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HomeMy WebLinkAbout901 W First St - Plan90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 3 / 2 7 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: CHRISTIAN CHURCH HOME FLOWER PARK PLAZA 111.78 KW-DC / 76.29 KW-AC PHOTOVOLTAIC SYSTEM 901 W 1ST STREET, STA. ANA, CA 92703 VICINITY MAP PV-1.0 COVER PAGE PROJECT LOCATION 1. DESIGNED IN ACCORDANCE WITH THE CALIFORNIA STATE BUILDING CODE. ALL WORK IS TO BE PERFORMED BY LICENSED WORKMEN AND COMPLETED IN ACCORDANCE WITH THE STATES' ADOPTED NEC. 2. ALL ELECTRICAL WORKS SHALL BE DESIGNED PER 2022 CALIFORNIA ELECTRICAL CODE, AND 2020 NATIONAL ELECTRICAL CODE. 3. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION. 4. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THESE DRAWINGS AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT PROCEED WITH THE AFFECTED WORK. 5. DIMENSION OF EXISTING ELEMENTS SHOWN SHOULD BE USED FOR INFORMATIONAL PURPOSES ONLY. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 6. ARRAY LAYOUT IS BASED ON A COMBINATION OF SHADING, STRINGING, AND WIND ZONE PLACEMENT ON THE ROOF. THE PANEL INSTALLER SHALL NOT DEVIATE FROM THE LAYOUT SHOWN WITHOUT APPROVAL FROM THE ENGINEER. CONTRACTOR SHALL SURVEY AND INSPECT ALL AREAS PRIOR TO PERFORMING SERVICES TO ENSURE CLEARANCES CAN BE MET AND NO INTERFERENCES EXIST. NO CUTTING OR DRILLING IS TO BE PERFORMED PRIOR TO LOCATING EXISTING STRUCTURAL MEMBERS AND UTILITIES. 7. ELECTRICAL RUNS SHOWN ON PLAN REPRESENT A GENERAL LAYOUT. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LAYOUT IN THE FIELD DURING CONSTRUCTION. 8. THE INSTALLER SHALL VERIFY THE PROJECT SOUTH DIRECTION IN THE FIELD, AND INSTALL THE MODULES AS INDICATED ON THE PLANS. THE MODULES SHALL BE INSTALLED AS TILTED TOWARDS THE GENERAL DIRECTION OF PROJECT SOUTH. 9. FRONT OF THE INVERTER SHALL NOT FACE PROJECT SOUTH. ORIENT THE INVERTER SUCH THAT IT IS FACING NORTH WHEN POSSIBLE. IF SPACE IS A LIMITING FACTOR THEN THE INVERTER SHALL BE ALLOWED TO FACE PROJECT EAST OR WEST. 10. CONNECTORS SHALL BE OF LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE READILY ACCESSIBLE AND OPERATING AT OVER 30V SHALL REQUIRE TOOL TO OPEN AND MARKED "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING" 11. THE ROOF MOUNTED PHOTOVOLTAIC MODULES, PANELS OR SOLAR VOLTAIC ROLL ROOFING MATERIAL SHALL HAVE THE SAME OR BETTER LISTED FIRE-RESISTANCE RATING THAN THE BUILDING ROOF-COVERING MATERIAL 12. INSTALL A COMPLETE AND OPERATIONAL SOLAR PHOTOVOLTAIC SYSTEM INCLUDING THE RECONNECTION OF ANY EXISTING ELECTRICAL EQUIPMENT DISTURBED DURING SOLAR PHOTOVOLTAIC ARRAY INSTALLATION. 13. THESE DRAWINGS ARE DIAGRAMMATICAL AND DO NOT SHOW ALL MATERIALS NEEDED. CONTRACTOR IS REQUIRED TO PROVIDE ANY AND ALL CONDUITS, CABLE TRAYS, CONNECTORS, SWEEPS, FITTINGS, HANGERS, SUPPORTS, PULL BOXES, JUNCTION BOXES, AND COVER PLATES REQUIRED TO COMPLETE THE SOLAR PV SYSTEM(S) IN ACCORDANCE WITH THE NEC. 14. SERVICE ENTRANCE RATED EQUIPMENT, C/T CABINETS, AND METER SOCKETS ARE TO BE APPROVED FOR USE BY THE LOCAL UTILITY COMPANY 15. ELECTRICAL EQUIPMENT INSTALLED MUST BE LABELED, UL LISTED, AND INSTALLED ACCORDINGLY. 16. REQUIRED PERMITS AND INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE COORDINATED WITH THE AUTHORITY HAVING JURISDICTION (AHJ). THIS SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM THE LOCAL JURISDICTION AND THE UTILITY PERMIT IS OBTAINED. 17. ALL PENETRATIONS THROUGH FIRE AND SMOKE RATED PARTITIONS MUST BE SEALED WITH A FIRE RATED MATERIAL EQUIVALENT IN RATING TO THE PARTITION PENETRATED. PROJECT SCOPE: THE FOLLOWING NEW 111.78 KW-DC, 76.29 KW-AC PHOTOVOLTAIC (PV) SYSTEM WILL BE MOUNTED ON THE ROOF OF A RESIDENTIAL APARTMENT BUILDING. THE SYSTEM IS GRID INTERACTIVE. WHEN UTILITY POWER IS PRESENT, THE SYSTEM WILL PRODUCE ELECTRIC POWER, WHEN THE UTILITY POWER FAILS, THE SYSTEM WILL SHUT DOWN AND DISCONNECT FROM THE GRID. THE SYSTEM WILL RETURN TO NORMAL OPERATION ONCE THE UTILITY POWER IS RESTORED. SYSTEM INFORMATION: SOLAR PANELS: (207) JA SOLAR JAM72D30-540/MB (540W) INVERTER(S): (1) SOLAREDGE SE50KUS [208V] (1) SOLAREDGE SE17.3KUS [208V] (1) SOLAREDGE 10KUS [208V] MOUNTING SYSTEM: IRONRIDGE TILT UP THE INVERTER IS LISTED TO UL1741 FOR GRID INTERACTIVE INVERTERS. DC/AC CONVERTER WILL BE MOUNTED ON THE ROOFTOP WITHIN THE PV MODULES. OUTPUT FROM THE GRID-INTERACTIVE INVERTER WILL BE INTER-CONNECTED TO THE UTILITY GRID IN ACCORDANCE WITH NEC/CEC 705.12. PROJECT DIRECTORY: SHEET DIRECTORY GENERAL AND ELECTRICAL DRAWINGS: PV-1.0 COVER PAGE PV-2.0 SITE PLAN PV-3.0 ELECTRICAL ROOF PLAN PV-4.1 SINGLE LINE DIAGRAM PV-4.2 PLACARDS & EQUIPMENT ELEVATION PV-5.1 PV DATASHEETS PV-5.2 PV DATASHEETS PV-6.0 ATTACHMENT SHEET STRUCTURAL DRAWINGS: S-0.0 STRUCTURAL NOTES S-1.0 STRUCTURAL DETAILS S-2.0 ROOF FRAMING PLAN S-3.0 ELEVATION VIEW PROJECT ADDRESS: 901 W 1ST ST., STA. ANA, CA 92703 SUMMARY: 11-STORY, 197-UNIT RESIDENTIAL APARTMENT BUILDING ZONING CODE: SD-18 BUILDING CONSTRUCTION TYPE: TYPE I OCCUPANCY: R-2 (APARTMENT), A-3 ( MULTI-USE ROOM), B (ADMINISTRATION OFFICES) SPRINKLERED: YES BLDG HEIGHT (IN FEET): 101'-11" BUILDING AREA: 73,001 SF ZONE: CITY OF SANTA ANA UTILITY: SOUTHERN CALIFORNIA EDISON (SCE) DESIGNER INFORMATION Q MECCANICA LLC. INQUIRY@QMECCANICA.COM 323.521.4438 GOVERNING CODES 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA GREEN BUILDING CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY CODE 2020 NATIONAL ELECTRICAL CODE (NEC) TITLE 24 RESIDENCE ENERGY EFFICIENCY STANDARDS CLIENT INFORMATION CHRISTIAN CHURCH HOMES SIDNEY STONE, DIRECTOR TEL. 510.746.4120 JEVON ALLEN, PROJECT MANAGER TEL. 510.7464222 303 HEGENBERGER RD, SUITE 201 OAKLAND, CA 94621-1419 Bldg# 101118898 Elec# 20182527 APPROVALS: PLNG - ASevilla BLDG - ASo ELEC - MSmith 901 W First St- 101118898 & 201825275/8/2024 SITE PLAN A1-01ML 1/16" = 1'-0" SCALE DRAWN BY DATE PROJECT SHEET NUMBER TITLE ISSUENO DATE 04/22/21 2028 Conditions of use: All ideas, design, arrangements, and plans indicated or represented by this drawing are owned by and are the property of Rachel Allen Architecture and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements, or plans shall be reproduced, used, or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Rachel Allen Architecture. 