 1 " CENTERLINE OF STREETCENTERLINE OF STREET 5' - 6" 10' - 0''. 5' - 6" 20' - 3" R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R11' FOR REFERENCE ONLY -REFER TO PERMIT: B-101107992, B-101107990, B-101107993 15 ' - 0 " R11' 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" = 10'-0" 9/23/2024 2:47:19 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.G2.041 SITE PLAN - RESIDENTIAL 07.3897.000 3rd & Broadway Interior 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. REFER TO PERMIT: B-101107992, B-101107990, B-101107993 FOR THE ASSOCIATED SITE 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. 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%. 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 OCFA SR#297959 & 297960 FOR FIRE MASTER PLAN. F. REFER TO LIFE SAFETY DRAWING SERIES FOR OCCUPANCY AND EGRESS ANALYSIS. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 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 H .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 R .LS1.001 12/31/25 2 FO R R E F E R E N C E O N L Y ( O C F A S R # 2 9 7 9 5 9 ) 11/12/2024 R .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 2 FO R R E F E R E N C E O N L Y ( O C F A S R # 2 9 7 9 5 9 ) 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 12/31/25 11/12/2024 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 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 1FP 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 38 ' - 3 " 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 12/31/25 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 149 452 12/31/25 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 148 452 12/31/25 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 148 452 12/31/25 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 12/31/25 11/12/2024 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) R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 402 452 12/31/25 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 474 480 12/31/25 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 112 452 12/31/25 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 273 452 12/31/25 11/12/2024 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 R2.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 Tenant Improvement 09/27/2024 REVISION TO PERMIT 6 452 12/31/25 11/12/2024 SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE EQ EQ SEE SCHEDULE SEE SCHEDULE EQ EQ AMENITY LEVEL 6 + 7 A1.2 A1.3 UNIT INTERIOR PANTRY & LINEN & WARDROBE U 3.2 AMENITY LEVEL 6 + 7 G 3.4 UNIT INTERIOR BATHROOM BEDROOM WALK-IN CLOSET U 2.1-2.2 UNIT INTERIOR WASHER & DRYWER CLOSET U 4.2 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 2022 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 2:47:22 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I0.031 DOOR TYPES & SCHEDULE 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK SCALE:1/4" = 1'-0" DOOR TYPES SCALE:1/4" = 1'-0" DOOR NOTES G3.4 - - 3' - 6" 8' - 0" 0' - 0 1/2" GL GL - - NON-RATED PIVOT HINGE WITH HOLD OPEN A1.3 3' - 4" 7' - 2" 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT NON-RATED STORAGE LOCKSET A1.2 3' - 4" 7' - 2" 3' - 0" 8' - 0" 0' - 1 3/4" HM PT HM PT NON-RATED PRIVACY LOCKSET U 4.2 - - 1' - 2" 7' - 0" 0' - 1 3/4" WD PT - - NON-RATED BI-FOLDING DOOR PULL U 3.2 - - 1' - 8" 7' - 0" 0' - 1 3/4" WD PT - - NON-RATED BI-FOLDING DOOR PULL U 2.2 3' - 2" 7' - 2" 2' - 10" 7' - 0" 0' - 1 3/4" WD PT HM PT NON-RATED PASSAGE LATCH U 2.1 3' - 2" 7' - 2" 2' - 10" 7' - 0" 0' - 1 3/4" WD PT HM PT NON-RATED PRIVACY LOCKSET WIDTH HEIGHT WIDTH HEIGHT THICK MATERIAL FINISH MATERIAL FINISH DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONSTYPE FRAME FRAME DOOR DOOR PANEL DOOR PANEL DOOR FRAME FIRE RATING HARDWARE SET DOOR SCHEDULE D 11/12/2024 PER SCHEDULE PARTITION PUSH SIDE PULL SIDE SEE HEAD CONDITION FOR ADDITIONAL NOTATION AS REQUIRED SOFFIT REQUIRED RABBET AS VARIES PER SCHEDULE PARTITION REQUIRED RABBET AS AS REQUIRED SOFFIT 2"5/8" 1/2" 1" PUSH SIDE PULL SIDE SEE HEAD CONDITION FOR ADDITIONAL NOTATION VARIES 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 PER SCHEDULE PARTITION 2"PER MANUF. 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 PER SCHEDULE PARTITION 1" 1/2" 09 22 16 - NON-STRUCTURAL METAL FRAMING PUSH SIDE PULL SIDE 2" PER MANUF. AS REQUIRED SOFFIT REQUIRED RABBET AS VARIES SEE HEAD CONDITION FOR ADDITIONAL NOTATION PER SCHEDULE PARTITION AS REQUIRED RABBET AS REQUIRED SOFFIT 2"PER MANUF. 1" PUSH SIDE TYP. 1/2" 08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 13 - HOLLOW METAL DOORS AND FRAMES PULL SIDE 08 11 13 -Z-CLIP FRAME ATTACHEMENT PAINTED 08 11 13 -SOLID GROUT/FIRE SAFE FRAME PAINTED 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 AL I G N SCHEDULED PARTITION SCHEDULED PARTITION 6" SCALE:3" = 1'-0" DOOR JAMB - PARTITION TYPE C04 SCALE:3" = 1'-0" DOOR JAMB - PARTITION TYPE B06 SCALE:3" = 1'-0" DOOR HEAD - PARTITION TYPE C03 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 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 3" = 1'-0" 9/23/2024 2:47:26 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I0.033 DOOR DETAILS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" PLAN DTL - HOLD OPEN DOOR07 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT C 11/12/2024 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 MAX 1/2" 2 1 1:2 SLOPE MAX 1/ 2 " M A X 1/ 4 " M A X WATERPROOFING SCHLUTER TRIM OR EQUAL CARPET AS SCHEDULED TILE AS SCHEDULED SOUND MAT, TYP. WATERPROOFING SCHLUTER TRIM OR EQUAL TERRAZZO AS SCHED. (TL) LVT AS SCHED. (WF) DOOR AS SCHED. SOUND MAT, TYP. FINISH CONCRETE FLOOR GROUT LVT AS SCHEDULED TILE AS SCHEDULED DOOR AS SCHED. 1/4" TILE BULL NOSE EDGE SOUND MAT, TYP. WATERPROOFING EXPOSED CONCRETE AS SCHEDULED RAMP METAL EDGE STRIP LVT OR TILE AS SCHEDULED 2 1 1:2 SLOPE MAX1/ 4 " M A X 1/ 2 " M A X SOUND MAT, TYP. WATERPROOFING DOOR FRAME DOOR AS SCHEDULED AL I G N 1/ 4 " SOLID SURFACE THRESHOLD 2 1 LVT (WF) TILE AS SCHED. (TL) GROUT SEALANT 1/2" MAX. 1/4"SOUND MAT, TYP. WATERPROOFING LVT AS SCHEDULED DOOR AS SCHED. WATERPROOFING SCHLUTER TRIM OR EQUAL CARPET AS SCHEDULED SOUND MAT, TYP. WATERPROOFING GROUT SEALANT TILE AS SCHEDULED DOOR AS SCHED. TILE BULL NOSE EDGE CONCRETE FLOORING TREATMENT SOUND MAT, TYP. SCALE:6" = 1'-0" EXTERIOR DOOR SILL - TYP.01 SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 6" = 1'-0" 9/23/2024 2:47:29 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I0.034 FINISH FLOOR TRANSITION DETAILS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT SCALE:6" = 1'-0" CARPET TO TILE TRANSITION03 SCALE:6" = 1'-0" CPT TO CONCRETE TRANSITION04 SCALE:6" = 1'-0" LVT TO TILE TRANSITION9 SCALE:6" = 1'-0" CONCRETE TO LVT/TERRAZZO TRANSITION02 SCALE:6" = 1'-0" TILE TO LVT TRANSITION05 SCALE:6" = 1'-0" LVT TO CARPET TRANSITION6 SCALE:6" = 1'-0" CONCRETE TO TILE TRANSITION7 C C C C C C C 11/12/2024 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 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/- FASTENER AS SCHEDULED PARTITION AS SCHEDULED 07 84 46.A00 INSULATION AS SCHEDULED09 29 00.B00 TYPE X GYP BD FIRE-RESIS JOINT SYSTEM ROOF ASSEMBLY - UL D925 FLOOR CONSTRUCTION & SECONDARY MEMBERS 2HR ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR POST TENSIONED SLAB, REFER TO STRUCTURAL PLANS 0.145"x1" POWER ACTUATED FASTENER @ 16" OC (MAX.) FIRE REISTIVE JOINT SPRAY OVER MINERAL WOOL OR CAULK.. #8 WAFERHEAD FRAMING SCREWS (TYP.) SLIPTRACK SYSTEM SLP-TRK BRAND SLOTTED TRACK. PARTITION AS SCHEDULED. 1/2" TO 2" x 20 GA. Z BARS OR 16 GA. CRC @ 16" OC. (MAX.) - 5/8 DEFLECTION CAP. 07 81 00.A00 SPRAYED FIRE RESIS MTRL ROOF ASSEMBLY - UL D925 FLOOR CONSTRUCTION & SECONDARY MEMBERS 2HR ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR 09 22 16.A01 METAL RUNNER TRACK 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD 09 22 16.A11 SLIP-TYPE HEAD JOINT 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.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 FACE OF STRUCTURE WALL OR RATED WALL WHERE IT OCCURS FACE OF STRUCTURE WALL OR RATED WALL WHERE IT OCCURS FACE OF STRUCTURE WALL OR RATED WALL WHERE IT OCCURS BASE HEAD SCHEDULED CEILING WHERE OCCURS DIAGONAL BRACING @ 32" O.C., TYP. 12 12 16GA CLIP L W/ (3) #10 SMS TO BRACE & (4) PDF TO SLAB, (4) 0.157" DIA. x 1-1/2" HILTI X-U FASTENER; ICC ESR #2269 U CHANNEL ALIGN ALIGN TEMPERED CLEAR GLASS U-CHANNEL SCHEDULED FLOOR FINISH 20GA TRACK W/ (2) #10 SMS TO EACH STUD 3-5/8" 20GA @ 16: O.C., TYP. 1-LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE, TYP. SOUND ATTENUATION BLANKET, TYP. ________________03 R2.I0.050SIM. SCALE:3" = 1'-0" PARTITION TYPE - A02 SCALE:12" = 1'-0" PARTITION TYPE NOTES01 SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:47:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I0.050 DETAILS_PARTITION TYPES 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA PARTITION TYPE MARK FRAMING ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTES THK (MM)DEPTH SPACING A3 40 3 5/8" 16 O.C. 3'' - - 48 A3A 33 3 5/8" 16 O.C. 3" - - 48 A3U 33 3 5/8" 16 O.C. 3" - 48 A6U 33 6" 16 O.C. 6'' - - 48 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT SCALE:3" = 1'-0" 1. HEAD DETAIL TYPE 'A' RATED03SCALE:3" = 1'-0" 1. WALL UNDER STEEL BEAM04 SCALE:3" = 1'-0" PARTITION TYPE - D05 PARTITION TYPE MARK FRAMING ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTES THK (MM)DEPTH SPACING D3 30 3 5/8" 16 O.C. 3" - - 33 D3A 30 3 5/8" 16 O.C. 3" - - 33 PA POST-INSTALLED ANCHORS PA-1 EMBEDS AND INSERTS FOR SUPPORT OF ALL NONSTRUCTURAL ELEMENTS, MECHANICAL AND OTHER EQUIPMENT SHALL BE CAST INTO THE SLAB. DRILLED OR POWDER DRIVEN FASTENERS WILL NOT BE PERMITTED EXCEPT AS NOTED BELOW. DRILLED CONCRETE ANCHORS AND POWDER DRIVEN FASTENERS SHALL BE PLACED A MINIMUM DISTANCE EQUAL TO THE SLAB THICKNESS AWAY FROM MARKED TENDON LOCATIONS. NO ANCHORS OR FASTENERS SHALL BE PLACED WITHIN A DISTANCE OF FIVE TIMES THE SLAB THICKNESS FROM THE FACE OF ANY COLUMN. PT SLAB EXCEPTIONS: 1. POWDER DRIVEN FASTENERS WITH A 5/8" MAXIMUM EMBEDMENT MAY BE INSTALLED AT ANY LOCATION ON THE SLAB. 2. POWDER DRIVEN FASTENERS WITH A 1" MAXIMUM EMBEDMENT MAY BE INSTALLED WITHIN 1-0" FROM SLAB PERIMETER EDGES. NO REINFORCING STEEL, CONCRETE OR POST-TENSIONING TENDONS SHALL BE DAMAGED BY ANCHORS OR FASTENERS SCALE:3" = 1'-0" PARTITION TYPE-GL06 C C 11/12/2024 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA 9/23/2024 2:47:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I0.060 FINISH & EQUIPMENT SCHEDULE 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA FINISH SCHEDULE 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT WF20 09 64 00 CLASS B LEVEL 04 FITNESS WOOD FLOORING WF10 09 64 00 CLASS B UNITS: LIVING ROOM, KITCHEN WOOD FLOORING WOOD FLOORING WC20 09 72.00 CLASS B LEVEL 04 MEETING ROOM WALL COVERING, STONE LOOK WC10 09 72 00 CLASS B UNITS: BATHROOM WALLS WALL COVERING? WALL COVERING WB10 06 40 23 CLASS B UNITS: LIVING ROOM, KITCHEN & BEDROOMS/MAIN COMMON HALLWAYS WALL BASE WOOD WALL BASE TR20 09 66 16 CLASS B PUBLIC SPACE TERRAZZO TILE TERRAZZO TL-20 09 30 00 CLASS B LEVEL 04 FITNESS RESTROOM WALL TILE 3X6 TL-20 09 30 00 CLASS B LEVEL 04 FITNESS FLOOR TILE 6X36 TL10 09 30 00 CLASS B UNITS: BATHROOM FLOOR/MAIN ENTRY ALCOVE TILE TILING ST21 09 75 00 CLASS B WEST LOBBY & RECEPTION FIREPLACE STONE TILING ST20 09 75 00 CLASS B WEST LOBBY & RECEPTION FIREPLACE STONE TILING STONE TILING PT21 09 91 23 CLASS B LEVEL 04 GAME ROOM A BLUE-ISH PAINT PT20 09 91 23 CLASS B LEVEL 04 BUSINESS CENTER ACCENT WALL CONCRETE LOOK PT12 NOT USED PT11 09 91 23 CLASS B MAIN HALLWAY ENTRANCE ALCOVE PT10 09 91 23 CLASS B UNITS: LIVING ROOM, KITCHEN & BEDROOMS/MAIN COMMON HALLWAYS GENERAL PAINT PAINT CLASS B PL21 06 40 23 CLASS B LEVEL 04 BUSINESS CENTER MILLWORK PL20 06 40 23 CLASS B LEVEL 04 BUSINESS CENTER MILLWORK PLASTIC LAMINATE INTERIOR MT22 CLASS B LEASING OFFICE CEILING MT21 CLASS B ELEVATOR INTERIOR FINISH MT20 05 70 00 CLASS B LEVEL 04 MEETING ROOM 1/2" METAL REVEAL DECORATIVE METAL GL20 08 80 00 CLASS B WEST LOBBY & RECEPTION FIREPLACE 1/2" CLEAR GLAZING G1 08 80 00 CLASS B BUSINESS CENTER & FITNESS CENTER 1/2" CLEAR GLAZING GLASS CS10 09 61 23 CLASS B UNITS: LIVING ROOM, KITCHEN CONCRETE FLOORING SEALED CONCRETE CF10 03 05 11 CLASS B GENERAL EXPOSED CONCRETE EXPOSED CONCRETE CP22 09 68 13 CLASS B LEVEL 04 GAME ROOM CARPET TILE CP21 09 68 13 CLASS B LEVEL 04 FITNESS CARPET TILE CP-20 09 68 13 CLASS B LEVEL 04 BUSINESS CENTER CONFERENCE CARPET TILE CP12 09 68 13 CLASS B UNITS: BEDROOM CARPET TILE CP11 09 68 13 CLASS B MAIN HALLWAYS AT ENTRY ALCOVE CP10 09 68 13 CLASS B MAIN HALLWAYS CARPET CL21 09 51 23 CLASS B LEVEL 04 FITNESS 2X LARGE FORMAT CL20 09 51 23 CLASS B LEVEL 04 MEETING ROOM 2X4 ACT ACOUSTICAL CEILING TILE FINISH CODE SPECIFICATION SECTION FLAME SPREAD INDEX/ RESISTANCE LOCATION CONTACT NOTES RESIDENTIAL BUILDING FINISHES SCHEDULE 7 VENT HOOD LG HCED3015D 34 1/4" 26 5/8" 27 3/8" EQ-7 6 MICROWAVE LG LMC1575BD 21.41" 12.13" 17" EQ-6 5 SLIDE IN RANGE LG LSE4616ST 30" 24" 36" EQ-5 4 REFRIGERATOR 2 LG LBNC10551V 23 3/8" 25 3/8" 68 3/8" EQ-4 3 REFRIGERATOR 1 LG LBNC15231V 27 3/8” 27 5/8” 67 6/8” EQ-3 2 WASHER / DRYER MIELE WXD160WCS-TXD160WP EQ-2 1 DISHWASHER LG LDT5665 23.75" 24.6" 33.6" EQ-1 APPLIANCES MANUFACTURER MODEL# WIDTH DEPTH HEIGHT MARK 11 KITCHEN SINK Kolher K-3822-4-NA 25" 22" 9-5/16" 10 KITCHEN FAUCET Kolher K-10433-BN 8 BATH AND SHOWER TRIM Kohler K-TS23502-4-BN 6 BATHTUB Kohler K-1121-0 60" 30" 5 FAUCET - UNDERMOUNT SINK Kohler K-23472-4N-BN 3 UNDERMOUNT SINK Kohler K-2297-0 23-7/8" 15-5/8" 6-1/4" 2 VESSEL SINK Kohler K-5373-0 22-5/8" 16-1/8" 6-7/8" 1 TOILET Kohler K-22378-0 TOILET ACCESSORY MANUFACTURER MODEL# WIDTH DEPTH HEIGHT APPLIANCES SCHEDULE TOILET ACCESSORY SCHEDULE C C C 11/12/2024 ? 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 R08 REFER TO PERMIT: B-101107992, B-101107990, B-101107993 R11' LEASING OFFICE R01G16 MAIL ROOM R01G17 RESTROOM R01G15 JANITOR R01F15 WEST LOBBY R01H16 ELEVATOR 01 ELEVATOR 02 TRASH ROOM R01H14 STAIR 01 STORAGE G01H15 FCC R01F17 PACKAGE R01F16 02 EAST LOBBY R01H08 ELEVATOR LOBBY R01H10 ELEVATOR 03VESTIBULE R01G11 MEP ROOM R01H09 STAIR 02 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0101 8 FOR ALL BOH SPACES: CEILING TO BE EXPOSED, WITH SURFACE MOUNTED DOWNLIGHTS. ALL WALLS TO BE PAINTED AND HAVE A TYPICAL RUBBER WALL BASE, SAME COLOR AS THE WALL. FLOOR TO BE EXPOSED CONCRETE. U.O.N 9 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 TO SEPARATE PERMIT: B-101107992, B-101107990, B-101107993. 10 REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. 1 FOR INTERIOR LAYOUTS REFER TO SERIES R2.I5.300, R2.I5.400 & R2.I5.500 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION, UNDER SEPARATE PERMIT: B-101107992, B-101107990, B-101107993 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 TO FINISH FLOOR 7 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM 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 2:47:48 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.101 CONSTRUCTION PLAN - LEVEL 01 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK LEGEND C C 11/12/2024 ? ? ? ? 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 R07R08R112 REFER TO PERMIT: B-101107992, B-101107990, B-101107993 R11' 5' - 0" ________________01 R2.I5.170 ________________01 R2.I5.171 ________________01 R2.I5.173 MEN R06H13C JANITOR R06H13B WOMEN R06H13A BUSINESS CENTER R06G16 CONFERENCE R06F15 CONFERENCE R06F16 MULTI FUCTION SPACE R06G14 GAME ROOM R06H16 A1.2 G3 . 4 G3 . 4 03 COORIDOR R06J12CP-10PT10 WB10CP-10PT10 WB10 CP-10PT10 WB10 CP-10 PT10 WB10 D 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 2:47:55 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.106 CONSTRUCTION PLAN - LEVEL 06 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0601 03 REFER TO CORE AND SHELL DRAWING SET UNDER SEPARATE PERMIT. 8 FOR ALL BOH SPACES: CEILING TO BE EXPOSED, WITH SURFACE MOUNTED DOWNLIGHTS. ALL WALLS TO BE PAINTED AND HAVE A TYPICAL RUBBER WALL BASE, SAME COLOR AS THE WALL. FLOOR TO BE EXPOSED CONCRETE. U.O.N 9 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 TO SEPARATE PERMIT: B-101107992, B-101107990, B-101107993. 10 REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. 1 FOR INTERIOR LAYOUTS REFER TO SERIES R2.I5.300, R2.I5.400 & R2.I5.500 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION, UNDER SEPARATE PERMIT: B-101107992, B-101107990, B-101107993 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 TO FINISH FLOOR 7 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C C 11/12/2024 ? ? 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 R07R08R112R11' ________________01 R2.I5.175 G3 . 4 G3 . 4 A1 . 3 A1 . 2 A1 . 2 A1 . 3 CIRCULATION R07G09CIRCULATION R07G13 CIRCULATION R07G13 CIRCULATION R07G13 YOGA STUDIO R07H13 FITNESS STUDIO R07J13 JANITOR R07H12A MEN R07H12B LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07H12C CORRIDOR R07J11A CLUB HOUSE R07J11B TRASH ROOM R07G15 FSAE LOBBY R07H14 STAIR 01 VESTIBULE R07H15 ELEVATOR 01 ELEVATOR 02 MEP ROOM R07J10 VESTIBULE R07H11 ELEVATOR LOBBY R07H10 ELEVATOR 03 VESTIBULE R07H09 STAIR 02 CP-11 PT11 WB10CP-11 PT11 WB10 TL10 TL10 PT10 WB10 CP-11 PT11 WB10 CP-11 PT11 WB10 CP-11 PT11 WB10 CP-11 PT11 WB10 TL10 TL10 TL10 TL10 TL10 TL10 TL10 PT10 WB10 PT10 WB10 PT10 WB10 PT10 WB10 CP-11 PT11 WB10 PT10 WB10 ST_1 R07F11B R2.I5.340 2BR_1 R07F10 R2.I5.300 ST_1 R07F11A R2.I5.340 ST_1 R07F12 R2.I5.340 2BR_1 R07F13 R2.I5.300 ST_1 R07F14A R2.I5.340 ST_1 R07F14B R2.I5.340 ST_1 R07F15 R2.I5.340 ST_1 R07H16 R2.I5.340 1BR_1 R07J09 R2.I5.320 2BR_2 R07G08 R2.I5.310 2BR_2 R07G16 R2.I5.310 ST_1 R07F09B R2.I5.340 ST_1 R07F09A R2.I5.340 D D D D D D 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 2:48:10 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.107 CONSTRUCTION PLAN - LEVEL 07 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 0701 03 REFER TO CORE AND SHELL DRAWING SET UNDER SEPARATE PERMIT. 8 FOR ALL BOH SPACES: CEILING TO BE EXPOSED, WITH SURFACE MOUNTED DOWNLIGHTS. ALL WALLS TO BE PAINTED AND HAVE A TYPICAL RUBBER WALL BASE, SAME COLOR AS THE WALL. FLOOR TO BE EXPOSED CONCRETE. U.O.N 9 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 TO SEPARATE PERMIT: B-101107992, B-101107990, B-101107993. 10 REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. 1 FOR INTERIOR LAYOUTS REFER TO SERIES R2.I5.300, R2.I5.400 & R2.I5.500 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION, UNDER SEPARATE PERMIT: B-101107992, B-101107990, B-101107993 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 TO FINISH FLOOR 7 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 03 03 C C 11/12/2024 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 R07R08R112 02 R11' 12' - 5" TRASH ROOM R08G15 VESTIBULE R08H15 ELEVATOR 01 ELEVATOR 02 FSAE LOBBY R08H14 STAIR 01 VESTIBULE R08H11 ELEVATOR 03ELEVATOR LOBBY R08H10 VESTIBULE R08H09 MEP ROOM R08J10 STAIR 02 CIRCULATION R08G13 CIRCULATION R08G13 1BR_1 R08H16 R2.I5.320 1BR_1 R08J09 R2.I5.320 1BR_2 R08J11 R2.I5.330 CIRCULATION R08G13 CP-11 PT11 WB10CP-11 PT11 WB10 TL10 TL10 PT10 WB10 CP-11 PT11 WB10 TL10 TL10 CP-11 PT11 WB10 PT10 WB10 PT10 WB10 TL10 TL10 CP-11 PT11 WB10 CP-11 PT11 WB10 TL10 PT10 WB10 CP-11 PT11 WB10 TL10 TL10 TL10 PT10 WB10CP-11 PT11 WB10 CP-11 PT11 WB10 CP-11 PT11 WB10 CP-11 PT11 WB10 TL10TL10TL10TL10 TL10TL10 PT10 WB10 PT10 WB10 PT10 WB10 PT10 WB10 03 2BR_2 R08G16 R2.I5.310 1BR_2 R08F11A R2.I5.330 ST-1 R08F10A R2.I5.340 1BR_1 R08H13 R2.I5.320 ST_1 R08F10B R2.I5.340 ST_1 R08F09B R2.I5.340 ST_1 R08F09A R2.I5.340 ST_1 R08F11B R2.I5.340 ST_1 R08F15B R2.I5.340 ST_1 R08F15A R2.I5.340 ST_1 R08F14B R2.I5.340 ST_1 R08F14A R2.I5.340 1BR_2 R08F12 R2.I5.330 1BR_2 R08F13 R2.I5.330 ST_1 R08H12B R2.I5.340 ST_1 R08H12A R2.I5.340 ST_1 R08H11A R2.I5.340 2BR_2 R08G10 R2.I5.310 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 2:48:22 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.108 CONSTRUCTION PLAN - LEVEL 08-14 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 08-1401 01 ELECTRICAL JUNCTION BOX AND POWER ON FOB ENTRY (TYP.) REFER TO ELECTRICAL DRAWINGS 02 TRASH CHUTE 48" MAX AFF TO OPERABLE PARTS 03 REFER TO CORE AND SHELL DRAWING SET UNDER SEPARATE PERMIT. 8 FOR ALL BOH SPACES: CEILING TO BE EXPOSED, WITH SURFACE MOUNTED DOWNLIGHTS. ALL WALLS TO BE PAINTED AND HAVE A TYPICAL RUBBER WALL BASE, SAME COLOR AS THE WALL. FLOOR TO BE EXPOSED CONCRETE. U.O.N 9 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 TO SEPARATE PERMIT: B-101107992, B-101107990, B-101107993. 10 REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. 1 FOR INTERIOR LAYOUTS REFER TO SERIES R2.I5.300, R2.I5.400 & R2.I5.500 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION, UNDER SEPARATE PERMIT: B-101107992, B-101107990, B-101107993 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 TO FINISH FLOOR 7 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 03 C C 11/12/2024 R09R10R11R12R13R14R15R16 RF RG RH RJ RK RL R08 R112 PT10 WB10 CP-11 PT10 WB10 CP-10 REFER TO PERMIT: B-101107992, B-101107990, B-101107993 R11' TRASH ROOM R15F16 VESTIBULE R15H15 FSAE LOBBY R15H14 ELEVATOR 01 STAIR 01 ELEVATOR 02 STAIR 02 ELEVATOR 03 VESTIBULE R15H11 STORAGE R15H09 STORAGE R15J10 ELEVATOR LOBBY R15H10 ALL GENDER RR R15F09A VESTIBLE R15F09B ALL GENDER RR R15F09C JANITOR R15F09DCIRCULATION R15G15 CIRCULATION R15G13 EAST CORR. R15F09E 1BR_1 RJ15H16 R2.I5.320 PT11 WB10 CP-11CP-11 PT11 WB10 PT11 WB10CP-11 PT11 WB10 CP-11 PT11 WB10 CP-11 PT11 WB10 CP-11 PT11 WB10 CP-11 PT11 WB10CP-11 PT11 WB10 PT10 WB10 PT10 WB10 PT10 WB10 PT10 WB10 TL10 TL10 TL10 TL10 TL10 TL10 TL10 TL10 TL10 PT10 WB10 PT10 WB10 ST_1 R15F11 R2.I5.340 ST_1 R15H12 R2.I5.340 2BR_2 R15G16 R2.I5.310 2BR_1 R15F10 R2.I5.300 2BR_1 R15F12 R2.I5.300 2BR_1 R15F13 R2.I5.300 2BR_1 R15F15 R2.I5.300 2BR_1 R15J11 R2.I5.300 2BR_1 R15H13 R2.I5.300 ________________01 R2.I5.210 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 2:48:33 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.115 CONSTRUCTION PLAN - LEVEL 15 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 151 8 FOR ALL BOH SPACES: CEILING TO BE EXPOSED, WITH SURFACE MOUNTED DOWNLIGHTS. ALL WALLS TO BE PAINTED AND HAVE A TYPICAL RUBBER WALL BASE, SAME COLOR AS THE WALL. FLOOR TO BE EXPOSED CONCRETE. U.O.N 9 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 TO SEPARATE PERMIT: B-101107992, B-101107990, B-101107993. 10 REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. 1 FOR INTERIOR LAYOUTS REFER TO SERIES R2.I5.300, R2.I5.400 & R2.I5.500 2 COORDINATE FINAL FIRE EXTINGUISHER LOCATIONS IN PUBLIC AREAS WITH INTERIOR DESIGNER, TYPICAL ALL LEVELS 3 RATED CORRIDOR AND DEMISING WALL SEPARATION, UNDER SEPARATE PERMIT: B-101107992, B-101107990, B-101107993 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 TO FINISH FLOOR 7 A MINIMUM OF 98" VERTICAL CLEARANCE SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 03 03 03 C C 11/12/2024 ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08 R112 REFER TO PERMIT: B-101107992, B-101107990, B-101107993 R11' JANITOR R01F15 RESTROOM R01G15 MAIL ROOM R01G17LEASING OFFICE R01G16 WEST LOBBY R01H16 STORAGE G01H15 WEST LOBBY R01H16 EAST LOBBY R01H08 ELEVATOR LOBBY R01H10 10 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 2:48:41 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.201 REFLECTED CEILING PLAN - LEVEL 01 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 011 1 REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LAYOUT AND INFORMATION. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND 10 10 REFER TO CORE AND SHELL DRAWING SET UNDER SEPARATE PERMIT. C 11/12/2024 ? ? ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R112R11' ________________02 R2.I5.170 ________________02 R2.I5.171 ________________03 R2.I5.173 BUSINESS CENTER R06G16 CONFERENCE R06F16 CONFERENCE R06F15 MULTI FUCTION SPACE R06G14 GAME ROOM R06H16 WOMEN R06H13A JANITOR R06H13B MEN R06H13C PT10 8' - 4" PT10 8' - 4" 10 10 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 2:48:48 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.206 REFLECTED CEILING PLAN - LEVEL 06 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 061 1 REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LAYOUT AND INFORMATION. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND C 11/12/2024 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08 R112R11' ________________02 R2.I5.175 TRASH ROOM R07G15 VESTIBULE R07H15 FSAE LOBBY R07H14 STAIR 01 ELEVATOR 01 ELEVATOR 02 YOGA STUDIO R07H13 FITNESS STUDIO R07J13 JANITOR R07H12A MEN R07H12B WOMEN R07H12E LIFT STORAGE R07H12D CORRIDOR R07H12C CORRIDOR R07J11A CLUB HOUSE R07J11B STAIR 02 MEP ROOM R07J10 VESTIBULE R07H11 ELEVATOR LOBBY R07H10 ELEVATOR 03 VESTIBULE R07H09 PT10 PT10 PT1010 R2.I6.301 ________________ TYP. 8' - 4"8' - 4"8' - 4"CJ CJ CJ CJ 8' - 0" 7' - 0" 2BR_2 R07G16 R2.I5.310 ST_1 R07F15 R2.I5.340 ST_1 R07F14B R2.I5.340 ST_1 R07F14A R2.I5.340 2BR_1 R07F13 R2.I5.300 ST_1 R07F12 R2.I5.340 ST_1 R07F11B R2.I5.340 ST_1 R07F11A R2.I5.340 2BR_1 R07F10 R2.I5.300 ST_1 R07F09B R2.I5.340 ST_1 R07F09A R2.I5.340 2BR_2 R07G08 R2.I5.310 1BR_1 R07J09 R2.I5.320 ST_1 R07H16 R2.I5.340 ________________03 R2.I5.177 10 10 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 2:48:57 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.207 REFLECTED CEILING PLAN - LEVEL 07 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 071 1 REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LAYOUT AND INFORMATION. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND 10 REFER TO CORE AND SHELL DRAWING SET UNDER SEPARATE PERMIT. C 11/12/2024 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R112R11' 1BR_1 R08H16 R2.I5.320 MEP ROOM R08J10 VESTIBULE R08H11 ELEVATOR 03 VESTIBULE R08H09 ELEVATOR LOBBY R08H10 STAIR 02 TRASH ROOM R08G15 VESTIBULE R08H15 STAIR 01 FSAE LOBBY R08H14 ELEVATOR 01 ELEVATOR 02 10 R2.I6.301 ________________ TYP.PT10 PT10 PT10 10 10 10 8' - 4"8' - 4"8' - 4" CJCJ CJ 7' - 0" 8' - 0" 2BR_2 R08G16 R2.I5.310 ST_1 R08F15B R2.I5.340 ST_1 R08F15A R2.I5.340 ST_1 R08F14B R2.I5.340 ST_1 R08F14A R2.I5.340 1BR_2 R08F13 R2.I5.330 1BR_2 R08F12 R2.I5.330 ST_1 R08F11B R2.I5.340 1BR_2 R08F11A R2.I5.330 ST_1 R08F10B R2.I5.340 ST-1 R08F10A R2.I5.340 ST_1 R08F09B R2.I5.340 ST_1 R08F09A R2.I5.340 2BR_2 R08G10 R2.I5.310 1BR_1 R08J09 R2.I5.320 ST_1 R08H12B R2.I5.340 1BR_1 R08H13 R2.I5.320 ST_1 R08H12A R2.I5.340 ST_1 R08H11A R2.I5.340 1BR_2 R08J11 R2.I5.330 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 2:49:07 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.208 REFLECTED CEILING PLAN - LEVEL 08 - LEVEL 14 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 1 REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LAYOUT AND INFORMATION. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 01 SURFACE MOUNTED WALL SCONCE LIGHTING FIXTURE AT ENTRY DOOR TYP. U.O.N. REFER TO ELECTRICAL DRAWINGS 02 PAINTED EXPOSED UNDERSIDE OF CONCRETE FLOOR SLAB. TYP U.O.N. 03 DROP PAINTED GYP. BD. SOFFIT TYP. U.O.N. 04 DROP SOFFIT COVE LIGHT WITH LINEAR FIXTURE ALL AROUND TYP. U.O.N. REFER TO ELECTRICAL DRAWINGS 05 STRIP LIGHTING FIXTURE ALONG ENTRY ALCOVE AT TOP AND VERTICAL POCKET ON BOTH SIDES TYP. U.O.N. REFER TO ELECTRICAL DRAWINGS 06 SURFACE MOUNTED WALL SCONCE LIGHTING FIXTURE ALONG HALLWAY. REFER TO LIGHTING DRAWINGS REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 08 - LEVEL 141 C 11/12/2024 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08 ________________02 R2.I5.210 R112 REFER TO PERMIT: B-101107992, B-101107990, B-101107993 R11' 1BR_1 RJ15H16 R2.I5.320 TRASH ROOM R15F16 VESTIBULE R15H15 STAIR 01 ELEVATOR 01 ELEVATOR 02 FSAE LOBBY R15H14 ELEVATOR 03 VESTIBULE R15H11 ELEVATOR LOBBY R15H10 STORAGE R15J10STAIR 02 ALL GENDER RR R15F09A VESTIBLE R15F09B ALL GENDER RR R15F09C JANITOR R15F09D EAST CORR. R15F09E 10 R2.I6.301 ________________TYP.PT10 PT10 PT10 10 10 10' - 3"10' - 3" 10' - 3" CJ CJ 7' - 0" 8' - 0" 2BR_2 R15G16 R2.I5.310 2BR_1 R15F15 R2.I5.300 2BR_1 R15F13 R2.I5.300 2BR_1 R15F12 R2.I5.300 ST_1 R15F11 R2.I5.340 2BR_1 R15F10 R2.I5.300 2BR_1 R15H13 R2.I5.300 ST_1 R15H12 R2.I5.340 2BR_1 R15J11 R2.I5.300 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 2:49:17 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I1.215 REFLECTED CEILING PLAN - LEVEL 15 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 151 1 REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LAYOUT AND INFORMATION. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 10 REFER TO CORE AND SHELL DRAWING SET UNDER SEPARATE PERMIT.REFER TO PERMIT # B-101107992, B-101107990, B-101107993 FOR SCOPE OF WORK OFFICE 04F06 ENLARGED PLAN DETAIL REFERENCE ROOM NUMBER ROOM NAME LEGEND C 11/12/2024 UP AL I G N AL I G N A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R14R15R16 RF RG G3.4G3.4 A1.2 A3 A A3 A A3 A D3 A D2A 2' - 2 " 8 ' - 9 " 3 ' - 0 " 1 0 " 1' - 6" 8' - 9" 3' - 6" 1' - 1" 3' - 6" 9' - 11 1/2" 1" 2' - 0" 2' - 2 1 / 2 " 1' - 7 1 / 2 " 9' - 9 1 / 2 " R2.I5.172 02 R2.I5.172 03 01 CONFERENCE R06F15CONFERENCE R06F16 BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 1' - 4 1/2" D3A D3A D3 A 11 ' - 5 " 1' - 6 1 / 2 " D2A R2.I5.17205R2.I5.172 05 OPP. D3 A A3 A 2' - 1 " ALIGN A3 A 1' - 10 3/4" 1' - 1 1/4" 5"5" 6" 1' - 1 0 " ________________10 R2.I6.400 ________________10 R2.I6.400 ________________10 R2.I6.400 G1G1 R14R15R16 RF RG CONFERENCE R06F16 CONFERENCE R06F15 MULTI FUCTION SPACE R06G14 BUSINESS CENTER R06G16 2' - 0 " 2' - 0 " 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 2' - 0 " 1' - 4 1/2" 4' - 1 " 2' - 0 " 8' - 4"8' - 4" PT10 8' - 2 1/4" PT10 8' - 2 1/4" 3' - 0 " 3' - 0 " 3' - 0"3' - 0" CF10 CF10 CL20 CL20 8' - 2 1/4" PT10 8' - 2 1/4" PT10 8' - 2 1/2" PT10 PT10 8' - 2 1/2" 0606 06 06 05 TYP.05 TYP. 08 R2.I6.301 ________________ 08 R2.I6.301 ________________ 07 R2.I6.301 ________________09 R2.I6.301 ________________ 07 R2.I6.301 ________________ EQ. 8' - 0" 8' - 0" EQ. 7' - 1 0 1 / 4 " 7 ' - 1 0 1 / 4 " 7 ' - 1 0 1 / 4 " 3 ' - 0 " EQ . 6' - 0 " 6' - 0 " EQ . EQ. 8' - 0" 8' - 0" EQ. BUSINESS CENTER R06G16 CONFERENCE R06F16 CONFERENCE R06F15 MULTI FUCTION SPACE R06G14 TR20PT10 WB10 CP20 TR20 PT10 WB10 PT10 WB10 CP20 TR20 EQ EQ EQ PT10 WB10 CP20 TR20 PT20 WB10 PT20 WB10 PT20 WB10 CJ CJ CJ CJ CJ CJCJCJCJ CJ CJCJ CJ CJ CJCJ CJ CJ CJ CJ 02 R2.I0.034 ________________ 02 R2.I0.034 ________________TYP. 02 R2.I0.034 ________________TYP.02 R2.I0.034 ________________TYP. 02 R2.I0.034 ________________ SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 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 2:49:26 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.170 LEVEL 06 - ENLARGED PLANS - BUSINESS CENTER & MULTI FUCTION 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" CONSTRUCTION PLAN - LEVEL 06 BUSINESS CENTER & LOUNGE01 SCALE:1/4" = 1'-0" REFLECTED CEILING PLAN - LEVEL 06 BUSINESS CENTER & LOUNGE02 SCALE:1/4" = 1'-0" FINISH PLAN - LEVEL 06 BUSINESS CENTER & LOUNGE03 01 LED STRIP LIGHT @ BOTTOM OF WALL 4" A.F.F. 03 LED STRIP LIGTH VERTICAL BEHIND TV 05 COVE LIGHT 06 WINDOW SHADE TO BE DEFINED 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R16 RH RJ A3A1 D2A D2 A A3 A 1 D2 A A3 A 1 4' - 1 " 5' - 7 " 11 " 4' - 8 " 3' - 1 1 / 2 " 16 ' - 8 " 3' - 2 " 4' - 8 " 4' - 3 " 2' - 2 1/2" 19' - 5" GAME ROOM R06H16 9" CL CL CL R2.I5.172 04 R16 RH RJ TL20 PT21 PT10 WB10 GAME ROOM R06H16 R16 RH RJ 3' - 0 " 3' - 0 " 3' - 0"3' - 0" GAME ROOM R06H16 CF10 PT10 9' - 0" 07 R2.I6.301 ________________ 05 06 06 EQ. 8' - 0" EQ. EQ . 7 ' - 3 " 7 ' - 3 " 7 ' - 3 " 7 ' - 3 " E Q . SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 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 2:49:35 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.171 LEVEL 06 - ENLARGED PLANS - GAME ROOM 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" CONSTRUCTION PLAN - LEVEL 06 GAME ROOM01 SCALE:1/4" = 1'-0" FINISH PLAN - LEVEL 06 GAME ROOM03 SCALE:1/4" = 1'-0" REFLECTED CEILING PLAN - LEVEL 06 GAME ROOM02 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 05 COVE LIGHT 06 WINDOW SHADE TO BE DEFINED C 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D 1' - 6" 1' - 9" MIN. 2' - 10" 3' - 3" 3" 2' - 0 " 2" EQ E Q PL21 PL20 PT10 TL21 WB10 PT20 WB1007 R2.I6.500 ________________03 R2.I6.500 ________________ 06 R2.I6.500 ________________ 0707 A1.2 1' - 8" 1' - 8" (10) EQ DOORS 2' - 7 " 3 " 2' - 1 0 " 04 R2.I6.500 ________________ EQ E Q 8' - 2 1 / 2 " ADJUSTABLE SHELF PT20 PT10 PT20 WB10 PL21 PL20 07 A1.7 3' - 8 " 3' - 2 " 85" MONITOR CL CL 6' - 4" EQ EQ 3' - 10"2' - 2" PT10 PT20 MT20 PT10 WB10 06 (3) EQ. GLASS PANELS 3' - 6" EQ EQ 3' - 6" (3) EQ. GLASS PANELS 8' - 2 1 / 2 " 15 R2.I6.400 ________________14 R2.I6.400 ________________18 R2.I6.400 ________________ 17 R2.I6.400 ________________ 16 R2.I6.400 ________________ 12 R2.I6.400 ________________ COLUMN EQ EQ 07 07 G3.4 G3.4 8' - 2 1 / 2 " EQ E Q WB10 PT21 PT10 07 15 06 CL CLCLCL EQ 6' - 0" 6' - 0" EQ 07 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 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 2:49:46 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.172 LEVEL 06 - BUSINESS CENTER, GAME AND MULTI FUNCTION ROOM ELEVATIONS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" BUSINESS CENTER MILLWORK01 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - MULTI FUCTION MILLWORK03 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - CONFERENCE05 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - CONFERENCE02 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK SCALE:1/4" = 1'-0" INTERIOR ELEVATION - GAME ROOM04 06 TV SCREEN 07 COVE LIGHT 15 WINDOW SHADE TO BE DEFINED C 11/12/2024 ? ? ? ? A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R13R14 RJ JANITOR R06H13B R2.I5.17405 06 R2.I5.174 01 02 07 08 03 04 9' - 6"6' - 10 3/4"9' - 6" 5' - 0 " 3' - 0 " 7' - 8 5 / 8 " 16 ' - 3 1 / 2 " 2' - 0" 3' - 6" 5' - 0 " 5' - 0 " 2' - 0" 5' - 0 " 3' - 0 " 8' - 1 1 / 2 " 2' - 0" D3A D3A A3 A A3 A D3 A D3 A A3BA3B A3A1 A3 A 1 A3A1A3A1 A3B 4' - 10"34" MIN. 4" 2' - 0 " 18 " M I N . 18 " M I N . 12"MIN.4" 34" MIN. 7' - 11 3/8"6' - 0"7' - 11 3/8" WOMEN R06H13A MEN R06H13C 09 08 07 08 07 W/H A3 A DD R13R14 RJ 8' - 4" WOMEN R06H13A JANITOR R06H13B MEN R06H13C 8' - 4" PT10 8' - 4" PT10 8' - 4" PT10 2' - 6 " 3 ' - 1 1 / 2 " 4 ' - 0 1 / 2 " 4 ' - 0 1 / 2 " 2 ' - 7 " 2' - 0 " 3 ' - 8 1 / 2 " 4 ' - 0 " 4 ' - 1 " 2 ' - 6 " EQ. EQ. 3' - 9" EQ. EQ.EQ. EQ. 3' - 0" EQ . E Q . PT10 EQ.EQ. 4' - 2 3 / 4 " R13R14 RJ TL10 TL10 CF10 JANITOR R06H13B MEN R06H13C WOMEN R06H13A TL10 TL10 CF10 SHEET NOTES GENERAL NOTES 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 2:49:55 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.173 LEVEL 06 - RESTROOM ENLARGED PLANS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:3/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 06 RESTROOMS01SCALE:3/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 06 RESTROOMS03 SCALE:3/8" = 1'-0" FINISH PLAN - LEVEL 06 RESTROOMS02 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 07 WALL ACCESSIBILTY SIGNAGE. 08 DOOR ACCESSIBILITY SIGNAGE. 09 PROVIDE BACKING PLATE FOR P-LAM SHELVES, BRACKETS AND STANDARDS. C 11/12/2024 MEN R06H13C 17"-18" 12"MIN. 24"MIN. 36" MIN. 33 " - 3 6 " 17 " - 1 9 " 17 " M A X . 34 " M A X . 29 " M I N . 5 " 18" MIN. 40 " M A X . TL10 06 R2.I6.401 ________________ MEN R06H13C 17 " - 1 9 " 33 " - 3 6 " 40 " M A X . 19 " M I N . 7"-9" 42" MIN. 12"MAX. 54" MIN. TL10 WOMEN R06H13A 17 " - 1 9 " 7"-9" 19 " M I N . 33 " - 3 6 " 40 " M A X . 42" MIN.12"MAX. 54" MIN. TL10 WOMEN R06H13A 17"-18" 33 " - 3 6 " 17 " - 1 9 " 24"MIN. 12"MIN. 36" MIN. 34 " M A X . 40 " M A X . 29 " M I N . 18" MIN. TL10 06 R2.I6.401 ________________ MEN R06H13C 40 " M A X . 34 " M A X . TL10 29 " M I N . 9" MIN.6" MAX. KNEE CLR. 11" MIN TOE CLEARANCE 17" MIN. 9" M I N . D MEN R06H13C TL10 9" M I N . WOMEN R06H13A 40 " M A X . 34 " M A X . 29 " M I N . TL10 9" MIN.6" MAX. KNEE CLR. 11" MIN TOE CLEARANCE 17" MIN. 9" M I N . D ? WOMEN R06H13A TL10 9" M I N . 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 3/8" = 1'-0" 10/17/2024 12:10:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.174 LEVEL 06 - RESTROOM ELEVATIONS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK SCALE:3/8" = 1'-0" MEN R06H13C ELEVATION-101 SCALE:3/8" = 1'-0" MEN R06H13C ELEVATION-202SCALE:3/8" = 1'-0" WOMEN R06H13A ELEVATION-206 SCALE:3/8" = 1'-0" WOMEN R06H13A ELEVATION-105 SCALE:3/8" = 1'-0" MEN R06H13C ELEVATION-303 SCALE:3/8" = 1'-0" MEN R06H13C ELEVATION-404 SCALE:3/8" = 1'-0" WOMEN R06H13A ELEVATION-307 SCALE:3/8" = 1'-0" WOMEN R06H13A ELEVATION-408 C 11/12/2024 ? ? ALIGN A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. DR11R12R13R14 RH RJ R11' D2 A A3A B3 A 2 G3 . 4 G3 . 4 A2.3 A2.4 5' - 0"23' - 10"1' - 11" 5' - 0" 8' - 8 " 12 ' - 8 " FITNESS STUDIO R07J13 CORRIDOR R07H12C JANITOR R07H12A MEN R07H12B WOMEN R07H12E LIFT STORAGE R07H12D CORRIDOR R07J11A CLUB HOUSE R07J11B 10 1/2" 6' - 0" D3 A D3A B3A2 18 ' - 1 0 " 4' - 3 " 8 1 / 2 " D3 A D3 A D2 A 1' - 11" 5' - 0" 2' - 6" 3' - 1 0 1 / 2 " R2.I5.17602 R2.I5.1760405 R2.I5.176 03 A1 . 2 A1 . 3 A1 . 3 A1 . 2 B3 A 2 B3A2B3A2 ________________01 R2.I5.177 G1 G1 32 " x 4 8 " CL E A R 32 " x 4 8 " CL E A R 32"x48" CLEAR 32"x48" CLEAR 32"x48" CLEAR 32"x48" CLEAR 32"x48" CLEAR 32"x48" CLEAR 32"x48" CLEAR 32"x48" CLEAR 32"x48" CLEAR 32"x48" CLEAR 32 " x 4 8 " CL E A R 32 " x 4 8 " CL E A R 32 " x 4 8 " CL E A R 32 " x 4 8 " CL E A R 32"x48" CLEAR 32"x48" CLEAR D R11R12R13R14 RH RJ R11' 8' - 2" YOGA STUDIO R07H13 FITNESS STUDIO R07J13 LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07H12C MEN R07H12B JANITOR R07H12A CORRIDOR R07J11A CLUB HOUSE R07J11B PT10 CF10 8' - 2" FITNESS STUDIO R07J13 PT10 PT10 PT10 3' - 6 " 3' - 6 " 3' - 6"3' - 6" 3' - 6 " 6' - 0 1 / 2 " 3' - 6"3' - 6" PT10 8' - 2 1/4" PT10 8' - 2" 8' - 4" EQ. 8' - 7"8' - 7" EQ. EQ . 7 ' - 7 " 7 ' - 7 " E Q . 8' - 0 " 8 ' - 0 " 8 ' - 0 " 4 ' - 6 1 / 2 " EQ. EQ. ________________03 R2.I5.177 EQ. 8' - 0" 8' - 0" 8' - 0" EQ. EQ . EQ . EQ. 8' - 0" 8' - 0" 8' - 0" EQ.2' - 2" 8' - 0" 8' - 0" 3' - 5" 07 R2.I6.301 ________________TYP. 07 R2.I6.301 ________________TYP. SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 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 2:50:25 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.175 LEVEL 07 - ENLARGED PLANS - FITNESS & CLUB HOUSE 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" CONSTRUCTION PLAN - LEVEL 07 FITNESS CENTER & CLUBHOUSE01 SCALE:1/4" = 1'-0" RCP - LEVEL 07 FITNESS CENTER / RESTROOMS & CLUBHOUSE02 A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C 11/12/2024 ? ? A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D 1' - 3"3' - 9" 8' - 2 1 / 2 " 1' - 3" 3' - 9"WB10 17 R2.I6.400 ________________ 16 R2.I6.400 ________________ 12 R2.I6.400 ________________ 15 R2.I6.400 ________________18 R2.I6.400 ________________ 05 25' - 9" 2' - 1 0 " 3" 3" 1' - 6" 1' - 6" EQ 3' - 4" EQ (4) EQ DOOR/DRAWERS 6' - 0" 3' - 0" 3" 8' - 2 1 / 2 " EQ E Q WB10 PT10 PT10 0707 07 R2.I6.500 ________________06 R2.I6.500 ________________03 R2.I6.500 ________________ PL20PL21 EQ EQ 8' - 2 1 / 2 " 2' - 1 0 " 3" T Y P . (12) EQ. DOORS 18' - 4" ADJUSTABLE SHELF, TYP. PL21 PL20 PT10 WB10 0707 15 05 R2.I6.500 ________________OPEN BEYOND 2' - 1 0 " 3" T Y P . PL20 PL21 PT10 15 07 07 OPEN BEYOND 05 R2.I6.500 ________________ R11R12R13R14 RH RJ R11'________________2 R2.I5.177 YOGA STUDIO R07H13 FITNESS STUDIO R07J13 FITNESS STUDIO R07J13 CLUB HOUSE R07J11B CORRIDOR R07J11A CORRIDOR R07H12C WOMEN R07H12E LIFT STORAGE R07H12D MEN R07H12B JANITOR R07H12A CP21WB-10 PL-20 CP21WB-10 PL-20 CP21WB-10 PL-20 CP20WB-10 PT-10CP20WB-10 PT-10 SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 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 2:50:38 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.176 LEVEL 07 - FITNESS & CLUB HOUSE - FINISH PLAN & ELEVATIONS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" INTERIOR ELEVATION - YOGA STUDIO03 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - CLUB HOUSE MILLWORK02 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - CLUB HOUSE MILLWORK05 SCALE:1/4" = 1'-0" INTERIOR ELEVATION - CLUB HOUSE MILLWORK04 SCALE:1/4" = 1'-0" FINISH PLAN - LEVEL 07 FITNESS CENTER & CLUBHOUSE01 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C 05 MIRROR 07 COVE LIGHT 15 WINDOW SHADE TO BE DEFINED 11/12/2024 ? ? A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R12 RH R2.I5.178 06 05 R2.I5.178 02 01 03 04 07 08 7' - 4 1/4"12' - 8" 5' - 0"3' - 0"4' - 6" 10 1/8" 8' - 4 1 / 2 " 1 ' - 5 1 / 2 " 1' - 0 " 9 ' - 0 " 5' - 1 0 3 / 4 " 7' - 4 1/4"13' - 4 7/8" 5' - 0"3' - 0"5' - 2 7/8" 2' - 0 " 2' - 0 " 4' - 9 " 34 " M I N . 12 " M I N . 2' - 0" 1' - 3" A1 . 3 A1 . 2 A1 . 3 A1 . 2 D3A D3A A3 A A3A A3A A3 A D3 A A3 A D3A D3A D3 B D3 B B3 A 2 B3 A 2 D3A A3 A D3 A 34 " M I N . WOMEN R07H12E MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D JANITOR R07H12A 18 " M I N . 12"MIN. R2.I5.17809 09 07 08 07 08 D D ? R12 RH R12 RH EQ. 3' - 10" 3' - 10" EQ.EQ. EQ. EQ . E Q . EQ . E Q . EQ. 4' - 2 1/2" 4' - 2 1/2" EQ. EQ . EQ . EQ. EQ. EQ . EQ . EQ. 5' - 6" 5' - 6" EQ. EQ . E Q . WOMEN R07H12E LIFT STORAGE R07H12D MEN R07H12B JANITOR R07H12A CORRIDOR R07H12C 8' - 0"8' - 0" 8' - 0"8' - 0" 8' - 0" PT10PT10 PT10 PT10PT10 R12 RH JANITOR R07H12A MEN R07H12B WOMEN R07H12E LIFT STORAGE R07H12D CORRIDOR R07H12C TL10CF10 CF10 TL10 TL10 FRP-1 TL-10 PT-10 TL-10 PT-10 TL10 TL10 SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 10/17/2024 11:44:11 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.177 LEVEL 07 - RESTROOM ENLARGED PLANS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECKSCALE:3/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 07 RESTROOMS01SCALE:3/8" = 1'-0" REFLECTED CEILING PLAN - LEVEL 07 RESTROOMS03 SCALE:3/8" = 1'-0" FINISH PLAN - LEVEL 07 RESTROOMS2 07 WALL ACCESSIBILTY SIGNAGE. 08 DOOR ACCESSIBILITY SIGNAGE. 09 PROVIDE BACKING PLATE FOR P-LAM SHELVES, BRACKETS AND STANDARDS. C 11/12/2024 MEN R07H12B 17 " - 1 9 " 33 " - 3 6 " 12"MIN.24"MIN. 36" MIN. 17"-18" 34 " M A X . 29 " M I N . 17 " M A X . 9" M I N . 18" MIN. 40 " M A X . TL10 06 R2.I6.401 ________________ MEN R07H12B 17 " - 1 9 " 7"-9" 19 " M I N . 33 " - 3 6 " 40 " M A X . 12"MAX. 42" MIN. 54" MIN. TL10 MEN R07H12B 40 " M A X . 34 " M A X . 9" M I N . 6" MAX.8" MIN. 29 " M I N . TL10 MEN R07H12B 9" M I N . TL10 WOMEN R07H12E 17 " - 1 9 " 33 " - 3 6 " 17"-18" 24" MIN.12"MIN. 36" MIN. 9" M I N . 34 " M A X . 29 " M I N . 18" MIN. 40 " M A X . TL10 06 R2.I6.401 ________________ WOMEN R07H12E 17 " - 1 9 " 7"-9" 19 " M I N . 33 " - 3 6 " 40 " M A X . 42" MIN. 12"MAX. 54" MIN. TL10 WOMEN R07H12E 40 " M A X . 34 " M A X . 9" M I N . 6" MAX.8" MIN. 29 " M I N . TL10 WOMEN R07H12E 9" M I N . TL10 CORRIDOR R07H12C PT10 TL10 4' - 0 " SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 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 2:51:03 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.178 LEVEL 07 - RESTROOM ELEVATIONS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK SCALE:3/8" = 1'-0" MEN R07H12B ELEVATION-101 SCALE:3/8" = 1'-0" MEN R07H12B ELEVATION-202 SCALE:3/8" = 1'-0" MEN R07H12B ELEVATION-303 SCALE:3/8" = 1'-0" MEN R07H12B ELEVATION-404 SCALE:3/8" = 1'-0" WOMEN R07H12E ELEVATION-105 SCALE:3/8" = 1'-0" WOMEN R07H12E ELEVATION-206 SCALE:3/8" = 1'-0" WOMEN R07H12E ELEVATION-307 SCALE:3/8" = 1'-0" WOMEN R07H12E ELEVATION-408 SCALE:3/8" = 1'-0" CORRIDOR R07H12C ELEVATION-109 C 11/12/2024 ? ? R10 RF RG 02 WH R2.I5.2111 2 3 4 R2.I5.2115 6 7 8 R2.I5.2119 10 11 ALL GENDER RR R15F09A VESTIBLE R15F09B ALL GENDER RR R15F09C JANITOR R15F09D A1 . 2 A1 . 2 A2 . 1 A3B D3A D3 A D3 A A3B D3 A A6A D3 A D3 A 6' - 8 3 / 4 " 8' - 0 " 8' - 1 1 3 / 8 " 8' - 0 " 1' - 2" 7' - 2 3/8" A3A1 5' - 0 " 3' - 0 " 5' - 0 " 3' - 0 " 2' - 0" 2' - 0" 07 08 08 07 . .02 .02 6" 09 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R10 RF RG R10 RF RG PT10 ALL GENDER RR R15F09A VESTIBLE R15F09B ALL GENDER RR R15F09C JANITOR R15F09D 9'-0" PT10 9'-0" PT10 9'-0" PT10 9'-0" EQ . 3 ' - 0 " E Q . EQ . 3 ' - 0 " E Q . EQ . 3 ' - 0 " E Q . EQ . E Q . EQ. EQ. EQ. EQ. EQ. EQ. 3' - 0"EQ.EQ. R10 RF RG ALL GENDER RR R15F09A VESTIBLE R15F09B ALL GENDER RR R15F09C JANITOR R15F09D TL10 TL10 TL10 CS10FRP-1 TL10 TL10 TL10 SHEET NOTES GENERAL NOTES 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 2:51:12 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.210 LEVEL 15 - RESTROOM ENLARGED PLANS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:3/8" = 1'-0" CONSTRUCTION PLAN - LEVEL 15 RESTROOMS01 02 ALL GLAZING TO RECEIVE OPAQUE PRIVACY FILM 07 WALL ACCESSIBILTY SIGNAGE. 08 DOOR ACCESSIBILITY SIGNAGE. 09 PROVIDE BACKING PLATE FOR P-LAM SHELVES, BRACKETS AND STANDARDS. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK SCALE:3/8" = 1'-0" CEILING PLAN - LEVEL 15 RESTROOMS02SCALE:3/8" = 1'-0" FINISH PLAN - LEVEL 15 RESTROOMS03 C 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D ALL GENDER RR R15F09A 24" MIN. 12" MIN. 33 " - 3 6 " 17 " - 1 9 " 17"-18" 36" MIN. 34 " M A X . 40 " M A X . 18" MIN. TL10 29 " M I N . 06 R2.I6.401 ________________ ALL GENDER RR R15F09A 33 " - 3 6 " 40 " M A X . 7"-9" 19 " M I N . 17 " - 1 9 " 42" MIN.12" MAX. 54" MIN. TL10 ALL GENDER RR R15F09A 34 " M A X . 9" M I N . 6" MAX.8" MIN. 29 " M I N . TL10 A1.2 ALL GENDER RR R15F09A TL10 ALL GENDER RR R15F09C TL10 40 " M A X . 34 " M A X . 18" MIN.17"-18" 17 " - 1 9 " 33 " - 3 6 " 12" MIN. 24" MIN. 36" MIN. 29 " M I N . 06 R2.I6.401 ________________ ALL GENDER RR R15F09C TL10 17 " - 1 9 " 7"-9" 19 " M I N . 33 " - 3 6 " 40 " M A X . 42" MIN. 12" MAX. 54" MIN. ALL GENDER RR R15F09C TL10 A1.2 6" MAX.8" MIN. 9" M I N . 34 " M A X . 29 " M I N . ALL GENDER RR R15F09C TL10 VESTIBLE R15F09B 36 " M A X . 27 " M I N . TL10 VESTIBLE R15F09B TL10 A1.2 VESTIBLE R15F09B TL10 A1.2 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 2:51:28 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.211 LEVEL 15 - RESTROOM ELEVATIONS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK SCALE:3/8" = 1'-0" ALL GENDER RR R15F09A ELEVATION-11 SCALE:3/8" = 1'-0" ALL GENDER RR R15F09A ELEVATION-22 SCALE:3/8" = 1'-0" ALL GENDER RR R15F09A ELEVATION-33 SCALE:3/8" = 1'-0" ALL GENDER RR R15F09A ELEVATION-44 SCALE:3/8" = 1'-0" ALL GENDER RR R15F09C ELEVATION-15 SCALE:3/8" = 1'-0" ALL GENDER RR R15F09C ELEVATION-26 SCALE:3/8" = 1'-0" ALL GENDER RR R15F09C ELEVATION-37 SCALE:3/8" = 1'-0" ALL GENDER RR R15F09C ELEVATION-48 SCALE:3/8" = 1'-0" VESTIBULE R15F09B ELEVATION-19 SCALE:3/8" = 1'-0" VESTIBULE R15F09B ELEVATION-210 SCALE:3/8" = 1'-0" VESTIBULE R15F09B ELEVATION-311 C 11/12/2024 U2 . 1 U2 . 1 U2.1 U2.2 U2.2 U2.2 U2.1 U2.2 D3 U A3U A3 U A3 U D3 U A3U A3 UA3 U D3A A3 U A3 U ________________1 R2.I5.302 ________________1 R2.I5.301 ________________1 R2.I5.303 7' - 1 " 1 ' - 1 1 1 / 2 " 5 ' - 0 " 2 ' - 0 " 6 ' - 1 0 1 / 2 " 6' - 6" 5' - 10 1/2"4' - 4" 6' - 4" 1' - 8 " 7 ' - 3 " 8 ' - 4 1 / 2 " 12 ' - 3 " 4' - 0 " ALIGN 2' - 1 " ________________10 R2.I6.400________________10 R2.I6.400 A3U A3 U D3U A3 A - A3U A3U LIVING ROOM BEDROOM B BEDROOM A WALK-IN CLOSET B BATHROOM B STORAGE WALK-IN CLOSET A BATHROOM A LAUNDRY KITCHEN 6' - 10 3/8" 2' - 7 1/8" D D D D D D A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D CF10 9'-10" PT10 8' - 0" PT10 8' - 0" PT10 8' - 0" CF10 9'-10" PT10 8' - 0" 9'-10" CF10 PT10 8' - 0" PT10 8' - 0" 01 01 01 2' - 0"2' - 0" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 1' - 0"1' - 0" 1' - 0"1' - 0" EQ. EQ. EQ . EQ . 1' - 0 " PT10 8' - 0" PT10 8' - 0" EQ. EQ. EQ.EQ. EQ . EQ . 2' - 0 " 2' - 0 " EQ . EQ . 2' - 5 " 1' - 0 " EQ. EQ. EQ.EQ.EQ. EQ . 3 ' - 7 " E Q . 3' - 0 " 1' - 7 " 2' - 3 " 3' - 11" 3' - 11" 1' - 3" EQ. 3' - 4" EQ. 2' - 0" 2' - 0 " 2' - 0 " EQ. EQ . EQ . EQ . EQ . EQ . E Q . EQ. PT10 8' - 0" 1' - 1 0 " 2' - 2" PT10 8' - 6" EQ. EQ. EQ. EQ. EQ. EQ. 3' - 4 " 3' - 7 1/2" 5' - 9 1/2" 3' - 3 1/2" 4' - 3 " 5 ' - 6 " P P P P 09 R2.I6.301 ________________ 09 R2.I6.301 ________________ 09 R2.I6.301 ________________ LIVING ROOM BEDROOM B BEDROOM A WALK-IN CLOSET B BATHROOM B WALK-IN CLOSET A BATHROOM A LAUNDRY KITCHEN (9'-4" @ LEVEL 15) (9'-4" @ LEVEL 15) (9'-4" @ LEVEL 15) PT10 8' - 0" (11'-10" @ LEVEL 15)(11'-10" @ LEVEL 15) (11'-10" @ LEVEL 15) (9'-4" @ LEVEL 15) (9'-4" @ LEVEL 15) STORAGE 4' - 6"4' - 0" EQ . EQ . EQ . E Q . EQ. EQ. EQ. EQ. 4' - 2 " EQ. EQ.EQ. 2' - 7 1 / 2 " 3' - 9" ________________2 R2.I5.301 ________________2 R2.I5.302 ________________2 R2.I5.303 WF-10WB-10 PT-10CP-12WB-10 PT-10 CP-12WB-10 PT-10 CP-12WB-10 PT-10 CP-12WB-10 PT-10 WF-10WB-10 PT-10 TL10TL-10 PT-10 TL10TL-10 PT-10 WF-10WB-10 PT-10 WF-10WB-10 PT-10 6 R2.I0.034 ________________ 6 R2.I0.034 ________________ 9 R2.I0.034 ________________ LIVING ROOM BEDROOM B BEDROOM A WALK-IN CLOSET B BATHROOM B STORAGE WALK-IN CLOSET A BATHROOM A LAUNDRY KITCHEN SMOKE DETECTORP SCALE:1/4" = 1'-0" 2BR_1 - CONSTRUCTION PLAN1 SHEET NOTES GENERAL NOTES LEGEND Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:51:39 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.300 2BR_1 - ENLARGED PLANS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" 2BR_1 - REFLECTED CEILING PLAN3 SCALE:1/4" = 1'-0" 2BR_1 - FINISH PLAN2 01 EXPOSED CONCRETE CEILING C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS (BATHROOM 'A') PER OPTION 2 (CBC 1134A.2). 11/12/2024 A3U A3 U U2 . 1 R2.I5.301 3 4 6 5 6' - 1 0 " 11' - 1" 3' - 8" 1' - 9 " A3U D3A- 02 BATHROOM A TL10TL-10 PT-10 03 R2.I0.034 ________________ 08 R2.I6.401 ________________ 12 R2.I6.401 ________________BATHROOM A TL-10 PT-10 PT10 TL10 2'-0" MIN. 3'-4" MIN. 6' - 0 " M I N . 2' - 8 " M A X . 6 " 2' - 1 0 " M A X . 3' - 4 " M A X . 1' - 8" 2' - 0" 08 10 01 R2.I6.500 ________________ TL-10 PT-10 6" M I N . 6"MIN.6"MIN.5'-10" (48" MIN.) 3' - 2 " M A X . 6' - 0 " M I N . 10 11 TL10 PT10 2' - 1 0 " TL10 PT10 TL-10 PT-10 6' - 0 " M I N . 6" 2' - 8 " M A X . 3' - 4 " 2'-0" MIN. TL10 10 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:51:53 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.301 2BR_1 - ENLARGED PLANS - BATHROOM 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" 2BR_1 - CONSTRUCTION PLAN - BATH-A1 SCALE:1/2" = 1'-0" 2BR_1 - FINISH PLAN - BATH-A2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 2B_1 - BATH-A3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 2B_1 - BATH-A4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 2B_1 - BATH-A5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 2B_1 - BATH-A6 02 CABINETS BENEATH TO BE REMOVED WHEN ACCESSIBILITY IS REQUIRED. 08 INCLUDE REINFORCING PROVISIONS FOR FOLDAWAY SIDE GRAB BAR 10 AREA OF REINFORCING FOR GRAB BAR. 11 SHOWER ROD AND CURTAIN. C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK CC NOTE: NUMBER OF COMPLYING BATHROOMS (BATHROOM 'A') PER OPTION 2 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D U2 . 1 A3 A - A3 U A3U A3U R2.I5.302 3 4 5 6 2' - 7"10' - 2 1/2" 6' - 1 0 " 5' - 0 " 1 ' - 7 " 1' - 7" 1' - 7 " A3U- A3U- A3U D3 U A3U 3' - 11" 1' - 9 " 5' - 1"1' - 6" 02 BATHROOM B TL10TL-10 PT-10 03 R2.I0.034 ________________ 12 R2.I6.401 ________________ BATHROOM B TL-10 PT-10PT10 TL10 6' - 0 " M I N . 2' - 1 0 " EQ. EQ. 1' - 6" 2' - 8 " M A X . 6 " 2'-0" MIN.3'-4" MIN. 08 10 01 R2.I6.500 ________________ TL-10 PT-10 PT10 TL10 6' - 0 " M I N . 6"MIN.6"MIN.48" MIN. 6" M I N . 3' - 2 " M A X . 10 11 TL10 PT10 TL10 2' - 1 0 " TL-10 PT-10 6' - 0 " M I N . PT10 TL10 2' - 1 0 " 1' - 8 " 1' - 1 0 " 2' - 8 " M A X . 6" 3' - 4 " 2'-0" MIN. 10 04 R2.I6.500 ________________ SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:52:00 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.302 2BR_1 - ENLARGED PLANS - BATHROOM 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" 2BR_1 - CONSTRUCTION PLAN - BATH-B1 SCALE:1/2" = 1'-0" 2BR_1 - FINISH PLAN - BATH-B2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 2B_1 - BATH-B3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 2B_1 - BATH-B4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 2B_1 - BATH-B5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 2B_1 - BATH-B6 02 CABINETS BENEATH TO BE REMOVED WHEN ACCESSIBILITY IS REQUIRED. 08 INCLUDE REINFORCING PROVISIONS FOR FOLDAWAY SIDE GRAB BAR 10 AREA OF REINFORCING FOR GRAB BAR. 11 SHOWER ROD AND CURTAIN. C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R2.I5.303 3 4 5 R2.I5.303 6 R 1' - 9" 10' - 6 1/2" 3' - 6 " 4' - 8 " 1' - 2 " 1' - 4 1 / 2 " 2' - 6 " 1' - 4 1 / 2 " 2' - 1 1 / 2 " 2' - 1 1/2" A3 A A3 U 2' - 2 1/2" 2' - 2" 2' - 6" 8' - 8 1 / 2 " KITCHEN 1' - 3 1/2" 2' - 5 1/2" WF-10WB-10 PT-10 KITCHEN 2' - 5 1/2" 2' - 6" 2' - 2" 2' - 2 1/2" 5' - 8 " 8' - 0 " 2' - 1 1 " 1' - 7 " 1' - 4 1 / 2 " 2' - 1 1 / 2 " 13 R2.I6.500 ________________ 2' - 1 0 " REF. MICROWAVE EQ-4 EQ-6 16 R2.I6.500 ________________20 R2.I6.500 ________________ COOKTOP & OVEN VENT 2' - 1 0 " 2 ' - 0 " 1 ' - 5 " 2' - 6" 1' - 4" 12 R2.I6.500 ________________ PT10 04 R2.I6.500 ________________ EQ-5 EQ-7 1' - 5" 12 12 17 R2.I6.500 ________________ DW EQ-1 2' - 1 0 " 2' - 0"3' - 0" 1' - 6" 10 R2.I6.500 ________________ 1' - 5 " 2' - 0 " 05 R2.I6.500 ________________14 R2.I6.500 ________________ 2' - 1 0 " 2' - 0 " 1 ' - 5 " KNEE SPACE SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:52:10 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.303 2BR_1 - ENLARGED PLANS - KITCHEN 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/2" = 1'-0" 2BR_1 - CONSTRUCTION PLAN - KITCHEN1 SCALE:1/2" = 1'-0" 2BR_1 - FINISH PLAN - KITCHEN2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 2B_1 - KITCHEN3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 2B_1 - KITCHEN4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 2B_1 - KITCHEN5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 2B_1 - KITCHEN6 SCALE: 2BR_1 KITCHEN PERPECTIVE7 C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 12 FLOATING WOOD SHELF. C 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D 78' - 9" 10' - 3" 18' - 9" 26' - 1" 11' - 7" 12' - 1" ________________1 R2.I5.311 ________________1 R2.I5.312 ________________1 R2.I5.313 U2.2 U2.1 U4.2 U2.1 U2 . 1 U3 . 2 U2 . 1 D3 U A3U A3 U A3U A6 U - A3U A3 - 6' - 3" 3' - 0" 2' - 5 " 3' - 6" 4' - 4"9" BEDROOM-A WALK-IN CLOSETHALLWAY BATHROOM -A FOYER CLOSET W/D LIVING ROOM KITCHEN BATHROOM -B HALLWAY BEDROOM-B ________________10 R2.I6.400 ________________10 R2.I6.400 U3.2U3.2 D DD D D DD 1' - 8" PT10 8' - 0" PT10 8' - 0" PT10 8' - 0" CF10 9' - 6" CF10 9' - 6" PT10 8' - 0" PT10 8' - 0" PT10 8' - 0" PT10 8' - 0" PT10 8' - 0" CF10 9' - 6" PT10 8' - 0" EQ E Q 01 01 01 3' - 0 " 5 ' - 0 " 12 ' - 6 1 / 2 " 2 ' - 0 " 5' - 3 " 3 ' - 0 " 1' - 0 " 2' - 6 " 2 ' - 6 " 1' - 0 " 2' - 0" EQ EQ 2' - 6"5' - 9" 2' - 6"5' - 9" 4' - 4 1 / 2 " 4' - 4 1 / 2 " 4' - 4 1 / 2 " 2' - 2 " 3' - 4 1 / 2 " 3 ' - 4 1 / 2 " EQ. EQ. 3' - 11" 2' - 0" 2' - 0"3' - 9 " 2' - 0" 2' - 0" 1' - 0 " 4' - 5 " 3' - 9 1 / 2 " 2' - 2 " 2' - 2 " EQ . EQ . 1' - 3 1/2"1' - 3 1/2" 2' - 2 " 2' - 0"2' - 6"5' - 3" EQ. EQ. 1' - 0 " EQ . EQ . 1' - 0 " 5' - 3 " 3' - 9 1 / 2 " 5 ' - 1 1 " EQ. EQ.EQ.EQ. 2' - 2 1 / 2 " 2' - 2 1 / 2 " 5' - 3" P P P P P P 3' - 0" 2' - 7" EQ. EQ. EQ . E Q . EQ . 09 R2.I6.301 ________________ 09 R2.I6.301 ________________ 09 R2.I6.301 ________________ BEDROOM-A WALK-IN CLOSET HALLWAY BATHROOM -A FOYER CLOSETW/D LIVING ROOM KITCHEN BATHROOM -B HALLWAY BEDROOM-B 3' - 0"EQ.EQ. (11'-10" @ LEVEL 15) (9'-4" @ LEVEL 15) PT10 8' - 0" PT10 8' - 0" (9'-4" @ LEVEL 15) (11'-10" @ LEVEL 15) (11'-10" @ LEVEL 15) PT10 8' - 0" ________________2 R2.I5.311 ________________2 R2.I5.312 ________________2 R2.I5.313 TL10TL-10 PT-10 TL10TL-10 PT-10 WF-10WB-10 PT-10 WF-10WB-10 PT-10 WF-10WB-10 PT-10 WB-10 PT-10 WF-10 CP-12WB-10 PT-10 CP-12WB-10 PT-10 CP-12 WB-10 PT-10 CP-12WB-10 PT-10 9 R2.I0.034 ________________ 6 R2.I0.034 ________________ 6 R2.I0.034 ________________ BEDROOM-A WALK-IN CLOSET HALLWAY BATHROOM -A FOYER CLOSET W/D LIVING ROOM KITCHEN BATHROOM -B HALLWAY BEDROOM-B SMOKE DETECTORP SHEET NOTES GENERAL NOTES LEGEND Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:52:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.310 2BR_2 - ENLARGED PLANS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" 2BR_2 - CONSTRUCTION PLAN1SCALE:1/4" = 1'-0" 2BR_2 - REFLECTED CEILING PLAN2SCALE:1/4" = 1'-0" 2BR_2 - FINISH PLAN3 01 EXPOSED CONCRETE CEILING C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS (BATHROOM 'B') PER OPTION 2 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R2.I5.311 3 4 6 5 1' - 6 " 8' - 9 " 6' - 3" A3U- A3 U A3U D3A- D3 U U2.1 2' - 1 0 " 3' - 0" 1' - 9 " BATHROOM -A TL10TL-10 PT-10 03 R2.I0.034 ________________ 08 R2.I6.401 ________________12 R2.I6.401 ________________ BATHROOM -A PT10 TL10 2' - 1 0 " EQ. . EQ 01 R2.I6.500 ________________ TL-10 PT-10 6' - 0 " M I N . 11 TL10 TL-10 PT-10PT10 TL10 6' - 0 " M I N . TL-10 PT-10 6' - 0 " M I N . PT10 TL10 2' - 1 0 " SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:52:29 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.311 2BR_2 - ENLARGED PLANS - BATHROOM 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" 2BR_2 - CONSTRUCTION PLAN - BATH-A1 SCALE:1/2" = 1'-0" 2BR_2 - FINISH PLAN - BATH-A2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 2BR_2 - BATH-A3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 2BR_2 - BATH-A4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 2BR_2 - BATH-A5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 2BR_2 - BATH-A6 11 SHOWER ROD AND CURTAIN. C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C 11/12/2024 R2.I5.312 3 4 5 6 U2.1 A3 U A3U D3 U A3U- 10 ' - 5 " 7' - 6"11" 7' - 6 " 2' - 1 1 " D3 U 1' - 9" 3' - 0 " 02 BATHROOM -B TL10TL-10 PT-10 9 R2.I0.034 ________________ 08 R2.I6.401 ________________12 R2.I6.401 ________________ BATHROOM -B TL-10 PT-10 6" MIN.6" MIN.6' - 6" (48" MIN.) 6" M I N . 3' - 2 " M A X . 6' - 0 " M I N . 11 10 TL10 TL-10 PT-10 PT10 TL10 6' - 0 " M I N . 2'-0" MIN. EQ.EQ. 2' - 1 0 " 3'-4" MIN. 2' - 8 " M A X . 6 " 08 10 01 R2.I6.500 ________________ PT10 TL10 2' - 1 0 " TL-10 PT-10 PT10 TL10 2' - 8 " M I N . 6 " 3' - 4 " 2'-0" MIN. 6' - 0 " M I N . 10 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:52:37 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.312 2BR_2 - ENLARGED PLANS - BATHROOM 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" 2BR_2 - CONSTRUCTION PLAN - BATH-B1 SCALE:1/2" = 1'-0" 2BR_2 - FINISH PLAN - BATH-B2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 2BR_2 - BATH-B4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 2BR_2 - BATH-B3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 2BR_2 - BATH-B5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 2BR_2 - BATH-B6 02 CABINETS BENEATH TO BE REMOVED WHEN ACCESSIBILITY IS REQUIRED. 08 INCLUDE REINFORCING PROVISIONS FOR FOLDAWAY SIDE GRAB BAR 10 AREA OF REINFORCING FOR GRAB BAR. 11 SHOWER ROD AND CURTAIN. C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS (BATHROOM 'B') PER OPTION 2 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R2.I5.313 3 4 5 R2.I5.313 6 6' - 6 1/2" A3 U A3U- D3 U D3U D3 U ALIGN EQ-5 EQ-4 EQ-1 3' - 6 " 1' - 2 1/2" 1' - 4 1/2" 1' - 1 1 1 / 2 " 4' - 0 " 2' - 8 1/2" 2' - 1 " 2' - 1 " D3 U KITCHEN 5' - 9" WF-10WB-10 PT-10 KITCHEN 2' - 1 0 " 2 ' - 1 " 1 ' - 5 " PT10 3' - 0"6"6" 06 R2.I6.500 ________________ 1217 R2.I6.500 ________________ MICROWAVE DW REF EQ-1 EQ-4 EQ-6 2' - 1 0 " 2 ' - 1 " 1 ' - 5 " 2' - 3"2' - 1 1/2"2' - 2 1/2" 2' - 0 " 6' - 0 " 8' - 0 " 2' - 0 " 1' - 3 " PT10 04 R2.I6.500 ________________02 R2.I6.500 ________________ 13 R2.I6.500 ________________ 1' - 8 " 9 R2.I6.500 ________________ COOKTOP & OVEN VENT EQ-5 EQ-7 1' - 5 " 2' - 1 " 2' - 1 0 " 1' - 0" 2' - 6" 1' - 0" 14 R2.I6.500 ________________ 2' - 1 0 " KNEE SPACE SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:52:45 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.313 2BR_2 - ENLARGED PLANS - KITCHEN 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" 2BR_2 - CONSTRUCTION PLAN - KITCHEN1 SCALE:1/2" = 1'-0" 2BR_2 - FINISH PLAN - KITCHEN2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 2BR_2 KITCHEN3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 2BR_2 KITCHEN4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 2BR_2 KITCHEN5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 2BR_2 KITCHEN6 SCALE: 2BR_2 KITCHEN PERPECTIVE7 C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 12 FLOATING WOOD SHELF. C 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R14 RH RJ R13R14 RH RJ ________________1 R2.I5.321 ________________1 R2.I5.322 U2 . 2 U2.1 U2.1 A3U A3 U D3 U A3 U D3 U 2B3A2 2B 6 A 2 A6 U - 8' - 0 " 2 ' - 1 1 1 / 2 " 7 ' - 1 1 1 / 2 " 2' - 1 1 " U4.2 6' - 7" ________________10 R2.I6.400 KITCHENBATHROOM WALK-IN CLOSET W/D BEDROOM LIVING ROOM 6" R2.I5.176 03 D D D 9'-10"9'-10" CF10 CF10 PT10 8' - 0" EQ E Q EQ EQ PT10 8' - 0" PT10 8' - 0" 0101 2' - 2"2' - 2"3' - 3" EQ.EQ.1' - 0" 2' - 0 " 14 ' - 7 1 / 2 " EQ . E Q . 2' - 2 " 2' - 0 " 1' - 0 " 2' - 2"2' - 2" 2' - 0 " 2' - 2 " EQ. EQ. 2' - 0 " 2' - 0 " EQ . EQ . EQ . E Q . P P 4' - 3 " 4 ' - 3 " 2 ' - 6 1 / 2 " 2' - 10" 5' - 0" 5' - 0"EQ. EQ.EQ.EQ. P 09 R2.I6.301 ________________ 09 R2.I6.301 ________________ KITCHEN BATHROOM WALK-IN CLOSET W/D BEDROOM LIVING ROOM 3' - 0 " EQ . EQ . PT10 8' - 0" PT10 8' - 0" (11'-10" @ LEVEL 15) (9'-4" @ LEVEL 15) PT10 8' - 0" (9'-4" @ LEVEL 15) (11'-10" @ LEVEL 15) PT10 8' - 0" (9'-4" @ LEVEL 15) 3' - 3" ________________2 R2.I5.321 ________________2 R2.I5.322 TL10TL-10 PT-10 CP-12WB-10 PT-10 CP-12WB-10 PT-10 WF-10WB-10 PT-10 WF-10WB-10 PT-10 9 R2.I0.034 ________________ 6 R2.I0.034 ________________ KITCHEN BATHROOM WALK-IN CLOSET W/D BEDROOM LIVING ROOM SMOKE DETECTORP SHEET NOTES GENERAL NOTES LEGEND Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:52:52 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.320 1BR_1 - ENLARGED PLANS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" 1BR_1 - CONSTRUCTION PLAN1SCALE:1/4" = 1'-0" 1BR_1 - REFLECTED CEILING PLAN3 SCALE:1/4" = 1'-0" 1BR_1 - FINISH PLAN2 01 EXPOSED CONCRETE CEILING C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS PER OPTION 1 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R2.I5.321 3 4 5 6 10' - 6 1/2" 3' - 9" 2' - 1 1 1 / 2 " 6' - 9 1 / 2 " 1 ' - 2 " 2' - 1 1 1 / 2 " 6' - 9 1 / 2 " 3' - 0"5' - 7 1/2" D3A- A3U- A3 U A3 U A3U A3 U 2B3A2 U2.1 1' - 9 " D3A- D3 A - 02 BATHROOM TL10TL-10 PT-10 9 R2.I0.034 ________________ 08 R2.I6.401 ________________ 12 R2.I6.401 ________________ BATHROOM TL-10 PT-10 PT10 TL10 2' - 0"1' - 9" 6' - 0 " M I N . 2'-0" MIN. 2' - 1 0 " 3'-4" MIN. 6" 2' - 8 " M A X . 08 10 01 R2.I6.500 ________________ TL-10 PT-10 3' - 2 ' M A X . 6"MIN. 5' - 9 1/2" (48" MIN.) 6"MIN. PT10 TL10 2' - 1 0 " 6' - 0 " M I N . 6" M I N . 10 11 TL10 TL-10 PT-10PT10 TL10 6' - 0 " M I N . 2' - 8 " M A X . 6 " 2'-0" MIN. 2' - 1 0 " 3' - 4 " 10 04 R2.I6.500 ________________ PT10 TL10 2' - 1 0 " 2' - 1 0 " SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:01 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.321 1BR_1 - ENLARGED PLANS - BATHROOM 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" 1BR_1 - CONSTRUCTION PLAN - BATH1 SCALE:1/2" = 1'-0" 1BR_1 - FINISH PLAN - BATH2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 1BR_1 - BATH3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 1BR_1 - BATH4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 1BR_1 - BATH5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 1BR_1 - BATH6 02 CABINETS BENEATH TO BE REMOVED WHEN ACCESSIBILITY IS REQUIRED. 