2021 RADAR CCH Flower Park 901 W 1st St, Santa Ana, CA 92703 -FOR ESTIMATING ONLY- -NOT FOR CONSTRUCTION- Plaza SD 90% CONSULTANT ISSUE01 03/08/2021 SD 100% PRICING SET02 03/26/2021 DD 50% BACKGROUND ISSUE03 04/23/2021 DD 100% PRICING SET04 05/20/2021 CD 50% SET05 07/15/2021 901 W First St- 101118898 & 201825275/8/2024 ELECTRICAL STORAGEPV PANEL JA SOLAR 540WELECTRICAL STORAGE 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 3 / 2 7 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PV-2.0 SITE PLAN SITE PLAN SCALE: 3/32"=1'-0"1 227'-4" 3'-6" 15'-0"75'-8"15'-1"8'-0"63'-8" 4'-0" 7'-10"15'-0"5'-8" 5' - 1 " 11 ' - 4 " 2' - 3 " 15 ' - 0 " 4' - 0 " 4'-9" 64'-2"15'-0"5'-8"13'-1"18'-11" 4'-0" 12 ' - 4 " 11 ' - 4 " 4' - 0 " 8'-0" 79 ' - 5 " 52'-10"29'-9" SCALE:23/16ENLARGED ELECTRICAL ROOM - 1ST FLOOR 2 PV-2.0 1'-8" PV INV 8 2.1 INV 3 4 5 8 1 PV 9 2'-4" 10" 6 6" 7 2.2 2.3 INV INV INV INV 3'-4" 1'-1" 1'-1" 1' - 0 " 6 901 W First St- 101118898 & 201825275/8/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 3 / 2 7 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PV-6.0 ATTACHMENT SHEET v1.0 1 3 2 4 5 6 3.0 5.0 4.5 3.75 2.8 3.5 7.5 6.0 3.9 5.5 1) Cap, Flat CSTG, Alum SGA 2"SGA 3" Item Number Component Qty in Kit 1 CAP, FLAT CSTG, ALUM 1 2 SET SCREW, CONE POINT, 3/8-16 X 3/4 LONG 2 3 UBOLT, CUSTOM SGA PIPE 2 4 WASHER, FLAT 3/8 GALV 4 5 WASHER, LOCK 3/8 GALV 4 6 NUT, HEX 3/8-16 GALV 4 Part Number Description 70-0200-SGA SGA Top Cap at 2", Mill 70-0300-SGA SGA Top Cap at 3", Mill Property Value Material ALMAG 535 Finish Clear Property Value Material ALMAG 535 Finish Clear v1.0 2.78 3.75 3/8-16 THD .375 3/8-16 THD .75 .81 .41 .07 .41 .09 MIN .56 3/8-16 THD .33 3.91 5.00 3/8-16 THD .375 2) Set Screw, Cone Point 3) U-bolt, Custom SGA Pipe 4) Washer, Flat 3/8 Galv 6) Nut, Hex 3/8-16 Galv SGA 2" SGA 3" 5) Washer, Lock 3/8 Galv Property Value Material Steel Finish Hot-Dip Galvanized Property Value Material Steel Finish Zinc Plated Property Value Material Steel Finish Hot-Dip Galvanized Property Value Material Steel Finish Hot-Dip Galvanized Property Value Material Steel Finish Hot-Dip Galvanized Property Value Material Steel Finish Hot-Dip Galvanized STRUCTURAL ONLY www.vincise.com S T R U C T U R A L E N G I N E E R S 03.25.202 4 901 W First St- 101118898 & 201825275/8/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE 24/03/21 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS SHEET #: MAS DRAWING INFO AS NOTED SCALE PROJECT NAME: PL O T D A T E : 20 2 4 / 0 3 / 2 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D NLN STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PERMIT SET0 24/01/26 STRUCTURAL NOTES STRUCTURAL SHEET INDEX S-0.0 STRUCTURAL NOTES S-1.0 STRUCTURAL DETAILS S-2.0 ROOF FRAMING PLAN S-3.0 ELEVATION VIEW BASIS OF DESIGN 1.THE STRUCTURAL DESIGN HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE (C.B.C.) 2.SEISMIC DESIGN DATA: ASCE 7-16 OCCUPANCY CATEGORY II SEISMIC IMPORTANCE FACTOR IP = 1.0 MAPPED SPECTRAL ACCELERATION SS = 1.294 SITE CLASS D(DEFAULT) SITE COEFFICIENT Fa = 1.20 DESIGN SPECTRAL ACCELERATION SDS = 1.035 SEISMIC DESIGN CATEGORY D ANALYSIS PROCEDURE USED NONSTRUCTURAL COMPONENT 3.COMPONENT SEISMIC DESIGN DATA COMPONENT ap Rp OTHER MECH. OR ELECT. COMPONENTS 1.0 1.5 4.WIND DESIGN DATA: ASCE 7-16 BASIC WIND SPEED V = 95 mph EXPOSURE CATEGORY C ENCLOSURE CATEGORY ENCLOSED GUST & INTERNAL PRESSURE COEFF GCPi = ±0.18 DIRECTIONALITY FACTOR Kd = 0.85 TOPOGRAPHIC FACTOR Kzt = 1.00 GENERAL NOTES A.GENERAL 1.SPECIFIC NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2.WHERE NO DETAILS ARE SHOWN OR NOTED IN ANY PART OF THE WORK THE DETAILS FOR OTHER SIMILAR WORK SHALL APPLY. 3.DETAILS IDENTIFIED AS TYPICAL, SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED. 4.THE STRUCTURAL DRAWINGS SHALL NOT BE SCALED. COORDINATE DIMENSIONS WITH MECHANICAL DRAWINGS. 5.STANDARDS REFERENCED ON THE STRUCTURAL DRAWINGS REFER TO THE EDITION APPLICABLE UNDER THE CURRENT BUILDING CODE. 6.THE RESPONSIBILITY FOR THE REVIEW AND COORDINATION OF DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF RELATED CONSTRUCTION SHALL BEAR ON THE CONTRACTOR. DISCREPANCIES THAT EXIST SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER, PRIOR TO START OF RELATED CONSTRUCTION. 7.WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. 8.DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS SHALL BE VERIFIED BEFORE STARTING RELATED WORK AND THE ENGINEER NOTIFIED OF DISCREPANCIES IN A TIMELY MANNER. 9.SITE CONDITIONS THAT ARE NOT REFLECTED ON THE STRUCTURAL DRAWINGS OR THAT DEVIATE FROM THE MAXIMUM OR MINIMUM DIMENSIONS INDICATED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. SUCH CONDITIONS MAY INCLUDE CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT, DEEP FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC. 10.MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF APPLICABLE REGULATIONS AND THE BUILDING CODE AS AMENDED AND ADOPTED BY THE BUILDING OFFICIAL. 11.A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 12.CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH SYSTEM COMPONENT PER SEC 1704.4. B.TEMPORARY WORK AND SITE SAFETY 1.THE STRUCTURAL DRAWINGS SHOW THE REQUIREMENTS FOR THE COMPLETED STRUCTURE ONLY. TEMPORARY WORKS REQUIRED TO COMPLETE THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE DESIGN OR FIELD VERIFICATION OF TEMPORARY AND ANCILLARY WORK. 2.THE RESPONSIBILITY FOR SAFETY IN AND AROUND THE JOBSITE SHALL BEAR ON THE CONTRACTOR. PROPER AND SAFE METHODS OF CONSTRUCTION SHALL BE EMPLOYED AT ALL TIMES INCLUDING THE STABILIZING OF INCOMPLETE STRUCTURES, FORMWORK, SHORING, RESHORING, FALSEWORK, PLATFORMS, SCAFFOLDING, BARRIERS, WALKWAYS, ETC. AND INCLUDING CONTROL OF THE INTENSITY, DURATION AND LOCATION OF CONSTRUCTION LOADS. 3.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT 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 OF THE HOOKUP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE DELAYS AND/OR ADDITIONAL EXPENSES. C.STRUCTURAL STEEL 1.STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 22 OF THE BUILDING CODE, AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 2.STRUCTURAL STEEL STRENGTHS AND GRADES SHALL BE AS FOLLOWS, U.O.N.: DESCRIPTION YIELD ASTM FY,KSI GRADE ANGLES, CHANNELS & OTHER SHAPES 36ksi A36 STRUCTURAL PIPE SECTIONS 35ksi A53, GR B 3.EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. ZINC COATING SHALL CONFORM TO ASTM A 123 (G60, U.O.N.). THINNER OF PLIES TO BE JOINED ALLOWABLE PULL-OUT ALLOWABLE SHEAR 20GA.200#99# 18GA.308#132# 16GA.430#165# 14GA.601#207# 12GA.724#289# D. ROUGH CARPENTRY 1.UNLESS OTHERWISE NOTED, FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH, GRADE-MARKED BY THE WCLIB OR WWPA AS FOLLOWS: BLOCKING NO.2 STRUCTURAL USE PANELS APA RATED 2.NAILS SHALL BE COMMON WIRE. NAILING SHALL COMPLY WITH TABLE 2304.9.1 OF THE BUILDING CODE. NAILS EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED, U.O.N. 3.FRAMING ANCHORS, POST CAPS, COLUMN BASES, HANGERS, ETC. SHALL BE MANUFACTURED BY SIMPSON, OR APPROVED EQUAL. 