08 INCLUDE REINFORCING PROVISIONS FOR FOLDAWAY SIDE GRAB BAR 10 AREA OF REINFORCING FOR GRAB BAR. 11 SHOWER ROD AND CURTAIN. C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS PER OPTION 1 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R2.I5.322 3 4 5 R2.I5.322 6 R 1' - 9" A3 U 7' - 4"2' - 1" 3' - 6 " 2' - 0 1 / 2 " 2' - 5 1 / 2 " 2' - 6 " 7' - 1 0 " 14 ' - 1 0 " 7' - 6 1/2" 11 1 / 2 " AL I G N D3 U 1' - 2 1/2" 7' - 8 " COOKTOP & OVENEQ-5 EQ-1 2' - 9"2' - 8 1/2" EQ-4 KITCHEN WF-10WB-10 PT-10 KITCHEN COOKTOP & OVEN VENT MICROWAVE EQ-7 DW EQ-1EQ-5 2' - 1 0 " 2 ' - 1 " 1 ' - 5 " 2' - 0 " 1' - 3 " 1' - 1 1 " 2' - 6"1' - 10"2' - 0"2' - 5 1/2" 12 R2.I6.500 ________________PT10 02 R2.I6.500 ________________07 R2.I6.500 ________________04 R2.I6.500 ________________ 2' - 1 0 " 8' - 0 " EQ-6 9 R2.I6.500 ________________12 17 R2.I6.500 ________________ REF. 5' - 8 " 2' - 4 " 2' - 8 1/2" 2' - 9" 2' - 9 " PT10 PT10WB10 EQ-4 16 R2.I6.500 ________________13 R2.I6.500 ________________ 2' - 1 0 " 2' - 1 " 1 ' - 5 " 3' - 9"1' - 11 1/2" 10 R2.I6.500 ________________05 R2.I6.500 ________________ 1' - 5 " 2' - 1 " 2' - 1 0 " KNEE SPACE SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:09 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.322 1BR_1 - ENLARGED PLANS - KITCHEN 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/2" = 1'-0" 1BR_1 - CONSTRUCTION PLAN - KITCHEN1 SCALE:1/2" = 1'-0" 1BR_1 - FINISH PLAN - KITCHEN2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 1BR_1 - KITCHEN3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 1BR_1 - KITCHEN4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 1BR_1 - KITCHEN5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 1BR_1 - KITCHEN6 SCALE: 1BR_1 KITCHEN PERPECTIVE7 C 06.17.2024 REVISION TO PERMIT 12 FLOATING WOOD SHELF. C 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R11 RF RG R11' ________________1 R2.I5.331 ________________1 R2.I5.332 U2.1 U2.1 U2 . 2 A3 U A3U A3 U 2B 6 A 2 D3 U D3 U 2B 6 A 2 1' - 2 " 7 ' - 2 1 / 2 " 3 ' - 4 " 8 ' - 8 1 / 2 " 3' - 10 1/2" 4 1 / 2 " ________________10 R2.I6.400 BEDROOM WALK-IN CLOSET LIVING ROOM KITCHEN BATHROOM W/DU4.2 D D D ________________2 R2.I5.331 ________________2 R2.I5.332 WF-10WB-10 PT-10 WF-10WB-10 PT-10 CP-12WB-10 PT-10 CP-12WB-10 PT-10 TL10TL-10 PT-10 6 R2.I0.034 ________________ BEDROOM WALK-IN CLOSET LIVING ROOM KITCHEN BATHROOM W/D 9'-10" CF10 PT10 8' - 0" PT10 8' - 0" 9'-10" CF10 PT10 8' - 0" PT10 8' - 0" EQ EQ EQ EQ PT10 8' - 0" 01 01 2' - 0 " 1 1 ' - 6 " 2 ' - 0 " EQ . E Q . EQ . EQ . 2' - 0"2' - 0"2' - 0" 2' - 0 " 13 ' - 6 " 1' - 0 " 2' - 0 " 2' - 0 " 2' - 0"2' - 0"2' - 0"2' - 0" 2' - 0 " 2' - 0 " 2' - 0" 2' - 0 " 2' - 0"2' - 0" 2' - 0 " EQ . E Q . 3' - 0 " 3 ' - 0 " 5 ' - 2 " 3 ' - 7 " 2' - 0" 2' - 0" 5' - 8" EQ. EQ.EQ. EQ. 2' - 9 1/2"2' - 9 1/2" 5' - 1 " 1 0 " EQ. EQ. P P P 09 R2.I6.301 ________________ 09 R2.I6.301 ________________ BEDROOM WALK-IN CLOSET LIVING ROOM KITCHEN BATHROOM W/D EQ . 3 ' - 0 " E Q . SMOKE DETECTORP SHEET NOTES GENERAL NOTES LEGEND Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:17 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.330 1BR_2 - ENLARGED PLANS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" 1BR_2 - CONSTRUCTION PLAN1 SCALE:1/4" = 1'-0" 1BR_2 - FINISH PLAN2 SCALE:1/4" = 1'-0" 1BR_2 - REFLECTED CEILING PLAN3 01 EXPOSED CONCRETE CEILING C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS PER OPTION 1 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D A3U A3U A3 U A3 U A3U- D3 U D3U A3 U A3U 2B3A2 2B 6 A 2 ALIGN U2.1 8' - 6 1 / 2 " 3' - 0 " 3' - 4 " 7' - 1 1 1 / 2 " 11' - 9 1/2" 2' - 6" 10" 6' - 1"2' - 3" 6" R2.I5.331 5 3 46 1' - 9 " 4' - 3" D3 A - 02 BATHROOM U4.2 TL10TL-10 PT-10 9 R2.I0.034 ________________ 08 R2.I6.401 ________________ 12 R2.I6.401 ________________ BATHROOM TL-10 PT-10 6' - 0 " M I N . 2'-0" MIN. EQ. EQ. 2' - 1 0 " 3'-4" MIN. 2' - 8 " M A X . 6 " PT10 TL10 08 10 01 R2.I6.500 ________________ TL-10 PT-10 6"MIN. 5' - 9 1/2" (48" MIN.) 6"MIN. 6" M I N . 3' - 2 " M A X . 6' - 0 " M I N . PT10 TL10 11 TL10 TL-10 PT-10PT10 TL10 6" 2' - 8 " M A X . 6' - 0 " M I N . 3' - 4 " 10 2' - 1 0 " 04 R2.I6.500 ________________ PT10 TL10 SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:25 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.331 1BR_2 - ENLARGED PLANS - BATHROOM 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" 1BR_2 - CONSTRUCTION PLAN - BATH1 SCALE:1/2" = 1'-0" 1BR_2 - FINISH PLAN - BATH2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 1BR_2 - BATH3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 1BR_2 - BATH4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 1BR_2 - BATH5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 1BR_2 - BATH6 02 CABINETS BENEATH TO BE REMOVED WHEN ACCESSIBILITY IS REQUIRED. 08 INCLUDE REINFORCING PROVISIONS FOR FOLDAWAY SIDE GRAB BAR 10 AREA OF REINFORCING FOR GRAB BAR. 11 SHOWER ROD AND CURTAIN. C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS PER OPTION 1 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R2.I5.3323 4 5 R2.I5.332 6 2B3A2 2B3A2 A3 U 2B 6 A 2 D3 U A2 . 6 4' - 9 1/2" 17 ' - 7 " 2' - 1"7' - 3" 3' - 6 " R 1' - 9" 11 1 / 2 " 3' - 0" 7' - 8 " 7' - 1 0 " 2' - 6 " 5' - 2 1 / 2 " 2' - 0 1 / 2 " AL I G N 1' - 2 1/2" EQ-1 EQ-5 2' - 8 1/2" KITCHEN WF-10WB-10 PT-10 9 R2.I0.034 ________________ KITCHEN COOKTOP & OVEN VENT MICROWAVE DW 12 R2.I6.500 ________________ 04 R2.I6.500 ________________07 R2.I6.500 ________________02 R2.I6.500 ________________ EQ-5 EQ-1 2' - 1 0 " 2' - 1 " 1' - 5 " 2' - 0 " 1 ' - 3 " 1 ' - 1 1 " 2' - 9 " 5 ' - 3 " 8' - 0 " 2' - 8 1/2"2' - 6"2' - 5 1/2"1' - 10"2' - 0" PT10 EQ-6 EQ-7 16 R2.I6.500 ________________9 R2.I6.500 ________________12 17 R2.I6.500 ________________ PT10 PT10WB10 REF. 5' - 8 " 2' - 4 " 8' - 0 " 2' - 8 1/2" EQ-4 10 R2.I6.500 ________________05 R2.I6.500 ________________ 1' - 5 " 2' - 1 " 2' - 1 0 " 3' - 9" 1' - 11 1/2" 2' - 0 " 1 ' - 5 " 2' - 1 0 " KNEE SPACE SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:33 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.332 1BR_2 - ENLARGED PLANS - KITCHEN 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/2" = 1'-0" 1BR_2 - CONSTRUCTION PLAN - KITCHEN1 SCALE:1/2" = 1'-0" 1BR_2 - FINISH PLAN - KITCHEN2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - 1BR_2 - KITCHEN3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - 1BR_2 - KITCHEN4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - 1BR_2 - KITCHEN5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - 1BR_2 - KITCHEN6 SCALE: 1BR_2 KITCHEN PERPECTIVE7 C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 12 FLOATING WOOD SHELF. C 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R10 RF RG ________________1 R2.I5.341 ________________1 R2.I5.342 LIVING ROOM / KITCHEN BEDROOM CLOSET BATHROOM HALLWAY 13 ' - 4 " 8' - 1 " 12 ' - 1 0 " 4' - 10 1/2"8' - 6" A3U A3U 2B 6 A 22B 6 A 2 U2.1 2' - 9" U3.2 U3.2 D D D 9' - 10" 01 P P 09 R2.I6.301 ________________ LIVING ROOM / KITCHEN BEDROOM CLOSET BATHROOM HALLWAY 8' - 8 1/2" 9" 1' - 6"1' - 4" 3' - 3 " 9" 9' - 3 " 9" 2' - 2 1 / 2 " 8' - 0 " EQ . E Q . 10 " 1' - 6 " 1' - 6 " EQ. EQ. 3' - 6"EQ. EQ. 4' - 0 1 / 2 " 3' - 3 " PT10 8' - 0" PT10 8' - 0" CF10 PT10 8' - 0" 1' - 6" 6' - 4 1/2" (11'-10" @ LEVEL 15) (9'-4" @ LEVEL 15) ________________2 R2.I5.341 ________________2 R2.I5.342 TL10 WF-10 TL-10 PT-10 WB-10 PT-10 9 R2.I0.034 ________________ LIVING ROOM / KITCHEN BEDROOM CLOSET BATHROOM HALLWAY SMOKE DETECTORP SHEET NOTES GENERAL NOTES LEGEND Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:40 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.340 ST_1 - ENLARGED PLANS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/4" = 1'-0" ST_1 - CONSTRUCTION PLAN1SCALE:1/4" = 1'-0" 1ST_1 - REFLECTED CEILING PLAN3 SCALE:1/4" = 1'-0" 1ST_1 - FINISH PLAN2 01 EXPOSED CONCRETE CEILING C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS PER OPTION 1 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D ALIGN R2.I5.341 3 4 6 5 02 BATHROOM U2.1 5' - 0 1/2" 3' - 0 1/2" 9' - 3 " 1' - 2 1 / 2 " 3' - 1 1 1 / 2 " 1' - 8 1 / 2 " 3' - 6 1 / 2 " 3' - 0"4' - 8 1/2" D3U A3U- A3 U A6 U - D3 U 2B 6 A 2 2B3A2 2' - 8 " TL10TL-10 PT-10 9 R2.I0.034 ________________ 12 R2.I6.401 ________________ BATHROOM PT10 TL10 6" 3' - 4" MIN. 08 10 2' - 8 " M A X . 2' - 1 0 " EQ. EQ. 01 R2.I6.500 ________________ TL-10 PT-10 PT10 TL10 6" 10 2' - 8 " M A X . 6' - 0 " M I N . TL-10 PT-10 6" PT10 TL10 10 2' - 8 " M A X . TL-10 PT-10 PT10 TL10 48" MIN. 10 11 6"MIN.6"MIN. 3' - 2 " M A X . 6" M I N . 6' - 0 " M I N . TL10 SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:47 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.341 ST_1 - ENLARGED PLANS - BATHROOM 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" STUDIO ST_1 - CONSTRUCTION PLAN - BATH1 SCALE:1/2" = 1'-0" STUDIO ST_1 - FINISH PLAN - BATH2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 1 - ST-1 - BATH3 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 2 - ST-1 - BATH4 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 3 - ST-1 - BATH5 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 4 - ST-1 - BATH6 02 CABINETS BENEATH TO BE REMOVED WHEN ACCESSIBILITY IS REQUIRED. 08 INCLUDE REINFORCING PROVISIONS FOR FOLDAWAY SIDE GRAB BAR 10 AREA OF REINFORCING FOR GRAB BAR. 11 SHOWER ROD AND CURTAIN. C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK C NOTE: NUMBER OF COMPLYING BATHROOMS PER OPTION 1 (CBC 1134A.2). 11/12/2024 A. REFER TO R2.I0.050 FOR ALL PARTITION TYPE DETAILS B. REFER TO R2.I0.060 FOR ALL FINISHES, EQUIPMENT AND TOILET ACCESSORIES. C. DIMENSIONS OF WALL PARTITIONS ARE TO WALL FINISH UNLESS NOTED OTHERWISE D. DIMENSIONS ARE MEASURED FROM CENTER LINE OF EQUIPMENT/LIGHT SWITCHES/LIGHT FIXTURES, TYPICAL UNLESS NOTED OTHERWISE E. GYPSUM BOARD CEILING PAINT FINISH SHALL BE LEVEL 4 WHERE OCCURS UNLESS NOTED OTHERWISE F. LOCATE LIGHTS IN CENTER OF PATHWAY OR CENTER OF CEILING TILE UNLESS NOTED OTHERWISE G. REFER TO THE DOOR SCHEDULE IN THE CORE AND SHELL DOCUMENT FOR ALL UNTAGGED DOORS, EXCEPT THOSE LOCATED INSIDE THE UNIT, WHICH SHOULD BE REFERENCED IN THE ENLARGED UNIT PLAN WITHIN THIS INTERIOR TI DOCUMENT. D R2.I5.342 LIVING ROOM / KITCHEN 3 D3 U 2' - 9" 2' - 1" 6" 13 ' - 4 " EQ-5 EQ-1 EQ-4 4' - 4 " 2' - 6 " 2' - 4 1 / 2 " 2' - 1 1 / 2 " 2' - 0 " 1' - 0" WF-10WB-10 PT-10 4' - 4 " 2' - 6 " 2' - 4 1 / 2 " 2' - 1 1 / 2 " 2' - 0 " LIVING ROOM / KITCHEN 2' - 1" 1' - 0" 6" 13 ' - 4 " 2' - 9" COOKTOP & OVEN VENT MICROWAVE DW REF. PT10 12 R2.I6.500 ________________ 06 R2.I6.500 ________________02 R2.I6.500 ________________ 1' - 5 " 2' - 1 " 2' - 1 0 " 1' - 1 1 " 1' - 3 " 6' - 1 " 2' - 2 1/2" 2' - 1 1/2" 2' - 0" 2' - 6"4 1/2"2' - 0"1"2' - 0 1/2" 2' - 0" EQ-5 EQ-1 EQ-7 EQ-6 1' - 5" 2' - 11" 16 R2.I6.500 ________________ 2' - 1 1 " 8' - 0 " 07 R2.I6.500 ________________ 9 R2.I6.500 ________________12 17 R2.I6.500 ________________ SHEET NOTES GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:53 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I5.342 ST_1 - ENLARGED PLANS - KITCHEN 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CASCALE:1/2" = 1'-0" STUDIO ST_1 - CONSTRUCTION PLAN - KITCHEN1 SCALE:1/2" = 1'-0" STUDIO ST_1 - FINISH PLAN - KITCHEN2 SCALE:1/2" = 1'-0" INTERIOR ELEVATION 5 - ST-1 - KITCHEN3 C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK 12 FLOATING WOOD SHELF. C 11/12/2024 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 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) 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 C 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 TURNS BRACE 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 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:53:57 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I6.300 SUSPENDED CEILING DETAILS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 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 VARIES 09 22 16.C01 WIRE TIE 09 51 13.B00 SUSPENSION SYSTEM SCHEDULED OR EXISTING PARTITION VARIES 8" MAX 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 J-BEAD 09 29 00.J10 XX REFER TO CONSTRUCTION PLAN WIRE TIE 09 22 16.C01 SUSPENSION SYSTEM 09 51 13.B00 SAG-RESIS GYP BD 09 29 00.B05 WIRE TIE 09 22 16.C01 SUSPENSION SYSTEM 09 51 13.B00 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 REFER TO RCP LINEAR LIGHT FIXTURE REFER TO ELEC'L. DWGS. 5/8" TYPE X GYP BD CEILING ON 3 5/8" METAL STUDS AT 16" O.C. 2" 9" 5/8" TYPE X GYP BD CEILING ON 3 5/8" METAL STUDS AT 16" O.C. EXPOSED PAINTED CONCRETE FLOOR SLAB 4" 1' - 0" MAX. REFER TO RCP AS INDICATED ON INT. ELEV. 12 GA. METAL STUD AT 12" O.C. (OPTION TO PROVIDE HSS INSERTED THROUGH THE WALL) 3/4" THK. SOLID WOOD LEDGE WHERE OCCURS LIGHT FIXTURE REFER TO ELECT'L. DWGS. FACE OF RATED WALL REFER TO RCP GYP. BD. ON 2 1/2" METAL STUDS AT 16" O.C. CONT. SEALANT EXPOSED CONCRETE C.T. IN THINSET ON W.R. GYP. BD. ON 2 1/2" METAL STUD AT 16" O.C. FURRED OUT WALL 9" VARIES WHERE IT OCCURS TYP. 1' - 0" DOWN LIGHT FIXTURES 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 CEILING FINISH WHERE OCCURS PER RCP 9" REFER TO RCP CONT. GYP. BD. CASING EDGE FINISH FLOOR 1 1/2" AS INDICATED ON INTERIOR ELEVATIONS 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 VARIES 8" 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" SCHEDULED PARTITION REFER TO RCP 2 1/2" METAL STUDS AT 16" O.C. LINEAR LIGHT FIXTURE REFER TO ELEC'L. DWGS. 6" 4" 5/8" TYPE X GYP BD CEILING ON 3 5/8" METAL STUDS AT 16" O.C. SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA As indicated 9/23/2024 2:54:02 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I6.301 CEILING DETAILS 07.3897.000 3rd & Broadway Interior 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 Bd04 SCALE:3" = 1'-0" CEILING SOFFIT / FASCIA 105 SCALE:3" = 1'-0" CEILING TRANSITION 306 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT D 09.27.2024 REISSUE FOR PLAN CHECK SCALE:3" = 1'-0" TYP. CEILING COVE LIGHT07 SCALE:1 1/2" = 1'-0" FLOATING SHELF AT SOFFIT W/ LIGHT COVE09 SCALE:1 1/2" = 1'-0" TYP. WALL W/ ALCOVE ABOVE LOBBY11 SCALE:3" = 1'-0" CEILING SOFFIT / ACT08 C C SCALE:3" = 1'-0" CEILING COVE LIGHT10 C C 11/12/2024 3 4 5 4 1' - 4 " TL10 R2.I6.310 MT21 08 EQ EQ 2' - 9 " 1' - 4 " 5' - 5 " 6' - 8 1/2" MT21 07 MT21 0707 09 11 MT21 MT21MT21 8' - 3 " 9' - 7 " MT21 MT21 09 07 07 EQ EQ EQ MT21 05 07 07 05 08 MT21 09 31 " - 3 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 2:54:06 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I6.310 ELEVATOR DETAILS / INTERIOR CAB ENCLOSURE 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1/2" = 1'-0" ELEVATOR CAB - FINISH PLAN01 SCALE:1/2" = 1'-0" ELEVATOR CAB - RCP02 SCALE:1/2" = 1'-0" ELEVATOR CAB - ELEVATION A03 SCALE:1/2" = 1'-0" ELEVATOR CAB - ELEVATION B04 SCALE:1/2" = 1'-0" ELEVATOR CAB - ELEVATION C05 05 MIRROR 07 COVE LIGHT 08 HANDRAIL 09 RECESSED WALL METAL WALL BASE 11 CONTROL PANEL A. ELEVATOR IS A DEFERRED SUBMITTAL. REFER TO PERMIT #B-101107992, B-101107990, B-101107993. B. REFER TO SHEET R2.G0.012 FOR ADDITIONAL ELEVATOR NOTES AND DETAILS. 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT 11/12/2024 EPOXY RESINUOUS FLOORING WITH KEY WAY AND INTEGRAL COVED BASE PER MANUFACTURER RECOMMENDATIONS SCHEDULED WALL 07 92 00.A00 JOINT SEALANT WATERPROOF MEMBRANE WATERPROOF MEMBRANE O/ (E) CONC. & MTL. DECK 0' - 6" 1' - 0" FIBERGLASS REINFORCED PANEL FULL HEIGHT TO CEILING DOOR FRAME DOOR AS SCHEDULED AL I G N 1/ 4 " . 1/ 4 " 25 / 3 2 " 09 30 00.A00 CERAMIC TILE 09 30 00.G01 THINSET MORTAR 07 92 00.A00 JOINT SEALANT SOLID SURFACE THRESHOLD, SS3, EPOXY SET 2 1 3/ 8 " CONCRETE FLOOR 09 64 00.A00 WOOD FLOORING 09 30 00.I02 WATERPROOF MEMBRANE CONTINOUS THROUGHOUT 06 54 13.A01 FLOOR SOUND MAT 06 54 13.A01 FLOOR SOUND MAT 09 29 00.A01 GYP BD 5/8" SCHEDULED WALL TYPE 1/2" ACCOUSTICAL BACKING REFER TO FINISH SCHEDULE FOR SPECIFIED FABRIC SCHEDULED CEILING TYPE 0' - 0 1/8" 1/2" FWP TRIM END CAP SCHEDULED WALL TYPE PVC TRIM CATCH 1/2" ACCOUSTICAL BACKING REFER TO FINISH SCHEDULE FOR SPECIFIED FABRIC 1/2" 09 29 00.A01 GYP BD 5/8" 1/4" 6 3/4" 1/2" 3 5/8" METAL STUD FRAMING @ 16" O.C. 09 30 33 STONE TILING 09 30 00.G01 THINSET MORTAR 09 29 00.C04 GLASS-MAT, W-R BACKING BD SEALANT TO MATCH COLOR OF STONE 1/4" STAINLESS STEEL HEAD AND JAMB FWP TRIM END CAP 1/2" MDF BACKING REFER TO FINISH SCHEDULE FOR SPECIFIED FABRIC FLUSH FLAT HEAD #10 TAMPER PROOF FASTNERS, MIN. (3) ROWS EQUALLY SPACED 2 3/4" 1/2" 09 29 00.A01 GYP BD 5/8" SCHEDULED WALL TYPE FWP TRIM END CAP 3/4" MDF BASE PAINTED TO MATCH FWP FABRIC REFER TO FINISH SCHEDULE FOR SPECIFIED FABRIC REFER TO FINISH PLAN FOR FLOORING 4" 1/2" ACCOUSTICAL BACKING 09 30 33 STONE TILING 09 30 00.G01 THINSET MORTAR 09 29 00.C04 GLASS-MAT, W-R BACKING BD SEALANT TO MATCH COLOR OF STONE 1/4" STAINLESS STEEL HEAD AND JAMB SCHEDULED WALL COVERING SCHEDULED WALL TYPE 1/8" TYPICAL THROUGHOUT AT WAINSCOT 4 3/4" 3 5/8" METAL STUD FRAMING @ 16" O.C. 09 30 33 STONE TILING 09 30 00.G01 THINSET MORTAR 09 29 00.C04 GLASS-MAT, W-R BACKING BD SEALANT TO MATCH COLOR OF STONE 1/4" STAINLESS STEEL HEAD AND JAMB 1/4" FLUSH FLAT HEAD #10 TAMPER PROOF FASTNERS, MIN. (3) ROWS EQUALLY SPACED 2 1/2" 5/8" GYPSUM BOARD PAINTED TO MATCH STONE 3/4" FIRE TREATED PLYWOOD BACKING FOR ART WORK 1-HR RATED WALL - REFER TO SHELL AND CORE BASE BUILDING ARCH'L. FLOOR PLANS CONT. FIRESAFING SEALED GASKET EXTERIOR REINF. CORNER BEAD EXTERIOR WINDOW - REFER TO SHEEL AND CORE BASE BUILDING 09 29 00.G00 CONTINUOUS ACOUS SEALANT 1/2" TEMPERED GLAZING SCHEDULED STOREFRONT ANCHORAGE PER MANUF. 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD J MOLDINGJ MOLDING SCHEDULED FLOOR FINISH CONTINUOS SEALANT SET IN CONT. BED OF SEALANT 1/2" TEMPERED GLAZING SCHEDULED STOREFRONT ANCHORAGE PER MANUF. TERRAZO FLOOR FINISH SCHEDULED STOREFRONT 1/2" TEMPERED GLAZING 1/ 4 " SCHEDULED STOREFRONT 1/2" TEMPERED GLAZING 09 29 00.G00 CONTINUOUS ACOUS SEALANT 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD J MOLDINGJ MOLDING 2" SCHEDULED STOREFRONT 1/2" TEMPERED GLAZING 2" 1/2" TEMPERED GLAZING 09 29 00.G00 CONTINUOUS ACOUS SEALANT 09 29 00.G00 CONTINUOUS ACOUS SEALANT SCHEDULED STOREFRONT 09 22 16.A00 METAL STUD 09 29 00.B00 TYPE X GYP BD J MOLDING J MOLDING 1/2" TEMPERED GLAZING SCHEDULED STOREFRONT 2" 5" © Gensler Date Description Project Name Project 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 2:54:12 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I6.400 INTERIOR MISC. DETAILS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:3" = 1'-0" FLOOR BASE EPOXY01 SCALE:6" = 1'-0" FLOOR-WOOD/RESTROOM TILE BASE02 SCALE:6" = 1'-0" FWD HEAD04 SCALE:6" = 1'-0" FWD JOINT05 SCALE:6" = 1'-0" FWD TO STAINLESS STEEL JAMB06 SCALE:6" = 1'-0" WOOD BASE07 SCALE:6" = 1'-0" STONE WAINSCOT TRANSITION08 SCALE:6" = 1'-0" STAINLESS STEEL ART JAMB EDGE09 SCALE:6" = 1'-0" PARTITION TO MULLION DETAIL10 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT SCALE:3" = 1'-0" INTERIOR STOREFRONT - HEAD DETAIL11 SCALE:3" = 1'-0" INTERIOR STOREFRONT - SILL DETAIL12 SCALE:3" = 1'-0" INTERIOR DOOR BOTTOM RAIL17 SCALE:3" = 1'-0" INTERIOR DOOR HEADER DETAIL16 SCALE:3" = 1'-0" INTERIOR DOOR JAMB - VERTICAL DETAIL15 SCALE:3" = 1'-0" INTERIOR STOREFRONT DOOR JAMB18 SCALE:3" = 1'-0" INTERIOR STOREFRONT - JAMB14 C C C C 11/12/2024 09 30 00.A00 CERAMIC TILE 09 29 00.C04 GLASS-MAT, W-R BACKING BD SCHEDULED PARTITION09 30 00.G01 THINSET MORTAR CONTINOUS EPS PREFORMED SHOWER BASE SLOPED TO DRAIN EXTEND UP WALL AND EXTEND TO DRAIN CLAMP RING, BASIS OF DESIGN KBRS READY TO TILE SHOWER BASE 07 92 00.A00 JOINT SEALANT 1/ 8 " 09 30 00.A00 CERAMIC TILE 09 30 00.H00 GROUT ON THINSET OVER SLOPE 1/8":1'-0" 07 92 00.A00 JOINT SEALANT SCHEDULED DRAIN, REFER TO PLUMBING DWGS 6" 09 30 00.I02 WATERPROOF MEMBRANE CONTINOUS FROM WALL TO FLOOR UNDER SHOWER BASE (2) LAYERS OF 1/4" WONDERBOARD OVER 6" METAL BACKING ASSEMBLY: 1. NORTH WALL COVERED BY 5/8" FIRE RATED DRYWALL BY BASE BUILDING CONTRACTOR. 2. 6" BACKING IS INSTALLED AT THE TOP OF THE SHOWER PAN AT THE EAST AND WEST PERIMETER PER LADBS INSPECTION. 3. WATERPROOFING IS LAYERED UP THE SIDES OF BASE BUILDING 5/8" FIRE RATED DRYWALL COMPLETE TO CEILING PER LADBS INSPECTION. 4. 1 QUANTITY LAYER OF 1/4" WONDERBOARD INSTALLED OVER FIRST LAYER OF WATERPOOFING. 5. WATERPROOFING INSTALLED OVER THE 1/4" WONDERBOARD AND ALL WALLS. 6. 48 HOUR WATER TEST PERFORMED AS PER CONTRACT SPECIFICATIONS. 09 30 00.A00 CERAMIC TILE 09 29 00.C04 GLASS-MAT, W-R BACKING BD 09 29 00.C02 WATER-RESIS GYP BD 5/8" SCHEDULED PARTITION 09 30 00.I02 WATERPROOF MEMBRANE 09 30 00.G01 THINSET MORTAR CONTINOUS FLOOR TO WALL TO CEILING GYPSUM BOARD CEILING ASSEMBLY WITH FRAMING AT 16" OC MAX 07 92 00.A00 JOINT SEALANT 1/ 8 " 1/ 4 " 09 30 00.H00 GROUT 09 30 00.A00 CERAMIC TILE 09 29 00.C04 GLASS-MAT, W-R BACKING BD SCHEDULED PARTITION 09 30 00.G01 THINSET MORTAR 1/ 8 " 09 30 00.A00 CERAMIC TILE 09 30 00.H00 GROUT ON THINSET OVER 07 92 00.A00 JOINT SEALANT 09 30 00.I02 WATERPROOF MEMBRANE SCHLUTER DILEX AHK BRUSHED GRAPHITE COVE 07 92 00.A00 JOINT SEALANT R 3/8" WATERPROOFING 06 54 13.A01 FLOOR SOUND MAT AS INDICATED ON INTERIOR ELEVATIONS SOLID SURFACE COUNTERTOP 1 1/2" 3/4" 2 EQ. DRAWERS 4"3" 3/4" VESSEL LAVATORY SOLID WOOD DRAWER MIRROR SOLID SURFACE BACK SPLASH SOLID SURFACE COUNTERTOP 2 EQ. DRAWERS 4"3" 3/4" UNDERCOUNTER SINK SOLID WOOD DRAWER MIRROR SOLID SURFACE BACK SPLASH 3/4" 1 1/2" 09 30 00.G01 THINSET MORTAR SCHEDULED WALL TILE 09 29 00.C04 GLASS-MAT, W-R BACKING BD SCHEDULED PARTITION 20GA MIN. METAL STUD FRAMING SCHEDULED DROP-IN BATHTUB INSIDE CORNER COVE 09 29 00.C04 GLASS-MAT, W-R BACKING BD 09 30 00.G01 THINSET MORTAR SCHEDULED WALL TILE 09 30 00.H00 GROUT BEAD OF SILICONE SEALANT ALONG THE SEAMS, TYP. WATERPROOFING, TYP. WATERPROOFING, TYP. SCHEDULED DROP-IN BATHTUB GROUT, TYP. SCHEDULED TILE THINSET MORTAR, TYP. W.R. BACKING BOARD, TYP. 20GA MIN. METAL STUD FRAMING SCHEDULED COVE BASE JOINT SEALANT, TYP. SCHEDULED FLOOR TILE OVER THINSET WATERPROOFING, TYP. WATERPROOFING, TYP. SOUND MAT, TYP. RE F E R T O I N T . E L E V S . 2"X2" STEEL TUBE WELDED TO 3 5/8" X 16 GA. METAL STUDS P-LAM PANEL 29 " M I N 9" MIN. 1 1 / 2 " REFER TO INTERIOR ELEVATIONS FOR BACK SPLASH SOLID SURFACE ON PLYWOOD SUBSTRATE FINISH FLOOR REMOVEABLE P-LAM PANEL © Gensler Date Description Project Name Project 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 2:54:16 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I6.401 RESTROOM DETAILS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:6" = 1'-0" RESTROOM FLOOR/SHOWER DRAIN DETAIL03 SCALE:6" = 1'-0" TILE TO RESTROOM CEILING02 SCALE:6" = 1'-0" RESTROOM COVE DETAIL04 SCALE:1 1/2" = 1'-0" COUNTERTOP W/ VESSEL LAV01SCALE:1 1/2" = 1'-0" COUNTERTOP W/ 2 DRAWERS05 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT SCALE:6" = 1'-0" BATHTUB DETAIL-108SCALE:6" = 1'-0" BATHTUB DETAIL-212 SCALE:1 1/2" = 1'-0" ACCESSIBLE LAVATORY06 C C C 11/12/2024 RE F E R T O I N T . E L E V S . 2"X2" STEEL TUBE WELDED TO 3 5/8" X 16 GA. METAL STUDS HARDWOOD REMOVABLE PANEL FOR ADA REQUIREMENT 27 " M I N . 9" MIN. CABINET BEYOND INSULATED PIPES 1 1 / 2 " 3/ 4 " . 4" REFER TO INTERIOR ELEVATIONS FOR BACK SPLASH 3" SOLID SURFACE ON PLYWOOD SUBSTRATE FINISH FLOOR 1' - 8 5/8" SCHED BACKSPLASH TWO ADJUSTABLE SHELVES W/ WHITE MELAMINE FINISH ON 3.2MM ROW HOLES & METAL PEGS SOLID WOOD REVEAL DOOR(S) W/ SOFT CLOSE HINGES P LAM UNDERSIDE SCRIBE TO WALL AND CAULK JOINT SOLID WOOD DOOR 1/2". AS INDICATED ON INT. ELEV. SOLID WOOD EDGE 2' - 1 0 " M A X . 0' - 3 1/2" 2"X2" STEEL TUBE WELDED TO 3 5/8" X 16 GA. METAL STUDS SOLID SURFACE COUNTERTOP ON PLYWOOD SUBSTRATE 29" MIN. 9" MIN. MAX 6" CABINET DIVIDER BEYOND SOLID SURFACE BACK SPLASH FINISH FLOOR BLOCKING 8" MIN. 5" M A X . RE F E R T O I N T . E L E V . 1 1 / 2 " SOLID SURFACE COUNTERTOP ON PLYWOOD SUBSTRATE CONTINOUS FROM FLOOR TO WALL BEHIND TILE SOLID SURFACE BACKSPLASH AS INDICATED ON ELEVATION SOLID WOOD DOOR P-LAM ADJUSTABLE SHELF ON PINS INTERIOR OF CABINET FACED WITH CL-1 WOOD SHIM P-LAM BASE SCRIBE TO FLOOR NICKEL PLATED SHELF SUPPORT PEGS IN NICKEL SOCKET AT 4" O.C. OPTIONAL BACKING 3/ 4 " . 3 1/8" 4" SOLID SURFACE COUNTERTOP AND SIDE PANEL ON PLYWOOD SUBSTRATE CEILING AS SCHEDULED RANGE SPACE TBD P-LAM BASE SCRIBE TO FLOOR SCHEDULED VENT HOOD FACE OF FINISH WALL (ELECTRIC RANGE SPACE) AS INDICATED ON INTERIOR ELEVATIONS 2'-10" MAX. 2' - 2 " M I N . SOLID WOOD DOOR FINISHED FLOOR P-LAM BASE SCRIBE TO FLOOR DRAWER GLIDES, TYPICAL P-LAM TOP AND EDGE P-LAM DRAWER P-LAM BACKSPLASH AS INDICATED ON ELEVATION (FULL-HEIGHT BACKSPLASH WHERE INDICATED 0N ELEVATION) 5" 5" 3/ 4 " . 3/ 4 " . 2 E Q . S P A C E S 1 1/2" 3/4" 3/4" 2' - 1 0 " M A X . INSULATED PIPING AS REQUIRED BY CODE SCHEDULED BASE P-LAM BACKSPLASH AS INDICATED ON ELEVATION P-LAM FINISH COUNTERTOP ON PLYWOOD P-LAM FINISH DOOR 19" MAX 19" MAXIMUM TO OPERABLE PARTS 3"4" 6" MAX. 9" M I N . 29 " M I N . 8" MIN. 5" M A X . INSULATED PIPING AS REQUIRED BY CODE SCHEDULED BASE SOLID SURFACE COUNTERTOP ON PLYWOOD SUBSTRATE MELAMINE FINISH 1 1 / 2 " AS INDICATED ON INTERIOR ELEVATIONS 3/4" AS INDICATED ON PLANS 1 1/2" 3" 4" 9" HARDWOOD REMOVABLE PANEL FOR ADA REQUIREMENT SOLID WOOD PANEL 17" MIN. 4" P-LAM BACKSPLASH AS INDICATED ON ELEVATION P-LAM FINISH SOLID WOOD SHELF INTERIOR OF CABINET FACED WITH MELAMINE FINISH WOOD SHIM P-LAM BASE SCRIBE TO FLOOR OPTIONAL BACKING P-LAM FINISH COUNTERTOP ON PLYWOOD MICROWAVE RE F E R T O I N T . E L E V . 1 1 / 2 " 3/ 4 " . SOLID SURFACE COUTERTOP ON PLYWOOD SUBSTRATE SOLID SURFACE BACK SPLASH AS INDICATED ON ELEVATION SOLID SURFACE DRAWER DOOR MELAMINE FINISH ON DIVIDER AND ADJUSTABLE SHELF DRAWER W/ SELF CLOSING FULL EXTENSION GLIDES BOTH SIDES 1 1 / 2 " 3/ 4 " . RE F E R T O I N T . E L E V . 5" REFER TO PLAN BASE AS INDICATED IN ELEVATIONS SOLID WOOD DOOR 4" 3 1/8" SCHEDULED BASE SOLID SURFACE COUNTERTOP ON PLYWOOD SUBSTRATE MELAMINE FINISH 1 1/2" 3/4" AS INDICATED ON INTERIOR ELEVATIONS REFER TO PLAN FIRE TREATED PLYWOOD AND WOOD FRAME (TYP.) 4" 3 1/8" HJARDWOOD REMOVABLE PANEL FOR ADA REQUIREMENT P-LAM ADJUSTABLE SHELF ON PINS SOLID WOOD PANEL 17" MIN. SOLID WOOD DOOR P-LAM ADJUSTABLE SHELF ON PINS INTERIOR OF CABINET FACED WITH CL-1 WOOD SHIM P-LAM BASE SCRIBE TO FLOOR NICKEL PLATED SHELF SUPPORT PEGS IN NICKEL SOCKET AT 4" O.C. OPTIONAL BACKING RE F E R T O I N T . E L E V . RE F E R T O I N T . E L E V . SOLID WOOD DOOR P-LAM ADJUSTABLE SHELF ON PINS NICKEL PLATED SHELF SUPPORT PEGS IN NICKEL SOCKET AT 4" O.C. OPTIONAL BACKING INTERIOR OF CABINET FACED WITH CL-1 UNDERSIDE OF CEILING 1/ 2 " 3/ 4 " 4" 3" SOLID WOOD DOOR P-LAM ADJUSTABLE SHELF ON PINS INTERIOR OF CABINET FACED WITH CL-1 WOOD SHIM P-LAM BASE SCRIBE TO FLOOR NICKEL PLATED SHELF SUPPORT PEGS IN NICKEL SOCKET AT 4" O.C. OPTIONAL BACKING RE F E R T O I N T . E L E V . RE F E R T O I N T . E L E V . UNDERSIDE OF CEILING RE F E R T O I N T . E L E V . 4" 3" SOLID WOOD DOOR P-LAM ADJUSTABLE SHELF ON PINS NICKEL PLATED SHELF SUPPORT PEGS IN NICKEL SOCKET AT 4" O.C. OPTIONAL BACKING INTERIOR OF CABINET FACED WITH CL-1 MICROWAVE RE F E R T O I N T . E L E V . RE F E R T O I N T . E L E V . 1/ 2 " 3/ 4 " P-LAM FINISH SOLID WOOD SHELF 3/ 4 " POWER OUTLET, REFER TO ELECTRICAL DRAWINGS MICROWAVE 1/ 2 " UNDERSIDE OF CEILING SOLID WOOD DOOR OPTIONAL BACKING INTERIOR OF CABINET FACED WITH CL-1 P-LAM FINISH SOLID WOOD SHELF POWER OUTLET, REFER TO ELECTRICAL DRAWINGS RE F E R T O I N T . E L E V . RE F E R T O I N T . E L E V . P LAM UNDERSIDE SCRIBE TO WALL AND CAULK JOINT SOLID SURFACE COUNTERTOP ON PLYWOOD SUBSTRATE MELAMINE FINISHAS INDICATED ON INTERIOR ELEVATIONS AS INDICATED ON PLANS 1 1/2" SOLID WOOD PANEL 1 1 / 2 " UNDERCOUNTER SCHEDULED EQUIPMENT POWER OUTLET, REFER TO ELECTRICAL DRAWINGS 17" MIN. SOLID WOOD SHELF, TYP. UNDERSIDE OF CEILING PARTITION PER PLAN PER PLAN HEAVY DUTY FLOATING SHELF BRACKET, TYP. 2" 2" © Gensler Date Description Project Name Project 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 2:54:21 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt R2.I6.500 MILLWORK DETAILS 07.3897.000 3rd & Broadway Interior 301 N. Broadway, Santa Ana, CA SCALE:1 1/2" = 1'-0" LAVATORY AT REMOVABLE PANEL01SCALE:1 1/2" = 1'-0" OVERHEAD CABINET13 SCALE:1 1/2" = 1'-0" OPEN BASE COUNTERTOP02 SCALE:1 1/2" = 1'-0" COUNTERTOP W/ BASE CABINET04SCALE:1 1/2" = 1'-0" COOKTOP RANGE HOOD12 SCALE:1 1/2" = 1'-0" BASE CABINET WITH MULTI-DRAWERS07 SCALE:1 1/2" = 1'-0" COUNTERTOP W/ SINK AT KIT.06SCALE:1 1/2" = 1'-0" COUNTERTOP W/ SINK AT BAR10 SCALE:1 1/2" = 1'-0" UNDERCOUNTER MICROWAVE SHELF08 SCALE:1 1/2" = 1'-0" COUNTERTOP W/ SINGLE DRAWER03 SCALE:1 1/2" = 1'-0" COUNTERTOP AT ISLAND05 06.13.2022 ISSUE FOR PLAN CHECK A 08.10.2022 REISSUE FOR PLAN CHECK C 06.17.2024 REVISION TO PERMIT SCALE:1 1/2" = 1'-0" FULL HEIGHT CABINET16SCALE:1 1/2" = 1'-0" FULL HEIGHT CABINET WITH MICROWAVE20 SCALE:1 1/2" = 1'-0" OVERHEAD CABINET WITH MICROWAVE9 SCALE:1 1/2" = 1'-0" COUNTERTOP W/ OPEN BASE AT BAR14 SCALE:1 1/2" = 1'-0" FLOATING SHELVES17 C C C C C C C 11/12/2024 ABBREVIATIONSELECTRICAL 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 RELAY 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,EMER EMERGENCY 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) C - CRITICAL POWER (Hospital) Q - EQUIPMENT POWER (Hospital) S - LIFE SAFETY POWER (Hospital) 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 S a 2S 3S 4S KS D D PS PLS TSS S 5A 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) R2-E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit 3 1/16/2025 Revision to 20176434 (issued on 12/1/2023) Rev #20183587 APPROVALS: ELECT - CSG R2.E0.1 BASIS OF DESIGN a. b. c. d. a. b. c. d. a. b. c. d. e. f. g. 1. 2. 3. 4. 5. 6. 7. 8. 1. 2. 3. 4. 5. 1. 2. 3. 1. 1. 1. 1. 1. A.THIS BUILDING INVOLVES A NEW, SIXTEEN 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. 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 CONTROL. C.CODES AND STANDARDS AMERICANS WITH DISABILITIES ACT, (ADA) NFPA 75: STANDARD FOR THE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT: 2009 EDITION NFPA 101: LIFE SAFETY CODE: 2012 EDITION NFPA 110: STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS: 2010 EDITION D.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 2011 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. E.LIGHTING DESIGN CRITERIA USED, BASED ON RECOMMENDED LEVELS BY ILLUMINATING ENGINEERING SOCIETY (IES) CORRIDORS - 15 FC ELEVATOR PIT - 10 FC ELEVATOR MACHINE - 20 FC OFFICES - 55 FC RESTROOMS - 20 FC PARKING LOT - 1 FC GARAGE - 4 FC WALKWAYS - .5 FC F.LIGHTING CONTROLS: LOW VOLTAGE CONTROLS FOR SWEEP-OFF FUNCTIONS IN OFFICE AREAS. OCCUPANCY SENSORS IN CONFERENCE ROOMS, STORAGE ROOMS, RESTROOMS, SMALL OFFICES. EXTERIOR LIGHTING: PHOTOCELL ON & OFF, PHOTOCELL ON & TIME CLOCK OFF. DAYLIGHT HARVESTING CONTROLS (PHOTO SENSOR AND DIMMING EQUIPMENT LIGHTING DESIGN AND LUMINAIRE SELECTION WAS PERFORMED BY THE ARCHITECT AND/OR LIGHTING DESIGNER KGM G.POWER DESIGN 1-1/2" CONDUIT WITH PULLSTRINGS TO EACH CONDO FOR FUTURE 125A PANEL. FLOOR OUTLETS/ BOXES ARE TO BE INSTALLED PER DIMENSIONS SHOWN ON THE ARCHITECTURAL FLOOR PLANS TRANSFORMERS SHALL BE ENERGY STAR RATED, NEMA TP-1. H.FIRE ALARM DESIGN FIRE ALARM SYSTEM IS DESIGN/BUILD BY THE FIRE ALARM SYSTEM VENDOR. REFER TO SPECIFICATIONS FOR ADDITIONAL DESIGN CRITERIA. I.SITE WORK REFER TO ATTACHED SITE PLANS FOR SCOPE OF WORK J.TRANSIENT VOLTAGE SURGE SUPPRESSION TVSS MODULES AT MAINS K.STANDBY GENERATOR GENERATOR MINIMUM BACKUP TIME 8 HOURS L.POWER MONITORING POWER METERING AT MAINS ELECTRICAL BASIS OF DESIGN A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. WHERE POSSIBLE, BOXES SHALL BE IN SEPARATE STUD SPACES FROM BOXES SERVING OTHER ROOMS TO MINIMIZE SOUND TRANSFER. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. COORDINATE CONDUIT REQUIREMENTS FOR ALL HVAC EQUIPMENT WITH CONTROLS CONTRACTOR. PROVIDE 4" HOUSEKEEPING PAD FOR ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. REFER TO ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION ON NAMED ELECTRICAL EQUIPMENT SHOWN. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. ALL DETAILS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED OR NOT, UON. 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. 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. FLOOR PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND FIELD DETERMINE EXACT CONDUIT, PULL BOX, AND ROUTING REQUIREMENTS. 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. PROVIDE #10 AWG NEUTRALS TO ALL 15A AND 20A RECEPTACLES THAT SHARE A COMMON NEUTRAL, UNLESS OTHERWISE NOTED. PROVIDE SPECIAL RECEPTACLES THAT MATCH CORD AND CAP PROVIDED WITH EQUIPMENT, UON. USE ADJACENT NEMA CONFIGURATION NUMBER, IF ONE IS SHOWN. 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. FOR ELECTRICAL CONNECTIONS AND CIRCUITING TO MECHANICAL EQUIPMENT SHOWN ON THIS SHEET, REFER TO MECHANICAL AND PLUMBING EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE. 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. PROVIDE TAMPER PROOF RECEPTACLES IN GENERAL AREAS AS REQUIRED BY NEC 2017. REFER TO SHEET H1.E5.000 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. X.EACH RESIDENTIAL UNIT WILL BE SERVED WITH (1) 125A, 208V/1P SERVICE FROM METER BANK. PROVIDE EMPTY 1-1/2" CONDUIT STUB UP WITH PULL STRINGS FOR FUTURE WIRING TO EACH UNIT. RESIDENTIAL UNIT PANEL INSTALLATION AND WIRING WILL BE PART OF FUTURE SCOPE. GENERAL NOTES NTS 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit 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 1/16/2025 R09R10R11R12R13R14R15R16R17 R07R08R11'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 R08 REFER TO PERMIT: B-101107992, B-101107990, B-101107993 FE C R11' LEASING OFFICE R01G16 MAIL ROOM R01G17 RESTROOM R01G15 JANITOR R01F15 WEST LOBBY R01H16 ELEVATOR 01 R21 ELEVATOR 02 R01E25 TRASH ROOM R01H14 STAIR 01 R01E24 ? STORAGE G01H15 FCC R01F17 PACKAGE R01F16 ? ? ? ? GFI 28 GFI 28 28 26 26 26 26 28 24 24 20 24 E1L1;10 22 22 22 22 32 34 34 34 34 34 32 S1L1-6 120V POWERED DOOR 1 24 6/ 6 / 2 0 2 2 2 : 5 2 : 0 1 P M I: \ 2 2 8 0 1 1 3 r d & B r o a d w a y M i x U s e R e s i d e n t i a l _ C a r i b o u I n d u s t r i e s I n c \ 5 . 0 C A D D \ ( 5 . c ) E l e c t r i c a l \ n o t t o us e \ 3 R D - B _ M E P _ W E S T _ R 2 0 . r v t R2.E3.101 ELECTRICAL POWER PLAN - LEVEL 1SHEET NOTES GENERAL NOTES 1/8" = 1'-0" ELECTRICAL POWER PLAN - LEVEL 01G01SCALE: 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 1.REFER TO SHEET R2.E0.0 FOR ELECTRICAL SYMBOLS AND NOTES. 2.REFER TO SHEETS R2.XX AND R2.XX FOR PANEL SCHEDULES. 3.ALL 120V UTILITY RECEPTACLE CIRCUITRY EMANATES FROM COMMON PANEL L1A U.N.O. 4.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS WITH PROPER PHASE SEQUENCING FOR EVERY SHARED NEUTRAL WIRE. 5.ALL 1-PHASE,120V OR 277V DISCONNECT SWITCHES SHOWN ON THIS PLAN ARE 30A, 1P, 120-277V, NEMA 1 TOGGLE SWITCHES. 6.ALL 3-PHASE DISCONNECT SWITCHES SHOWN ON THIS PLAN ARE 30A/3P, 600V, NEMA 1, NON-FUSED DISCONNECTS, UNLESS NOTED OTHERWISE. 7.RECEPTACLES INDICATED AS HALF-SWITCHED WITHIN THE ROOM TO BE CONTROLLED VIA CEILING MOUNTED OCCUPANCY SENSOR. WHEN SENSOR DETECTS OCCUPANCY, RECEPTACLES TO BE SWITCHED ON. WHEN SENSOR DETECTS NO OCCUPANCY, HALF THE RECEPTACLE TO BE SWITCHED OFF. 1.2-GANG FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE AND DATA COMPARTMENT. 1/16/2025 ? ? ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R112 01 02 R11' 5' - 0 " MEN R06H13C JANITOR R06H13B WOMEN R06H13A BUSINESS CENTER R06G16 CONFERENCE R06F15 CONFERENCE R06F16 MULTI FUCTION SPACE R06G14 45 47 53 59 59 59 59 21 21 GFI GFI 51 49 GFI GFI 43 45 4545 53 53 53 53 53 43 43 43 47 47 57 57 57 11 11 55 1 55 1 2 2 2 23 23 2323 23 23 J 18 J18 6/ 6 / 2 0 2 2 2 : 5 2 : 0 1 P M I: \ 2 2 8 0 1 1 3 r d & B r o a d w a y M i x U s e R e s i d e n t i a l _ C a r i b o u I n d u s t r i e s I n c \ 5 . 0 C A D D \ ( 5 . c ) E l e c t r i c a l \ n o t t o us e \ 3 R D - B _ M E P _ W E S T _ R 2 0 . r v t R2.E3.106 ELECTRICAL POWER PLAN- LEVEL 6SHEET NOTES GENERAL NOTES 1/8" = 1'-0" ELECTRICAL POWER PLAN - LEVEL 0601SCALE: 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit 1.REFER TO SHEET R2.E0.0 FOR ELECTRICAL SYMBOLS AND NOTES. 2.REFER TO SHEETS R2.XX AND R2.XX FOR PANEL SCHEDULES. 3.ALL 120V UTILITY RECEPTACLE CIRCUITRY EMANATES FROM COMMON PANEL L6A U.N.O. 4.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS WITH PROPER PHASE SEQUENCING FOR EVERY SHARED NEUTRAL WIRE. 5.ALL 1-PHASE,120V OR 277V DISCONNECT SWITCHES SHOWN ON THIS PLAN ARE 30A, 1P, 120-277V, NEMA 1 TOGGLE SWITCHES. 6.ALL 3-PHASE DISCONNECT SWITCHES SHOWN ON THIS PLAN ARE 30A/3P, 600V, NEMA 1, NON-FUSED DISCONNECTS, UNLESS NOTED OTHERWISE. 7.RECEPTACLES INDICATED AS HALF-SWITCHED WITHIN THE ROOM TO BE CONTROLLED VIA CEILING MOUNTED OCCUPANCY SENSOR. WHEN SENSOR DETECTS OCCUPANCY, RECEPTACLES TO BE SWITCHED ON. WHEN SENSOR DETECTS NO OCCUPANCY, HALF THE RECEPTACLE TO BE SWITCHED OFF. 1.2-GANG FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE AND DATA COMPARTMENT. 2.1-GANG FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE. 1/16/2025 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 R07R08R112 TYP. R11' R2.E6.1 6 R2.E6.1 4 4 4 R2.E6.1 R2.E6.1 5 R2.E6.1 4 R2.E6.1 4 R2.E6.1 4 R2.E6.1 5 R2.E6.1 4 R2.E6.1 4 R2.E6.1 R2.E6.1 1 R2.E6.1 3 R2.E6.1 4 4444 44 46 46 46 46 56 GFI 56 44 44 GFI56 34 34 34 34 30 GFI 30 GFI 32 GFI 32 GFI 545250 2 2 2 48 2 36 2 36 2 33 33 33 33 33 J 70 58/60 66/68 58/60 62/64 62/64 J70 66/68 66/68 R2.E3.107 ELECTRICAL POWER PLAN - LEVEL 7SHEET NOTES GENERAL NOTES 1/8" = 1'-0" ELECTRICAL POWER PLAN - LEVEL 0701SCALE: 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit As indicated 1.REFER TO SHEET R2.E0.0 FOR ELECTRICAL SYMBOLS AND NOTES. 2.REFER TO SHEETS R2.XX AND R2.XX FOR PANEL SCHEDULES. 3.ALL 120V UTILITY RECEPTACLE CIRCUITRY EMANATES FROM COMMON PANEL L6A U.N.O. 4.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS WITH PROPER PHASE SEQUENCING FOR EVERY SHARED NEUTRAL WIRE. 5.ALL 1-PHASE,120V OR 277V DISCONNECT SWITCHES SHOWN ON THIS PLAN ARE 30A, 1P, 120-277V, NEMA 1 TOGGLE SWITCHES. 6.ALL 3-PHASE DISCONNECT SWITCHES SHOWN ON THIS PLAN ARE 30A/3P, 600V, NEMA 1, NON-FUSED DISCONNECTS, UNLESS NOTED OTHERWISE. 7.RECEPTACLES INDICATED AS HALF-SWITCHED WITHIN THE ROOM TO BE CONTROLLED VIA CEILING MOUNTED OCCUPANCY SENSOR. WHEN SENSOR DETECTS OCCUPANCY, RECEPTACLES TO BE SWITCHED ON. WHEN SENSOR DETECTS NO OCCUPANCY, HALF THE RECEPTACLE TO BE SWITCHED OFF. 1.2-GANG FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE AND DATA COMPARTMENT. 2.1-GANG FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE. 1/16/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R07R08R112 02 R11' ST_1 R08F10B ST_1 R08F11B ST_1 R08F09A ST_1 R08F09B ST_1 R08F10A 1BR_2 R08F11A 1BR_2 R08F12 1BR_2 R08F13 ST_1 R08F14A ST_1 R08F14B ST_1 R08F15A ST_1 R08F15B 2BR_2 R08G10 2BR_2 R08G16 ST_1 R08H12B ST_1 R08H12A ST_1 R08H11A TRASH ROOM R08G15 VESTIBULE R08H15 ELEVATOR 01 ELEVATOR 02 ELEVATOR LOBBY R08H14 STAIR 01 VESTIBULE R08H11 ELEVATOR 03ELEVATOR LOBBY R08H10 VESTIBULE R08H09 MEP ROOM R08J10 STAIR 02 CIRCULATION R08G13 CIRCULATION R08G13 1BR_1 R08H13 1BR_1 R08H16 1BR_1 R08J091BR_2 R08J11 R1.E6.1 4 R1.E6.1 4 4 4 R1.E6.1 R1.E6.1 5 R1.E6.1 4 R1.E6.1 4 R1.E6.1 4 R1.E6.1 5 R1.E6.1 4 R1.E6.1 4 R1.E6.1 R1.E6.1 1 R1.E6.1 1 R1.E6.1 3 R1.E6.1 3 R1.E6.1 2 R1.E6.1 3 R1.E6.1 4 R1.E6.1 4 R1.E6.1 4 5 5 5 5 5 27/29 27/29 LEVEL CIRCUITRY LEGEND 8 9 10 11 12 13 14 IDU'S LP9A-5 LP8A-27/29 LP9A-11 LP8A-23/25 LP9A-17 LP8A-31/33 LP12A-5 LP12A-27/29 LP12A-11 LP12A-23/25 LP12A-17 LP12A-19/21 LP15A-7 LP15A-6/8 CORRIDOR RECEPTACLES R2.E3.108 ELECTRICAL POWER PLAN - LEVEL 8-14 As indicated SHEET NOTES GENERAL NOTES 1/8" = 1'-0" ELECTRICAL POWER PLAN - LEVEL 08-1401SCALE: 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit 1/16/2025 J N R09R10R11R12R13R14R15R16 RF RG RH RJ RK RL R08 R112R11' 2BR_2 R15G16 2BR_1 R15F15 2BR_1 R15F13 2BR_1 R15F12 ST_1 R15F11 2BR_1 R15F10 2BR_1 R15H13 ST_1 R15H12 2BR_1 R15J11 TRASH ROOM R15F16 VESTIBULE R15H15 ELEVATOR LOBBY R15H14 ELEVATOR 01 STAIR 01 ELEVATOR 02 STAIR 02 ELEVATOR 03 VESTIBULE R15H11 STORAGE R15H09 STORAGE R15J10 ELEVATOR LOBBY R15H10 ALL GENDER RR R15F09A VESTIBLE R15F09B ALL GENDER RR R15F09C JANITOR R15F09D CIRCULATION R15G15 CIRCULATION R15G13 EAST CORR. R15F09E 1BR_1 RJ15H16 R1.E6.1 5 4 R1.E6.1 5 R1.E6.1R1.E6.1 1 R1.E6.1 3 R1.E6.1 5 R1.E6.1 5 R1.E6.1 4 R1.E6.1 5 R1.E6.1 5 GFI 17 GFI 17 17 GFI 77 7 7 7 2/4 2/4 19 J J 19 R2.E3.115 ELECTRICAL POWER PLAN - LEVEL 15 1/8" = 1'-0" ELECTRICAL POWER PLAN - LEVEL 1501SCALE: 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit As indicated 1.REFER TO SHEET R2.E0.0 FOR ELECTRICAL SYMBOLS AND NOTES. 2.REFER TO SHEET R2.E5.1 FOR PANEL SCHEDULES. 3.ALL 120V UTILITY RECEPTACLE CIRCUITRY EMANATES FROM COMMON PANELS L15A, U.N.O. 4.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS WITH PROPER PHASE SEQUENCING FOR EVERY SHARED NEUTRAL WIRE. 1/16/2025 R2.E5.1 PANEL SCHEDULES - 1 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit 1/16/2025 ST_1 R08F15B 2BR_2 R08G16 1BR_1 R08H16 TV 46" J EF J EFGFI GFI R H GDAIR SWITCH FOR GD NIDW D GFI UNIT PANEL GFI 9 11 11 1111 11 11 4 13 5 5 15 15 15 15 15 15 15 11 19 17 17 17 17 17 15 18 4 6 10/12 14 17 GFI/WP 15 GFI/WP 20 22/24 GFI DW GFI RF GFI2 4 16 MW8 GFI 6 VRF 1/3 R0 1BR_1 R08H13 GFI J EF UNIT PANEL TV 46" RF MW GFI R H GFI GFI GD AIR SWITCH FOR GD NID W D 5 11 11 11 11 11 13 15 15 15 15 15 17 9 2 8 4 6 618 20 22/24 11 11 GFI/WP GFI 4 DW GFI 16 VRF 1/3 1BR_2 R08F12 UNIT PANEL GFI J EF W D NIDGD AIR SWITCH FOR GD RF MW R H GFI GFI GFI TV 46" 15 5 9 13 15 15 15 11 11 11 11 11 2 4 6 6 8 14 10/12 18 17 1520 22/24 15 GFI/WP 4 GFI DW GFI16 GFI6 VRF 1/3 ST_1 R08F09A GFI J EF W D TV 46" GD AIR SWITCH FOR GD GFI UNIT PANEL R GFI DW GFI RF NID MW H 9 11 11 11 11 11 13 5 11 2 4 6 6 10/12 14 16 18 20 22/24 GFI/WP VRF 1/3 UNIT PANEL W D NID GFI TV 46" R H GD AIR SWITCH FOR GD GFI GFI GFI J EF J EF 5 5 9 11 11 11 11 11 13 15 15 15 15 15 17 17 17 17 17 17 17 15 15 17GFI 20 20/24 19 RF GFI/WP 11 15 11 18 10/12 14 4 6 2 11 6 GFI 15 DW 16 6 GFI MW 8 VRF 1/3 TV 46" J EF J EFGFI GFI R H GDAIR SWITCH FOR GD W D GFI UNIT PANEL DW GFI RF GFI 11 11 1111 11 11 13 5 5 15 15 15 15 11 19 17 17 17 17 17 17 15 GFI/WP GFI NID 9 15 15 15 15 20 22/24 2 4 16 18 6 4 10/12 14 15 GFI/WP 6 GFI MW8 GFI 6 VRF 1/3 R2.E6.11 ELECTRICAL POWER UNIT PLANS 1.REFER TO SHEET R2.E0.0 FOR ELECTRICAL SYMBOLS AND NOTES. 2.ALL KITCHEN COUNTERTOP RECEPTACLES AND ALL BATHROOM RECEPTACLES TO HAVE GROUND FAULT PROTECTION. 3.ALL RECEPTACLE AND LIGHTING OUTLETS TO HAVE ARC FAULT PROTECTION PER CEC. 4.ALL 15 AND 20-AMPERE, 125 AND 250V NON-LOCKING TYPE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 5.FOR NID (NETWORK INTERFACE DEVICE) PROVIDE DUPLEX RECEPTACLE ON A SEPARATE CIRCUIT. CONTRACTOR SHALL NOT INSTALL NID IN ANY RATED WALLS. 6.REFER TO ARCHITECTURAL KITCHEN ELEVATIONS FOR EXACT DEVICE LOCATIONS, MOUNTING HEIGHTS AND DETAILS. 7.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS WITH PROPER PHASE SEQUENCING FOR EVERY SHARED NEUTRAL WIRE. 8.REFER TO ARCHITECTURAL DRAWINGS FOR LIST OF ADA UNITS AND UNITS WITH REQUIRED COMMUNICATIONS FEATURE. IN UNITS WITH REQUIRED COMMUNICATIONS FEATURE (FOR HEARING IMPAIRED PEOPLE) - PROVIDE VISUAL DEVICES CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. 9.REFER TO ARCHITECTURAL KITCHEN ELEVATIONS FOR EXACT DEVICE LOCATIONS, MOUNTING HEIGHTS AND DETAILS. 10.DISHWASHER GFI OUTLET TO BE INSTALLED IN ACCESSIBLE LOCATION. SCALE: 1/4" = 1'-0" 2BR_2 - ELECTRICAL PLAN1 APPLIANCE ABBREVIATIONS: W/D - WASHER/DRYER DW - DISHWASHER GD - GARBAGE DISPOSAL RF - REFRIGERATOR CT - COOKTOP O - ELECTRIC OVEN W - WASHER MACHINE D - DRYER H - RANGE HOOD MW - MICROWAVE OVEN EF - EXHAUST FAN VRF - VARIABLE REFRIGERANT FLOW UNIT UC - LOCATED UNDER COUNTER SCALE: 1/4" = 1'-0" 1BR_1 - ELECTRICAL PLAN2 SCALE: 1/4" = 1'-0" 1BR_2 - ELECTRICAL PLAN3 SCALE: 1/4" = 1'-0" 1ST_1 - ELECTRICAL PLAN4 SCALE: 1/4" = 1'-0" 2BR_1 - ELECTRICAL PLAN5 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit SCALE: 1/4" = 1'-0" 2BR_3 - ELECTRICAL PLAN6 1/16/2025 R16R17 RF RG RH RJ U1 U1 U1 U1 U1 U8 U2 U2 U2 U6 U6 U1U1 U5 U5U5 U1 U1 U1 U1 U1 U1 U1 U1 U8 U6 D abcd 3 D 3 De 3 aa b d c bb dd e e abcd Dabcd3 D3e D 3 fg D 3 fg f f f g D hj os h j h h Dk os Dm m D np os n p n n R13R14 RH RJ U3 U3U3 U8 U3 U3 U6 U5U5U5 U1 U1 U1 U1 U6 D abc 3 D abc 3 a b c a a a b b D de D g D os os f d e dd R12R13 RF RG U1 U5 U5 U5 U1 U1U1 U3U3 U3 U8 U1 U1 U6U6 D abc3 a b c a aa bb D os de d e d d Dfos D gD abc 3 R10 RF RG U3 U3 U8 U6 U3 U2 U2 U2 U2 D D ab os a b c D c 3 3 D df c c d d dd f R10R11 RF RG R11' U3 U3U3 U1 U2 U2 U2 U6 U5 U1 U1 U1 U1 U5U5 U6 U1 U1 U1 U1 U1 U3 U3U3 U8 U8 U1 U1 U1 U6 U2 U1 DosDos D abc Dfgos D os m Dnpos D os q D rs Dos D hj 3 D abc3 a b c b b a a a de f g f f h j k n p r s r r n n R2.E6.12 A. B. C. D. E. COORDINATE LOCATION OF LIGHTING CONTROLS WITH ARCHITECT AND OWNER PRIOR TO INSTALL. COORDINATE EXACT LUMINAIRE FIXTURE PLACEMENTS WITH ARCHITECT PRIOR TO INSTALL. CEILING SENSOR SWITCHES IN SAME SPACE WITH SAME SWITCH DESIGNATION ARE TO BE WIRED IN PARALLEL SUCH THAT EITHER SENSOR WILL ACTIVATE ALL DESIGNATED LIGHTS. SWITCHES SERVING SAME AREA AS OCCUPANCY SENSOR SHALL PROVIDE MANUAL OFF CONTROL OF LIGHTING. 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. INSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATED ANY J-BOXES E. F. G. H. (CONT'D) ON HARD CEILINGS UNLESS OTHERWISE NOTED; ALL WIRING MUST BE ACCESSIBLE THROUGH LUMINAIRE ONLY IN DAISY-CHAIN METHOD OR WITH DEDICATED HOME RUNS TO EACH LUMINAIRE. J- BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCESS. ALL LOW VOLTAGE CABLING TO LIGHTING FIXTURES AND CONTROL DEVICES SHALL BE PLENUM RATED. CONTRACTOR SHALL CONFIRM ALL EXIT SIGN LOCATIONS AND DIRECTIONAL CHEVRONS WITH THE ARCHITECTURAL EGRESS PLANS AND REFLECTED CEILING PLANS. ELECTRICAL CONTRACTOR TO PROVIDE ALL OF SWITCHES SHOWN COMBINED IN ONE GANG BOX; SHOWN IN THE DRAWING AS MULTIPLE SWITCHES FOR CLARITY ONLY. SCALE: 1/4" = 1'-0" LIGHTING 2BR_2 PLAN1SCALE: 1/4" = 1'-0" LIGHTING 1BR_1 PLAN2 SCALE: 1/4" = 1'-0" LIGHTING 1BR_2 PLAN3 SCALE: 1/4" = 1'-0" LIGHTING 1ST_1 PLAN4 SCALE: 1/4" = 1'-0" LIGHTING 2BR_1 PLAN5 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit ELECTRICAL LIGHTING UNIT PLANS 1/16/2025 ? ? ? ? OS OS OS OS OS OS OS OS OS OS OS OS OSOS R11R12R13R14R15R16 RH RJ R11' TRASH ROOM R06G15 VESTIBULE R06H15 ELEVATOR LOBBY R06H14 STAIR 01 R123 STAIR 02 R126 RESIDENTIAL UNIT STORAGE R06H12 GAME ROOM R06H16 WOMEN R06H13A JANITOR R06H13B MEN R06H13C D1 D1 EM D2D2 EMD2D2 EMD2 D2D2 EM D2 EMD1 D1 D1 EM D1 D1 EM D1 EM D1 EM D1 EM D1 COORIDOR R06J12 D1 EM D1 D1 EMD1 EM D1 D1 EM D1 EM D1 D1 EM D1 D2 EM D2 X1 X1 X2 X1 X2 X2 X2 X2 X2 NORMAL LTG - PANEL H6-21 EM LTG - PANEL E1H7-13 OS OS OS OS OS OS OS OS OS OS OS R10R11R12R13R14R15 RH R11' VESTIBULE R07H11 ELEVATOR LOBBY R07H10 VESTIBULE R07H15 TRASH ROOM R07G15 YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C CORRIDOR R07J11A ELEVATOR 03 R117 D1 EM D1 EM D1 EMD1D1CIRCULATION R07G13 CIRCULATION R07G09 D1 EMD1D1 EMD1D1 EMD1D1 EMD1 D1D1 EMD1D1 EMD1D1 EMD1D1 EMD1 X1 X1 X2 X1X2 NORMAL LTG - PANEL H6-29EM LTG - PANEL E1H7-15 OS OS OS OS OS OS OS OS OS OS OS R10R11R12R13R14R15 RH R11' VESTIBULE R08H11 TRASH ROOM R08G15 VESTIBULE R08H15 ELEVATOR 03 R153 D1 EM D1 D1 EM D1D1 EM D1 D1 EMD1 EM D1 D1 EM D1 D1 D1 EMD1 EM D1 D1 EM D1 D1 D1 EMD1 EM D1 D1 EM D1 D1 EM CIRCULATION R08G13 OS X1 X1 X2 X2 NORMAL LTG: L8 - PANEL H9-13 L9 - PANEL H9-17 L10 - PANEL H9-21 L11 - PANEL H12-1 L12 - PANEL H12-5 L13 - PANEL H12-9 L14 - PANEL H15-7 EM LTG: L8 - PANEL E1H7-17 L9 - PANEL E1H10-11 L10 - PANEL E1H10-13 L11 - PANEL E1H10-15 L12 - PANEL E1H13-11 L13 - PANEL E1H13-13 L14 - PANEL E1H13-15 DNOSOSOSOSOSOSOS OS OS OS OS OS OS R10R11R12R13R14R15 RH R11' 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 D1 EM D1 D1 EM D1 EM D1 D1 D1 EM D1D1 EM D1 D1 EMD1 EM D1 D1 EM D1 D1 D1 EMD1 EM D1 D1 EM D1 D1D1 EM D1 EM D1 D1 EM CIRCULATION R15G15 CIRCULATION R15G13 EAST CORR. R15F09E OS X1 X1 X2 X2 X2 NORMAL LTG - PANEL H15-13 EM LTG - PANEL E1H16-11 R2.E6.13 SCALE: 1/8" = 1'-0" LIGHTING PLAN - LEVEL 06 CORRIDOR1 SCALE: 1/8" = 1'-0" LIGHTING PLAN - LEVEL 07 CORRIDOR2 SCALE: 1/8" = 1'-0" LIGHTING PLAN - LEVEL 08-14 TYPICAL CORRIDOR3 SCALE: 1/8" = 1'-0" LIGHTING PLAN - LEVEL 15 CORRIDOR4 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit ENLARGED ELECTRICAL LIGHTING PLANS - CORRIDORS 1/16/2025 FCC R01F17 ELEVATOR 02 R01E25 R15R16R17 RF RG RH RJ STORAGE G01H15 PACKAGE R01F16 JANITOR R01F15 RESTROOM R01G15 ELEVATOR 01 R21 MAIL ROOM R01G17 MAIN ELECTRICAL ROOM R01F13 F-01 F-01 F-01 F-01 F-01 F-01 F-01 F-01 EM F-01 F-01F-01 EM F-01 F-01 EM F-01 EMF-01 F-01 F-01 F-01 EM F-01 F-01 F-01 F-01 F-01 F-01 F02 F-01 EMF-01F-01 EM DF F02 F-03 EM F-01 EM F-01 EM F-03 F-03 F-03F-03 EM F-03 F-03 EM F-03 EM DF WEST LOBBY R01H16 LEASING OFFICE R01G16 D OS D bc a a b c OSa OSa D d d d d d D ef e ee e ee f PC PC OSX2 1 2 OS OS Dghjkm g g g g g g ggOS OS OS OS h j j j j j j j j k m ghjkm ghjkm ghjkm OS ghjkm g g g g X2 X2 X2 NORMAL LTG - PANEL H1-15 EM LTG - PANEL E1H1-19 R2.E6.14 SCALE: 1/4" = 1'-0" GROUND FLOOR WEST LOBBY1 1. 2. PRIMARY DAYLIGHT ZONE TO DIM DOWN WHEN ABLE TO MEET TARGET DAYLIGHT LEVELS PER THE SPACE TYPE. SECONDARY DAYLIGHT ZONE TO DIM DOWN WHEN ABLE TO MEET TARGET DAYLIGHT LEVELS PER THE SPACE TYPE. A. B. C. D. E. F. G. H. COORDINATE LOCATION OF LIGHTING CONTROLS WITH ARCHITECT AND OWNER PRIOR TO INSTALL. COORDINATE EXACT LUMINAIRE FIXTURE PLACEMENTS WITH ARCHITECT PRIOR TO INSTALL. CEILING SENSOR SWITCHES IN SAME SPACE WITH SAME SWITCH DESIGNATION ARE TO BE WIRED IN PARALLEL SUCH THAT EITHER SENSOR WILL ACTIVATE ALL DESIGNATED LIGHTS. SWITCHES SERVING SAME AREA AS OCCUPANCY SENSOR SHALL PROVIDE MANUAL OFF CONTROL OF LIGHTING. 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. INSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATED ANY J-BOXES ON HARD CEILINGS UNLESS OTHERWISE NOTED; ALL WIRING MUST BE ACCESSIBLE THROUGH LUMINAIRE ONLY IN DAISY-CHAIN METHOD OR WITH DEDICATED HOME RUNS TO EACH LUMINAIRE. J-BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCESS. ALL LOW VOLTAGE CABLING TO LIGHTING FIXTURES AND CONTROL DEVICES SHALL BE PLENUM RATED. CONTRACTOR SHALL CONFIRM ALL EXIT SIGN LOCATIONS AND DIRECTIONAL CHEVRONS WITH THE ARCHITECTURAL EGRESS PLANS AND REFLECTED CEILING PLANS. ELECTRICAL CONTRACTOR TO PROVIDE ALL OF SWITCHES SHOWN COMBINED IN ONE GANG BOX; SHOWN IN THE DRAWING AS MULTIPLE SWITCHES FOR CLARITY ONLY. 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit ENLARGED ELECTRICAL LIGHTING PLAN - LEVEL 1 WEST LOBBY SHEET NOTES GENERAL NOTES 1/16/2025 EAST LOBBY R01H08 ELEVATOR 03 R01E14 R09R10 RH RJ R08 MEP ROOM R01H09 ELEVATOR LOBBY R01H10 STORAGE R01J09 F-01 EM F-01 EM F-01 F-01 F-01 F-01 EM F-03 F-03 F-03 F-03 F-03 F-03 F02 F02 F-01 EM F-01 F-01 NORMAL LTG - PANEL H1-17 EM LTG - PANEL E1H1-21 PC PCOS X2 2 1 D abc OS OS OS OS OS OS OS X2 a b c abc abc abc abc abcabc abc abc a a a a a c c cc c d d d R2.E6.15 1. 2. PRIMARY DAYLIGHT ZONE TO DIM DOWN WHEN ABLE TO MEET TARGET DAYLIGHT LEVELS PER THE SPACE TYPE. SECONDARY DAYLIGHT ZONE TO DIM DOWN WHEN ABLE TO MEET TARGET DAYLIGHT LEVELS PER THE SPACE TYPE. A. B. C. D. E. F. G. H. COORDINATE LOCATION OF LIGHTING CONTROLS WITH ARCHITECT AND OWNER PRIOR TO INSTALL. COORDINATE EXACT LUMINAIRE FIXTURE PLACEMENTS WITH ARCHITECT PRIOR TO INSTALL. CEILING SENSOR SWITCHES IN SAME SPACE WITH SAME SWITCH DESIGNATION ARE TO BE WIRED IN PARALLEL SUCH THAT EITHER SENSOR WILL ACTIVATE ALL DESIGNATED LIGHTS. SWITCHES SERVING SAME AREA AS OCCUPANCY SENSOR SHALL PROVIDE MANUAL OFF CONTROL OF LIGHTING. 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. INSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATED ANY J-BOXES ON HARD CEILINGS UNLESS OTHERWISE NOTED; ALL WIRING MUST BE ACCESSIBLE THROUGH LUMINAIRE ONLY IN DAISY-CHAIN METHOD OR WITH DEDICATED HOME RUNS TO EACH LUMINAIRE. J-BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCESS. ALL LOW VOLTAGE CABLING TO LIGHTING FIXTURES AND CONTROL DEVICES SHALL BE PLENUM RATED. CONTRACTOR SHALL CONFIRM ALL EXIT SIGN LOCATIONS AND DIRECTIONAL CHEVRONS WITH THE ARCHITECTURAL EGRESS PLANS AND REFLECTED CEILING PLANS. ELECTRICAL CONTRACTOR TO PROVIDE ALL OF SWITCHES SHOWN COMBINED IN ONE GANG BOX; SHOWN IN THE DRAWING AS MULTIPLE SWITCHES FOR CLARITY ONLY. SCALE: 1/4" = 1'-0" LIGHTING PLAN - LEVEL 01 GARAGE - EAST GROUND FLOOR LOBBY1 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit ENLARGED ELECTRICAL LIGHTING PLAN - LEVEL 1 EAST LOBBY SHEET NOTES GENERAL NOTES 1/16/2025 R14R15R16 RF RG F-01 F-01 F-01 EM F-01 EM F-01 F-01 F-01 F-01 F-01 F-01 EM F-01 F-01 EM F02 F04 F-01 F-01 F-01 F-01 F-01 F-01 F-01 F-01 BUSINESS CENTER R06G16 CONFERENCE R06F16 CONFERENCE R06F15 MULTI FUCTION SPACE R06G14 F02 F-01 F-01 EM F-01 F-01 F-01 F-01 F-01 EM F-01 F-01 EM F04 NORMAL LTG - PANEL H6-21EM LTG - PANEL E1H7-11 D fgh OS fgh D cde OS fgh f f f f f f f f f h g c c c c c c c c c c c c d OS cde OS cde OS cde OS cde OS cde OS cde D k os D j k jkj kk jj PC 1 PC 2 e X2X2 R16 RH RJ F02 F-01 F-01 EM F-01 F-01 EM F-01 EM F-01 EM F-01 F-01 F-01 F-01 GAME ROOM R06H16 NORMAL LTG - PANEL H6-21EM LTG - PANEL E1H7-11 PCPC OS X2 21 D ab ab X2 OS ab OS ab D ab a b a a a a a a a a a 1/4" = 1'-0" R2.E6.16 A. B. C. D. E. COORDINATE LOCATION OF LIGHTING CONTROLS WITH ARCHITECT AND OWNER PRIOR TO INSTALL. COORDINATE EXACT LUMINAIRE FIXTURE PLACEMENTS WITH ARCHITECT PRIOR TO INSTALL. CEILING SENSOR SWITCHES IN SAME SPACE WITH SAME SWITCH DESIGNATION ARE TO BE WIRED IN PARALLEL SUCH THAT EITHER SENSOR WILL ACTIVATE ALL DESIGNATED LIGHTS. SWITCHES SERVING SAME AREA AS OCCUPANCY SENSOR SHALL PROVIDE MANUAL OFF CONTROL OF LIGHTING. 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. INSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATED ANY J-BOXES E. F. G. H. (CONT'D) ON HARD CEILINGS UNLESS OTHERWISE NOTED; ALL WIRING MUST BE ACCESSIBLE THROUGH LUMINAIRE ONLY IN DAISY-CHAIN METHOD OR WITH DEDICATED HOME RUNS TO EACH LUMINAIRE. J- BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCESS. ALL LOW VOLTAGE CABLING TO LIGHTING FIXTURES AND CONTROL DEVICES SHALL BE PLENUM RATED. CONTRACTOR SHALL CONFIRM ALL EXIT SIGN LOCATIONS AND DIRECTIONAL CHEVRONS WITH THE ARCHITECTURAL EGRESS PLANS AND REFLECTED CEILING PLANS. ELECTRICAL CONTRACTOR TO PROVIDE ALL OF SWITCHES SHOWN COMBINED IN ONE GANG BOX; SHOWN IN THE DRAWING AS MULTIPLE SWITCHES FOR CLARITY ONLY. SCALE: 1/4" = 1'-0" LIGHTING LEVEL 06 BUSINESS CENTER & LOUNGE1SCALE: 1/4" = 1'-0" LIGHTING LEVEL 06 GAME ROOM2 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit ENLARGED ELECTRICAL LIGHTING PLANS - LEVEL 6 1. 2. PRIMARY DAYLIGHT ZONE TO DIM DOWN WHEN ABLE TO MEET TARGET DAYLIGHT LEVELS PER THE SPACE TYPE. SECONDARY DAYLIGHT ZONE TO DIM DOWN WHEN ABLE TO MEET TARGET DAYLIGHT LEVELS PER THE SPACE TYPE. 1/16/2025 R11R12R13R14 RH RJ YOGA STUDIO R07H13 JANITOR R07H12A MEN R07H12B CORRIDOR R07H12C LIFT STORAGE R07H12D WOMEN R07H12E CORRIDOR R07J11A FITNESS STUDIO R07J13 CLUB HOUSE R07J11B F01 EM F05 EM NORMAL LTG - PANEL H6-23 EM LTG - PANEL E1H7-13 X2 X2 X2X2 Da OS a OS a OS a F05 EM F05 EM F01 EM F01 EM F01 EM Dde OS b OS b OS b OS b Dbc aaaa b b b b b b b d d d d d d d d d d d d d d NORMAL LTG - PANEL H6-23 EM LTG - PANEL E1H7-13 PC 1 PC 2 PC 1 PC 2 F02 c d d d F02 e dd F01 d F05 F01 F01 F01 F01 F01 F01 F01 F01F01 F01 F05 F05F05F05 F05 F05 F02 F01 F01 F01 F01F01 F05 F02 e 1/4" = 1'-0" R2.E6.17 A. B. C. D. E. COORDINATE LOCATION OF LIGHTING CONTROLS WITH ARCHITECT AND OWNER PRIOR TO INSTALL. COORDINATE EXACT LUMINAIRE FIXTURE PLACEMENTS WITH ARCHITECT PRIOR TO INSTALL. CEILING SENSOR SWITCHES IN SAME SPACE WITH SAME SWITCH DESIGNATION ARE TO BE WIRED IN PARALLEL SUCH THAT EITHER SENSOR WILL ACTIVATE ALL DESIGNATED LIGHTS. SWITCHES SERVING SAME AREA AS OCCUPANCY SENSOR SHALL PROVIDE MANUAL OFF CONTROL OF LIGHTING. 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. INSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATED ANY J-BOXES E. F. G. H. (CONT'D) ON HARD CEILINGS UNLESS OTHERWISE NOTED; ALL WIRING MUST BE ACCESSIBLE THROUGH LUMINAIRE ONLY IN DAISY-CHAIN METHOD OR WITH DEDICATED HOME RUNS TO EACH LUMINAIRE. J- BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCESS. ALL LOW VOLTAGE CABLING TO LIGHTING FIXTURES AND CONTROL DEVICES SHALL BE PLENUM RATED. CONTRACTOR SHALL CONFIRM ALL EXIT SIGN LOCATIONS AND DIRECTIONAL CHEVRONS WITH THE ARCHITECTURAL EGRESS PLANS AND REFLECTED CEILING PLANS. ELECTRICAL CONTRACTOR TO PROVIDE ALL OF SWITCHES SHOWN COMBINED IN ONE GANG BOX; SHOWN IN THE DRAWING AS MULTIPLE SWITCHES FOR CLARITY ONLY. SCALE: 1/4" = 1'-0" LIGHTING LEVEL 07 FITNESS CENTER1 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 5/ 1 / 2 0 2 4 6 : 1 8 : 3 1 P M D: \ _ D E L E T E \ 2 2 8 0 1 1 _ R 2 0 \ 3 R D - B _ A R C H _ W E S T _ R 2 0 . r v t 228011-04 3rd & Broadway Residential Tower Tenant Interiors 301 N. Broadway, Santa Ana, CA 06/13/2022 Issue for Plan Check A 08/10/2022 Reissue for Plan Check B 06/17/2024 Revision to Permit ENLARGED ELECTRICAL LIGHTING PLANS - LEVEL 7 1. 2. PRIMARY DAYLIGHT ZONE TO DIM DOWN WHEN ABLE TO MEET TARGET DAYLIGHT LEVELS PER THE SPACE TYPE. SECONDARY DAYLIGHT ZONE TO DIM DOWN WHEN ABLE TO MEET TARGET DAYLIGHT LEVELS PER THE SPACE TYPE. 1/16/2025 DESCRIPTIONSYMBOL VALVES & GAUGES DESCRIPTIONSYMBOL GENERAL HVAC LEGENDABBREVIATIONS DESCRIPTIONSYMBOL DUCTWORK DESCRIPTIONSYMBOL HYDRONIC DESCRIPTIONSYMBOL PIPING DESCRIPTIONSYMBOL MISCELLANEOUS DESCRIPTIONSYMBOL CONTROLS 150 MECHANICAL DRAWING LIST 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 ACCU AIR COOLED CONDENSING UNIT 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 BCC BRANCH CIRCUIT CONTROLLER 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 IDU INDOOR UNIT (VRF) IN INCH(ES) INPLV INTEGRATED PART LOAD VALUE KE KITCHEN EXHAUST DUCT 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 ODU OUTDOOR UNIT (VRF) 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 TA TRANSFER AIR TCP TEMPERATURE CONTROL PANEL TD TRANSFER DUCT TDH TOTAL DYNAMIC HEAD TE TOILET EXHAUST DUCT 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 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 N.T.S 6/14/2024 2:08:07 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M0.0 MECHANICAL SYMBOLS,NOTES AND ABBREVIATIONS 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 R2-M9.003 MECHANICAL DETAILS X R2-M9.002 MECHANICAL DETAILS X R2-M9.001 MECHANICAL DETAILS X R2-M6.005 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R2-M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R2-M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R2-M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R2-M6.001 REFRIGERANT PIPING SCHEMATIC DIAGRAM X R2-M4.116 REFRIGERANT PIPING PLAN - ROOF X R2-M4.115 REFRIGERANT PIPING PLAN - LEVEL 15 X R2-M4.108 REFRIGERANT PIPING PLAN - LEVEL 08 - LEVEL 14 X R2-M4.107 REFRIGERANT PIPING PLAN - LEVEL 07 X R2-M4.106 REFRIGERANT PIPING PLAN - LEVEL 06 X R2-M4.105 REFRIGERANT PIPING PLAN - LEVEL 05 X R2-M4.102 REFRIGERANT PIPING PLAN - LEVEL 02 X R2-M4.101 REFRIGERANT PIPING PLAN - LEVEL 01 X R2-M3.115 HVAC ZONING PLAN - LEVEL 15 X R2-M3.108 HVAC ZONING PLAN - LEVEL 08 - LEVEL 14 X R2-M3.107 HVAC ZONING PLAN - LEVEL 07 X R2-M3.106 HVAC ZONING PLAN - LEVEL 06 X R2-M3.101 HVAC ZONING PLAN - LEVEL 01 X R2-M2.115 MECHANICAL DUCTWORK PLAN - LEVEL 15 X R2-M2.108 MECHANICAL DUCTWORK PLAN - LEVEL 08 - LEVEL 14 X R2-M2.107 MECHANICAL DUCTWORK PLAN - LEVEL 07 X R2-M2.106 MECHANICAL DUCTWORK PLAN - LEVEL 06 X R2-M2.101 MECHANICAL DUCTWORK PLAN - LEVEL 01G X R2-M0.7 ENERGY CALCULATIONS X R2-M0.6 ENERGY CALCULATIONS X R2-M0.5 ENERGY CALCULATIONS X R2-M0.4 MECHANICAL SCHEDULES X R2-M0.3 MECHANICAL SCHEDULES X R2-M0.2 MECHANICAL SCHEDULES X R2-M0.1 BASIS OF DESIGN AND GENERAL NOTES X R2-M0.0 MECHANICAL SYMBOLS,NOTES AND ABBREVIATIONS X SHEET NUMBER SHEET NAME IS S U E F O R P L A N C H E C K 0 6 . 1 7 . 2 0 2 4 PROJECT No. 228011.04 MECHANICAL DRAWING LIST 3RD & BROADWAY RESIDENTIAL TOWER 2 06.13.2022 ISSUE FOR PLAN CHECK 1 08.10.2022 REISSUE FOR PLAN CHECK 2 06.17.2024 REVISION TO PERMIT 1/15/2025 Revision to 40136842 (issued on 12/1/2023) Rev #40139372 APPROVALS: MECH - CSG © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 6/12/2024 7:41:07 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M0.1 BASIS OF DESIGN AND GENERAL NOTES 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 MECHANICAL BASIS OF DESIGNGENERAL NOTES 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. 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 (TITLE24 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 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. 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. CONTROLS 1. ALL MAJOR MECHANICAL EQUIPMENT SHALL INTEGRATE WITH THE BUILDING BAS TO MONITOR AND CONTROL OPERATION. N. 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. 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 6/12/2024 7:41:10 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M0.2 MECHANICAL SCHEDULES 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 4. PROVIDE SIGHT/LIGHT SHIELD ON ALL PLENUM RETURN DIFFUSERS. 3. COORDINATE BORDER STYLE WITH CEILING TYPE. SEE ARCH PLANS FOR ADDITIONAL INFORMATION. 2. PROVIDE DUCT MOUNTED BALANCING DAMPERS AT ALL REGISTERS, DIFFUSERS, AND GRILLES. 1. COLOR SELECTION BY ARCHITECT. NOTE: E TITUS PAR RETURN AIR SQUARE DIFFUSERS SEE PLANS 24"x24" FULL FACE 22" x 22" - UP TO 2353 CFM NC-34 STEEL SEE BELOW D TITUS PAR EXHAUST AIR SQUARE DIFFUSERS SEE PLANS 12"x12" FULL FACE 6"X6" NECK UP TO 175 CFM, 10"X10" NECK UP TO 486 CFM 700 STEEL SEE BELOW C TITUS 350-RL SURFACE MOUNT RETURN GRILLE, 45° DEFLECTION, 3/4" SPACING SEE PLANS SEE PLANS SEE PLANS 700 Al SEE BELOW B TITUS OMNI SQUARE FLAT PLAQUE CEILING SUPPLY 4-WAY DIFFUSER, LAY-IN SEE PLAN FOR NECK SIZE SEE PLANS 24"x24" FULL FACE 6"=78-140 CFM, 8"=141-244 CFM, 10"=218-382 CFM, 12"=314-550 CFM, 14"=551-748 CFM 700 STEEL SEE BELOW A TITUS 300-RL DUCT OR SURFACE MOUNT SUPPLY GRILLE, 3/4" SPACING, DOUBLE- DEFLECTION SEE PLANS SEE PLANS SEE PLANS 700 STEEL SEE BELOW TAG MANUFACTURER MODEL DESCRIPTION CFM SIZE / LENGTH NECK SIZE CORE VELOCITY / NOISE CRITERIA MATERIAL REMARKS DIFFUSER & GRILLE SCHEDULE 2. ENERGY STAR RATED 1. PROVIDE BACK DRAFT DAMPER NOTES: EF-15-2 15TH FLR JANITOR JANITOR 100 0.25 1056 CEILING FAN W/ GRILLE 18 115 1 60 GREENHECK SP-A125 1,2 EF-15-1 15TH FLR TOILET TOILET 300 0.3 1198 INLINE 55 115 1 60 GREENHECK CSP-A390-VG 1,2 EF-7-2 7TH FLOOR JANITOR JANITOR 100 0.3 894 CEILING FAN W/ GRILLE 7 115 1 60 GREENHECK SP-LP0810W 1,2 EF-7-1 7TH FLOOR TOILETS TOILET 450 0.5 1550 INLINE 0.1 1/8 115 1 60 GREENHECK SQ-95 1,2 EF-6-2 6th FLOOR JANITOR JANITOR 100 0.3 894 CEILING FAN W/ GRILLE 7 115 1 60 GREENHECK SP-LP0810W 1,2 EF-6-1 6TH FLOOR TOILETS TOILET 600 0.5 1458 INLINE 0.16 1/4 115 1 60 GREENHECK SQ-99-VG 1,2 EF-1 RESIDENTIAL TOILETS TOILET 50 0.1 850 CEILING FAN W/ GRILLE 0.01 14 115 1 60 GREENHECK SP-A70 1,2 RPM BHP WATTS HP VOLT PH HZ TAG NO. LOCATION SERVICE CFM S.P. IN. WG FAN DATA FAN TYPE MOTOR DATA MANUFACTURER MODEL # REMARKS FAN SCHEDULE BCC-15B-02 LEVEL 15 ACCU-R15B LG PRHR023A 208 1 60 0.1 BCC-15B-01 LEVEL 15 ACCU-R15B LG PRHR063A 208 1 60 0.2 BCC-15A-02 LEVEL 15 ACCU-R15A LG PRHR033A 208 1 60 0.15 BCC-15A-01 LEVEL 15 ACCU-R15A LG PRHR043A 208 1 60 0.2 BCC-14B-02 LEVEL 14 ACCU-R14B LG PRHR083A 208 1 60 0.2 BCC-14B-01 LEVEL 14 ACCU-R14B LG PRHR083A 208 1 60 0.2 BCC-14A-02 LEVEL 14 ACCU-R14A LG PRHR033A 208 1 60 0.15 BCC-14A-01 LEVEL 14 ACCU-R14A LG PRHR083A 208 1 60 0.2 BCC-13B-02 LEVEL 13 ACCU-R13B LG PRHR083A 208 1 60 0.2 BCC-13B-01 LEVEL 13 ACCU-R13B LG PRHR083A 208 1 60 0.2 BCC-13A-02 LEVEL 13 ACCU-R13A LG PRHR033A 208 1 60 0.15 BCC-13A-01 LEVEL 13 ACCU-R13A LG PRHR083A 208 1 60 0.2 BCC-12B-02 LEVEL 12 ACCU-R12B LG PRHR083A 208 1 60 0.2 BCC-12B-01 LEVEL 12 ACCU-R12B LG PRHR083A 208 1 60 0.2 BCC-12A-02 LEVEL 12 ACCU-R12A LG PRHR033A 208 1 60 0.15 BCC-12A-01 LEVEL 12 ACCU-R12A LG PRHR083A 208 1 60 0.2 BCC-11B-02 LEVEL 11 ACCU-R11B LG PRHR083A 208 1 60 0.2 BCC-11B-01 LEVEL 11 ACCU-R11B LG PRHR083A 208 1 60 0.2 BCC-11A-02 LEVEL 11 ACCU-R11A LG PRHR033A 208 1 60 0.15 BCC-11A-01 LEVEL 11 ACCU-R11A LG PRHR083A 208 1 60 0.2 BCC-10B-02 LEVEL 10 ACCU-R10B LG PRHR083A 208 1 60 0.2 BCC-10B-01 LEVEL 10 ACCU-R10B LG PRHR083A 208 1 60 0.2 BCC-10A-02 LEVEL 10 ACCU-R10A LG PRHR033A 208 1 60 0.15 BCC-10A-01 LEVEL 10 ACCU-R10A LG PRHR083A 208 1 60 0.2 BCC-9B-02 LEVEL 9 ACCU-R09B LG PRHR083A 208 1 60 0.2 BCC-9B-01 LEVEL 9 ACCU-R09B LG PRHR083A 208 1 60 0.2 BCC-9A-02 LEVEL 9 ACCU-R09A LG PRHR033A 208 1 60 0.15 BCC-9A-01 LEVEL 9 ACCU-R09A LG PRHR083A 208 1 60 0.2 BCC-8B-02 LEVEL 8 ACCU-R08B LG PRHR083A 208 1 60 0.2 BCC-8B-01 LEVEL 8 ACCU-R08B LG PRHR083A 208 1 60 0.2 BCC-8A-02 LEVEL 8 ACCU-R08A LG PRHR033A 208 1 60 0.15 BCC-8A-01 LEVEL 8 ACCU-R08A LG PRHR083A 208 1 60 0.2 BCC-7B-02 LEVEL 7 ACCU-R07B LG PRHR083A 208 1 60 0.2 BCC-7B-01 LEVEL 7 ACCU-R07B LG PRHR063A 208 1 60 0.2 BCC-7A-02 LEVEL 7 ACCU-R07A LG PRHR063A 208 1 60 0.2 BCC-7A-01 LEVEL 7 ACCU-R07A LG PRHR083A 208 1 60 0.2 BCC-6-02 LEVEL 6 ACCU-R06 LG PRHR043A 208 1 60 0.2 BCC-6-01 LEVEL 6 ACCU-R06 LG PRHR063A 208 1 60 0.2 BCC-3C-01 LEVEL 1 ACCU-R03C LG PRHR023A 208 1 60 0.1 BCC-1-01 LEVEL 1 ACCU-R01 LG PRHR063A 208 1 60 0.2 VOLTS PH FREQUENCY (Hz)RATED AMPS (A) TAG LOCATION OF BCC COND UNIT TAG MANUFACTURER MODEL NUMBER ELECTRICAL CORE & SHELL - VRF BRANCH CIRCUIT CONTROLLER SCHEDULE (FOR REFRENCE ONLY) ACCU R15B LG ARUM192DTE5 ROOF 192000 191730 25.9 216000 227316 3.8 R410A 460 3 60 35.7 50 ACCU R15A LG ARUM192DTE5 ROOF 192000 195143 25.9 216000 234250 3.8 R410A 460 3 60 35.7 50 ACCU R14B LG ARUM192DTE5 ROOF 192000 190692 25.9 216000 227316 3.8 R410A 460 3 60 35.7 50 ACCU R14A LG ARUM144DTE5 ROOF 144000 140480 28.6 162000 169089 3.8 R410A 460 3 60 26.4 35 ACCU R13B LG ARUM192DTE5 ROOF 192000 189775 25.9 216000 227316 3.8 R410A 460 3 60 35.7 50 ACCU R13A LG ARUM144DTE5 ROOF 144000 139796 28.6 162000 169089 3.8 R410A 460 3 60 26.4 35 ACCU R12B LG ARUM192DTE5 ROOF 192000 188859 25.9 216000 227316 3.8 R410A 460 3 60 35.7 50 ACCU R12A LG ARUM144DTE5 ROOF 144000 139113 28.6 162000 169089 3.8 R410A 460 3 60 26.4 35 ACCU R11B LG ARUM192DTE5 ROOF 192000 187942 25.9 216000 227316 3.8 R410A 460 3 60 35.7 50 ACCU R11A LG ARUM144DTE5 ROOF 144000 138429 28.6 162000 169089 3.8 R410A 460 3 60 26.4 35 ACCU R10B LG ARUM192DTE5 ROOF 192000 187026 25.9 216000 227316 3.8 R410A 460 3 60 35.7 50 ACCU R10A LG ARUM144DTE5 ROOF 144000 137746 28.6 162000 169089 3.8 R410A 460 3 60 26.4 35 ACCU R09B LG ARUM192DTE5 ROOF 192000 186109 25.9 216000 227316 3.8 R410A 460 3 60 35.7 50 ACCU R09A LG ARUM144DTE5 ROOF 144000 137062 28.6 162000 169089 3.8 R410A 460 3 60 26.4 35 ACCU R08B LG ARUM192DTE5 LEVEL 06 192000 185193 25.9 216000 227316 3.8 R410A 460 3 60 35.7 50 ACCU R08A LG ARUM144DTE5 LEVEL 06 144000 136379 28.6 162000 169089 3.8 R410A 460 3 60 26.4 35 ACCU R07B LG ARUM168DTE5 LEVEL 5 168000 162354 25.4 189000 200887 3.6 R410A 460 3 60 28.4 35 ACCU R07A LG ARUM288DTE5 LEVEL 5 288000 256400 22.0 324000 326680 3.6 R410A 460 3 60 16.4+35.7 25+50 ACCU R06 LG ARUM241DTE5 LEVEL 5 233100 188210 22.5 243000 208579 3.4 R410A 460 3 60 41.4 50 ACCU R03C LG ARUM072DTE5 LEVEL 2 72000 60212 28.4 81000 68470 3.8 R410A 460 3 60 12.8 20 ACCU R01 LG ARUM168DTE5 LEVEL 2 168000 133545 25.4 189000 159763 3.6 R410A 460 3 60 28.4 35 NOM. CAP. (TONS) CORRECTED CAP. (TONS) IEER NOM. CAP. (KBH) CORRECTED CAP. (TONS) COP (HSPF) VOLTS PH Hz MCA (A) MOP (A) TAG # MANUFACTURER MODEL NUMBER LOCATION COOLING HEATING REFRIG TYPE ELECTRICAL CORE AND SHELL - VRF CONDENSING UNIT SCHEDULE (FOR REFERENCE ONLY) 2 2 06.13.2022 ISSUE FOR PLAN CHECK 1 08.10.2022 REISSUE FOR PLAN CHECK 2 06.17.2024 REVISION TO PERMIT 1/15/2025 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 6/12/2024 7:41:13 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M0.3 MECHANICAL SCHEDULES 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 ACCU-R10A IDU-L10-R21 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R10A IDU-L10-R20 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R10A IDU-L10-R19 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R18 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R17 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R16 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R15 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R14B ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R14A ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R13 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R12 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R11 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R10 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R09 ARNU183MAA4 DUCT MIDDLE STATIC 1 19100 13900 21500 16455 12339 21456 75.0 62.5 70.0 635/530/424 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R08 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10B IDU-L10-R07 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R10A IDU-L10-R06 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R10A IDU-L10-R05 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10A IDU-L10-R04 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10A IDU-L10-R03 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10A IDU-L10-R02 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R10A IDU-L10-R01B ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R10A IDU-L10-R01A ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R10B IDU-L10-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R10B LEVEL 10 IDU-L10-C01 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R21 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R20 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R19 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R18 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R17 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R16 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R15 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R14B ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R14A ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R13 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R12 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R11 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R10 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R09 ARNU183MAA4 DUCT MIDDLE STATIC 1 19100 13900 21500 16455 12339 21456 75.0 62.5 70.0 635/530/424 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R08 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09B IDU-L09-R07 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R06 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R05 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R04 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R03 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R02 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R09A IDU-L09-R01B ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R09A IDU-L09-R01A ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R09B IDU-L09-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R09B LEVEL 9 IDU-L09-C01 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R21 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R20 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R19 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R18 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R17 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R16 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R15 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R14B ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R14A ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R13 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R12 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R11 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R10 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R09 ARNU183MAA4 DUCT MIDDLE STATIC 1 19100 13900 21500 16455 12339 21456 75.0 62.5 70.0 635/530/424 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R08 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08B IDU-L08-R07 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R06 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R05 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R04 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R03 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R02 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R08A IDU-L08-R01B ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R08A IDU-L08-R01A ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R08B IDU-L08-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R08B LEVEL 8 IDU-L08-C01 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07A IDU-L07-R14 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-R13 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-R12B ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R07B IDU-L07-R12A ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R07B IDU-L07-R11 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-R10 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-R09 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-R08 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-R07 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-R06 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07A IDU-L07-R05 ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R07A IDU-L07-R04 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07A IDU-L07-R03 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07A IDU-L07-R02 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07A IDU-L07-R01B ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R07A IDU-L07-R01A ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R07B IDU-L07-C01 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-A04 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R07B IDU-L07-A03 ARNU073MAA4 DUCT MIDDLE STATIC 1 7500 5800 8500 6497 5092 8482 75.0 62.5 70.0 283/247/212 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R07A IDU-L07-A02B ARNU763B8A4 DUCT HIGH STATIC 1 76400 53500 86000 65863 47537 85822 75.0 62.5 70.0 2260/1766/1766 3/8 3/4 208~230V 1Ph 60Hz 5.2 ACCU-R07A IDU-L07-A02A ARNU763B8A4 DUCT HIGH STATIC 1 76400 53500 86000 65863 47537 85822 75.0 62.5 70.0 2260/1766/1766 3/8 3/4 208~230V 1Ph 60Hz 5.2 ACCU-R07A LEVEL 7 IDU-L07-A01 ARNU763B8A4 DUCT HIGH STATIC 1 76400 53500 86000 65863 47537 85822 75.0 62.5 70.0 2260/1766/1766 3/8 3/4 208~230V 1Ph 60Hz 5.2 IDU-L06-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 IDU-L06-C01 ARNU153TQD4 CASSETTE 4WAY 1 15400 11100 17100 13300 9831 17065 75.0 62.5 70.0 388/353/328 1/4 1/2 208~230V 1Ph 60Hz 0.2 IDU-L06-05 ARNU543B8A4 DUCT MIDDLE STATIC 1 54000 42100 61400 46439 37094 61273 75.0 62.5 70.0 1744/1614/1482 3/8 5/8 208~230V 1Ph 60Hz 2.5 IDU-L06-04 ARNU763B8A4 DUCT HIGH STATIC 1 76400 53500 86000 65863 47537 85822 75.0 62.5 70.0 2260/1766/1766 3/8 3/4 208~230V 1Ph 60Hz 5.2 IDU-L06-03 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 IDU-L06-02 ARNU153MAA4 DUCT MIDDLE STATIC 1 15400 12000 17100 13256 10595 17065 75.0 62.5 70.0 530/424/388 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R06 LEVEL 6 IDU-L06-01 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 IDU-L01-05 ARNU053TRD4 CASSETTE 4WAY 1 5500 3900 6100 4796 3427 6087 75.0 62.5 70.0 265/247/212 1/4 1/2 208~230V 1Ph 60Hz 0.2 IDU-L01-04 ARNU363M2A4 DUCT MIDDLE STATIC 1 36200 26800 40600 31199 23634 40516 75.0 62.5 70.0 1031/845/676 3/8 5/8 208~230V 1Ph 60Hz 2.3ACCU-R01 IDU-L01-03 ARNU963B8A4 DUCT HIGH STATIC 1 95900 67100 107500 82605 59673 107278 75.0 62.5 70.0 2542/2260/2260 3/8 7/8 208~230V 1Ph 60Hz 5.2 IDU-L01-02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3ACCU-R03C LEVEL 1 IDU-L01-01 ARNU543B8A4 DUCT MIDDLE STATIC 1 54000 42100 61400 46439 37094 61273 75.0 62.5 70.0 1744/1614/1482 3/8 5/8 208~230V 1Ph 60Hz 2.5 Total Cooling Sensible Cooling Heating Total Cooling Sensible Cooling Heating Cooling DBT Cooling WBT Heating DBT Liquid Gas Volts Phase Hz RLA (A) Condensing Unit Location of IDU IDU-Tag Model Name Type Quantity Nominal Capacity(BTU/h) Corrected CapacityBTU/h) Room Design Temp.(Return Air Temp.)(°F)Air flow rate (CFM) Piping Connections(inch)Power Supply VRF INDOOR UNIT SCHEDULE 2 2 06.13.2022 ISSUE FOR PLAN CHECK 1 08.10.2022 REISSUE FOR PLAN CHECK 2 06.17.2024 REVISION TO PERMIT 1/15/2025 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 6/12/2024 7:41:17 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M0.4 MECHANICAL SCHEDULES 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 ACCU-R15A IDU-L15-R10 ARNU363M2A4 DUCT MIDDLE STATIC 1 36200 26800 40600 31199 23634 40516 75.0 62.5 70.0 1031/845/676 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R15A IDU-L15-R09 ARNU543B8A4 DUCT MIDDLE STATIC 1 54000 42100 61400 46439 37094 61273 75.0 62.5 70.0 1744/1614/1482 3/8 5/8 208~230V 1Ph 60Hz 2.5 ACCU-R15B IDU-L15-R08 ARNU153MAA4 DUCT MIDDLE STATIC 1 15400 12000 17100 13256 10595 17065 75.0 62.5 70.0 530/424/388 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R15B IDU-L15-R07 ARNU483M3A4 DUCT MIDDLE STATIC 1 48100 36100 54200 41431 31914 54088 75.0 62.5 70.0 1482/1191/918 3/8 5/8 208~230V 1Ph 60Hz 2.5 ACCU-R15B IDU-L15-R06 ARNU363M2A4 DUCT MIDDLE STATIC 1 36200 26800 40600 31199 23634 40516 75.0 62.5 70.0 1031/845/676 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R15B IDU-L15-R05 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R15B IDU-L15-R04 ARNU363M2A4 DUCT MIDDLE STATIC 1 36200 26800 40600 31199 23634 40516 75.0 62.5 70.0 1031/845/676 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R15A IDU-L15-R03 ARNU363M2A4 DUCT MIDDLE STATIC 1 36200 26800 40600 31199 23634 40516 75.0 62.5 70.0 1031/845/676 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R15A IDU-L15-R02 ARNU363M2A4 DUCT MIDDLE STATIC 1 36200 26800 40600 31199 23634 40516 75.0 62.5 70.0 1031/845/676 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R15A IDU-L15-R01B ARNU423M2A4 DUCT MIDDLE STATIC 1 42000 31100 47000 36131 27449 46903 75.0 62.5 70.0 1260/1076/888 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R15A IDU-L15-R01A ARNU423M2A4 DUCT MIDDLE STATIC 1 42000 31100 47000 36131 27449 46903 75.0 62.5 70.0 1260/1076/888 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R15B IDU-L15-C02B ARNU363TAA4 DUALVANE CST 4WAY 1 36200 26800 40600 31199 23634 40516 75.0 62.5 70.0 988/838/735 3/8 5/8 208~230V 1Ph 60Hz 1.67 ACCU-R15B IDU-L15-C02A ARNU363TAA4 DUALVANE CST 4WAY 1 36200 26800 40600 31199 23634 40516 75.0 62.5 70.0 988/838/735 3/8 5/8 208~230V 1Ph 60Hz 1.67 ACCU-R15B LEVEL 15 IDU-L15-C01 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R14A IDU-L14-R21 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R14A IDU-L14-R20 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R14A IDU-L14-R19 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R18 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R17 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R16 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R15 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R14B ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R14A ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R13 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R12 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R11 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R10 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R09 ARNU183MAA4 DUCT MIDDLE STATIC 1 19100 13900 21500 16455 12339 21456 75.0 62.5 70.0 635/530/424 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R08 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14B IDU-L14-R07 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R14A IDU-L14-R06 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R14A IDU-L14-R05 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14A IDU-L14-R04 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14A IDU-L14-R03 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14A IDU-L14-R02 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R14A IDU-L14-R01B ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R14A IDU-L14-R01A ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R14B IDU-L14-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R14B LEVEL 14 IDU-L14-C01 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R21 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R20 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R19 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R18 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R17 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R16 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R15 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R14B ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R14A ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R13 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R12 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R11 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R10 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R09 ARNU183MAA4 DUCT MIDDLE STATIC 1 19100 13900 21500 16455 12339 21456 75.0 62.5 70.0 635/530/424 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R08 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13B IDU-L13-R07 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R06 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R05 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R04 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R03 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R02 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R13A IDU-L13-R01B ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R13A IDU-L13-R01A ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R13B IDU-L13-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R13B LEVEL 13 IDU-L13-C01 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R21 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R20 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R19 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R18 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R17 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R16 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R15 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R14B ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R14A ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R13 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R12 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R11 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R10 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R09 ARNU183MAA4 DUCT MIDDLE STATIC 1 19100 13900 21500 16455 12339 21456 75.0 62.5 70.0 635/530/424 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R08 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12B IDU-L12-R07 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R06 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R05 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R04 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R03 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R02 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R12A IDU-L12-R01B ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R12A IDU-L12-R01A ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R12B IDU-L12-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R12B LEVEL 12 IDU-L12-C01 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R21 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R20 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R19 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R18 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R17 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R16 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R15 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R14B ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R14A ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R13 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R12 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R11 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R10 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R09 ARNU183MAA4 DUCT MIDDLE STATIC 1 19100 13900 21500 16455 12339 21456 75.0 62.5 70.0 635/530/424 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R08 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11B IDU-L11-R07 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R06 ARNU243MAA4 DUCT MIDDLE STATIC 1 24200 17700 27300 20873 15634 27244 75.0 62.5 70.0 706/547/459 3/8 5/8 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R05 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R04 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R03 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R02 ARNU093MAA4 DUCT MIDDLE STATIC 1 9600 7600 10900 8239 6665 10877 75.0 62.5 70.0 353/318/283 1/4 1/2 208~230V 1Ph 60Hz 1.9 ACCU-R11A IDU-L11-R01B ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R11A IDU-L11-R01A ARNU283M2A4 DUCT MIDDLE STATIC 1 28000 20700 31500 24135 18311 31435 75.0 62.5 70.0 845/676/528 3/8 5/8 208~230V 1Ph 60Hz 2.3 ACCU-R11B IDU-L11-C02 ARNU183TSA4 CASSETTE 2WAY 1 19100 13600 21500 16428 11812 21456 75.0 62.5 70.0 417/381/350 1/4 1/2 208~230V 1Ph 60Hz 0.3 ACCU-R11B LEVEL 11 IDU-L11-C01 ARNU123MAA4 DUCT MIDDLE STATIC 1 12300 9600 13600 10599 8481 13572 75.0 62.5 70.0 494/424/353 1/4 1/2 208~230V 1Ph 60Hz 1.9 Total Cooling Sensible Cooling Heating Total Cooling Sensible Cooling Heating Cooling DBT Cooling WBT Heating DBT Liquid Gas Volts Phase Hz RLA (A) Condensing Unit Location of IDU IDU-Tag Model Name Type Quantity Nominal Capacity(BTU/h) Corrected CapacityBTU/h) Room Design Temp.(Return Air Temp.)(°F)Air flow rate (CFM) Piping Connections(inch)Power Supply VRF INDOOR UNIT SCHEDULE 1 1 1 06.17.2024 REVISION TO PERMIT 1/15/2025 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 10/4/2024 2:11:34 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M0.5 ENERGY CALCULATIONS 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 2 10.04.2024 REVISION TO PERMIT REVIEW 2 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E This document is used to demonstrate compliance for mechanical systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in §140.4, or §141.0(b)2  for alterations. Project Name: 3rd & Broadway West Building Report Page: (Page 1 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 A. GENERAL INFORMATION 01 Project Location (city)Santa Ana 04 Total Conditioned Floor Area 176200 02 Climate Zone 8 05 Total Unconditioned Floor Area 205000 03 Occupancy Types Within Project:06 # of Stories (Habitable Above Grade)10 Office (B)Retail (M)Non-refrigerated Warehouse (S) Hotel/ Motel Guest Rooms (R-1)School (E)Healthcare Facility (I) High-Rise Residential (R-2/R-3)Relocatable Class Bldg (E)Other (Write In) B. PROJECT SCOPE This table Includes mechanical systems or components that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in §140.4, or §141.0(b)2  for alterations. 01 02 03 Air System(s)Wet System Components Dry System Components Heating Air System Water Economizer Air Economizer Cooling Air System Pumps Electric Resistance Heat Mechanical Controls System Piping Fan Systems Mechanical Controls (existing to remain, altered or new)Cooling Towers Ductwork (existing to remain, altered or new) Chillers Ventilation Boilers Zonal Systems/ Terminal Boxes STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 3 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS) This table is used to demonstrate compliance for mechanical equipment with mandatory requirements found in §110.1  and §110.2(a)  and prescriptive requirements found in §140.4(a), §140.4(b)  and §140.4(k)  or §141.0(b)2  for alterations. Dry System Equipment Sizing (includes air conditioners, condensers, heat pumps, VRF, furnaces and unit heaters) 01 02 03 04 05 06 07 08 09 10 11 Name or Item Tag Equipment Category per Tables 110.2 Equipment Type per Tables 110.2 / Title 20 Smallest Size Available1 §140.4(a)  Equipment Sizing per Mechanical Schedule (kBtu/h) §140.4 (a&b) Heating Output2,3 Cooling Output2,3 Load Calculations3,4 Per Design (kBtu/h) Rated (kBtu/h) Supp. Heating Output (kBtu/h) Sensible Per Design (kBtu/h) Rated (kBtu/h) Total Heating Load (kBtu/h) Total Sensible Cooling Load (kBtu/h) ACCU-R01 Variable Refrigerant Flow VRF heat pump, air cooled Yes 189 189 0 168 168 88.3 159.6 ACCU-R03C Variable Refrigerant Flow VRF heat pump, air cooled Yes 81 81 0 72 72 32.8 55.9 ACCU-R07A Variable Refrigerant Flow VRF heat pump, air cooled Yes 216 216 0 192 192 75.9 76.5 ACCU-R07B Variable Refrigerant Flow VRF heat pump, air cooled Yes 162 162 0 216 216 120.9 137.1 ACCU-R08A THRU ACCU-R14A (TYP.) Variable Refrigerant Flow VRF heat pump, air cooled Yes 162 162 0 144 144 100.4 134 ACCU-R08B THRU ACCU-R14B (TYP.) Variable Refrigerant Flow VRF heat pump, air cooled Yes 216 216 0 192 192 135.4 161.1 ACCU-R15A & 15B Variable Refrigerant Flow VRF heat pump, air cooled Yes 216 216 0 192 192 129.6 191.8 1FOOTNOTES: Equipment shall be the smallest size, within the available options of the desired equipment line, necessary to meet the design heating and cooling loads of the building per §140.4(a). Healthcare facilities are excepted. 2It is common practice to show rated output capacity on the equipment schedule. Sensible cooling output comes from specification sheet tables. 3 If equipment is heating only, leave cooling output and load blank. If equipment is cooling only, leave heating output and load blank. STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 4 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS) Dry System Equipment Sizing (includes air conditioners, condensers, heat pumps, VRF, furnaces and unit heaters) 01 02 03 04 05 06 07 08 09 10 11 4 Authority Having Jurisdiction may ask for load calculations used for compliance per §140.4(b). Dry System Equipment Efficiency (other than Package Terminal Air Conditioners (PTAC) and Package Terminal Heat Pumps (PTHP)) 01 02 03 04 05 06 07 08 09 Name or Item Tag Size Category (Btu/h) Heating Mode Cooling Mode Rating Condition ( °F) Efficiency Unit Minimum Efficiency Required per Tables 110.2 / Title 20 Design Efficiency Efficiency Unit Minimum Efficiency Required per Tables 110.2 / Title 20 Design Efficiency ACCU-R01 >=135,000 and <240,000 47 °Fdb/ 43 °Fwb OSA HSPF 3.2 3.2 EER IEER 10.6 13.9 11.1 21.9 ACCU-R03C >=65,000 and <135,000 47 °Fdb/ 43 °Fwb OSA HSPF 3.3 3.48 EER IEER 11 14.6 13 23.6 ACCU-R07A >=135,000 and <240,000 47 °Fdb/ 43 °Fwb OSA HSPF 3.2 3.53 EER IEER 10.6 13.9 11 23 ACCU-R07B >=135,000 and <240,000 47 °Fdb/ 43 °Fwb OSA HSPF 3.2 3.53 EER IEER 10.6 13.9 11.1 21.9 ACCU-R08A THRU ACCU-R14A (TYP.) >=135,000 and <240,000 47 °Fdb/ 43 °Fwb OSA HSPF 3.2 3.84 EER IEER 10.6 13.9 12.1 23 ACCU-R08B THRU ACCU-R14B (TYP.) >=135,000 and <240,000 47 °Fdb/ 43 °Fwb OSA HSPF 3.2 3.75 EER IEER 10.6 13.9 11 23 ACCU-R15A & 15B >=135,000 and <240,000 47 °Fdb/ 43 °Fwb OSA HSPF 3.2 3.75 EER IEER 10.6 13.9 11 23 STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 5 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 G. PUMPS This section does not apply to this project. H. FAN SYSTEMS & AIR ECONOMIZERS This section does not apply to this project. I. SYSTEM CONTROLS This table is used to demonstrate compliance with mandatory controls in §110.2  and §120.2  and prescriptive controls in §140.4(f)  and (n) or requirements in §141.0(b)2E  for altered space conditioning systems. 01 02 03 04 05 06 07 08 09 System Name System Zoning Conditioned Floor Area Being Served (ft2) Thermostats §110.2(b)  & (c)1, §120.2(a)or §141.0(b)2E  Shut-Off Controls §120.2(e)  Isolation Zone Controls §120.2(g)  Demand Response §110.12  and §120.2(b)  Supply Air Temp. Reset §140.4(f)  Window Interlocks per §140.4(n)  IDU-LXX-RXXX (VRF INDOOR UNITS -DWELLING UNITS) Single zone <= 25,000 ft2 Setback NA: HRR dwelling unit NA: Single Zone DR Tstat per §110.12 NA: Single Zone NA: HRR dwelling unit IDU-LXX-CXX (VRF INDOOR UNITS FOR RESIDENTIAL CORRIODORS FLR 7-15) Single zone <= 25,000 ft2 Setback NA: HRR dwelling unit NA: Single Zone DR Tstat per §110.12 NA: Single Zone NA: HRR dwelling unit IDU-L07-AXXX (VRF INDOOR UNITS OF AMENITY SPACES ON 7TH FLR) Single zone <= 25,000 ft2 Setback Occ. Sensor Occ. Sensor DR Tstat per §110.12 NA: Single Zone NA: No operable windows IDU-L06-XX (VRF INDOOR UNITS OF AMENITY SPACES ON 6TH FLR) Single zone <= 25,000 ft2 Setback Occ. Sensor Occ. Sensor DR Tstat per §110.12 NA: Single Zone NA: No operable windows IDU-L06-CXX (VRF INDOOR UNITS FOR 6TH FLR CORRIODORS) Single zone <= 25,000 ft2 Setback Occ. Sensor NA: Single Zone DR Tstat per §110.12 NA: Single Zone NA: No operable windows IDU-L01-XX (VRF INDOOR UNITS ON 1ST FLR)Single zone <= 25,000 ft2 Setback Occ. Sensor Occ. Sensor DR Tstat per §110.12 NA: Single Zone NA: No operable windows STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 7 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY 04 05 06 07 System Name ACCU-R01, IDU-L01-05 System Design OA CFM Airflow1 60 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 1 - Mail Room R01G17 Corridor 371 3 55.65 DCV NA: Not required per §120.1(d)3  Occ Sensor Provided per §120.1(d)5  17 Total System Required Min OA CFM 55.65 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R01, IDU-L01-03 System Design OA CFM Airflow1 535 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 1 - West Lobby R01H16 Lobbies 1070 5 535 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor Provided per §120.1(d)5  17 Total System Required Min OA CFM 535 18 Ventilation for this System Complies?Yes STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 8 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY 04 05 06 07 System Name ACCU-R03C, IDU-L01-01 System Design OA CFM Airflow1 480 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 1 - East Lobby R01H08 Lobbies 955 5 477.5 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor Provided per §120.1(d)5  17 Total System Required Min OA CFM 477.5 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R03C, IDU-L01-02 System Design OA CFM Airflow1 35 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 1 - Elevator Lobby R01H10 Corridor 232 1 34.8 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor Provided per §120.1(d)5  STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 9 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY 17 Total System Required Min OA CFM 34.8 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R06, IDU-L06-02 System Design OA CFM Airflow1 125 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 6 - Conference Room R06F15 Conference/ meeting 243 8 121.5 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor NA: System < 2kW demand + manual shutoff per §120.2(e)3  exception 17 Total System Required Min OA CFM 121.5 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R06, IDU-L06-01 System Design OA CFM Airflow1 125 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 2 of 26) Project Address: Date Prepared: 2024-09-27T16:57:22-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-09-27 13:57:29 C. COMPLIANCE RESULTS Table C will indicate if the project data input into the compliance document is compliant with mechanical requirements. This table is not editable by the user. If this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D., or the table indicated as not compliant for guidance. 