4.SHEATHING SHALL BE APA-RATED STRUCTURAL USE PANELS CONFORMING TO PRODUCT STANDARD PS 1 FOR PLYWOOD OR PS 2 FOR ORIENTED STRAND BOARD (OSB). 5.BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" TO 1/16" IN DIAMETER LARGER THAN THE NOMINAL BOLT SIZE. RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. 6.BOLTS SHALL HAVE A 7 DIA. MIN. END DISTANCE AND A 4 DIA. EDGE DISTANCE, U.O.N. 7.STANDARD CUT WASHERS SHALL BE USED UNDER ALL BOLT HEADS AND NUTS AGAINST WOOD. USE HEAVY PLATE OR MALLEABLE IRON WASHERS FOR ALL BOLTS DESIGNED TO ACT IN TENSION, SUCH AS LEDGERS AND HOLD DOWN ANCHORS. 8.LAG BOLTS SHALL BE PRE-DRILLED TO A DIAMETER OF 60 PERCENT OF THE SHANK DIAMETER. THE BOLT SHALL BE TURNED BY A WRENCH AND NOT HAMMERED. E. SHEET METAL SCREWS 1.SCREWS SHALL BE ITW BUILDEX "TEKS" PER ICC ESR-1976 AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 2.SCREWS TO CONFORM TO THE REQUIREMENTS OF ASTM C1513. 3.UNLESS OTHERWISE NOTED, SCREWS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: A. SIZE: #12 B. ZINC-PLATED HARDENED STEEL C. SELF-TAPPING D. HEX-HEAD 4.DURING INSTALLATION OF SCREWS, THE SCREW SHALL PENETRATE BOTH PLIES OF MATERIAL TO BE ATTACHED, WITH A MINIMUM OF 3 THREADS OF SCREW TIP EXPOSED. 5.SCREWS SHALL BE TIGHTENED IN SUCH A MANNER THAT THE WASHER-FACE OF SCREW HEAD IS FLUSH WITH ADJACENT PLY, AND PLIES OF MATERIAL TO BE FASTENED ARE DRAWN TOGETHER SNUGLY. 6.SCREWS SHALL MEET THE FOLLOWING MINIMUM STRUCTURAL REQUIREMENTS: F. LAG SCREW LEAD HOLES AND INSERTION 1.PRE-BORED HOLES FOR LAG SCREWS SHOULD HAVE THE SAME DIAMETER AS THE SHANK FOR THE LENGTH OF THE SHANK AND FROM 60 PERCENT TO 75 PERCENT OF THE SHANK DIAMETER FOR THE THREADED PORTION. THE HIGHER PERCENTAGE APPLIES TO LAG SCREWS OF LARGER DIAMETERS. EXTRA LONG LAG SCREWS MAY REQUIRE SLIGHTLY LARGER LEAD HOLES TO PREVENT SPLITTING AND TO FACILITATE TURNING. 2.LAG SCREWS SHOULD BE INSERTED BY TURNING WITH A WRENCH. DRIVING WITH A HAMMER TEARS THE WOOD FIBERS AND INJURES THE SCREW THREAD SERIOUSLY REDUCING THE LOAD CARRYING CAPACITY OF THE SCREW. SOAP OR OTHER LUBRICANTS MAY BE USED TO FACILITATE INSERTION OF LAG SCREWS. S-0.0 PROJECT DIRECTORY CLIENT INFORMATION CHRISTIAN CHURCH HOMES SIDNEY STONE, DIRECTOR TEL. 510.746.4120 JEVON ALLEN, PROJECT MANAGER TEL.0512.7464222 303 HEGENBERG RD, SUITE 201 OAKLAND, CA 94621-1419 DESIGNER INFORMATION Q MECCANICA LLC. INQUIRY@QMECCANICA.COM 323.521.4438 STRUCTURAL ENGINEER JAMES RICHARD VINCI VINCI & ASSOCIATES (805) 496-2100 jim@vincise.com PROJECT INFORMATION ZONING SUMMARY: ZONING CODE: SD-18 BUILDING SUMMARY: EXISTING CONSTRUCTION: TYPE I. SPRINKLERED EXISTING HEIGHT:11-STORY, (TOTAL HEIGHT 101'-11") NO CHANGE TO HEIGHT OCCUPANCY TYPE:(NO CHANGE TO EXISTING) R2 APARTMENTS, ACCESSORY COMMON SPACES (FL 1-11) A-3 MULTI-USE ROOM AND LOUNGE (FL 1) B ADMINISTRATION OFFICES (FL 1) 901 W First St- 101118898 & 201825275/8/2024 18 " M A X . IRONRIDGE SGA 2" DIAGONAL BRACE ASSEMBLY, TYP. PV MODULE PER PLAN, TYP. IRONRIDGE CROSS-RAIL PER PLAN IRONRIDGE SGA RAIL CONNECTOR, TYP. @ CROSS-RAIL INTERSECTION w/ MAIN RAIL PIPE STANCHION PER PLAN, TYP. U.O.N. PIPE MAIN RAIL PER PLAN IRONRIDGE TOP CAP 5° MAX. MAX. 1 1/2" GAP B/W P A N E L S , T Y P . MAX. OVERHANG PER PLAN [MAX. SPACING VARIES] SPACING PER PLAN [MAX. SPACING VARIES] SPACING PER PLAN [MAX. SPACING VARIES] SPACING PER PLAN 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE 24/03/21 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS SHEET #: MAS DRAWING INFO AS NOTED SCALE PROJECT NAME: PL O T D A T E : 20 2 4 / 0 3 / 2 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D NLN STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PERMIT SET0 24/01/26 STRUCTURAL DETAILS STANCHION ANCHORAGE SECTION SCALE: 3"=1'-0"5 GENERAL NOTE: ALL ROOF PENETRATIONS SHALL BE SEALED USING APPROVED METHODS AND PRODUCTS TO PREVENT WATER LEAKAGE. MAX O.H. PER PLAN SOLAR PANEL ARRAY SECTION SCALE: 1"=1'-0"1 SPACING PER PLAN SPACING PER PLAN (N) SOLAR PANEL PER PLAN (N) IRONRIDGE SGA RAIL CONNECTOR, TYP (N) IRONRIDGE XR 100 PER PLAN, GALV. (N) 2" Ø STEEL PIPE, ATSM GR B,GALV. SCHD. 40 (FY = 35 KSI MIN) 2 S-1.0 3 S-1.0 3 S-1.0 5 S-1.0 SOLAR PANEL ARRAY ELEVATION SCALE: 1"=1'-0"2 (N) SOLAR PANEL PER PLAN (N) IRONRIDGE XR 100, TYP (N) 2" Ø STEEL PIPE, ATSM GR B,GALV. SCHD. 40 (FY = 35 KSI MIN) MAX VARIES SEE PLAN1 S-1.0 3 PV-8.0 4 PV-8.0 (N) IRONRIDGE SGA RAIL CONNECTOR, TYP (N) IRONRIDGE TOP CAP W/ SET SCREWS & U-BOLT, TYP STANCHION ANCHORAGE DETAIL SCALE: 3"=1'-0"4 1" MIN (N) IRONRIDGE U.F.O. CLAMP W/ STOPPER SLEEVE (N) IRONRIDGE U.F.O. CLAMP (N) PV MODULE PER PLAN PANEL ATTACHMENT SCALE: 6"=1'-0"3 5° POINT LOAD: 151 LBS DEAD LOAD: 3.65 PSF S-1.0SOLAR PANEL ARRAY SECTION SCALE: 1"=1'-0"6 (E) CONCRETE SLAB 6" ℄ 3 3/4" 2 4 / 5 " (N) IRONRIDGE TOP CAP BASE W/ (2) SET SCREWS (N) 2" Ø STEEL PIPE, ATSM GR B,GALV. SCHD. 40 (FY = 35 KSI MIN) (E) CONCRETE SLAB ℄ (N) IRONRIDGE TOP CAP BASE W/ (2) SET SCREWS (N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION (ICC-ES-ESR-3037) (N) PIPE STANCHION PER PLAN 1 7 / 8 " MI N (N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION (ICC-ES-ESR-3037) (N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION (ICC-ES-ESR-3037) (N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION (ICC-ES-ESR-3037) (N) FLASHING AND WATERPROOFING PER ARCH'L/WATERPROOFING CONSULTANT (E) POLYISO PANEL (E) POLYISO FILL (E) POLYISO BASE LAYER (E) CONCRETE SLAB 901 W First St- 101118898 & 201825275/8/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE 24/03/21 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS SHEET #: MAS DRAWING INFO AS NOTED SCALE PROJECT NAME: PL O T D A T E : 20 2 4 / 0 3 / 2 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D NLN STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PERMIT SET0 24/01/26 ROOF FRAMING PLAN SCALE: 1/8"=1'-0"1 LEGEND: IRONRIDGE TOP CAP PANEL PER PLAN ROOF FRAMING PLAN X S-2.0 (N) IRONRIDGE XR 100 RAIL, TYP (N) PANEL PER PLAN, TYP (N) IRONRIDGE TOP CAP, TYP 6'-2" SPACING, TYP. 4'-4" SPACING, TYP. 7'-6" SPACING, TYP. 5'-0" SPACING, TYP. (N) IRONRIDGE DIAGONAL BRACING PER SECTION 1/S-1.2 (N) 2"Ø STEEL PIPE, ATSM GR B, GALV. SCHD. 40 (FY = 35 KSI MIN) PIPE MAIN RAIL, TYP. (N) 2"Ø STEEL PIPE, ATSM GR B, GALV. SCHD. 40 (FY = 35 KSI MIN) PIPE STANCHION W/ IRONRIDGE TOP CAP BASE, TYP. 6 S-1.0 1 S-1.0 6'-0" SPACING, TYP. 5'-0" SPACING, TYP. 6'-0" SPACING, TYP. 1'-8" MAX O.H. 4' - 0 " 4' - 6 " 4'-0" 4'-0" 4' - 4 " 3'-5" 4'-0" 3'-6" 4' - 3 " 4' - 3 " 3'-7" 4' - 4 " 4' - 2 " 