01 AND 02 AND 03 AND 04 AND 05 AND 06 AND 07 AND 08 09 System Summary §110.1, §110.2, §140.4  Pumps §140.4(k)  Fans/ Economizers §140.4(c), §140.4(e)  System Controls §110.2, §120.2, §140.4(f)  Ventilation §120.1  Terminal Box Controls §140.4(d)  Distribution §120.3, §140.4(l)  Cooling Towers §110.2(e)2 Compliance Results (See Table F)(See Table G)(See Table H)(See Table I)(See Table J)(See Table K)(See Table L)(See Table M) Yes AND AND AND Yes AND Yes AND AND Yes AND COMPLIES Mandatory Measures Compliance (See Table Q for Details)COMPLIES D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. Table J indicates continuous ventilation is being used as an alternative to a balanced systems. However, Table J also indicates that both supply and exhaust fans are being used. Please verify the same ventilation type is being used in all dwelling units. E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. {General Remarks} This form is being submitted under Tenant Interior scope only. Only VRF Indoor units (IDU) are part of Tenant Interior scope. All the Condensing units listed on the form (ACCU) are under Core & Shell scope, submitted under Permit No. B-101107990, B-101107992 & B-101107993. For Core and shell NRCC compliance forms, refer to the Core & Shell Mechanical Drawings. STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 6 of 26) Project Address: Date Prepared: 2024-09-27T16:57:22-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-09-27 13:57:29 I. SYSTEM CONTROLS 1FOOTNOTES: Gravity gas wall heaters, gravity floor heaters, gravity room heaters, non-central electric heaters, fireplaces or decorative gas appliances, wood stoves are not required to have setback thermostats. *Notes: Controls with a * require a note in the space below explaining how compliance is achieved. EX: system 1: SA Temp Reset: Exempt because zones compliant with §140.4(d) ; EXCEPTION 1 to §140.4(f)  J. VENTILATION AND INDOOR AIR QUALITY This table is used to demonstrate compliance with mandatory ventilation requirements in §120.1  and §120.2(e)3B  for all nonresidential, high-rise residential and hotel/motel occupancies. For alterations, only ventialtion systems being altered within the scope of the permit application need to be documented in this table. In lieu of this table, the required outdoor ventilation rates and airflows may be shown on the plans or the calculations can be presented in a spreadsheet. 01 Check the box if the project is showing ventilation calculations on the plans, or attaching the calculations instead of completing this table. 02 Check this box if the project included Nonresidential or Hotel/Motel spaces Check this box if the project included new or altered high-rise residential dwelling units. 03 Check the box if the project is using natural ventilation in any nonresidential or hotel/motel spaces to meet required ventilation rates per §120.1(c)2. Nonresidential and Hotel/ Motel Ventilation Systems 04 05 06 07 System Name ACCU-R01, IDU-L01-04 System Design OA CFM Airflow1 45 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 1 - Leasing Office R01G16 Office space 300 3 45 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor Provided per §120.1(d)5  17 Total System Required Min OA CFM 45 18 Ventilation for this System Complies?Yes 1/15/2025 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 6/14/2024 1:40:46 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M0.6 ENERGY CALCULATIONS 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 10 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY Level 6 - Conference Room R06F16 Conference/ meeting 244 8 122 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor NA: System < 2kW demand + manual shutoff per §120.2(e)3  exception 17 Total System Required Min OA CFM 122 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R06, IDU-L06-04 System Design OA CFM Airflow1 450 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 6 - Game Room R06H16 Multipurpose assembly 900 20 450 DCV Provided per §120.1(d)4  Occ Sensor Provided per §120.1(d)5  17 Total System Required Min OA CFM 450 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R06, IDU-L06-05 System Design OA CFM Airflow1 480 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 11 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 6 - Multi Function Assembly R06G14 Multipurpose assembly 954 30 477 DCV Provided per §120.1(d)4  Occ Sensor Provided per §120.1(d)5  17 Total System Required Min OA CFM 477 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R06, IDU-L06-03 System Design OA CFM Airflow1 95 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 6 - Business center R06G16 Office space 630 6 94.5 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor Provided per §120.1(d)5  17 Total System Required Min OA CFM 94.5 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R06, IDU-L06-C01 & C02 System Design OA CFM Airflow1 245 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 12 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 6 - Corridor R06G16 Corridor 1382 5 207.3 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor NA: Not required space type 17 Total System Required Min OA CFM 207.3 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R07B, IDU-L07-A03 System Design OA CFM Airflow1 45 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 7 - Corridor R07H12 & R07J11A Corridor 300 2 45 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor NA: System < 2kW demand + manual shutoff per §120.2(e)3  exception 17 Total System Required Min OA CFM 45 18 Ventilation for this System Complies?Yes STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 13 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY 04 05 06 07 System Name ACCU-R07B, IDU-L07-A04 System Design OA CFM Airflow1 315 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 7 - Club House R07J11B Office space 1157 20 300 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor NA: Not required space type 17 Total System Required Min OA CFM 300 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R07A, IDU-L07-A01 System Design OA CFM Airflow1 235 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 7 - Yoga Studio R07H13 Gym/ sports arena (play area)470 10 235 235 235 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor Provided per §120.1(d)5  STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 14 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY 17 Total System Required Min OA CFM 235 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R07A, IDU-L07-A02A & A02B System Design OA CFM Airflow1 470 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 7 - Fitness Studio R07J13 Gym/ sports arena (play area)935 10 467.5 467.5 470 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor Provided per §120.1(d)5  17 Total System Required Min OA CFM 467.5 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R07A & B, IDU-L07-C01 & C02 System Design OA CFM Airflow1 255 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 15 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY Level 7 - Circulation R07G13 Corridor 1239 1 185.85 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor NA: Not required space type 17 Total System Required Min OA CFM 185.85 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R08A & B, IDU-L08-C01 & C02 (Typ. for Flr 8-14) System Design OA CFM Airflow1 255 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 08-14 Circulation Corridor 1362 1 204.3 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor NA: Not required space type 17 Total System Required Min OA CFM 204.3 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name ACCU-R15A & B, IDU-L15-C01,C02A & C02B System Design OA CFM Airflow1 320 System Design Transfer Air CFM 0 Air Filtration per §120.1(c)  and §141.0(b)2 2 Provided per §120.1(c)  (NR and Hotel/Motel)) 08 09 10 11 12 13 14 15 16 STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 16 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY Space Name ot item Tag Mechanical Ventilation Required per §120.1(c)3 3 Exh. Vent per §120.1(c)4  DCV or Sensor Controls per §120.1(d)3, §120.1(d)5, and §120.1(e)3 6Occupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Level 15 - Circulation Corridor 1700 2 255 DCV NA: Area < 150ft2 or design occupancy < 10 people Occ Sensor NA: Not required space type 17 Total System Required Min OA CFM 255 18 Ventilation for this System Complies?Yes 1 FOOTNOTES: System CFM should include both mechanical and natural ventilation for the zone/system 2 Air filtration requirements apply to the following three system types per §120.1(c)1A : space conditioning systems utilizing ducts to supply air to occupiable space; supply-only ventilation systems providing outside air to occupiable space; supply side of balanced ventilation systems including heat recovery and energy recovery ventilation systems providing outside air to occupiable space. 3 Uniform Mechanical Code may have more stringent ventilation requirements; the most stringent code requirement takes precedence. 4 See Standards Tables 120.1-A and 120.1-B. 5 For lecture halls with fixed seating, the expected number of occupants shall be shall be determined in accordance with the California Building Code. 6 §120.2(e)3  requires systems serving rooms that are required by §130.1(c)  to have lighting occupancy sensing controls to also have occupancy sensing zone controls for ventilation. Examples of spaces which require lighting occupancy sensors include offices 250ft2 or smaller, multipurpose rooms less than 1,000 ft2, classrooms, conference rooms, restrooms, aisles and open areas in warehouses, library book stack aisles, corridors, stairwells, parking garages, and loading and unloading zones, unless excepted by §130.1(c). High-rise Residential Dwelling Unit Ventilation Systems Check the box if the system is using continuous ventilation to meet the ventilation requirements per §120.1(b)2Aivb  19 20 21 22 23 24 25 26 27 Space Name or Item Tag Mechanical Ventilation Required per §120.1(b) Ventilation per Design Local Exhaust Air Filtration per §120.1(b) 3Conditioned Floor Area (ft2) # of Bedrooms # of Dwelling Units Required Min OA CFM1 Supply Air CFM Exhaust CFM STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 17 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY Studio Units ST_1 ( Flr 7 - 14) 480 0 1 21.9 355 50 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 Studio Units ST_1 Flr 15 480 0 1 21.9 530 50 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 1 Bed Room Units 1BR_1 ( Flr 7 - 14) 1047 1 1 46.41 675 50 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 1 Bed Room Units 1BR_2 ( Flr 7 - 14) 1054 1 1 46.62 705 50 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 2 Bed Room Units 2BR_1 (Flr 7) 1533 2 1 68.49 845 100 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 2 Bed Room Units 2BR_2 (Flr 7-14) 1041 2 1 53.73 1690 100 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 2 Bed Room Units 2BR_1 (Flr 15) 1494 2 1 67.32 1030 100 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 2 Bed Room Units 2BR_2 (Flr 15) 1038 2 1 53.64 2520 100 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 1 Bed Room Units 1BR_1 (Flr 15) 1446 1 1 58.38 1030 50 Bathroom IAQ Provided per §120.1(b) Bathroom IAQ and Vent. Kitchen Range Hood2 STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 18 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 J. VENTILATION AND INDOOR AIR QUALITY 28 Is this a balanced system4 29 Meeting Outside Air Requirements?Yes 1 FOOTNOTES: Uniform Mechanical Code may have more stringent ventilation requirements; the most stringent code requirement takes precedence. 2 Kitchen range hood will be verified per NA7.18.1 to confirm model is rated by HVI. 3 Air filtration requirements apply to the following three system types per §120.1(c)1A : space conditioning systems utilizing ducts to supply air to occupiable space; supply-only ventilation systems providing outside air to occupiable space; supply side of balanced ventilation systems including heat recovery and energy recovery ventilation systems providing outside air to occupiable space. 4 A balanced ventilation system provides ventilation airflow to each dwelling-unit at a rate equal to or greater than the required minimum rate, but not more than twenty percent. K. TERMINAL BOX CONTROLS This section does not apply to this project. L. DISTRIBUTION (DUCTWORK and PIPING) This table is used to show compliance with mandatory pipe insulation requirements found in §120.3  and prescriptive requirements found in §140.4(l)  for duct leakage testing. Duct Leakage Sealing The answers to the questions below apply to the following duct systems:SUPPLY & RETURN AIR DUCT - SA & RA Duct leakage testing triggered for these systems?No 11 No The scope of the project includes only duct systems serving healthcare facilities 12 Yes Duct system provides conditioned air to an occupiable space for a constant volume, single zone, space-conditioning system. 13 Yes The space conditioning system serves less than 5,000 ft2 of conditioned floor area. 14 No The combined surface area of the ducts in the following locations is more than 25% of the total surface area of the entire duct system: Outdoors In a space directly under a roof that has a U-factor greater than the u-factor of the ceiling, or if the roof does not meet the requirements of §140.3(a)1B  or if the roof has fixed vents or openings to the outside/ unconditioned spaces In an unconditioned crawl space In other unconditioned spaces 15 No The scope of the project includes extending an existing duct system, which is constructed, insulated or sealed with asbestos. 16 No The scope of the project includes an existing duct system that is documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in the Reference Nonresidential Appendix NA2. 17 Duct system shall be sealed in acordance with the California Mechanical Code 1/15/2025 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 6/14/2024 1:40:48 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M0.7 ENERGY CALCULATIONS 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 19 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 L. DISTRIBUTION (DUCTWORK and PIPING) The answers to the questions below apply to the following duct systems:EXHAUST DUCT - TE & EA Duct leakage testing triggered for these systems?No 11 No The scope of the project includes only duct systems serving healthcare facilities 12 No Duct system provides conditioned air to an occupiable space for a constant volume, single zone, space-conditioning system. 13 Yes The space conditioning system serves less than 5,000 ft2 of conditioned floor area. 14 No The combined surface area of the ducts in the following locations is more than 25% of the total surface area of the entire duct system: Outdoors In a space directly under a roof that has a U-factor greater than the u-factor of the ceiling, or if the roof does not meet the requirements of §140.3(a)1B  or if the roof has fixed vents or openings to the outside/ unconditioned spaces In an unconditioned crawl space In other unconditioned spaces 15 No The scope of the project includes extending an existing duct system, which is constructed, insulated or sealed with asbestos. 16 No The scope of the project includes an existing duct system that is documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in the Reference Nonresidential Appendix NA2. 17 Duct system shall be sealed in acordance with the California Mechanical Code M. COOLING TOWERS This section does not apply to this project. N. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION 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/ Form/Title NRCI-MCH-01-E - Must be submitted for all buildings STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 20 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 O. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE 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/NRCA/ Form/Title Systems/Spaces To Be Field Verified Studio Units ST_1 ( Flr 7 - 14); Studio Units ST_1 Flr 15; 1 Bed Room Units 1BR_1 ( Flr 7 - 14); 1 Bed Room Units 1BR_2 ( Flr 7 - 14); 2 Bed Room Units 2BR_1 (Flr 7); 2 Bed Room Units 2BR_2 (Flr 7-14); 2 Bed Room Units 2BR_1 (Flr 15); 2 Bed Room Units 2BR_2 (Flr 15); 1 Bed Room Units 1BR_1 (Flr 15); ACCU-R01, IDU-L01-04; ACCU-R01, IDU-L01-05; ACCU-R01, IDU-L01-03; ACCU-R03C, IDU-L01-01; ACCU-R03C, IDU-L01-02; ACCU-R06, IDU-L06-02; ACCU-R06, IDU-L06-01; ACCU-R06, IDU-L06-04; ACCU-R06, IDU-L06-05; ACCU-R06, IDU-L06-03; ACCU-R06, IDU-L06-C01 & C02; ACCU-R07B, IDU-L07-A03; ACCU-R07B, IDU-L07-A04; ACCU-R07A, IDU-L07-A01; ACCU-R07A, IDU-L07-A02A & A02B; ACCU-R07A & B, IDU-L07-C01 STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 21 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 O. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE 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/NRCA/ Form/Title Systems/Spaces To Be Field Verified NRCA-MCH-02-A - Outdoor Air must be submitted for all newly installed HVAC units. Note: MCH-02-A can be performed in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap. & C02; ACCU-R08A & B, IDU-L08-C01 & C02 (Typ. for Flr 8-14); ACCU-R15A & B, IDU-L15-C01,C02A & C02B NRCA-MCH-06-A Demand Control Ventilation Systems must be submitted for all systems required to employ demand controlled ventilation (refer to §120.1(c)3 ) can vary outside ventilation flow rates based on maintaining interior carbon dioxide (CO2) concentration setpoints. Level 6 - Game Room R06H16; Level 6 - Multi Function Assembly R06G14 NRCA-MCH-19-A Occupancy Sensor Controls IDU-L07-AXXX (VRF INDOOR UNITS OF AMENITY SPACES ON 7TH FLR); IDU-L06-XX (VRF INDOOR UNITS OF AMENITY SPACES ON 6TH FLR); IDU-L06-CXX (VRF INDOOR UNITS FOR 6TH FLR CORRIODORS); IDU-L01-XX (VRF INDOOR UNITS ON 1ST FLR); ACCU-R01, IDU-L01-04; ACCU-R01, IDU-L01-05; ACCU-R01, IDU-L01-03; ACCU-R03C, IDU-L01-01; ACCU-R03C, IDU-L01-02; ACCU-R06, IDU-L06-04; ACCU-R06, IDU-L06-05; ACCU-R06, IDU-L06-03; ACCU-R07A, IDU-L07-A01; ACCU-R07A, IDU-L07-A02A & A02B STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 22 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 O. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE 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/NRCA/ Form/Title Systems/Spaces To Be Field Verified NRCA-MCH-20 Multi-Family Ventilation Studio Units ST_1 ( Flr 7 - 14); Studio Units ST_1 Flr 15; 1 Bed Room Units 1BR_1 ( Flr 7 - 14); 1 Bed Room Units 1BR_2 ( Flr 7 - 14); 2 Bed Room Units 2BR_1 (Flr 7); 2 Bed Room Units 2BR_2 (Flr 7-14); 2 Bed Room Units 2BR_1 (Flr 15); 2 Bed Room Units 2BR_2 (Flr 15); 1 Bed Room Units 1BR_1 (Flr 15) STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 23 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 P. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION 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 completed by a HERS Rater and provided to the building inspector during construction. The final documents must be created by a HERS Provider's registry, but drafts can be found online at https://www.energy.ca.gov/title24/2019standards/2019_compliance_documents/Nonresidential_Documents/NRCV/ Form/Title Systems/Spaces To Be Field Verified NRCV-MCH-24 Enclosure Air Leakage Worksheet NOTE: Must be completed by a HERS Rater Studio Units ST_1 ( Flr 7 - 14); Studio Units ST_1 Flr 15; 1 Bed Room Units 1BR_1 ( Flr 7 - 14); 1 Bed Room Units 1BR_2 ( Flr 7 - 14); 2 Bed Room Units 2BR_1 (Flr 7); 2 Bed Room Units 2BR_2 (Flr 7-14); 2 Bed Room Units 2BR_1 (Flr 15); 2 Bed Room Units 2BR_2 (Flr 15); 1 Bed Room Units 1BR_1 (Flr 15) STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 24 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 P. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION 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 completed by a HERS Rater and provided to the building inspector during construction. The final documents must be created by a HERS Provider's registry, but drafts can be found online at https://www.energy.ca.gov/title24/2019standards/2019_compliance_documents/Nonresidential_Documents/NRCV/ Form/Title Systems/Spaces To Be Field Verified NRCV-MCH-27 High-rise Residential NOTE: Must be completed by a HERS Rater Studio Units ST_1 ( Flr 7 - 14); Studio Units ST_1 Flr 15; 1 Bed Room Units 1BR_1 ( Flr 7 - 14); 1 Bed Room Units 1BR_2 ( Flr 7 - 14); 2 Bed Room Units 2BR_1 (Flr 7); 2 Bed Room Units 2BR_2 (Flr 7-14); 2 Bed Room Units 2BR_1 (Flr 15); 2 Bed Room Units 2BR_2 (Flr 15); 1 Bed Room Units 1BR_1 (Flr 15) NRCV-MCH-32 Local Mechanical Exhaust NOTE: Must be completed by a HERS Rater Studio Units ST_1 ( Flr 7 - 14); Studio Units ST_1 Flr 15; 1 Bed Room Units 1BR_1 ( Flr 7 - 14); 1 Bed Room Units 1BR_2 ( Flr 7 - 14); 2 Bed Room Units 2BR_1 (Flr 7); 2 Bed Room Units 2BR_2 (Flr 7-14); 2 Bed Room Units 2BR_1 (Flr 15); 2 Bed Room Units 2BR_2 (Flr 15); 1 Bed Room Units 1BR_1 (Flr 15) STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 25 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 Q. MANDATORY MEASURES DOCUMENTATION LOCATION This table is used to indicate where mandatory measures are documented in the plan set or construction documentation. 01 02 Compliance with Mandatory Measures documented through MCH Mandatory Measures Note Block No 03 04 Mandatory Measure Plan sheet or construction document location Heating Equipment Efficiency per §110.1 Refer to Core & Shell Mechanical Drawing R1-M0.3 Cooling Equipment Efficiency per §110.1 Refer to Core & Shell Mechanical Drawing R1-M0.3 Furnace Standby Loss Control per §110.2(d) N/A Duct Insulation per §120.4 Refer to Tenant Interior Mechanical Dwg R2-M0.1 & Specification Section 23 07 13 Duct Insulation Heat Pump with Supplemental electric Resistance Heater Controls per §110.2(b) N/A The air duct and plenum system is designed per §120.4(a) -(f)Refer to Specification Section 23 07 13 Duct Insulation Kitchen range hoods shall be rated for sound in accordance with Section 7.2 of ASHRAE 62.2 N/A STATE OF CALIFORNIA Mechanical Systems NRCC-MCH-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: 3rd & Broadway West Building Report Page: (Page 26 of 26) Project Address: Date Prepared: 2024-06-14T02:27:10-04:00 Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance Report Version: 2019.1.003 Schema Version: rev 20200601 Compliance ID: 206053 Report Generated: 2024-06-13 23:27:15 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Rashmi Holla Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (if applicable): City/State/Zip:Phone: 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) 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 information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 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:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: COSENTINI ASSOCIATES INC. 1 S. WACKER DRIVE, 37TH FLOOR CHICAGO/ILLINOIS/60606 RASHMI V. HOLLA +1-312-201-7437 06/14/2024 COSENTINI ASSOCIATES INC. 498 SEVENTH AVENUE NEW YORK/NY/10018 06/14/2024 27670 +1-212-615-3602 DOUGLAS MASS 1/15/2025 ? R09R10R11R12R13R14R15R16R17 RF RF RG RG RH RH RJ RK RL R08R11' - --- - --- REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C IDU L01-04 BAROMETRIC RELIEF DAMPER IDU L01-03 535-OA RESTROOM R01G15 JANITOR R01F15 480-OA 35-OA IDU L01-01 RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12WEST LOBBY R01H16 FCC R01F17 MAIN ELECTRICAL ROOM R01F13 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 FIRE PUMP ROOM R01F11 STORAGE G01H15 PACKAGE R01F16 EXIT PASSAGE WAY R01J15 MEP ROOM R01H09 ELEVATOR LOBBY R01H10VESTIBULE R01G11 STAIR 02 R17 TRASH ROOM R01H14 ELEVATOR 01 R21 CORRIDOR R01J12 LEASING OFFICE R01G16 MAIL ROOM R01G17 STORAGE R01J09 EMERGENCY ELECTRICAL ROOM R01F12 IDU L01-05 IDU L01-02 6ø OA 6ø O A 12x8 OA 26x10 SA 14x6 SA 435 CFM (TYP. OF 4) A 16 x 6 O A 42x8 SA 1270 CFM (TYP. OF 2) A 14x24 SA 60-OA BAROMETRIC RELIEF DAMPER12ø OA 24x12 RA 1270 CFM (TYP. OF 2) C 45-OA 14x12 SA 20x6 SA 515 CFM (TYP. OF 2) A 6ø OA RA THRU GAP IN THE CEILING. SEE ARCH DWG FOR CEILING DETAILS.6ø OA 6ø O A FD 3 1. MIN. 10'-0" DISTANCE SHALL BE MAINTAINED BETWEEN THE OA INTAKE & EXHAUST DUCTS. 2. TOILET EXHAUST FAN SHALL BE ENERGY STAR RATED. 3. OA DUCT TO BE INSULATED FOR 1ST 10'-0" FROM THE INTAKE LOUVER. 4. PER CODE ALL SMOKE, FIRE AND COMBINATION SMOKE & FIRE DAMPERS SHALL REQUIRE ACCESS THAT SHALL NOT REQUIRE THE USE OF TOOLS, KEYS OR SPECIAL KNOWLEDGE. ALL ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL WITH LETTERS NOT LESS THAN 1/2" IN HEIGHT READING: "SMOKE DAMPER" , "FIRE DAMPER" OR "COMBINATION F/S DAMPER". 5. FOR ALL NON-DUCTED RETURN AIR SYSTEMS IN NON-DWELLING UNITS, ALL MATERIALS EXPOSED IN A RETURN PLENUM / CEILING SHALL BE NON-COMBUSTIBLE, PLENUM RATED OR HAVE FLAME SPREAD INDEX NO GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NO GREATER THAN 50. 6. EXHAUST OPENINGS TERMINATING TO THE OUTDOORS SHALL BE COVERED WITH CORROSION RESISTANT SCREEN HAVING NOT LESS THAN 1/4" NOR LARGER THAN 1/2" OPENINGS. 7. EACH AC INDOOR UNIT SHALL BE PROVIDED WITH MIN. OF 2" THICK MERV-13 FILTERS. 8. FILTERS SHALL HAVE A DESIGNATED EFFICIENCY EQUAL TO OR GREATER THAN MERV-13 WHEN TESTED IN ACCORDANCE WITH ASHRAE STD 52.2 OR A PARTICLE SIZE EFFICIENCY RATING EQUAL TO OR GREATER THAN 50% IN THE 0.3 - 1.0 MICRONS RANGE AND EQUAL TO OR GREATER THAN 85% IN THE 1.0-3.0 MICRONS RANGE WHEN TESTED IN ACCORDANCE WITH AHRI STD 680. 9. PER 2022 CA BUILDING CODE SECTIONS 717.5.4.1 AND 708.1, PROVIDE FIRE DAMPERS TO DUCTS PENETRATING ELVEATOR LOBBY. 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 EXP: 12/31/2025 As indicated 10/4/2024 2:11:37 PM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M2.101 MECHANICAL DUCTWORK PLAN - LEVEL 01 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" MECHANICAL DUCTWORK PLAN - LEVEL 011 06.13.2022 ISSUE FOR PLAN CHECK 1 08.10.2022 REISSUE FOR PLAN CHECK 2 06.17.2024 REVISION TO PERMIT 3 10.04.2024 REVISION TO PERMIT REVIEW 3 1/15/2025 ? ? ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' 12x8 TE EF 6-1 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 EF 6-2 REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C IDU L06-01 CONFERENCE R06F16 CONFERENCE R06F15 MULTI FUCTION SPACE R06G14 BUSINESS CENTER R06G16 GAME ROOM R06H16 RESIDENTIAL UNIT STORAGE R06H12 WOMEN R06H13A JANITOR R06H13B MEN R06H13C IDU L06-02 450-OA IDU L06-04 IDU L06-05 IDU L06-03 125-OA U U 480-OA IDU L06-C01 100 CFM 8x 4 E A 8x4 EA 24 x 8 S A 95-OA 125-OA 125-OA 8ø OA 8ø OA 120-OA 14x10 SA 14 x 1 0 S A 14 x 8 S A 12ø OA 12ø OA 36x6 RA 530 CFMC 36 x 6 R A 10x6 SA 265 CFM (TYP. OF 2) A 8x 8 S A 14 x 8 S A 26 x 1 2 S A 24x6 SA 565 CFM (TYP. OF 4) A 10ø OA 14x6 SA 355 CFM (TYP. OF 2) A 6ø OA 6ø OA 14 x 8 S A 10x6 SA 265 CFM (TYP. OF 2) A 36 x 6 R A 14x6 SA 355 CFM (TYP. OF 2) A 14 x 1 0 S A 24 x 1 2 R A 24x12 RA 705 CFMC 36x6 RA 530 CFMC 10x10 TE 300 CFM (TYP. OF 2) D IDU L06-C02 6ø O A 1. MIN. 10'-0" DISTANCE SHALL BE MAINTAINED BETWEEN THE OA INTAKE & EXHAUST DUCTS. 2. TOILET & JANITOR EXHAUST FANS SHALL BE ENERGY STAR RATED. 3. OA DUCT TO BE INSULATED FOR 1ST 10'-0" FROM THE INTAKE LOUVER. 4. PER CODE ALL SMOKE, FIRE AND COMBINATION SMOKE & FIRE DAMPERS SHALL REQUIRE ACCESS THAT SHALL NOT REQUIRE THE USE OF TOOLS, KEYS OR SPECIAL KNOWLEDGE. ALL ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL WITH LETTERS NOT LESS THAN 1/2" IN HEIGHT READING: "SMOKE DAMPER" , "FIRE DAMPER" OR "COMBINATION F/S DAMPER". 5. FOR ALL NON-DUCTED RETURN AIR SYSTEMS, ALL MATERIALS EXPOSED IN A RETURN PLENUM / CEILING SHALL BE NON-COMBUSTIBLE, PLENUM RATED OR HAVE FLAME SPREAD INDEX NO GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NO GREATER THAN 50. 6. EXHAUST OPENINGS TERMINATING TO THE OUTDOORS SHALL BE COVERED WITH CORROSION RESISTANT SCREEN HAVING NOT LESS THAN 1/4" NOR LARGER THAN 1/2" OPENINGS. 7. EACH AC INDOOR UNIT SHALL BE PROVIDED WITH MIN. OF 2" THICK MERV-13 FILTERS. 8. FILTERS SHALL HAVE A DESIGNATED EFFICIENCY EQUAL TO OR GREATER THAN MERV-13 WHEN TESTED IN ACCORDANCE WITH ASHRAE STD 52.2 OR A PARTICLE SIZE EFFICIENCY RATING EQUAL TO OR GREATER THAN 50% IN THE 0.3 - 1.0 MICRONS RANGE AND EQUAL TO OR GREATER THAN 85% IN THE 1.0-3.0 MICRONS RANGE WHEN TESTED IN ACCORDANCE WITH AHRI STD 680. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:41:33 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M2.106 MECHANICAL DUCTWORK PLAN - LEVEL 06 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" MECHANICAL DUCTWORK PLAN - LEVEL 061 BCC XXY-ZZ BCC -VRF BRANCH CONTROLLER XX -FLOOR No. Y -CONDENSING UNIT, SYSTEM A OR B FOR RESPECTIVE FLOOR ZZ -COUNT IDU LXX-YZZ IDU -VRF INDOOR UNIT XX -FLOOR No. Y - A=AMENITY, C=CORRDIOR OR R=RESIDENCE ZZ -COUNT LEGEND: 2 06.13.2022 ISSUE FOR PLAN CHECK 1 08.10.2022 REISSUE FOR PLAN CHECK 2 06.17.2024 REVISION TO PERMIT 1/15/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' EF 7-2 12x6 TE 12x6 TE 12 x 8 T E 12 x 8 T E EF 7-1 REFER TO PERMITS: B-101107992, B-101107990, B-101107993 POOL SPACE N.I.C N.I.C N.I.C 315-OA IDU L07-A04 IDU L07-A01 8"X8" WALL OPENING ABOVE SA DUCT U UU IDU L07-A03 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 CIRCULATION R07G13 CIRCULATION R07G09 2BR_2 R07G08 ST_1 R07F09A ST_1 R07F09B 2BR_1 R07F10 ST_1 R07F11A ST_1 R07F11B ST_1 R07F12 2BR_1 R07F13 ST_1 R07F14A ST_1 R07F14B ST_1 R07F15 2BR_2 R07G16 ST_1 R07H16 1BR_1 R07J09 18"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 30"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR IDU L07-R01A EF 1 14x10 SA 10x6 SA 275 CFM (TYP. OF 2) A 10x6 SA 245 CFMA 10x6 SA 30"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 14"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 14x10 SA 30x6 RA 380 CFMC 10x6 SA 190 CFM (TYP. OF 2) A 10x6 SA 225 CFMA 8x6 SA 100 CFMA 6ø OA 14x6 SA 6ø TE EF 1 IDU L07-R01B 22x22 RA 570 CFME 4ø KE 6ø TE 36x6 RA 460 CFMC 6ø OA IDU L07-R02 IDU L07-R03 IDU L07-R04 IDU L07-R05 IDU L07-R06 IDU L07-R07 IDU L07-R08 IDU L07-R09 IDU L07-R10 IDU L07-R11 IDU L07-R12A IDU L07-R12B IDU L07-R13 IDU L07-C02 IDU L07-A02A IDU L07-R14 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15B SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15B SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15B SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15B SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15A 8x6 SA 175 CFM (TYP. OF 2) A 235-OA 26"X6" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 6ø OA 6ø T E 4ø K E 14 x 6 S A 22x22 RA 225 CFME SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 -R08H13 10x6 SA 195 CFM (TYP. OF 2) A 8x6 SA 85 CFM (TYP. OF 2) A 8x6 SA 145 CFM (TYP. OF 2) A 12x6 RA 165 CFMC 20x6 RA 285 CFMC 14"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 8"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 36"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 22x22 RA 395 CFME 6x8 SA 12x10 SA 14x10 SA 6x10 SA 6ø T E 6ø TE 4ø KE 8x10 OA 14"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 8"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 36"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 6ø TE 4ø KE 6ø T E 6x10 SA 12x10 SA 14x10 SA 6x8 SA 8x6 SA 85 CFM (TYP. OF 2) A8x6 SA 145 CFM (TYP. OF 2) A 10x6 SA 195 CFM (TYP. OF 2) A 22x22 RA 395 CFME 12x6 RA 165 CFMC20x6 RA 285 CFMC 8x10 OA 4ø KE 6ø O A 24"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 30"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 12x6 SA 300 CFM (TYP. OF 2) A 12x10 SA 10x6 SA 10x6 SA 245 CFMA 10 x 6 S A 6ø TE 24x12 RA 600 CFMC 16"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 30"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 12 x 8 S A 10x6 SA 190 CFM (TYP. OF 2) A 10 x 8 S A 8x6 SA 100 CFMA 10x6 SA 225 CFMA 30x6 RA 380 CFMC 6ø TE 6ø OA 22x22 RA 670 CFME 20-OA 6ø O A 6ø O A 8ø O A 8ø OA 8ø O A 10ø SA 250 CFM (TYP. OF 2) B 12x8 SA 12x6 SA 22x22 RA 265 CFME 20x16 SA 22x22 RA 2260 CFME 300-OA 235-OA (TYP. OF 2) 10 ø O A 22x22 RA 2260 CFM (TYP. OF 2) E 14x10 SA 45-OA 6ø O A 10x10 TE 200 CFMD 10x10 TE 250 CFMD 22x22 RA 140 CFME 22x22 RA 140 CFME 8x8 SA 6ø SA 140 CFM (TYP. OF 2) B 16x14 SA 16x14 SA 20x16 SA 16x12 SA 14x6 SA 355 CFM (TYP. OF 2) A 30x6 RA 355 CFM (TYP. OF 2) C 8x 4 E A 44 x 1 2 S A 20x16 SA 24x6 SA 565 CFM (TYP. OF 8) A 55 x 1 2 R A 12ø SA 565 CFM (TYP. OF 4) B 12ø SA 8ø O A 55x15 RA IDU L07-A02B BCC 7A-01 BCC 7A-02 BCC 7B-01 BCC 7B-02 1. MIN. 10'-0" DISTANCE SHALL BE MAINTAINED BETWEEN THE OA INTAKE & EXHAUST DUCTS. 2. ALL KITCHEN HOODS ARE VENTLESS. 3. ALL TOILET & JANITOR EXHAUST FANS SHALL BE ENERGY STAR RATED. 4. OA DUCT TO BE INSULATED FOR 1ST 10'-0" FROM THE INTAKE LOUVER. 5. PER CODE ALL SMOKE, FIRE AND COMBINATION SMOKE & FIRE DAMPERS SHALL REQUIRE ACCESS THAT SHALL NOT REQUIRE THE USE OF TOOLS, KEYS OR SPECIAL KNOWLEDGE. ALL ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL WITH LETTERS NOT LESS THAN 1/2" IN HEIGHT READING: "SMOKE DAMPER" , "FIRE DAMPER" OR "COMBINATION F/S DAMPER". 6. FOR ALL NON-DUCTED RETURN AIR SYSTEMS IN NON-DWELLING UNITS, ALL MATERIALS EXPOSED IN A RETURN PLENUM / CEILING SHALL BE NON- COMBUSTIBLE, PLENUM RATED OR HAVE FLAME SPREAD INDEX NO GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NO GREATER THAN 50. 7. PROVIDE A MIN. OF 100 SQ. INCHES OPENING FOR MAKE-UP AIR IN THE LAUNDRY CLOSET DOORS OF EACH DWELLING UNIT. 8. EXHAUST OPENINGS TERMINATING TO THE OUTDOORS SHALL BE COVERED WITH CORROSION RESISTANT SCREEN HAVING NOT LESS THAN 1/4" NOR LARGER THAN 1/2" OPENINGS. 9. EACH AC INDOOR UNIT SHALL BE PROVIDED WITH MIN. OF 2" THICK MERV-13 FILTERS. 10. FILTERS SHALL HAVE A DESIGNATED EFFICIENCY EQUAL TO OR GREATER THAN MERV-13 WHEN TESTED IN ACCORDANCE WITH ASHRAE STD 52.2 OR A PARTICLE SIZE EFFICIENCY RATING EQUAL TO OR GREATER THAN 50% IN THE 0.3 - 1.0 MICRONS RANGE AND EQUAL TO OR GREATER THAN 85% IN THE 1.0-3.0 MICRONS RANGE WHEN TESTED IN ACCORDANCE WITH AHRI STD 680. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:41:48 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M2.107 MECHANICAL DUCTWORK PLAN - LEVEL 07 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" MECHANICAL DUCTWORK PLAN - LEVEL 071 BCC XXY-ZZ BCC -VRF BRANCH CONTROLLER XX -FLOOR No. Y -CONDENSING UNIT, SYSTEM A OR B FOR RESPECTIVE FLOOR ZZ -COUNT IDU LXX-YZZ IDU -VRF INDOOR UNIT XX -FLOOR No. Y - A=AMENITY, C=CORRDIOR OR R=RESIDENCE ZZ -COUNT LEGEND: 2 06.13.2022 ISSUE FOR PLAN CHECK 1 08.10.2022 REISSUE FOR PLAN CHECK 2 06.17.2024 REVISION TO PERMIT 1/15/2025 1. MIN. 10'-0" DISTANCE SHALL BE MAINTAINED BETWEEN THE OA INTAKE & EXHAUST DUCTS. 2. ALL KITCHEN HOODS ARE VENTLESS. 3. ALL TOILET EXHAUST FANS SERVING THE RESIDENTIAL UNITS SHALL BE ENERGY STAR RATED. 4. OA DUCT TO BE INSULATED FOR 1ST 10'-0" FROM THE INTAKE LOUVER. 5. PER CODE ALL SMOKE, FIRE AND COMBINATION SMOKE & FIRE DAMPERS SHALL REQUIRE ACCESS THAT SHALL NOT REQUIRE THE USE OF TOOLS, KEYS OR SPECIAL KNOWLEDGE. ALL ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL WITH LETTERS NOT LESS THAN 1/2" IN HEIGHT READING: "SMOKE DAMPER" , "FIRE DAMPER" OR "COMBINATION F/S DAMPER". 6. FOR ALL NON-DUCTED RETURN AIR SYSTEMS IN NON-DWELLING UNITS, ALL MATERIALS EXPOSED IN A RETURN PLENUM / CEILING SHALL BE NON-COMBUSTIBLE, PLENUM RATED OR HAVE FLAME SPREAD INDEX NO GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NO GREATER THAN 50. 7. PROVIDE A MIN. OF 100 SQ. INCHES OPENING FOR MAKE-UP AIR IN THE LAUNDRY CLOSET DOORS OF EACH DWELLING UNIT. 8. EXHAUST OPENINGS TERMINATING TO THE OUTDOORS SHALL BE COVERED WITH CORROSION RESISTANT SCREEN HAVING NOT LESS THAN 1/4" NOR LARGER THAN 1/2" OPENINGS. 9. EACH AC INDOOR UNIT SHALL BE PROVIDED WITH MIN. OF 2" THICK MERV-13 FILTERS. 10. FILTERS SHALL HAVE A DESIGNATED EFFICIENCY EQUAL TO OR GREATER THAN MERV-13 WHEN TESTED IN ACCORDANCE WITH ASHRAE STD 52.2 OR A PARTICLE SIZE EFFICIENCY RATING EQUAL TO OR GREATER THAN 50% IN THE 0.3 - 1.0 MICRONS RANGE AND EQUAL TO OR GREATER THAN 85% IN THE 1.0-3.0 MICRONS RANGE WHEN TESTED IN ACCORDANCE WITH AHRI STD 680. R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' 8x6 SA 175 CFM (TYP. OF 2) A 10x6 SA 255 CFMA EF 1 EF 1 EF 1 SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15B 10x6 SA 245 CFM (TYP. OF 2) A EF 1 EF 1 EF 1 10x6 SA 225 CFM (TYP. OF 2) A 40"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 10x6 SA 255 CFMA 22x22 RA 420 CFMEEF 1 22x22 RA 440 CFME 8x6 SA 175 CFM (TYP. OF 2) A OA DUCT TO BE INSULATED FOR 1ST 10'-0" FROM THE INTAKE LOUVER (TYP.) EF 1 6ø O A 6ø T E 6ø T E 6ø O A 4ø K E 4ø K E 8x 8 O A 6ø TE 4ø K E 6ø TE 4ø K E 8ø O A 4ø KE 6ø TE 8ø O A 4ø KE 6ø TE 6ø OA4ø K E 6ø TE 6ø TE 6ø OA 4ø K E N.I.C N.I.C 8ø SA 245 CFM (TYP. OF 2) B 22x22 RA 345 CFME IDU LXX-C01 10x6 SA12x8 SA 10x6 SA 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 CIRCULATION R08G13 CIRCULATION R08G09 2BR_2 R08G10 ST_1 R08F09A ST_1 R08F09B ST_1 R08F10A ST_1 R08F10B 1BR_2 R08F11A ST_1 R08F11B 1BR_2 R08F12 1BR_2 R08F13 ST_1 R08F14A ST_1 R08F14B ST_1 R08F15A ST_1 R08F15B 2BR_2 R08G16 1BR_1 R08J09 1BR_2 R08J11 ST_1 R08H11A ST_1 R08H12A ST_1 R08H12B 1BR_1 R08H131BR_1 R08H16 IDU LXX-R01B IDU LXX-R02 IDU LXX-R03 IDU LXX-R04 IDU LXX-R05 IDU LXX-R06 EF 1 EF 1 IDU LXX-C02 IDU LXX-R07 IDU LXX-R08 IDU LXX-R09 IDU LXX-R10 IDU LXX-R11 IDU LXX-R12 IDU LXX-R13 IDU LXX-R16 IDU LXX-R15 IDU LXX-R17 IDU LXX-R18 IDU LXX-R19IDU LXX-R20 IDU LXX-R21 SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15B SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15B SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08F15A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: 1BR_2 -R08F11A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: ST_1 - R08H11A SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: 1BR_1 -R08H13 SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: 1BR_1 -R08H16 22x22 RA 225 CFME 22x22 RA 225 CFME IDU LXX-R01A BCC XA-02 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 IDU LXX-R14A IDU LXX-R14B EF 1 EF 1 EF 1 EF 1 EF 1 14 x 6 S A 14 x 6 S A 26"X6" WALL OPENING ABOVE CEILING FOR TRANSFER AIR (TYP. OF 2) 22x22 RA 365 CFME22x22 RA 365 CFME 38"X6" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 38"X6" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 10x6 SA 245 CFM (TYP. OF 2) A 18 x 6 S A 18 x 6 S A 10x6 SA 10x6 SA 10x6 SA 225 CFM (TYP. OF 2) A 12x8 SA 10x6 SA 18x6 RA 255 CFMC 12"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 22x22 RA 420 CFME 40"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 12"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 12"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 10x6 SA 235 CFMA 10x6 SA 200 CFM (TYP. OF 2) A 10x6 SA 12x8 SA 12 x 1 0 S A 18x6 RA 235 CFMC 22x22 RA 380 CFME 8ø O A 12"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 12x8 SA 10x6 SA 12 x 1 0 S A 12 x 1 0 S A 18x6 RA 255 CFMC 12"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 18x6 RA 255 CFMC 40"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 10x6 SA 12x8 SA 10x6 SA 225 CFM (TYP. OF 2) A 10x6 SA 255 CFMA 12 x 1 0 S A 8x6 OA 150-OA 8x4 OA 8x 6 O A 6ø O A 30"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 22x22 RA 880 CFME 22"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 10x6 SA 275 CFM (TYP. OF 2) A 14x10 SA 12 x 6 S A 12x6 SA 295 CFMA 10x6 SA 225 CFM (TYP. OF 2) A 12x6 SA 295 CFMA 8x6 SA 100 CFMA 14 x 6 S A 14x10 SA 30"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 30x6 RA 450 CFMC 22"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 6ø TE 6ø TE BCC XB-01 BCC XB-02 BCC XA-01 105-OA 6ø OA 6ø OA 10x6 SA 200 CFM (TYP. OF 2) A 12x10 SA 30x6 RA 400 CFMC 16"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 22x22 RA 750 CFME 12x6 SA 205 CFMA 8x6 SA 100 CFMA 10 x 8 S A 30"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 20"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 30"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 6ø TE 12x6 SA 205 CFMA 12 x 6 S A 6ø O A 10x6 SA 250 CFM (TYP. OF 2) A 12x10 SA 6ø TE 6ø OA 36x6 RA 550 CFMC 36x6 RA 500 CFMC 12x8 SA 4ø KE4ø KE 6ø OA 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 EXP: 12/31/2025 As indicated 6/12/2024 7:42:07 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M2.108 MECHANICAL DUCTWORK PLAN - LEVEL 08 - LEVEL 14 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" MECHANICAL DUCTWORK PLAN - LEVEL 08 - LEVEL 141 BCC XY-ZZ BCC -VRF BRANCH CONTROLLER X -FLOORS 08 TO 14 Y -CONDENSING UNIT, SYSTEM A OR B FOR RESPECTIVE FLOOR ZZ -COUNT IDU LXX-YZZ IDU -VRF INDOOR UNIT XX -FLOORS 08 TO 14 Y - A=AMENITY, C=CORRDIOR OR R=RESIDENCE ZZ -COUNT LEGEND: 2 2 06.13.2022 ISSUE FOR PLAN CHECK 1 08.10.2022 REISSUE FOR PLAN CHECK 2 06.17.2024 REVISION TO PERMIT 1/15/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: 2BR_1 -R15F15 SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: 2BR_1 -R15F13 EF 1 EF 1 6ø T E 6ø O A 4ø K E 4ø K E 6ø T E 6ø O A 22x22 RA 400 CFME EF 1 4ø KE 6ø TE 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 EF 15-1 EF 15-2 8x 8 T E 12 x 6 T E 8ø EA REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C N.I.C N.I.C IDU L15-R02 IDU L15-R03 IDU L15-R04 IDU L15-R05 IDU L15-R07 IDU L15-R08 IDU L15-R09IDU L15-R10 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 CIRCULATION R15G13 STAIR 01 R169 STORAGE R15J10 CIRCULATION R15G15 2BR_1 R15F10 ST_1 R15F11 2BR_1 R15F12 2BR_1 R15F132BR_1 R15F15 2BR_2 R15G16 2BR_1 R15J11 ST_1 R15H12 2BR_1 R15H13 1BR_1 R15H16 IDU L15-C02B IDU L15-C02A IDU L15-C01 IDU L15-R01B ACCESS DOOR 2'X2' SUPPLY & RETURN ARRANGEMENT, TOILET AND KITCHEN EXHAUST DUCTWORKS ARE SIMILAR TO UNIT: 2BR_1 -R15H13 IDU L15-R01A 28"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 IDU L15-R06 EF 1 8ø OA 8ø OA 8ø OA 14 x 8 S A 10x6 SA 265 CFM (TYP. OF 2) A 26"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 22x22 RA 365 CFME 12 x 8 S A 10x6 SA 250 CFM (TYP. OF 2) A 12"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 12x6 SA 300 CFMA 14x6 SA 365 CFM (TYP. OF 2) A 22x22 RA 480 CFME 10"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 4ø KE 6ø TE 6ø TE 10x6 SA 240 CFM (TYP. OF 2) A 8x6 SA 175 CFM (TYP. OF 2) A 8x6 SA 100 CFM (TYP. OF 2) A 24x6 RA 350 CFMC 18"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 46"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 6ø OA 6ø T E BCC 15A-01 BCC 15A-02 BCC 15B-01 BCC 15B-02 44"X12" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 28"X12" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 4ø KE 46"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 10x8 SA 12x14 SA 14x10 SA 14x12 SA 22x22 RA 770 CFME 8ø O A 12x6 RA 300 CFMC 8x10 OA 8x10 SA 14x10 SA 16x6 RA 200 CFMC 18x10 SA6x8 SA 8x6 SA 175 CFM (TYP. OF 2) A 8x6 SA 100 CFM (TYP. OF 2) A 14x10 SA 10x6 SA 240 CFM (TYP. OF 2) A 8x10 SA 18x10 SA 6x8 SA 24x6 RA 350 CFMC 16x6 RA 200 CFMC 18"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 46"X10" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 10"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 6ø TE 4ø KE 22x22 RA 480 CFME 6ø T E 8x10 OA 25-OA 6ø OA 155-OA 165-OA 6ø OA 8x6 SA 170 CFM (TYP. OF 2) A 16x6 SA 450 CFM (TYP. OF 2) A 10x6 SA 255 CFM (TYP. OF 2) A 8x12 SA 18x14 SA 8x10 SA 4ø KE EF 1 6ø TE 6ø TE 6ø TE 6ø TE 6ø T E 18"X12" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 22x22 RA 895 CFME 18"X8" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 66"X12" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 6ø TE 6ø T E 8x10 OA 36x6 RA 510 CFMC24x6 RA 340 CFMC 16x14 SA 8x 1 2 S A 6x6 TE 365 CFMD 6x6 TE 150 CFMD 8x 6 T E 6ø TE 6ø O A 16x12 SA 16x6 SA 410 CFM (TYP. OF 2) A 24x12 RA 820 CFMC 12x8 SA 16x6 SA 440 CFM (TYP. OF 2) A 22x22 RA 1120 CFME 24x12 RA 670 CFMC 22"X12" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 44"X12" WALL OPENING ABOVE CEILING FOR TRANSFER AIR 14x6 SA 335 CFM (TYP. OF 2) A 16x12 SA 8x6 SA 150 CFMA 14 x 8 S A 6ø TE 6ø OA 1. MIN. 10'-0" DISTANCE SHALL BE MAINTAINED BETWEEN THE OA INTAKE & EXHAUST DUCTS. 2. ALL KITCHEN HOODS ARE VENTLESS. 3. ALL TOILET EXHAUST FANS SERVING THE RESIDENTIAL UNITS & POOL RESTROOM SHALL BE ENERGY STAR RATED. 4. OA DUCT TO BE INSULATED FOR 1ST 10'-0" FROM THE INTAKE LOUVER. 5. PER CODE ALL SMOKE, FIRE AND COMBINATION SMOKE & FIRE DAMPERS SHALL REQUIRE ACCESS THAT SHALL NOT REQUIRE THE USE OF TOOLS, KEYS OR SPECIAL KNOWLEDGE. ALL ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL WITH LETTERS NOT LESS THAN 1/2" IN HEIGHT READING: "SMOKE DAMPER" , "FIRE DAMPER" OR "COMBINATION F/S DAMPER". 6. FOR ALL NON-DUCTED RETURN AIR SYSTEMS IN NON-DWELLING UNITS, ALL MATERIALS EXPOSED IN A RETURN PLENUM / CEILING SHALL BE NON-COMBUSTIBLE, PLENUM RATED OR HAVE FLAME SPREAD INDEX NO GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NO GREATER THAN 50. 7. PROVIDE A MIN. OF 100 SQ. INCHES OPENING FOR MAKE-UP AIR IN THE LAUNDRY CLOSET DOORS OF EACH DWELLING UNIT. 8. EXHAUST OPENINGS TERMINATING TO THE OUTDOORS SHALL BE COVERED WITH CORROSION RESISTANT SCREEN HAVING NOT LESS THAN 1/4" NOR LARGER THAN 1/2" OPENINGS. 9. EACH AC INDOOR UNIT SHALL BE PROVIDED WITH MIN. OF 2" THICK MERV-13 FILTERS. 10. FILTERS SHALL HAVE A DESIGNATED EFFICIENCY EQUAL TO OR GREATER THAN MERV-13 WHEN TESTED IN ACCORDANCE WITH ASHRAE STD 52.2 OR A PARTICLE SIZE EFFICIENCY RATING EQUAL TO OR GREATER THAN 50% IN THE 0.3 - 1.0 MICRONS RANGE AND EQUAL TO OR GREATER THAN 85% IN THE 1.0-3.0 MICRONS RANGE WHEN TESTED IN ACCORDANCE WITH AHRI STD 680. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:42:25 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M2.115 MECHANICAL DUCTWORK PLAN - LEVEL 15 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" MECHANICAL DUCTWORK PLAN - LEVEL 151 BCC XXY-ZZ BCC -VRF BRANCH CONTROLLER XX -FLOOR No. Y -CONDENSING UNIT, SYSTEM A OR B FOR RESPECTIVE FLOOR ZZ -COUNT IDU LXX-YZZ IDU -VRF INDOOR UNIT XX -FLOOR No. Y - A=AMENITY, C=CORRDIOR OR R=RESIDENCE ZZ -COUNT LEGEND: 2 06.13.2022 ISSUE FOR PLAN CHECK 1 08.10.2022 REISSUE FOR PLAN CHECK 2 06.17.2024 REVISION TO PERMIT 1/15/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 FCC R01F17 MAIN ELECTRICAL ROOM R01F13 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 ? ? 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 EMERGENCY ELECTRICAL ROOM R01F12 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 1/8" = 1'-0" 6/12/2024 7:42:34 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M3.101 HVAC ZONING PLAN - LEVEL 01 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" HVAC ZONING PLAN - LEVEL 011 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 ? ? ? ? UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C 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 STAIR 04 R170 Room R172 ELEVATOR 02 R175 ELEVATOR 01 R176 Room R181 Room R182 BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 CONFERENCE R06F15 CONFERENCE R06F16 GAME ROOM R06H16 RESIDENTIAL UNIT STORAGE R06H12 POOL EQUIPMENT R06J11 BUILDING STORAGE R06J13 COORIDOR R06J12 RESIDENTIAL UNIT STORAGE R06K12 MECHANICAL R06K08 MECHANICAL R06F08 CORRIDOR R06G16 STAIR 5 R06H17 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 1/8" = 1'-0" 6/12/2024 7:42:40 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M3.106 HVAC ZONING PLAN - LEVEL 06 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" HVAC ZONING PLAN - LEVEL 061 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C N.I.C N.I.C 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 CIRCULATION R07G13 CIRCULATION R07G09 2BR_2 R07G08 ST_1 R07F09A ST_1 R07F09B 2BR_1 R07F10 ST_1 R07F11A ST_1 R07F11B ST_1 R07F12 2BR_1 R07F13 ST_1 R07F14A ST_1 R07F14B ST_1 R07F15 2BR_2 R07G16 ST_1 R07H16 1BR_1 R07J09 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 1/8" = 1'-0" 6/12/2024 7:42:48 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M3.107 HVAC ZONING PLAN - LEVEL 07 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" HVAC ZONING PLAN - LEVEL 071 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' N.I.C N.I.C 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 CIRCULATION R08G13 CIRCULATION R08G09 2BR_2 R08G10 ST_1 R08F09A ST_1 R08F09B ST_1 R08F10A ST_1 R08F10B 1BR_2 R08F11A ST_1 R08F11B 1BR_2 R08F12 1BR_2 R08F13 ST_1 R08F14A ST_1 R08F14B ST_1 R08F15A ST_1 R08F15B 2BR_2 R08G16 1BR_1 R08J09 1BR_2 R08J11 ST_1 R08H11A ST_1 R08H12A ST_1 R08H12B 1BR_1 R08H13 1BR_1 R08H16 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 1/8" = 1'-0" 6/12/2024 7:42:56 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M3.108 HVAC ZONING PLAN - LEVEL 08 - LEVEL 14 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" HVAC ZONING PLAN - LEVEL 08 - LEVEL 141 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C N.I.C N.I.C 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 CIRCULATION R15G13 STAIR 01 R169 STORAGE R15J10 CIRCULATION R15G15 2BR_1 R15F10 ST_1 R15F11 2BR_1 R15F12 2BR_1 R15F13 2BR_1 R15F15 2BR_2 R15G16 2BR_1 R15J11 ST_1 R15H12 2BR_1 R15H13 1BR_1 R15H16 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 1/8" = 1'-0" 6/12/2024 7:43:03 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M3.115 HVAC ZONING PLAN - LEVEL 15 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" HVAC ZONING PLAN - LEVEL 151 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' ? ? REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C IDU L01-04 IDU L01-03 IDU L01-01 RETAIL 4 R01K15 RESIDENTIAL UNIT STORAGE R01H12 WEST LOBBY R01H16 FCC R01F17 MAIN ELECTRICAL ROOM R01F13 EAST LOBBY R01H08 RETAIL 3 R01K2 RETAIL 2 R01K10 STAIR 01 R01E24 ELEVATOR 02 R01E25 ELEVATOR 03 R01E14 ? ? 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 EMERGENCY ELECTRICAL ROOM R01F12 REFRIGERANT LIQUID & VAPOR PIPE (TYP.) REFRIGERANT LIQUID & VAPOR PIPE (TYP.) BCC 1-01 BCC 3C-01 IDU L01-02 IDU L01-05 CONNECT CD PIPE TO THE EXISTING RISER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. CONNECT CD PIPE TO THE EXISTING RISER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. 3/4"ø CD3/4"ø CD 3/4"ø CD 3/ 4 " ø C D 3/4"ø CD 3/ 4 " ø C D 3/ 4 " ø C D 1. BRANCH CONTROLLERS (BCC-RXX-YY) & VRF CONDENSING UNITS (ACCU-RXX-YYY) ARE NOT IN SCOPE FOR TENANT INTERIORS PACKAGE & ARE PROVIDED AS PART OF CORE & SHELL PACKAGE. 2. REFER TO CORE & SHELL PACKAGE DRAWINGS FOR LOCATION OF CONDENSING UNITS, BRANCH CONTROLLERS AND ASSOCIATED REFRIGERANT PIPING BETWEEN THEM. 3. REFRIGERANT PIPE SIZES SHALL BE PER VRF MANUFACTURER'S RECOMMENDATIONS. REFER TO REFRIGERANT PIPING SCHEMATIC DIAGRAMS FOR REFRIGERANT PIPE SIZES FROM VRF INDOOR UNITS TO RESPECTIVE BRANCH CONTROLLERS. 4. CONDENSATE DRAIN PIPE FROM RESIDENTIAL UNIT VRF IDU TO TERMINATE AT THE GUY GRAY AUXILIARY DRAIN OUTLET BOX. REFER TO PLUMBING DWG FOR LOCATION OF THE BOX. CONDENSATE DRAIN PIPE SIZING SHALL BE PER VRF MANUFACTURER'S RECOMMENDATION. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:43:11 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M4.101 REFRIGERANT PIPING PLAN - LEVEL 01 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" REFRIGERANT PIPING PLAN - LEVEL 011 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 UP UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' ACCU R01 ACCU R03C FOR REFERENCE ONLY 1. THIS SHEET IS "FOR REFRENCE ONLY". 2. THIS SHEET SHOWS THE LOCATION OF AIR COOLED CONDENSING UNITS (ACCU) FOR INDOOR UNITS PERTAINING TO INTERIORS PACKAGE ONLY. 3. ALL CONDENSING UNITS AND ASSOCIATED REFRIGERANT PIPING TO RESPECTIVE BRANCK CIRCUIT CONTROLLERS (BCC) ARE PART OF CORE & SHELL SCOPE AND NOT IN SCOPE FOR INTERIORS PACKAGE. 4. REFER TO CORE & SHELL MECHANICAL DRAWINGS FOR MORE DETAILS. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:43:16 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M4.102 REFRIGERANT PIPING PLAN - LEVEL 02 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" REFRIGERANT PIPING PLAN - LEVEL 021 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 UP 1. THIS SHEET IS "FOR REFRENCE ONLY". 2. THIS SHEET SHOWS THE LOCATION OF AIR COOLED CONDENSING UNITS (ACCU) FOR INDOOR UNITS PERTAINING TO INTERIORS PACKAGE ONLY. 3. ALL CONDENSING UNITS AND ASSOCIATED REFRIGERANT PIPING TO RESPECTIVE BRANCK CIRCUIT CONTROLLERS (BCC) ARE PART OF CORE & SHELL SCOPE AND NOT IN SCOPE FOR INTERIORS PACKAGE. 4. REFER TO CORE & SHELL MECHANICAL DRAWINGS FOR MORE DETAILS. R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' MECHANICAL R05F16 VESTIBULE R05H11 MEP ROOM R05J10 ELEVATOR LOBBY R05H10 VESTIBULE R05H09 ELEVATOR LOBBY R05H14 STORAGE R05G15 VESTIBULE R05H15 STAIR 01 ELEVATOR 01 ELEVATOR 02 STAIR 02 ELEVATOR 03 MECHANICAL R05F17 ACCU R07B ACCU R07A ACCU R06 FOR REFERENCE ONLY 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 EXP: 12/31/2025 As indicated 6/12/2024 7:43:21 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M4.105 REFRIGERANT PIPING PLAN - LEVEL 05 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" REFRIGERANT PIPING PLAN - LEVEL 051 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 ? ? ? ? UP R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' EF 6-1 EF 6-2 REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C 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 STAIR 04 R170 Room R172 ELEVATOR 02 R175 ELEVATOR 01 R176 Room R179 Room R181 Room R182 BUSINESS CENTER R06G16 MULTI FUCTION SPACE R06G14 CONFERENCE R06F15 CONFERENCE R06F16 GAME ROOM R06H16 RESIDENTIAL UNIT STORAGE R06H12 POOL EQUIPMENT R06J11 BUILDING STORAGE R06J13 COORIDOR R06J12 RESIDENTIAL UNIT STORAGE R06K12 MECHANICAL R06K08 MECHANICAL R06F08 CORRIDOR R06G16 STAIR 5 R06H17 REFRIGERANT LIQUID & VAPOR PIPE REFRIGERANT LIQUID & VAPOR PIPE (TYP.) BCC 6-01 BCC 6-02 ACCU R08A ACCU R08B NOTE: 1. THIS IS FOR REFERENCE ONLY. 2. AIR COOLED CONDENSING UNITS (ACCU) AND ASSOCIATED REFRIGERANT PIPING TO RESPECTIVE BRANCK CIRCUIT CONTROLLERS (BCC) ARE PART OF CORE & SHELL SCOPE AND NOT IN SCOPE FOR INTERIORS PACKAGE. 3. REFER TO CORE & SHELL MECHANICAL DRAWINGS FOR MORE DETAILS. IDU L06-04 IDU L06-C01 IDU L06-03 IDU L06-01 IDU L06-02 IDU L06-05 IDU L06-C02 CONNECT CD PIPE TO THE EXISTING SINK TAILPIECE ADAPTER. COORDINATE WITH EXISTING CD PIPE FROM CORE & SHELL AT THE ADAPTER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. 3/4"ø CD 3/4"ø CD 3/4"ø CD 3/4"ø CD 3/4"ø CD 3/ 4 " ø C D 1"ø CD 3/4"ø CD 1" ø C D 1. BRANCH CONTROLLERS (BCC-RXX-YY) & VRF CONDENSING UNITS (ACCU-RXX-YYY) ARE NOT IN SCOPE FOR TENANT INTERIORS PACKAGE & ARE PROVIDED AS PART OF CORE & SHELL PACKAGE. 2. REFER TO CORE & SHELL PACKAGE DRAWINGS FOR LOCATION OF CONDENSING UNITS, BRANCH CONTROLLERS AND ASSOCIATED REFRIGERANT PIPING BETWEEN THEM. 3. REFRIGERANT PIPE SIZES SHALL BE PER VRF MANUFACTURER'S RECOMMENDATIONS. REFER TO REFRIGERANT PIPING SCHEMATIC DIAGRAMS FOR REFRIGERANT PIPE SIZES FROM VRF INDOOR UNITS TO RESPECTIVE BRANCH CONTROLLERS. 4. CONDENSATE DRAIN PIPE FROM RESIDENTIAL UNIT VRF IDU TO TERMINATE AT THE GUY GRAY AUXILIARY DRAIN OUTLET BOX. REFER TO PLUMBING DWG FOR LOCATION OF THE BOX. CONDENSATE DRAIN PIPE SIZING SHALL BE PER VRF MANUFACTURER'S RECOMMENDATION. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:43:29 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M4.106 REFRIGERANT PIPING PLAN - LEVEL 06 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" REFRIGERANT PIPING PLAN - LEVEL 061 BCC XXY-ZZ BCC -VRF BRANCH CONTROLLER XX -FLOOR No. Y -CONDENSING UNIT, SYSTEM A OR B FOR RESPECTIVE FLOOR ZZ -COUNT IDU LXX-YZZ IDU -VRF INDOOR UNIT XX -FLOOR No. Y - A=AMENITY, C=CORRDIOR OR R=RESIDENCE ZZ -COUNT LEGEND: 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 ? ? R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' EF 7-2 EF 7-1 REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C N.I.C N.I.C 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 CIRCULATION R07G13 CIRCULATION R07G09 2BR_2 R07G08 ST_1 R07F09A ST_1 R07F09B 2BR_1 R07F10 ST_1 R07F11A ST_1 R07F11B ST_1 R07F12 2BR_1 R07F13 ST_1 R07F14A ST_1 R07F14B ST_1 R07F15 2BR_2 R07G16 ST_1 R07H16 1BR_1 R07J09 BCC 7A-01 BCC 7A-02 BCC 7B-01 BCC 7B-02 IDU L07-A02A IDU L07-A01 IDU L07-A04 IDU L07-R01A IDU L07-R01B IDU L07-R02 IDU L07-R03 IDU L07-R04 IDU L07-R05 IDU L07-R06 IDU L07-R07 IDU L07-R08 IDU L07-R09 IDU L07-R10 IDU L07-R11 IDU L07-R12A IDU L07-R12B IDU L07-R13 IDU L07-R14 IDU L07-A03 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 IDU L07-C02 IDU L07-C01 IDU L07-A02B CONNECT CD PIPE TO THE EXISTING CD RISER. COORDINATE WITH EXISTING CD PIPE FROM CORE & SHELL AT THE RISER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. CONNECT CD PIPE TO THE EXISTING CD RISER. COORDINATE WITH EXISTING CD PIPE FROM CORE & SHELL AT THE RISER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. 3/ 4 " ø C D 3/4"ø CD 1. BRANCH CONTROLLERS (BCC-RXX-YY) & VRF CONDENSING UNITS (ACCU-RXX-YYY) ARE NOT IN SCOPE FOR TENANT INTERIORS PACKAGE & ARE PROVIDED AS PART OF CORE & SHELL PACKAGE. 2. REFER TO CORE & SHELL PACKAGE DRAWINGS FOR LOCATION OF CONDENSING UNITS, BRANCH CONTROLLERS AND ASSOCIATED REFRIGERANT PIPING BETWEEN THEM. 3. REFRIGERANT PIPE SIZES SHALL BE PER VRF MANUFACTURER'S RECOMMENDATIONS. REFER TO REFRIGERANT PIPING SCHEMATIC DIAGRAMS FOR REFRIGERANT PIPE SIZES FROM VRF INDOOR UNITS TO RESPECTIVE BRANCH CONTROLLERS. 4. CONDENSATE DRAIN PIPE FROM RESIDENTIAL UNIT VRF IDU TO TERMINATE AT THE GUY GRAY AUXILIARY DRAIN OUTLET BOX. REFER TO PLUMBING DWG FOR LOCATION OF THE BOX. CONDENSATE DRAIN PIPE SIZING SHALL BE PER VRF MANUFACTURER'S RECOMMENDATION. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:43:43 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M4.107 REFRIGERANT PIPING PLAN - LEVEL 07 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" REFRIGERANT PIPING PLAN - LEVEL 071 BCC XXY-ZZ BCC -VRF BRANCH CONTROLLER XX -FLOOR No. Y -CONDENSING UNIT, SYSTEM A OR B FOR RESPECTIVE FLOOR ZZ -COUNT IDU LXX-YZZ IDU -VRF INDOOR UNIT XX -FLOOR No. Y - A=AMENITY, C=CORRDIOR OR R=RESIDENCE ZZ -COUNT LEGEND: 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' N.I.C N.I.C 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 CIRCULATION R08G13 CIRCULATION R08G09 2BR_2 R08G10 ST_1 R08F09A ST_1 R08F09B ST_1 R08F10A ST_1 R08F10B 1BR_2 R08F11A ST_1 R08F11B 1BR_2 R08F12 1BR_2 R08F13 ST_1 R08F14A ST_1 R08F14B ST_1 R08F15A ST_1 R08F15B 2BR_2 R08G16 1BR_1 R08J09 1BR_2 R08J11 ST_1 R08H11A ST_1 R08H12A ST_1 R08H12B 1BR_1 R08H13 1BR_1 R08H16 BCC XA-01 BCC XA-02 BCC XB-01 BCC XB-02 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 IDU LXX-R01B IDU LXX-R04 IDU LXX-R05 IDU LXX-R02 IDU LXX-R03 IDU LXX-R07 IDU LXX-R09 IDU LXX-R08 IDU LXX-R06 IDU LXX-R10 IDU LXX-R11 IDU LXX-R12 IDU LXX-R13 IDU LXX-R15IDU LXX-R16 IDU LXX-R17 IDU LXX-R18 IDU LXX-R19 IDU LXX-R20 IDU LXX-R21 IDU LXX-C02 IDU LXX-R14A IDU LXX-C01 IDU LXX-R01A IDU LXX-R14B CONNECT CD PIPE TO THE EXISTING CD RISER. COORDINATE WITH EXISTING CD PIPE FROM CORE & SHELL AT THE RISER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. 3/ 4 " ø C D CONNECT CD PIPE TO THE EXISTING CD RISER. COORDINATE WITH EXISTING CD PIPE FROM CORE & SHELL AT THE RISER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. 3/ 4 " ø C D 1. BRANCH CONTROLLERS (BCC-RXX-YY) & VRF CONDENSING UNITS (ACCU-RXX-YYY) ARE NOT IN SCOPE FOR TENANT INTERIORS PACKAGE & ARE PROVIDED AS PART OF CORE & SHELL PACKAGE. 2. REFER TO CORE & SHELL PACKAGE DRAWINGS FOR LOCATION OF CONDENSING UNITS, BRANCH CONTROLLERS AND ASSOCIATED REFRIGERANT PIPING BETWEEN THEM. 3. REFRIGERANT PIPE SIZES SHALL BE PER VRF MANUFACTURER'S RECOMMENDATIONS. REFER TO REFRIGERANT PIPING SCHEMATIC DIAGRAMS FOR REFRIGERANT PIPE SIZES FROM VRF INDOOR UNITS TO RESPECTIVE BRANCH CONTROLLERS. 4. CONDENSATE DRAIN PIPE FROM RESIDENTIAL UNIT VRF IDU TO TERMINATE AT THE GUY GRAY AUXILIARY DRAIN OUTLET BOX. REFER TO PLUMBING DWG FOR LOCATION OF THE BOX. CONDENSATE DRAIN PIPE SIZING SHALL BE PER VRF MANUFACTURER'S RECOMMENDATION. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:43:56 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M4.108 REFRIGERANT PIPING PLAN - LEVEL 08 - LEVEL 14 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" REFRIGERANT PIPING PLAN - LEVEL 08 - LEVEL 141 BCC XY-ZZ BCC -VRF BRANCH CONTROLLER X -FLOORS 08 TO 14 Y -CONDENSING UNIT, SYSTEM A OR B FOR RESPECTIVE FLOOR ZZ -COUNT IDU LXX-YZZ IDU -VRF INDOOR UNIT XX -FLOORS 08 TO 14 Y - A=AMENITY, C=CORRDIOR OR R=RESIDENCE ZZ -COUNT LEGEND: 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 DN R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' REFER TO PERMITS: B-101107992, B-101107990, B-101107993 N.I.C N.I.C N.I.C 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 CIRCULATION R15G13 STAIR 01 R169 STORAGE R15J10 CIRCULATION R15G15 2BR_1 R15F10 ST_1 R15F11 2BR_1 R15F12 2BR_1 R15F13 2BR_1 R15F15 2BR_2 R15G16 2BR_1 R15J11 ST_1 R15H12 2BR_1 R15H13 1BR_1 R15H16 BCC 15A-01 BCC 15A-02 BCC 15B-01 BCC 15B-02 EF 15-1 EF 15-2 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 IDU L15-C02A IDU L15-C02B IDU L15-C01 IDU L15-R01B IDU L15-R02 IDU L15-R03 IDU L15-R04 IDU L15-R05 IDU L15-R06 IDU L15-R10 IDU L15-R09 IDU L15-R08 IDU L15-R07 IDU L15-R01A CONNECT CD PIPE TO THE EXISTING CD RISER. COORDINATE WITH EXISTING CD PIPE FROM CORE & SHELL AT THE RISER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. 3/ 4 " ø C D EF 1 CONNECT CD PIPE TO THE EXISTING CD RISER. COORDINATE WITH EXISTING CD PIPE FROM CORE & SHELL AT THE RISER. REFER TO CORE & SHELL PLUMBING DWG FOR LOCATION. 3/4"ø CD 3/4"ø CD 3/ 4 " ø C D 1. BRANCH CONTROLLERS (BCC-RXX-YY) & VRF CONDENSING UNITS (ACCU-RXX-YYY) ARE NOT IN SCOPE FOR TENANT INTERIORS PACKAGE & ARE PROVIDED AS PART OF CORE & SHELL PACKAGE. 2. REFER TO CORE & SHELL PACKAGE DRAWINGS FOR LOCATION OF CONDENSING UNITS, BRANCH CONTROLLERS AND ASSOCIATED REFRIGERANT PIPING BETWEEN THEM. 3. REFRIGERANT PIPE SIZES SHALL BE PER VRF MANUFACTURER'S RECOMMENDATIONS. REFER TO REFRIGERANT PIPING SCHEMATIC DIAGRAMS FOR REFRIGERANT PIPE SIZES FROM VRF INDOOR UNITS TO RESPECTIVE BRANCH CONTROLLERS. 4. CONDENSATE DRAIN PIPE FROM RESIDENTIAL UNIT VRF IDU TO TERMINATE AT THE GUY GRAY AUXILIARY DRAIN OUTLET BOX. REFER TO PLUMBING DWG FOR LOCATION OF THE BOX. CONDENSATE DRAIN PIPE SIZING SHALL BE PER VRF MANUFACTURER'S RECOMMENDATION. 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 EXP: 12/31/2025 As indicated 6/12/2024 7:44:12 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M4.115 REFRIGERANT PIPING PLAN - LEVEL 15 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" REFRIGERANT PIPING PLAN - LEVEL 151 BCC XXY-ZZ BCC -VRF BRANCH CONTROLLER XX -FLOOR No. Y -CONDENSING UNIT, SYSTEM A OR B FOR RESPECTIVE FLOOR ZZ -COUNT IDU LXX-YZZ IDU -VRF INDOOR UNIT XX -FLOOR No. Y - A=AMENITY, C=CORRDIOR OR R=RESIDENCE ZZ -COUNT LEGEND: 1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 DN 1. THIS SHEET IS "FOR REFRENCE ONLY". 