4' - 2 " 4'-0" 4' - 7 " 5'-6" 3'-10" 8'-11" 4'-1" (N) IRONRIDGE XR 1000 CROSS-RAIL, MIN. (2) RAILS TO SUPPORT EA. PANELS, TYP. 901 W First St- 101118898 & 201825275/8/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE 24/03/21 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS SHEET #: MAS DRAWING INFO AS NOTED SCALE PROJECT NAME: PL O T D A T E : 20 2 4 / 0 3 / 2 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D NLN STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PERMIT SET0 24/01/26 ELEVATION VIEW ELEVATION VIEW SCALE: 1/8"=1'-0"1 KEYPLAN S-3.0 10 1 ' - 1 " 10 0 ' - 0 " 10 1 ' - 1 " 10 0 ' - 0 " (N) PV PANEL AS PER PLAN 10 2 ' - 1 1 " BU I L D I N G H E I G H T 5'-4" PAREPET HEIGHT 97 ' - 8 " 901 W First St- 101118898 & 201825275/8/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 3 / 2 7 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: SITE PLAN SCALE: 3/32"=1'-0"1 LEGEND: 4' MECHANICAL EQUIPMENT CLEARANCE AND ACCESS 8' PATHWAY ROOF ACCESS 4' FIRE SETBACKPV PV-3.0 ELECTRICAL ROOF PLAN PV SYSTEM SPECIFICATIONS FOR EACH BUILDING ATTACHMENT TYPE IRONRIDGE RACKING MOUNTING TYPE TILT UP TILT LEG HEIGHT SEE STRUCTURAL SHEETS STANDOFF DISTANCE SEE STRUCTURAL SHEETS PV SYSTEM SPECIFICATIONS MODULE TYPE JA SOLAR 540W JAM72D30-540/MB NO. OF MODULES (207) JA SOLAR 540W STRINGING 8 STRINGS OF 24 MODULES, 1 STRING OF 15 MODULES AZIMUTH 187° 227'-4" 3'-6" 15'-0"75'-8"15'-1"8'-0"63'-8" 4'-0" 9'-4"15'-0" 4'-1" 5' - 1 " 11 ' - 4 " 2' - 3 " 15 ' - 0 " 4' - 0 " 4'-9" 64'-2"15'-0"5'-8"13'-1"18'-11" 4'-0" 12 ' - 4 " 11 ' - 4 " 4' - 0 " 8'-0" 79 ' - 5 " 52'-10"29'-9" 10 11 2 5 3 4 6 7 1PV 8 INVERTER STRINGING SUMMARY SE50K-US INV 1.1 24 MODULES INV 1.2 24 MODULES INV 1.3 24 MODULES INV 1.4 24 MODULES INV 1.5 24 MODULES INV 1.6 24 MODULES SE17.3K-US INV 2.1 24 MODULES INV 2.2 24 MODULES SE10KUS INV3.1 15 MODULES TOTAL 207 MODULES INV 1.1INV 1.2 INV 1.3 INV 1.4 INV 2.1 INV 2.2 11 9 5 INV 1.5 INV 1.6 INV 3.1 901 W First St- 101118898 & 201825275/8/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 1 / 3 1 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PV-4.1 SINGLE LINE DIAGRAM SINGLE LINE DIAGRAM1NTS EGC (N) PV AC DISCONNECT VISIBLE, LOCKABLE 400A, 208V, 3PH+N+G, NEMA 1, 200 KAIC, SQUARE D H325NR MAX CONDUCTOR LENGTH: 10' 300A GND NOTE: SERVICE DISCONNECT SHALL BE AVAILABLE TO SCE GND 175A (N) PV AC PANEL 400A, 120/208V, 3PH+N+G NEMA 1, 42KAIC 215.55A 300A 215.55A NOTE: IN THE CASE CABLE/CONDUIT CANNOT BE INSTALLED ABOVE 7/8", A +33 °C TEMP ADDER MUST BE ADDED TO THE AMBIENT USED FOR TEMPERATURE DERATE. CONSULT WITH ENGINEERING TO DETERMINE CORRECT CABLE SIZE. ELECTRICAL NOTES: 1. PV MODULE IS UL61730 LISTED. 2. THE STRING WIRES WILL RUN THRU ELECTRICAL EMT WHEN THEY ARE EXPOSED OR OPEN AND RUNNING ON THE ROOF (NOT ALONG THE RACKING OR UNDER THE PANELS). 3. FIRE RATING: MODULES SHALL BE UL2703 LISTED FOR FIRE CLASS A WHEN USED WITH RACKING. 4. GROUNDING & BONDING:- RACKING SHALL BE UL2703 LISTED FOR INTEGRAL GROUNDING & BONDING WHEN USED WITH MODULES. 5. GROUNDING DC CONDUCTOR: # 6 AWG BARE COPPER CONDUCTOR SHALL BE USED WITH TESTED AND CERTIFIED GROUND LUG TO GROUND & BOND THE ARRAY CONSISTING OF PANELS & RACKINGS TO THE INVERTER. BOTH DC SOLAR ARRAYS SHALL BE GROUNDED AT INVERTER. 6. INVERTER IS UL 1741 LISTED, UTILITY INTERACTIVE & ANTI-ISLANDING TYPE WITH RESIDUAL GROUND FAULT PROTECTION. 7. ALL CONDUCTORS SHALL BE IN CONDUITS EXCEPT WHEN RUNNING ALONG THE MODULES & RACKINGS AND AS NOTED. 8. ALL WORK SHALL COMPLY WITH NEC 2020, ARTICLE 690 & 2022 CALIFORNIA BUILDING CODES. 9. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. ALL LUGS AND TERMINATIONS SHALL BE RATED AND LISTED FOR 75°C MIN. ALL CONDUCTORS SHALL BE RATED FOR 90°C MIN. NOTE: ADJUSTED VOC = 49.6V*2*1.14 (BASED ON -7°C) = 113.088V < 125VDC OPTIMIZER SPECIFICATIONS MANUFACTURER MODEL #S1201 MAX DC INPUT VOLTAGE 125VDC MAX MODULE ISC 15A MAX STRING CURRENT 18A SOLAREDGE TECHNOLOGIES LTD. SOLAR MODULE SPECIFICATIONS MANUFACTURER MODEL # PMAX VMP IMP VOC ISC 540W 41.64V 12.97A 49.6V 13.86A JA SOLAR JAM72D30-540/MB 13.86A 2 STRINGS OF 24 MODULES AC DC JBOX, 600VDC NEMA 3R, TYP (N) INVERTER 1 SE50KUS 120/208V, 3PH S1201 OPTIMIZER (TYP) TWO MODULES IN SERIES PER OPTIMIZER 139.5A INV 1.1 INV 1.3 INV 1.5 INV 1.2 INV 1.4 (207) MODULES @ 540W = 111.78 KW DC (1) 50KW, (1) 17.3KW, (1) 10KW INVERTER TOTAL 76.29 KW AC CEC-KW AC RATING [(192 * 506.8W * 0.97)+(15*506.8*0.975]/1000 = 101.798 KW INVERTER SPECIFICATIONS MANUFACTURER SOLAREDGE TECHNOLOGIES LTD. MODEL #SE50KUS [208V] NOMINAL AC POWER 50KW NOMINAL OUTPUT VOLTAGE 120/208V 3PH NOMINAL OUTPUT CURRENT 139.5A TOTAL NUMBER OF PV MODULES IN SOLAREDGE INVERTERS: 207 TOTAL NUMBER OF SOLAREDGE OPTIMIZERS: 104 70A M FROM UTILITY TRANSFORMER 1200A, 3P ON ROOF INSIDE STORAGE ROOM INSIDE EE ROOM - 1ST FLOOR HOUSE LOADS (E) 1200A "MSB" MAIN SERVICE INSIDE STORAGE ROOM A A1 B E SCE METER NO: 259000-055061 INVERTER SPECIFICATIONS MANUFACTURER SOLAREDGE TECHNOLOGIES LTD. MODEL #SE17.3KUS [208V] NOMINAL AC POWER 17.3KW NOMINAL OUTPUT VOLTAGE 120/208V 3PH NOMINAL OUTPUT CURRENT 48.25A INVERTER SPECIFICATIONS MANUFACTURER SOLAREDGE TECHNOLOGIES LTD. MODEL #SE10KUS [208V] NOMINAL AC POWER 10KW NOMINAL OUTPUT VOLTAGE 120/208V 3PH NOMINAL OUTPUT CURRENT 27.8A AC DC (N) INVERTER 2 SE17.3KUS 120/208V, 3PH 48.25A JBOX, 600VDC NEMA 3R, TYP INV 2.1 INV 2.2 A A1 C 13.86A 2 STRINGS OF 24 MODULES 2 STRINGS OF 24 MODULES 2 STRINGS OF 24 MODULES INV 1.6 35A AC DC (N) INVERTER 3 SE10KUS 120/208V, 3PH 27.8A JBOX, 600VDC NEMA 3R, TYP INV 3.1 A A1 D 13.86A 1 STRING OF 15 MODULES LINE SIDE TAP NOTE: LINE SIDE CONNECTION- A FIELD EVALUATION FOR THE LINE SIDE TAP CONNECTION SHALL BE COMPLETED BY THE ORGANIZATION THAT LISTED THE 1200A SERVICE DISCONNECT PRIOR TO THE PERMIT BEING FINALIZED. GEC F This disconnect model is rated as 3R and is also specified as SUSE (suitable for use as service equipment). A MAIN BONDING JUMPER must be installed within this service disconnect to bond together the GEC, ungrounded conductor (Neutral), the EGC bus, and the metal cabinet. MASmith(19) 901 W First St- 101118898 & 201825275/8/2024 1EQUIPMENT PLAN AND ELEVATION 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 3 / 2 7 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PV-4.2 ELECTRICAL ROOM STORAGE ROOM 1PLACARDS AND SIGNAGES CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 901 W 1ST., STA ANA, CA 92703 (N) MAIN PV DISCONNECT PV AC PANEL PLACARD SHALL BE LOCATED AT EACH DC PV SYSTEM, DISCONNECTING MEANS AND AT THE MAIN SERVICE DISCONNECTING MEANS SHOWING THE LOCATION OF ALL AC AND DC PV SYSTEM DISCONNECTING