2. THIS SHEET SHOWS THE LOCATION OF AIR COOLED CONDENSING UNITS (ACCU) FOR INDOOR UNITS PERTAINING TO INTERIORS PACKAGE ONLY. 3. ALL CONDENSING UNITS AND ASSOCIATED REFRIGERANT PIPING TO RESPECTIVE BRANCK CIRCUIT CONTROLLERS (BCC) ARE PART OF CORE & SHELL SCOPE AND NOT IN SCOPE FOR INTERIORS PACKAGE. 4. REFER TO CORE & SHELL MECHANICAL DRAWINGS FOR MORE DETAILS. R09R10R11R12R13R14R15R16R17 RF RG RH RJ RK RL R08R11' MEP SPACE R16G16 ELEVATOR 03 MEP SPACE R16J10 STAIR 02 ELEVATOR EQUIPMENT ROOM R16H09ELEVATOR 01 ELEVATOR 02 STAIR 01 ELEVATOR EQUIPMENT ROOM R16H14 VESTIBULE R16H11 VESIBULE R16H15 ACCU R15B ACCU R14B ACCU R13B ACCU R12B ACCU R11B ACCU R10B ACCU R09B ACCU R15A ACCU R14A ACCU R13A ACCU R12A ACCU R11A ACCU R10A ACCU R09A FOR REFERENCE ONLY 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 EXP: 12/31/2025 As indicated 6/12/2024 7:44:19 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M4.116 REFRIGERANT PIPING PLAN - ROOF 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE:1/8" = 1'-0" REFRIGERANT PIPING PLAN - ROOF1 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 (159.76 kBtu/h) (107.28 kBtu/h) -- ( 0 %) kBtu/h (40.52 kBtu/h) -- ( 0 %) kBtu/h (6.09 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (133.55 kBtu/h) (82.61 / 59.67 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (31.20 / 23.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (4.80 / 3.43 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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 #L01STOR013/8:5/8 89.0 ft(0) End Cap (68.47 kBtu/h) (61.27 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (60.21 kBtu/h) (46.44 / 37.09 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) (208.58 kBtu/h) (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (17.06 kBtu/h) -- ( 0 %) kBtu/h (61.27 kBtu/h) -- ( 0 %) kBtu/h (17.06 kBtu/h) -- ( 0 %) kBtu/h (85.82 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (188.21 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (13.26 / 10.60 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (46.44 / 37.09 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (13.30 / 9.83 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (65.86 / 47.54 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.45 / 12.34 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) (326.68 kBtu/h) (31.43 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (85.82 kBtu/h) -- ( 0 %) kBtu/h (85.82 kBtu/h) -- ( 0 %) kBtu/h (85.82 kBtu/h) -- ( 0 %) kBtu/h (256.40 kBtu/h) (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (65.86 / 47.54 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (65.86 / 47.54 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (65.86 / 47.54 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ARUM288DTE5 Additional Refrigerant : 67.65 lbs (Precharged Refrigerant : 54.10 lbs) Connection Branch Pipe : ARCNB21 Combi. : ARUM096DTE5,ARUM192DTE5 ARBLB071213/4:1-1/8:1-3/8 223.0 ft(0) PRHR083A #BCC-07A-01 3/8:3/4:7/8 3.0 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 PRHR063A #BCC-07A-02 5/8:7/8:1-1/8 28.0 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) (200.89 kBtu/h) (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (8.48 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (162.35 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (6.50 / 5.09 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ARUM168DTE5 Additional Refrigerant : 48.76 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) ARNU123MAA4 #IDU-L07-C011/4:1/2 39.0 ft(0) ARNU073MAA4 #IDU-L07-A031/4:1/2 15.0 ft(0) PRHR083A #BCC-07B-02 1/2:7/8:1-1/8 34.0 ft(0)8 1 ARNU243MAA4 #IDU-L07-R133/8:5/8 26.0 ft(0) ARNU283M2A4 #IDU-L07-R12A3/8:5/8 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) ARNU283M2A4 #IDU-L07-R12B3/8:5/8 36.0 ft(0) End Cap © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 NONE 6/12/2024 7:44:22 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M6.001 REFRIGERANT PIPING SCHEMATIC DIAGRAM 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1 SCALE: NONE1ACCU-R01 SCALE: NONE2ACCU-R03C SCALE: NONE3ACCU-R06 SCALE: NONE4ACCU-R07A SCALE: NONE5ACCU-R07B 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 (169.09 kBtu/h) (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (136.38 kBtu/h) (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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-R01B3/8:5/8 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) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (185.19 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.45 / 12.34 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h ARUM192DTE5 Additional Refrigerant : 47.07 lbs (Precharged Refrigerant : 30.90 lbs) ARBLB071215/8:1-1/8:1-1/8 174.0 ft(0) PRHR083A #BCC-08B-01 1/2:7/8:1-1/8 24.0 ft(0)8 1 ARNU243MAA4 #IDU-L08-R163/8:5/8 25.0 ft(0) ARNU183TSA4 #IDU-L08-C021/4:1/2 37.0 ft(0) ARNU183MAA4 #IDU-L08-R091/4:1/2 28.0 ft(0) ARNU093MAA4 #IDU-L08-R081/4:1/2 12.0 ft(0) ARNU243MAA4 #IDU-L08-R073/8:5/8 37.0 ft(0) ARNU123MAA4 #IDU-L08-C011/4:1/2 40.0 ft(0) ARNU123MAA4 #IDU-L08-R181/4:1/2 28.0 ft(0) ARNU123MAA4 #IDU-L08-R171/4:1/2 16.0 ft(0) PRHR083A #BCC-08B-02 3/8:3/4:7/8 30.0 ft(0)8 1 ARNU243MAA4 #IDU-L08-R153/8:5/8 31.0 ft(0) ARNU243MAA4 #IDU-L08-R14A3/8:5/8 36.0 ft(0) ARNU093MAA4 #IDU-L08-R131/4:1/2 31.0 ft(0) ARNU093MAA4 #IDU-L08-R121/4:1/2 21.0 ft(0) ARNU093MAA4 #IDU-L08-R111/4:1/2 15.0 ft(0) ARNU093MAA4 #IDU-L08-R101/4:1/2 28.0 ft(0) ARNU243MAA4 #IDU-L08-R14B3/8:5/8 36.0 ft(0) End Cap (169.09 kBtu/h) (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (137.06 kBtu/h) (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (186.11 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.45 / 12.34 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 NONE 6/12/2024 7:44:25 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1 SCALE: NONE1ACCU-R08A SCALE: NONE2ACCU-R08B SCALE: NONE3ACCU-R09A SCALE: NONE4ACCU-R09B © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 NONE 6/12/2024 7:44:25 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M6.002 REFRIGERANT PIPING SCHEMATIC DIAGRAM 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 (169.09 kBtu/h) (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (137.75 kBtu/h) (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (187.03 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.45 / 12.34 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (138.43 kBtu/h) (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (187.94 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.45 / 12.34 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 NONE 6/12/2024 7:44:28 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1SCALE: NONE1ACCU-R10A SCALE: NONE2ACCU-R10B SCALE: NONE3ACCU-R11A SCALE: NONE4ACCU-R11B © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 NONE 6/12/2024 7:44:28 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M6.003 REFRIGERANT PIPING SCHEMATIC DIAGRAM 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 (169.09 kBtu/h) (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (139.11 kBtu/h) (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (188.86 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.45 / 12.34 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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 (169.09 kBtu/h) (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (139.80 kBtu/h) (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (189.78 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.45 / 12.34 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 NONE 6/12/2024 7:44:30 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1SCALE: NONE1ACCU-R12A SCALE: NONE2ACCU-R12B SCALE: NONE3ACCU-R13A SCALE: NONE4ACCU-R13B © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 NONE 6/12/2024 7:44:30 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M6.004 REFRIGERANT PIPING SCHEMATIC DIAGRAM 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 (169.09 kBtu/h) (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (31.43 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (140.48 kBtu/h) (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (24.14 / 18.31 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (10.88 kBtu/h) -- ( 0 %) kBtu/h (27.24 kBtu/h) -- ( 0 %) kBtu/h (190.69 kBtu/h) (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.45 / 12.34 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (8.24 / 6.66 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (20.87 / 15.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (46.90 kBtu/h) -- ( 0 %) kBtu/h (40.52 kBtu/h) -- ( 0 %) kBtu/h (61.27 kBtu/h) -- ( 0 %) kBtu/h (40.52 kBtu/h) -- ( 0 %) kBtu/h (40.52 kBtu/h) -- ( 0 %) kBtu/h (195.14 kBtu/h) (36.13 / 27.45 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (36.13 / 27.45 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (31.20 / 23.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (46.44 / 37.09 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (31.20 / 23.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (31.20 / 23.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) -- ( 0 %) kBtu/h (17.06 kBtu/h) -- ( 0 %) kBtu/h (21.46 kBtu/h) -- ( 0 %) kBtu/h (40.52 kBtu/h) -- ( 0 %) kBtu/h (13.57 kBtu/h) -- ( 0 %) kBtu/h (40.52 kBtu/h) -- ( 0 %) kBtu/h (40.52 kBtu/h) -- ( 0 %) kBtu/h (40.52 kBtu/h) -- ( 0 %) kBtu/h (191.73 kBtu/h) (41.43 / 31.91 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (13.26 / 10.60 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (16.43 / 11.81 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (31.20 / 23.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (10.60 / 8.48 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (31.20 / 23.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (31.20 / 23.63 kBtu/h) -- ( 0 %) / -- ( 0 %) kBtu/h (31.20 / 23.63 kBtu/h) -- ( 0 %) / -- ( 0 %) 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) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 NONE 6/12/2024 7:44:33 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M6.005 REFRIGERANT PIPING SCHEMATIC DIAGRAM 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1SCALE: NONE1ACCU-R14A SCALE: NONE2ACCU-R14B SCALE: NONE3ACCU-R15A SCALE: NONE4ACCU-R15B 1 1 06.17.2024 REVISION TO PERMIT 1/15/2025 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" W A. L . D . A 3A DOUBLE THICKNESS TURNING VANES ROUND ELBOW W/ TURNING BLADES IF W > 18" ADJUSTABLE TAP DAMPER OFFSET IN VERTICAL PLANE SHALL BE MADE WITH SMOOTH FITTINGS. ARROW IN DIRECTION OF AIRFLOW. OFFSET IN HORIZONTAL PLANE SHALL BE MADE WITH SMOOTH FITTINGS. PLENUM OVER DIFFUSER CONICAL FITTINGS REGULATION OF VOLUME DAMPER SHALL BE ACCESSIBLE THROUGH THE FACE OF DIFFUSER ACCESS DOOR IN DUCT FLD MOUNTING TYPE DEPENDS ON AIR VELOCITIES AND DUCT SIZE - SEE SPECIFICATIONS. RATING EQUAL TO PARTITION UNLESS NOTED OTHERWISE. (2HR MIN.) COIL WITH FLANGED CONNECTION ALL AROUND DIRECTION OF FLOW ACCESS DOORS NOTE: INSTALL ELECTRIC DUCT HEATERS 2'-0" MIN FROM ANY FANS, ELBOWS, OR "T" FITTINGS. VOLUME DAMPER AUTOMATIC LOUVER DAMPER (MOTORIZED DAMPER) BDD - BACKDFAFT DAMPER TRANSITION FLEXIBLE CONNECTION INTERLOCK WITH HEAT PUMP UNIT. IN HEATING MODE RADIANT SHALL BE ENERGIZED AS SECOND STAGE SOLID CROSS INDICATES UP OR TOWARD. DASHED CROSS INDICATES DOWN OR AWAY. SUPPLY RETURN OR EXHAUST GRILLE, REGISTER AND DIFFUSER SYMBOLS: SQUARE CEILING SUPPLY DIFFUSER OR REGISTER ROUND CEILING SUPPLY DIFFUSER OR REGISTER CEILING RETURN OR EXHAUST GRILLE OR REGISTER SIDEWALL SUPPLY REGISTER SIDEWALL RETURN OR EXHAUST GRILLE OR REGISTER TYPE (SEE SCHEDULE) ∅NECK SIZE OR WIDTH X HEIGHT OR SLOT X LENGTH CFM A 8 300 ELECTRIC RADIANT HEAT (TYP.) BDD AL D VD VD AL D BDD HEATING COIL HTG. COIL FIRE DAMPER FIRE RATED WALL FLD FLD PLENUM OVER DIFFUSER CONN. TO LINEAR DIFFUSER PLENUM HORIZONTAL OFFSET RISE OR DROP ELEVATION SUPPLY TAP TAKE-OFF ELBOW R = 3W/4 RETURN RI S E OR DO W N WHERE DUCTWORK IS SHOWN SINGLE LINE, FOLLOWING SHALL APPLY FOR ACTUAL DUCT CONSTR. SINGLE LINE ACTUAL CONSTRUCTION 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 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 DIR SUPPLY DUCT (FROM FAN POWERED TERMINAL UNITS) 25mm ACOUSTICAL DUCT LINING FLEXIBLE DUCT VOLUME DAMPER SUPPLY PLENUM PERIMETER LINEAR DIFFUSER GLASS CEILING NOTES: 1.ALL EXPOSED SURFACES SHALL BE FLAT BLACK. PROVIDE MOUNTING FLANGE ON DUCT FOR FASTENING OF DUCT SO EDGE OF GRILLE BORDER FLANGE IS FLUSH WITH OUTSIDE FACE OF DUCT DUCT-MOUNTED GRILLE DUCT- MOUNTED VOLUME DAMPER RECTANGULAR ANGLE TAP AI R F L O W 45 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 N.T.S 6/12/2024 7:44:36 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M9.001 MECHANICAL DETAILS 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE: N.T.S1PIPE SUPPORTS SCALE: N.T.S2RISER SUPPORT SCALE: N.T.S3DUCTWORK SYMBOLS & STANDARDS SCALE: N.T.S4SPLIT SYSTEM SCALE: N.T.S5TRANSFER DUCT SCALE: N.T.S7TYPICAL SUPPLY DIFFUSER CONNECTION SCALE: N.T.S8TYPICAL SUPPLY DIFFUSER CONNECTION 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 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 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". W VERTICAL RETURN DUCT MAIN BRANCH SUB BRANCH MAIN BRANCH AIR FLOW W = 4" MIN. W2 AI R FL O W SPLITTER MAY BE USED R=A+3/4W W X D 2 AI R FL O W R W W L FLOW STANDARD RADIUS ELBOW AIR VOLUME DAMPER (TYPICAL) FLEXIBLE DUCT 45 DEGREE CLINCH COLLAR SPLITTERS ARE NOT USED AT THIS TYPE OF ENTRY ACCESS DOOR R = W SET SCREW SUB BRANCH HINGE OR ROD SEAMS ON ALL CORNERS BEAD OR CROSSBREAK IF REQUIRED SEE DUCT CONSTRUCTION DETAILS FOR CONNECTIONS AND BRACING REQUIREMENTS CLOSE OPENING AT CORNERS 45 DEGREE ENTRY CORNER FILLER PIECE OR USE GASKET CLINCH LOCK STRAIGHT TAP AIR EXTRACTOR (WHEN SPECIFIED) ACCESSIBLE CONTROL IN AIR OUTLET COLLAR IF W1 DOES NOT EQUAL W2 SPECIAL PROVISIONS MUST BE MADE IN VANE SHAPE OR ANGLE OF ENTRY AND EXIT THIS APPLIES TO ALL TYPES OF VANES. 30 DEGREES MAXIMUM ON CONVERGING FLOW 20 DEGREES MAXIMUM ON DIVERGING FLOW SEE DUCT CONSTRUCTION DETAILS FOR CONNECTIONS SEAM AIR FLOW VOLUME DAMPER FULL RADIUS WHERE POSSIBLE (R = W) AI R FL O W W1 W R R AIR FLOW 20° MAXIMUM FLAT ON BOTTOM A X D1R=3/4W 45 DEGREES L = 1/4 W, 4"MIN. 3 6 5 8 7 2 21 9 10 3 4 1.H.I.T. OR CADDY BEAM CLIP FOR APPROPRIATE BEAM THICKNESS. 2.PHILLIPS JS14C (BSA APPROVAL NO. 39058 SM) OR EQUAL, OR FORCED ENTRY FASTENERS. 3.BAND IRON HANGER PER CODE OR SMACNA. 4.TURN UNDER WHEN DUCT IS OVER 47" WIDE. 5.PHILLIPS J38C OR EQUAL 6.THREADED ROD COUPLING. 7.THREADED ROD (SIZE AS REQUIRED 3/8" MIN). 8.SCISSOR CLAMP ON REINFORCED ROD. 9.G.A.T. CHANNEL CLAMP SLAB FASTENER. 10.STEEL ROD (3/8"MIN.) 11. FORCED ENTRY FASTENERS APPROVED ONLY IF ACCEPTABLE TO LOCAL CODE. NOTES: USE TOP OR BOTTOM CONNECTIONS WHEN SPACE OR DUCT SIZE LIMITATAD MAIN SUPPLY DUCT MANUAL VOLUME DAMPER FLEXIBLE DUCT SUSPENDED CEILING SUPPLY DIFFUSER SUPPORT TO AVOID SAGGING 1. LENGTH OF FLEXIBLE DUCTS SHALL NOT EXCEED 5'-0", INCLUDING ELBOWS. 2. WHERE ACCOUSTICAL FLEXIBLE DUCT IS SHOWN, PROVIDE FLEXMASTER, TYPE 8M UL 181 CLASS 1 AIR DUCT. 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 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 N.T.S 6/12/2024 7:44:39 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M9.002 MECHANICAL DETAILS 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 SCALE: N.T.S1SUPPLY DUCT FITTINGS SCALE: N.T.S2RETURN EXHAUST DUCT FITTINGS SCALE: N.T.S3ROUND DUCT SUPPORT SCALE: N.T.S4RECTANGULAR DUCT SUPPORT SCALE: N.T.S5DUCT CONSTRUCTION DETAILS SCALE: N.T.S6METHOD OF HANGING DUCTWORK SCALE: N.T.S7TYPICAL SUPPLY DIFFUSER CONNECTION SCALE: N.T.S8EXHAUST FAN INLINE 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 Y-BRANCH INSTALLATIONLG MULTI V INSIDE FLOOR AND WALL REFRIGERANT PIPE PENETRATIONLG MULTI V 5 PIPING LIMITATIONS LG MULTI V HEAT RECOVERY UNIT MOUNTING DETAILLG MULTI V HORIZONTAL FAN COIL MOUNTING DETAILLG MULTI V CEILING CASSETTE MOUNTING DETAIL MAX. ELEVATION DIFFERENCE BETWEEN HRUs W/ Y-BRANCH MAX. ELEVATION DIFFERENCE BETWEEN HRUs IN SERIES MAX. ELEVATION DIFFERENCE HIGHEST AND LOWEST IDU MAX. ELEVATION DIFFERENCE IDUs FOR SAME HRU MAX. ELEVATION DIFFERENCE HRU AND IDU FOR HRUs IN SERIES MAX. ELEVATION DIFFERENCE ODU AND IDU MAX. ELEVATION DIFFERENCE BETWEEN ODUs MAX. DISTANCE BETWEEN ODU TO ODU LONGEST PIPE LENGTH AFTER 1ST BRANCH MAX. LENGTH OF FARTHEST IDU BETWEEN NEAREST IDU FROM ODU TOTAL PIPE LENGTH DESCRIPTION A B C D E F G LENGTH 49' 16' 131' 49' 49' 360' 16.4' 33' 131' 131' 3280' REFRIGERANT PIPE INSULATION SLEEVE WALL INSIDE WALL PENETRATION INSIDE FLOOR PENETRATION FLOOR WATERPROOF CAULKING SLEEVE INSULATION REFRIGERANT PIPE 20" Y-BRANCH 20" 20" Y-BRANCH FCU FCU FCU FCU FCU FCU D C AE F B G THREADED ROD TO STRUCTURE ABOVE REFER TO STRUCTURAL DRAWINGS FOR CONNECTION REQUIREMENTS SEISMIC BRACING SEE STRUCTURAL DRAWINGS FAN COIL MOUNTING BRACKETS FOUR CORNERS OUTSIDE AIR CONNECTION SUPPLEMENTAL VENTILATION KIT IF REQUIRED FCU ANTI-VIBRATION MATERIAL INTERNAL CONDENSATE LIFT PUMP CONNECTION REFRIGERANT PIPINGCEILING TILE GENERAL GUIDELINE CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC CLEARANCE GUIDELINES P 3/4 " C OND E NS A T E D RA I N L INE W IT H T R A P & V E N T T O A N AP P ROV E D RE C E P T OR S E E P LUM B I NG DRA WIN GS CONTROL PANEL FLEXIBLE CONNECTION LINED SUPPLY AIR DUCT FAN COIL MOUNTING BRACKETS FOUR CORNERS FAN COIL SEISMIC BRACING SEE STRUCTURAL DRAWINGS OPTIONAL LIFT PUMP CONDENSATE DRAIN CONNECTION ANTI-VIBRATION MATERIAL FILTER BOX WITH SIDE OR BOTTOM FILTER ACCESS AS REQUIRED SHEET METAL RETURN AIR AND OUTSIDE AIR DUCT WITH DUCT DAMPER AND LOCKING QUADRANT (TYPICAL) LINED RETURN PLENUMREFRIGERANT PIPING INTERNAL CORROSION RESISTANT DRAIN PAN WITH CONDENSATE OVERFLOW PROTECTION CONTRACTOR TO PROVIDE SECONDARY DRAIN PAN IF REQUIRED OR SPECIFICALLY NOTED ON PLAN THREADED ROD TO STRUCTURE ABOVE REFER TO STRUCTURAL DRAWINGS FOR CONNECTION REQUIREMENTS THREADED ROD TO STRUCTURE ABOVE REFER TO STRUCTURAL DRAWINGS FOR CONNECTION REQUIREMENTS HEAT RECOVERY UNIT (HRU) MOUNTING BRACKETS FOUR CORNERS LIQUID PIPE LOW PRESSURE VAPOR PIPE HIGH PRESSURE VAPOR PIPE SEISMIC BRACING SEE STRUCTURAL DRAWINGS BI-DIRECTIONAL REFRIGERANT FLOW SEE DRAWINGS FOR BOX ORIENTATION 12" OF ACCESS ON ALL SIDES RECOMMENDED FOR INSTALLATION CLEARANCE ABOVE UNIT 4" MINIMUM 12" RECOMMENDED SERVICE ACCESS AREA 18" MINIMUM GENERAL GUIDELINE CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC CLEARANCE GUIDELINES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2021 Tel 949.863.9434 Fax 949-553-1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92600 USA EXP: 12/31/2025 N.T.S 6/12/2024 7:44:41 AM BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/228011-04_3RD-B_MECH_R20.rvt R2.M9.003 MECHANICAL DETAILS 228011-04 3rd & Broadway Residential Tower Tenant Interiors 1103 North Broadway Santa Ana, CA 92701 1 06.13.2022 ISSUE FOR PLAN CHECK 1 06.17.2024 REVISION TO PERMIT 1/15/2025 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:39:06 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-P5.21 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 Revision to 30144553 (issued on 12/1/2023) Rev #30147597 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:39:07 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 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:07 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 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. BOOSTER PUMP 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. 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:09 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:39:10 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 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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: 05/22/24 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 HAZEN WILLIAMS C FACTOR:130 COLD WATER MAX. VELOCITY:8 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 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 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 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 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:12 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:13 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:14 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 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:19 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:20 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 ELEVATOR 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:25 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:28 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" 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT A. PROVIDE CONDENSATE PUMP TO ALL FCU. SEE R1-P9.2-3. 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 UP 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 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:29 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" 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT A. PROVIDE CONDENSATE PUMP TO ALL FCU. SEE R1-P9.2-3. 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:32 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:36 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 UP UP DN 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 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 UP 1" 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 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:39:36 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 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 1 3" SD CONT. TO PLANTER DRAIN. REFER TO LANDSCAPING DRAWINGS FOR PLANTER DRAIN LOCATIONS. 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 ? ? ? ? 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 ELEVATOR 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 R06F15 CONFERENCE 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 2" 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 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 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 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:39:40 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" 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 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. 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 ? ? 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 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 2 SOV 10 SOV 11 SOV 17 SOV 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 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:39:41 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 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 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. 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 SOV 1 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 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 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 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 & DN SHEET NOTES GENERAL NOTES KEY PLAN Ref North © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:39:43 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 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 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. 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 ? ? 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 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 SHEET NOTES GENERAL NOTES KEY PLAN Ref North © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:39:44 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 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 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. 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:46 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 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT 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. 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 ? ? 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:49 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:39:50 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:39:51 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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" 6/12/2024 7:39:52 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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" (1464 DFU) 6" (257 DFU) 4" HUB-1 6"(250 DFU) 4" 48 DFU 3" 6 DFU SOV 1 3" 11 DFU 4" 77 DFU SOV 3 4" 86 DFU 3" 11 DFU SOV 4 4" 86 DFU 3" 11 DFU SOV 5 4" 88 DFU 3" 11 DFU SOV 6 4" 88 DFU 3" 11 DFU SOV 7 4" 83 DFU 3" 11 DFU SOV 8 4" 88 DFU 3" 11 DFU SOV 9 4" 83 DFU 3" 11 DFU SOV 10 3" 11 DFU 4" 77 DFU SOV 12 3" 11 DFU 4" 85 DFU SOV 13 3" 6 DFU 4" 47.5 DFU SOV 14 3" 11 DFU 4" 77 DFU SOV 15 3" 11 DFU 4" 77 DFU SOV 16 SOV 4 SOV 5 4" (97 DFU) 4" (97 DFU) SOV 2 SOV 3 4" (88 DFU) 4" (88 DFU) SOV 1 4" (54 DFU) SS B 4" (194 DFU) 4" (176 DFU) 6" (424 DFU) SOV 22 4" (99 DFU) SS A 4" (198 DFU) SOV 23 4" (99 DFU) SS C 6" (570 DFU) SOV 21 4" (94 DFU) 4" (99 DFU) SOV 6 SOV 20 SOV 7 4" (83 DFU) 4" (99 DFU) 6" (377 DFU) SOV 194" (88 DFU) SOV 184" (88 DFU) 4" (19 DFU) 4" SS CAPPED FFU FOR RESTROOMS/JANITOR SPACES ON LEVEL ABOVE 6" (476 DFU) 6" (294 DFU) 6" (275 DFU) 4" (176 DFU) SS D 6" (466 DFU) SOV 17 SOV 10 4" (89 DFU) 4" (94 DFU) 6" (271 DFU) SOV 114" (88 DFU) 4" (182 DFU) SOV 84" (94 DFU) 4" (96 DFU) 2" (2 DFU) 2" SS CAPPED FFU FOR CLUB HOUSE ON LEVEL ABOVE 4" (99 DFU) SOV 9 4" (195 DFU) SS B 6" (426 DFU) 6" (624 DFU) SS A 4" (198 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" (570 DFU) 6" (632 DFU) 8" (884 DFU) 6" (634 DFU) 8" (886 DFU) 8" (1456 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" (426 DFU) © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:39:57 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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" 83 DFU 3" 6 DFU SOV 17 4" 88 DFU 3" 6 DFU SOV 21 4" 88 DFU 3" 11 DFU SOV 22 4" 88 DFU 3" 11 DFU SOV 23 SS E 6" (413.5 DFU) SOV 144" (53.5 DFU) 6" (325.5 DFU) SOV 134" (96 DFU) SOV 164" (88 DFU) SOV 124" (88 DFU) 4" (88 DFU) SOV 15 4" (176 DFU) 6" (264 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 ABOVE 4" (21 DFU) 6" (241 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" (241 DFU) 8" (707 DFU) SS D 6" (466 DFU) TS TS 8" (663.5 DFU) 10" (1370.5 DFU) 10" (1978.5 DFU) 6" (608 DFU) 10" (1986.5 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. © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:40:02 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 3" 11 DFU 4" 77 DFU SOV 1 4" 48 DFU 4" 54 DFU 2" 6 DFU 4" 77 DFU 4" 88 DFU 2" 11 DFU SOV 2 (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 4" 77 DFU 4" 88 DFU 2" 11 DFU SOV 3 (11 DFU) 3" (6 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 4 4" 86 DFU 4" 97 DFU 2" 11 DFU (6 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 5 4" 86 DFU 4" 97 DFU 2" 11 DFU (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 6 4" 88 DFU 4" 99 DFU 2" 11 DFU (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 7 4" 88 DFU 4" 99 DFU 2" 11 DFU (6 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 8 4" 83 DFU 4" 94 DFU 2" 11 DFU (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 9 4" 88 DFU 4" 99 DFU 2" 11 DFU (6 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 10 4" 83 DFU 4" 94 DFU 2" 11 DFU (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 4" 77 DFU 4" 88 DFU 2" 11 DFU SOV 12 (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 4" 85 DFU 4" 96 DFU 2" 11 DFU SOV 13 (11 DFU) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" (6 DFU) 3" 4" 47.5 DFU 4" 53.5 DFU 2" 6 DFU SOV 14 (6 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 4" 77 DFU 4" 88 DFU 2" 11 DFU SOV 15 (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 4" 77 DFU 4" 88 DFU 2" 11 DFU SOV 16 (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 3" 11 DFU 4" 77 DFU 4" 77 DFU 4" 88 DFU 2" 11 DFU SOV 11 SOV 11 (8 DFU) ALL GENDER RR AND JANITOR 4" (5.5 DFU) ALL GENDER RR AND VESTIBULE 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.) © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:40:05 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 17 4" 83 DFU 4" 89 DFU 2" 6 DFU (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 3" 11 DFU 4" 77 DFU 4" 77 DFU 4" 88 DFU 2" 11 DFU SOV 18 SOV 18 (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 3" 11 DFU 4" 77 DFU 4" 77 DFU 4" 88 DFU 2" 11 DFU SOV 19 SOV 19 (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" 3" 11 DFU 4" 72 DFU 4" 77 DFU 4" 83 DFU 2" 6 DFU SOV 20 SOV 20 (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 21 4" 89 DFU 4" 94 DFU 2" 6 DFU (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 22 4" 88 DFU 4" 99 DFU 2" 11 DFU (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" (11 DFU) 3" SOV 23 4" 88 DFU 4" 99 DFU 2" 11 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. SOVENT VENTING SHALL CONFORM WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (TYP.) © 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 Job No.: Contact: www.glumac.com 18200 Von Karman Ave., Suite 100 Irvine, CA 92612 T. 949.833.8190 1/8" = 1'-0" 6/12/2024 7:40:10 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:40:11 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:40:12 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 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:40:13 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 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:40:14 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 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:40:14 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 4 EOR: SEAN AGUON LIC#: M4127410/11/2024 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 6/12/2024 7:40:15 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 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 6/12/2024 7:40:15 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 4 EOR: SEAN AGUON LIC#: M41274 10/11/2024 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 NOT FOR CONSTRUCTION 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 6/12/2024 7:40:15 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 1 9/21/2021 REISSUE FOR PLAN CHECK 2 01/18/2022 REISSUE FOR PLAN CHECK 4 06/17/2024 REVISION TO PERMIT (FOR REFERENCE ONLY) EOR: SEAN AGUON LIC#: M41274 10/11/2024 Sapin Dev Rev Application Data Sheet Planning and Building Agency Planning Division 20 Civic Center Plaza P.O. Box 1988 (M-20) Santa Ana, CA 92702 (714) 647-5804 www.santa-ana.org Master I.D.:2021-168882 Project Address:301 N Broadway Application Number: Planner/Project Manager:Pezeshkpour, Ali Application Date:07/25/2024 Determination:Staff Review Application Description: RES-2024-1606-ALT Revisions to 3rd & Broadway mixed-use residential and commercial building to relocate residential units, eliminate a level of residential to 15 total stories, modification to building cores, bicycle parking, outdoor terrace, rooftop pool deck, lobby/leasing/mail rooms, rash rooms, and amenity spaces. Zoning: General Plan: SD84 DC-3 Project Name:3rd & Broadway Project - New Mixed-Use Building Dev Rev Project Conditions: Added By OK to plan check.2024-07-25Pezeshkpour, Ali Page 1 of 1