MEANS IN THE BUILDING. (207) PV MODULES N YOU ARE HERE SIGNAGE ALL SIGNAGE/LABELS SHALL BE IN THE FOLLOWING FORMAT: 1. WHITE LETTERING ON A RED BACKGROUND AND WEATHER RESISTANT 2. MINIMUM 3/8" LETTER HEIGHT 3. ALL LETTERS SHALL BE CAPITALIZED 4. ARIAL OR SIMILAR FONT, NON-BOLD 5. SHALL BE IN ACCORDANCE WITH APPROPRIATE SECTIONS, TABLES, AND ARTICLES OF THE NEC,CEC,IFC. WARNING: PHOTOVOLTAIC POWER SOURCE DC CONDUIT- PLACE EVERY 10' OPERATING CURRENT: OPERATING VOLTAGE: PHOTOVOLTAIC SYSTEM 480V 215.55A SOLAR DISCONNECT AC DISCONNECT WARNING DUAL POWER SUPPLY SOURCES UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE WARNING SOLAR ELECTRIC BREAKER BACK FEED ADJACENT TO MAIN SERVICE AND POINT OF INTERCONNECTION PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY INVERTER PHOTOVOLTAIC SYSTEM DISCONNECT WARNING ELECTRIC SHOCK HAZARD IF GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED INVERTER 1-2 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN MULTIPLE POWER SOURCES (1) AC DISCONNECT MUST BE OPERATED TO ISOLATE THE GENERATING FACILITY WITHIN THE PREMISES. LOCATION OF THE AC DISCONNECT IS SHOWN ON THE PLOT PLAN MAP. CAUTION MULTIPLE POWER SOURCES GENERATING FACILITY DISCONNECT 1 OF 1 CAUTION 2'-4" 4' - 3 " 1' - 0 " 5' - 3 " 1'-1"1'-1" 4" 3'-5" 1'-8" 5' - 5 " 6' - 5 " (N) SE10KUS PV INVERTER (N) SE17.3KUS PV INVERTER (N) 400A PV DISCONNECT (N) 400A PV AC PANEL (N) SE50KUS PV INVERTER (N) INVERTER MANAGER (N) SYNERGY UNIT, TYP FINISH FLOOR LINE ADJACENT WALL ADJACENT WALL 1' - 0 " (E) "MSB" (MAIN SERVICE DISCONNECT AND POINT OF INTERCONNECTION SOLAR ELECTRIC PV PANELS PV INVERTERS PLACARDS & EQUIPMENT ELEVATION 4" 1' - 9 " 1" 10 " 2' - 8 " 2' - 1 " 1' - 1 0 " 9" 1' - 2 " 1' - 0 " 901 W First St- 101118898 & 201825275/8/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 3 / 2 7 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PV-5.1 PV DATASHEETS 901 W First St- 101118898 & 201825275/8/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 3 / 2 7 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PV-5.2 PV DATASHEETS 901 W First St- 101118898 & 201825275/8/2024 Cut Sheet v1.0 1 3 2 4 5 6 3.0 5.0 4.5 3.75 2.8 3.5 7.5 6.0 3.9 5.5 1) Cap, Flat CSTG, Alum SGA 2"SGA 3" Item Number Component Qty in Kit 1 CAP, FLAT CSTG, ALUM 1 2 SET SCREW, CONE POINT, 3/8-16 X 3/4 LONG 2 3 UBOLT, CUSTOM SGA PIPE 2 4 WASHER, FLAT 3/8 GALV 4 5 WASHER, LOCK 3/8 GALV 4 6 NUT, HEX 3/8-16 GALV 4 Part Number Description 70-0200-SGA SGA Top Cap at 2", Mill 70-0300-SGA SGA Top Cap at 3", Mill Property Value Material ALMAG 535 Finish Clear Property Value Material ALMAG 535 Finish Clear Top Cap 901 W First St- 101118898 & 201825275/8/2024 Cut Sheet v1.0 2.78 3.75 3/8-16 THD .375 3/8-16 THD .75 .81 .41 .07 .41 .09 MIN .56 3/8-16 THD .33 3.91 5.00 3/8-16 THD .375 2) Set Screw, Cone Point 3) U-bolt, Custom SGA Pipe 4) Washer, Flat 3/8 Galv 6) Nut, Hex 3/8-16 Galv SGA 2" SGA 3" 5) Washer, Lock 3/8 Galv Property Value Material Steel Finish Hot-Dip Galvanized Property Value Material Steel Finish Zinc Plated Property Value Material Steel Finish Hot-Dip Galvanized Property Value Material Steel Finish Hot-Dip Galvanized Property Value Material Steel Finish Hot-Dip Galvanized Property Value Material Steel Finish Hot-Dip Galvanized 901 W First St- 101118898 & 201825275/8/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 901 W. First Street 4 Installation of a new 112 kW-DC (76 kW-AC) photovoltaic system on the roof of an existing multifamily apartment building. 4 4 4 4 4 4 4 4 4 Santa Ana DocuSign Envelope ID: 6E67A44A-3754-4A30-98F2-303B3DDD2105 510-746-4222 Jevon Allen 4/9/2024 901 W First St- 101118898 & 201825275/8/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs DocuSign Envelope ID: 6E67A44A-3754-4A30-98F2-303B3DDD2105 901 W First St- 101118898 & 201825275/8/2024 Santa Ana, CA CLIENT: Q Meccanica 805.496.2100 • VinciSE.com 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ARRAY JOB NO: 22-3457 Flower Park Plaza 901 W 1st Street V I N C I & A S S O C I A T E S Structural Engineers STRUCTURAL CALCULATIONS FOR PHOTOVOLTAIC 901 W First St- 101118898 & 201825275/8/2024 DATE:V I N C I & A S S O C I A T E S SHEET:1 PROJECT:Flower Park Plaza Structural Engineers JOB NO.:22-3457 901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV Santa Ana, CA 805.496.2100 • VinciSE.com CLIENT:Q Meccanica DESIGN DATA: ROOF DESIGN LOAD: (PER ROIGINAL STRUCTURAL PLANS) ROOF RAFTER/TRUSS DESIGN DEAD LOAD =75.0 psf CEILING & INSULATION =0 MISCELLANEOUS =0 DESIGN DEAD LOAD =75.0 psf DESIGN LIVE LOAD =20 psf DESIGN SNOW LOAD =0 psf WIND DESIGN CRITERIA: BASIC WIND SPEED =100 mph WIND EXPOSURE =C NUMBER OF STORIES =11 ROOF SLOPE =0° SOLAR MODULE Solar Module Width:=45 in Solar Module Length:=90 in Solar Module Area =28.13 ft2 Solar Module Dead Load =4.23 psf Number of PV Modules =207 Maximum Spacing of Mounts =6 ft o.c. Tributary Area to Mounts 6 ft O.C. x 7.5 ft O.C.=45.00 ft2 (Worst Case) Solar Module Vertical Support Point Load 45.00 ft2 x 4.23 psf =190.4 lbs TOTAL AREA OF ADDED SOLAR PANELS (3.75 ft x 7.50 ft ) x (207 Modules ) =5821.88 ft2 3/25/2024 - 901 W First St- 101118898 & 201825275/8/2024 DATE:V I N C I & A S S O C I A T E S SHEET:2 PROJECT:Flower Park Plaza Structural Engineers JOB NO.:19-3457 901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV Santa Ana, CA 805.496.2100 • VinciSE.com CLIENT:Q Meccanica DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT REFER TO NEXT SHEET FOR UPLIFT FORCE CALCULATIONS UPLIFT =- 4.23 psf Design Force = ( Uplift x (0.6) ) - 4.23 psf ADD Net Uplift = CONNECTION 0.00 Connections per Module (MIN) DETAIL 207 Modules,0 Connections HERE Max Trib Area =ft2 UPLIFT / CONN. =45.0 ft2 x 25.3 psf =lbs/conn PALLOW = 1300 lbs FOS:0.65 (2) 3/8" Simpson Strong Bolt 2 CS PALLOW = 2 x 845 lbs = 1690.0 lbs >1136 lbs Therefore O.K. 3/25/2024 - 49.1 psf 25.3 psf 45.00 1136.3 901 W First St- 101118898 & 201825275/8/2024 DATE:V I N C I & A S S O C I A T E S SHEET:3.1 PROJECT:Flower Park Plaza Structural Engineers JOB NO.: 901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:22-3457 Santa Ana, CA 805.496.2100 • VinciSE.com Company Q Meccanica Wind Analysis Per ASCE 7-16 - Components and Cladding Roof Top Solar Panels - FLAT ROOF (psf)(ASCE 7 29.4.3) Exposure Category :C Lp (length of panel) :6.67 ft Importance Factor :1 Angle of Array (ω) :5° Basic Wind Speed :100 Array Edge Location : Topographical factor :1 Flat North :4.0 ft Bldg Ht to eave (H 1 ) :100 ft South :4.0 ft Bldg Ht to Ridge (H 2 ) :101.92 ft East :4.0 ft Bldg L :40 ft West :4.0 ft Bldg W :20 ft Effective area :45.00 ft2 qh =27.42 psf (q h = 0.00256K z K zt K d K e V 2 )(ASCE 7, 26.10) GCrn =(Ƴp) (Ƴc) (ƳΕ) (GCrn) nom (ASCE 7, 29.4-7) p =qh (GCrn )(ASCE 7, 29.4-5) Zone 1 Zone 2 Zone 3 (GCrn) nom =0.75 1.15 1.30 (ASCE 7, Figure 29.4-7) WindUp Zone Ƴ P Ƴ c Ƴ E P (psf)USE:49.13 psf North Edge:3 0.92 1.00 1.5 49.1 South Edge:3 0.92 1.00 1.5 49.1 East Edge:3 0.92 1.00 1.5 49.1 West Edge:3 0.92 1.00 1.5 49.1 WindDown Zone Ƴ P Ƴ c Ƴ E P (psf)USE:32.76 psf North Edge:3 0.92 1.00 1 32.8 South Edge:3 0.92 1.00 1 32.8 East Edge:3 0.92 1.00 1 32.8 West Edge:3 0.92 1.00 1 32.8 1.30 (GCrn) nom 1.30 1.30 3/25/2024 (GCrn) nom 1.30 1.30 1.30 1.30 1.30 901 W First St- 101118898 & 201825275/8/2024 DATE:V I N C I & A S S O C I A T E S SHEET:4 PROJECT:Flower Park Plaza Structural Engineers JOB NO.:22-3457 901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV Santa Ana, CA 805.496.2100 • VinciSE.com CLIENT:Q Meccanica LATERAL FORCES: (Base Shear Calculations -2022 CBC /ASCE-16 ) SEISMIC: Site Class:D (Use D if unknown) S1=0.461 (USGS Software)SS=1.29 (USGS Software) Fv =1.7 (Table 11.4-2)Fa =1.2 (Table 11.4-1) I =1.0 (Sec 1.5-2 ASCE 7-16) R =6.5 (Table 12.2-1 ASCE 7-16) SMS =Fa * SS =1.553 (Eq. 16-20)SDS = (Eq. 16-39) SM1=Fv * S1 =0.784 (Eq. 16-21)SD1 = (Eq. 16-40) TL = 8 s (Fig 22-14, ASCE 7) Ts = SD1 / SDS =0.505 s 80% x 0.505 = >0.632 s Ta = Ct * (hn)x =(Eq. 12.8-7)Ct =0.02 (Table 12.8-2 ASCE 7-16) hn =100.0 ft x =0.75 (Table 12.8-2 ASCE 7-16) k = 2.0 * *GOVERNS * * VMIN = ( SDS) / ( R / I ) =0.16 W (Eq. 12.8-2 ASCE 7-16) NEED NOT EXCEED: IF T ≤ TL USE: V = ( SD1) / T *( R / I ) =W (Eq. 12.8-3 ASCE 7-16) IF T TL USE: V = ( SD1)*(TL) / T² *( R / I ) =W (Eq. 12.8-4 ASCE 7-16) SHALL NOT BE LESS THAN: V = W (Eq. 12.8-5 ASCE 7-16) 3/25/2024 0.632 s 1.04 0.52 ²/3 * SMS = ²/3 * SM1 = 0.404 0.01 1.61 0.13 901 W First St- 101118898 & 201825275/8/2024 3/25/24, 2:03 PM U.S. Seis mic Des ign Maps https ://w w w .s eis mic maps .org 1/3 USGS web servi ces we re do wn fo r so m e p e ri od of ti m e and as a resul t th i s too l wasn't ope ra ti ona l , resul ti ng i n ti meou t erro r. USGS we b servi ce s are n ow ope rati onal so thi s to o l sh oul d work as e xpecte d. 901 W 1st St, Santa Ana, CA 92703, USA Latitude , Long itu de : 33.7459844, -117.8771497 Date 3 /2 5/2 024 , 2:03:08 PM Design Code Refere nce Doc ument ASCE7-16 Ris k Category II Site Class D - Defa ul t (See Secti on 11 .4.3) Type Value Desc ription SS 1 .2 9 4 M CER g ro u nd m oti o n . (fo r 0.2 second pe ri od) S1 0 .4 6 1 M CER g ro u nd m oti o n . (fo r 1.0s pe ri od) SMS 1 .5 5 3 Si te-m o di fi ed sp ectral accel erati o n val ue SM1 n ul l -Se e S ecti on 11.4.8 Si te-m o di fi ed sp ectral accel erati o n val ue SDS 1 .0 3 5 Nu m eri c sei sm i c d esi gn val u e at 0.2 se con d SA SD1 n ul l -Se e S ecti on 11.4.8 Nu m eri c sei sm i c d esi gn val u e at 1.0 se con d SA Type Va lue De scription SDC nu l l -See Se cti o n 11.4.8 Sei sm i c de si gn categ o ry Fa 1.2 Si te a m p l i fi ca ti on factor a t 0.2 se cond Fv nu l l -See Se cti o n 11.4.8 Si te a m p l i fi ca ti on factor a t 1.0 se cond PGA 0.547 M CEG pe a k groun d a cce l e rati on FPGA 1.2 Si te a m p l i fi ca ti on factor a t PGA PGAM 0.657 Si te m od i fi e d peak g ro und accel erati o n T L 8 Lo n g-peri o d transi ti on peri o d i n seco n ds SsRT 1.294 Proba b i l i sti c ri sk-targeted groun d m o ti on. (0 .2 se con d) SsUH 1.393 Fa cto re d u ni fo rm -haza rd (2% pro bab i l i ty of e xce eda n ce i n 5 0 yea rs) sp ectra l accel erati o n SsD 1.513 Fa cto re d d eterm i ni sti c accel e ra ti on va l u e . (0.2 seco nd) S1RT 0.461 Proba b i l i sti c ri sk-targeted groun d m o ti on. (1 .0 se con d) S1UH 0.499 Fa cto re d u ni fo rm -haza rd (2% pro bab i l i ty of e xce eda n ce i n 5 0 yea rs) sp ectra l accel erati o n . 901 W First St- 101118898 & 201825275/8/2024 DATE:V I N C I & A S S O C I A T E S SHEET:6 PROJECT:Flower Park Plaza Structural Engineers JOB NO.:22-3457 901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV Santa Ana, CA p 805.496.2100 • e VinciSE.com LATERAL FORCES:MULTIPLE STORY STRUCTURE FROOF hr =1.9 ft (SEE PREVIOUS)F3FLR h3 =10.0 ft k = 1.0 F2FLR h2 =10.0 ft h1 =80.0 ft WROOF:W2FLR: ROOF =75 psf FLOOR =15 psf FLOOR =15 psf WALLS =7 WALLS =14 WALLS =14 82 psf 29 psf 29 psf VBASE = 0.159 ( WROOF + W3FLR + W2FLR ) =22.30 psf (W RF x (h1+h2+h3)k) + (W 3FLR x (h1+h2)k) + (W 2FLR x (h1)k) (W RF x (h1+h2+h3)k) + (W 3FLR x (h1+h2)k) + (W 2FLR x (h1)k) Total Lateral Force at 3RD Floor Level (Sum of FROOF + F3FLR)=18.36 psf (W RF x (h1+h2+h3)k) + (W 3FLR x (h1+h2)k) + (W 2FLR x (h1)k) Total Lateral Force at 2ND Floor Level (Sum of FROOF + F3FLR+F2FLR)=22.30 psf WIND LOADS: ps = λ kzt Iw ps30 (Eq. 28.6-1)Governs λ =1.21 ps30A =psf psA psf Iw = 1.00 ps30B =psf psB psf kzt = 1.00 ps30C =psf psC psf ps30D =psf psD psf TOTAL F1ULT:=( 1.92 ft + 10 ft /2 ) x (26.62 psf +7.018 psf ) =232.8 plf >>233 plf F1ASD:=plf x 0.6 =139.66 plf >>140 plf F2ULT:=( 10 ft /2 + 10 ft /2 ) x (26.62 psf +7.018 psf ) =336.4 plf >>569 plf F2ASD:=plf x 0.6 =201.8 plf >>341 plf F3ULT:=( 10 ft /2 + 80 ft /2 ) x (26.62 psf +-7.018 psf ) =1513.7 plf >>2083 plf F3ASD:=plf x 0.6 =908.2 plf >>1250 plf - -3.20 -3.87 232.77 336.38 1513.71 psf 22.00 26.62 -5.80 -7.02 14.60 17.67 F2FLR =(W 2FLR x (h1)k)x(VBASE)=0.18 =3.94 psf F3FLR =(W 3FLR x (h1+h2)k)x(VBASE)=0.20 =4.43 psf FROOF =(W ROOF x (h1+h2+h3)k)x(VBASE)=0.62 =13.92 3/25/2024 SEISMIC BASE SHEAR: V =0.159 W W3FLR: 901 W First St- 101118898 & 201825275/8/2024 DATE:V I N C I & A S S O C I A T E S SHEET:7 PROJECT:Flower Park Plaza Structural Engineers JOB NO.:22-3457 901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV Santa Ana, CA 805.496.2100 • VinciSE.com CLIENT:Q Meccanica CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD ADD ROOF PLAN HERE TOTAL ROOF AREA:ft2 EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) 13435 ft2 x 13.92 psf =187079 lbs AREA OF ADDED SOLAR PANELS (PER PAGE 1)=ft2 WEIGHT OF PANELS:4.23 psf ADDED SEISMIC LOAD: 4.23 psf x ft2 x 0.16 =3922.1 lbs Therefore O.K. Per CEBC SECTION 503.4 3/25/2024 - 13435 5821.9 5821.9 =2.1%<10%% INCREASE =3922.1 187079.3014 901 W First St- 101118898 & 201825275/8/2024 DATE:V I N C I & A S S O C I A T E S SHEET:8 PROJECT:Flower Park Plaza Structural Engineers JOB NO.:22-3457 901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV Santa Ana, CA 805.496.2100 • VinciSE.com CLIENT:Q Meccanica CHECK IMPACT OF NEW SOLAR PANELS ON GRAVITY LOAD ADD ROOF PLAN HERE TOTAL ROOF AREA:ft2 EXISTING ESTIMATED GRAVITY LOAD 13435 ft2 x 75.00 psf =1007625 lbs AREA OF ADDED SOLAR PANELS (PER PAGE 1)=ft2 WEIGHT OF PANELS:4.23 psf ADDED GRAVITY LOAD: 4.23 psf x ft2 x 1 =24626.5 lbs Therefore O.K. 3/25/2024 - 13435 5821.9 5821.9 % INCREASE =24626.5 =2.4%<5% 1007625 901 W First St- 101118898 & 201825275/8/2024 901 W First St- 101118898 & 201825275/8/2024 ELECTRICAL STORAGE ELECTRICAL STORAGE 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE PERMIT SET 21/01/18 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS 0 SHEET #: NNB DRAWING INFO AS NOTED SCALE PROJECT NAME: 24/03/22 PL O T D A T E : 20 2 4 / 0 8 / 1 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D DM STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: DESIGN REVISIONS1 24/08/15 PV-2.0 SITE PLAN SITE PLAN SCALE: 3/32"=1'-0"1 N 227'-4" 3'-7" 15'-0" 75'-10" 14'-11" 8'-10" 62'-0" 4'-10" 8'-3" 14'-11" 5'-2" 5' - 7 " 11 ' - 2 " 2' - 0 " 14 ' - 1 1 " 4' - 0 " 5'-9" 64'-7" 14'-11"5'-4"12'-11" 18'-8" 4'-6" 11 ' - 5 " 11 ' - 2 " 5' - 1 " 8'-0" 79 ' - 5 " 52'-6" 29'-0" SCALE:2 3/16 ENLARGED ELECTRICAL ROOM - 1ST FLOOR 2 PV-2.0 1'-8" REFERENCE NOTES PHOTOVOLTAIC MODULE: (207) JA SOLAR 540W SEE SINGLE LINE DIAGRAM PV-4.1 AND DETAIL PV-5.1 FOR ADDITIONAL INFORMATION. PHOTOVOLTAIC INVERTERS: (1) SOLAREDGE SE50KUS SEE SINGLE LINE DIAGRAM PV-4.1 AND DETAIL PV-5.2 FOR ADDITIONAL INFORMATION. PV INV 2.1 1 (E) 2500A "MSB" MAIN SWITCHBOARD SCE METER NO:259000-055061 (POINT OF INTERCONNECTION) 3 4 (N) 400A PV AC DISCONNECT 5 6 8 3' WORKING AREA (N) 400A AC PANEL 7 ACCESS FROM THE STREET 8 PROPERTY LINE 2.1 INV 3 4 5 8 1 PV FIRE NOTES: 1. PHOTOVOLTAIC SYSTEMS SHALL BE MARKED TO IDENTIFY THE MAIN ELECTRICAL SERVICE DISCONNECT LOCATED INSIDE ELECTRICAL ROOM. MATERIALS USED FOR MARKING SHALL BE WEATHER RESISTANT AND MEET UL 969 AS THE STANDARD FOR WEATHER RATING. 2. THE MAIN ELECTRICAL SERVICE DISCONNECT MARKING SHALL BE PLACED ADJACENT TO THE MAIN SERVICE DISCONNECT IN A LOCATION CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED, FOR COMMERCIAL AND INDUSTRIAL BUILDINGS. LOCATE ON MAIN SERVICE PANEL AND AT EACH POINT OF INTERCONNECTION AT HOUSE PANEL. 3. PHOTOVOLTAIC CIRCUIT MARKING SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR PHOTOVOLTAIC DC CIRCUIT CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES. MARKINGS SHALL BE PLACED EVERY 10 FEET, AT TURNS, ABOVE AND/OR BELOW PENETRATIONS, AND AT ALL PHOTOVOLTAIC CIRCUIT COMBINER AND JUNCTION BOXES. 9 2" EMT CONDUIT DROP DOWN FROM ROOF TO STORAGE ROOM 9 2'-4" 10" 6 6" 7 2.2 2.3 INV INV PHOTOVOLTAIC INVERTERS: (1) SOLAREDGE SE17.3KUS SEE SINGLE LINE DIAGRAM PV-4.1 AND DETAIL PV-5.2 FOR ADDITIONAL INFORMATION. INV 2.2 PHOTOVOLTAIC INVERTERS: (1) SOLAREDGE SE10KUS SEE SINGLE LINE DIAGRAM PV-4.1 AND DETAIL PV-5.2 FOR ADDITIONAL INFORMATION. INV 2.3 3'-4" 1'-1" 1'-1" 1' - 0 " 6 Bldg#: 101120796 Approved: Bldg: A So Revision to: Bldg#: 101118898 Elec#: 20182527 901 W First St 10/7/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE 24/03/21 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS SHEET #: MAS DRAWING INFO AS NOTED SCALE PROJECT NAME: PL O T D A T E : 20 2 4 / 0 8 / 1 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D NLN STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PERMIT SET0 24/01/26 DESIGN REVISIONS1 24/08/15 ELEVATION VIEW ELEVATION VIEW SCALE: 1/8"=1'-0"1 KEYPLAN S-3.0 10 1 ' - 1 " 10 0 ' - 0 " 10 1 ' - 1 " 10 0 ' - 0 " (N) CS6W-540MB-AG SOLAR PANEL 10 2 ' - 1 1 " BU I L D I N G H E I G H T 5'-4" PAREPET HEIGHT 97 ' - 8 " STRUCTURAL ONLY www.vincise.com S T R U C T U R A L E N G I N E E R S 03.25.2024 901 W First St 10/7/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE 24/03/21 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS SHEET #: MAS DRAWING INFO AS NOTED SCALE PROJECT NAME: PL O T D A T E : 20 2 4 / 0 8 / 1 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D NLN STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PERMIT SET0 24/01/26 DESIGN REVISIONS1 24/08/15 STRUCTURAL NOTES STRUCTURAL SHEET INDEX S-0.0 STRUCTURAL NOTES S-1.0 STRUCTURAL DETAILS S-2.0 ROOF FRAMING PLAN S-3.0 ELEVATION VIEW BASIS OF DESIGN 1.THE STRUCTURAL DESIGN HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE (C.B.C.) 2.SEISMIC DESIGN DATA: ASCE 7-16 OCCUPANCY CATEGORY II SEISMIC IMPORTANCE FACTOR IP = 1.0 MAPPED SPECTRAL ACCELERATION SS = 1.294 SITE CLASS D(DEFAULT) SITE COEFFICIENT Fa = 1.20 DESIGN SPECTRAL ACCELERATION SDS = 1.035 SEISMIC DESIGN CATEGORY D ANALYSIS PROCEDURE USED NONSTRUCTURAL COMPONENT 3.COMPONENT SEISMIC DESIGN DATA COMPONENT ap Rp OTHER MECH. OR ELECT. COMPONENTS 1.0 1.5 4.WIND DESIGN DATA: ASCE 7-16 BASIC WIND SPEED V = 95 mph EXPOSURE CATEGORY C ENCLOSURE CATEGORY ENCLOSED GUST & INTERNAL PRESSURE COEFF GCPi = ±0.18 DIRECTIONALITY FACTOR Kd = 0.85 TOPOGRAPHIC FACTOR Kzt = 1.00 GENERAL NOTES A.GENERAL 1.SPECIFIC NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2.WHERE NO DETAILS ARE SHOWN OR NOTED IN ANY PART OF THE WORK THE DETAILS FOR OTHER SIMILAR WORK SHALL APPLY. 3.DETAILS IDENTIFIED AS TYPICAL, SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED. 4.THE STRUCTURAL DRAWINGS SHALL NOT BE SCALED. COORDINATE DIMENSIONS WITH MECHANICAL DRAWINGS. 5.STANDARDS REFERENCED ON THE STRUCTURAL DRAWINGS REFER TO THE EDITION APPLICABLE UNDER THE CURRENT BUILDING CODE. 6.THE RESPONSIBILITY FOR THE REVIEW AND COORDINATION OF DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF RELATED CONSTRUCTION SHALL BEAR ON THE CONTRACTOR. DISCREPANCIES THAT EXIST SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER, PRIOR TO START OF RELATED CONSTRUCTION. 7.WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. 8.DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS SHALL BE VERIFIED BEFORE STARTING RELATED WORK AND THE ENGINEER NOTIFIED OF DISCREPANCIES IN A TIMELY MANNER. 9.SITE CONDITIONS THAT ARE NOT REFLECTED ON THE STRUCTURAL DRAWINGS OR THAT DEVIATE FROM THE MAXIMUM OR MINIMUM DIMENSIONS INDICATED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. SUCH CONDITIONS MAY INCLUDE CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT, DEEP FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC. 10.MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF APPLICABLE REGULATIONS AND THE BUILDING CODE AS AMENDED AND ADOPTED BY THE BUILDING OFFICIAL. 11.A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 12.CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH SYSTEM COMPONENT PER SEC 1704.4. B.TEMPORARY WORK AND SITE SAFETY 1.THE STRUCTURAL DRAWINGS SHOW THE REQUIREMENTS FOR THE COMPLETED STRUCTURE ONLY. TEMPORARY WORKS REQUIRED TO COMPLETE THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE DESIGN OR FIELD VERIFICATION OF TEMPORARY AND ANCILLARY WORK. 2.THE RESPONSIBILITY FOR SAFETY IN AND AROUND THE JOBSITE SHALL BEAR ON THE CONTRACTOR. PROPER AND SAFE METHODS OF CONSTRUCTION SHALL BE EMPLOYED AT ALL TIMES INCLUDING THE STABILIZING OF INCOMPLETE STRUCTURES, FORMWORK, SHORING, RESHORING, FALSEWORK, PLATFORMS, SCAFFOLDING, BARRIERS, WALKWAYS, ETC. AND INCLUDING CONTROL OF THE INTENSITY, DURATION AND LOCATION OF CONSTRUCTION LOADS. 3.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT 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 OF THE HOOKUP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE DELAYS AND/OR ADDITIONAL EXPENSES. C.STRUCTURAL STEEL 1.STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 22 OF THE BUILDING CODE, AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 2.STRUCTURAL STEEL STRENGTHS AND GRADES SHALL BE AS FOLLOWS, U.O.N.: DESCRIPTION YIELD ASTM FY,KSI GRADE ANGLES, CHANNELS & OTHER SHAPES 36ksi A36 STRUCTURAL PIPE SECTIONS 35ksi A53, GR B 3.EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. ZINC COATING SHALL CONFORM TO ASTM A 123 (G60, U.O.N.). THINNER OF PLIES TO BE JOINED ALLOWABLE PULL-OUT ALLOWABLE SHEAR 20GA.200#99# 18GA.308#132# 16GA.430#165# 14GA.601#207# 12GA.724#289# D. ROUGH CARPENTRY 1.UNLESS OTHERWISE NOTED, FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH, GRADE-MARKED BY THE WCLIB OR WWPA AS FOLLOWS: BLOCKING NO.2 STRUCTURAL USE PANELS APA RATED 2.NAILS SHALL BE COMMON WIRE. NAILING SHALL COMPLY WITH TABLE 2304.9.1 OF THE BUILDING CODE. NAILS EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED, U.O.N. 3.FRAMING ANCHORS, POST CAPS, COLUMN BASES, HANGERS, ETC. SHALL BE MANUFACTURED BY SIMPSON, OR APPROVED EQUAL. 4.SHEATHING SHALL BE APA-RATED STRUCTURAL USE PANELS CONFORMING TO PRODUCT STANDARD PS 1 FOR PLYWOOD OR PS 2 FOR ORIENTED STRAND BOARD (OSB). 5.BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" TO 1/16" IN DIAMETER LARGER THAN THE NOMINAL BOLT SIZE. RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. 6.BOLTS SHALL HAVE A 7 DIA. MIN. END DISTANCE AND A 4 DIA. EDGE DISTANCE, U.O.N. 7.STANDARD CUT WASHERS SHALL BE USED UNDER ALL BOLT HEADS AND NUTS AGAINST WOOD. USE HEAVY PLATE OR MALLEABLE IRON WASHERS FOR ALL BOLTS DESIGNED TO ACT IN TENSION, SUCH AS LEDGERS AND HOLD DOWN ANCHORS. 8.LAG BOLTS SHALL BE PRE-DRILLED TO A DIAMETER OF 60 PERCENT OF THE SHANK DIAMETER. THE BOLT SHALL BE TURNED BY A WRENCH AND NOT HAMMERED. E. SHEET METAL SCREWS 1.SCREWS SHALL BE ITW BUILDEX "TEKS" PER ICC ESR-1976 AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 2.SCREWS TO CONFORM TO THE REQUIREMENTS OF ASTM C1513. 3.UNLESS OTHERWISE NOTED, SCREWS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: A. SIZE: #12 B. ZINC-PLATED HARDENED STEEL C. SELF-TAPPING D. HEX-HEAD 4.DURING INSTALLATION OF SCREWS, THE SCREW SHALL PENETRATE BOTH PLIES OF MATERIAL TO BE ATTACHED, WITH A MINIMUM OF 3 THREADS OF SCREW TIP EXPOSED. 5.SCREWS SHALL BE TIGHTENED IN SUCH A MANNER THAT THE WASHER-FACE OF SCREW HEAD IS FLUSH WITH ADJACENT PLY, AND PLIES OF MATERIAL TO BE FASTENED ARE DRAWN TOGETHER SNUGLY. 6.SCREWS SHALL MEET THE FOLLOWING MINIMUM STRUCTURAL REQUIREMENTS: F. LAG SCREW LEAD HOLES AND INSERTION 1.PRE-BORED HOLES FOR LAG SCREWS SHOULD HAVE THE SAME DIAMETER AS THE SHANK FOR THE LENGTH OF THE SHANK AND FROM 60 PERCENT TO 75 PERCENT OF THE SHANK DIAMETER FOR THE THREADED PORTION. THE HIGHER PERCENTAGE APPLIES TO LAG SCREWS OF LARGER DIAMETERS. EXTRA LONG LAG SCREWS MAY REQUIRE SLIGHTLY LARGER LEAD HOLES TO PREVENT SPLITTING AND TO FACILITATE TURNING. 2.LAG SCREWS SHOULD BE INSERTED BY TURNING WITH A WRENCH. DRIVING WITH A HAMMER TEARS THE WOOD FIBERS AND INJURES THE SCREW THREAD SERIOUSLY REDUCING THE LOAD CARRYING CAPACITY OF THE SCREW. SOAP OR OTHER LUBRICANTS MAY BE USED TO FACILITATE INSERTION OF LAG SCREWS. S-0.0 PROJECT DIRECTORY CLIENT INFORMATION CHRISTIAN CHURCH HOMES SIDNEY STONE, DIRECTOR TEL. 510.746.4120 JEVON ALLEN, PROJECT MANAGER TEL.0512.7464222 303 HEGENBERG RD, SUITE 201 OAKLAND, CA 94621-1419 DESIGNER INFORMATION Q MECCANICA LLC. INQUIRY@QMECCANICA.COM 323.521.4438 STRUCTURAL ENGINEER JAMES RICHARD VINCI VINCI & ASSOCIATES (805) 496-2100 jim@vincise.com PROJECT INFORMATION ZONING SUMMARY: ZONING CODE: SD-18 BUILDING SUMMARY: EXISTING CONSTRUCTION: TYPE I. SPRINKLERED EXISTING HEIGHT:11-STORY, (TOTAL HEIGHT 101'-11") NO CHANGE TO HEIGHT OCCUPANCY TYPE:(NO CHANGE TO EXISTING) R2 APARTMENTS, ACCESSORY COMMON SPACES (FL 1-11) A-3 MULTI-USE ROOM AND LOUNGE (FL 1) B ADMINISTRATION OFFICES (FL 1) STRUCTURAL ONLY www.vincise.com S T R U C T U R A L E N G I N E E R S 03.25.2024 901 W First St 10/7/2024 18 " M A X . IRONRIDGE SGA 2" DIAGONAL BRACE ASSEMBLY, TYP. CS6W-540MB-AG SOLAR PANEL IRONRIDGE CROSS-RAIL PER PLAN IRONRIDGE SGA RAIL CONNECTOR, TYP. @ CROSS-RAIL INTERSECTION w/ MAIN RAIL PIPE STANCHION PER PLAN, TYP. U.O.N. PIPE MAIN RAIL PER PLAN IRONRIDGE TOP CAP 5° MAX. MAX. 1 1/2" GAP B/W P A N E L S , T Y P . MAX. OVERHANG PER PLAN [MAX. SPACING VARIES] SPACING PER PLAN [MAX. SPACING VARIES] SPACING PER PLAN [MAX. SPACING VARIES] SPACING PER PLAN 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE 24/03/21 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS SHEET #: MAS DRAWING INFO AS NOTED SCALE PROJECT NAME: PL O T D A T E : 20 2 4 / 0 8 / 1 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D NLN STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PERMIT SET0 24/01/26 DESIGN REVISIONS1 24/08/15 STRUCTURAL DETAILS STANCHION ANCHORAGE SECTION SCALE: 3"=1'-0"5 GENERAL NOTE: ALL ROOF PENETRATIONS SHALL BE SEALED USING APPROVED METHODS AND PRODUCTS TO PREVENT WATER LEAKAGE. MAX O.H. PER PLAN SOLAR PANEL ARRAY SECTION SCALE: 1"=1'-0"1 SPACING PER PLAN SPACING PER PLAN (N) CS6W-540MB-AG SOLAR PANEL (N) IRONRIDGE SGA RAIL CONNECTOR, TYP (N) IRONRIDGE XR 100 PER PLAN, GALV. (N) 2" Ø STEEL PIPE, ATSM GR B,GALV. SCHD. 40 (FY = 35 KSI MIN) 2 S-1.0 3 S-1.0 3 S-1.0 5 S-1.0 SOLAR PANEL ARRAY ELEVATION SCALE: 1"=1'-0"2 (N) CS6W-540MB-AG SOLAR PANEL (N) IRONRIDGE XR 100, TYP (N) 2" Ø STEEL PIPE, ATSM GR B,GALV. SCHD. 40 (FY = 35 KSI MIN) MAX VARIES SEE PLAN1 S-1.0 3 S-1.0 4 S-1.0 (N) IRONRIDGE SGA RAIL CONNECTOR, TYP (N) IRONRIDGE TOP CAP W/ SET SCREWS & U-BOLT, TYP STANCHION ANCHORAGE DETAIL SCALE: 3"=1'-0"4 1" MIN (N) IRONRIDGE U.F.O. CLAMP W/ STOPPER SLEEVE (N) IRONRIDGE U.F.O. CLAMP (N) CS6W-540MB-AG SOLAR PANEL PANEL ATTACHMENT SCALE: 6"=1'-0"3 5° POINT LOAD: 190 LBS DEAD LOAD: 4.23 PSF S-1.0SOLAR PANEL ARRAY SECTION SCALE: 1"=1'-0"6 (E) CONCRETE SLAB 6" ℄ 3 3/4" 2 4 / 5 " (N) IRONRIDGE TOP CAP BASE W/ (2) SET SCREWS (N) 2" Ø STEEL PIPE, ATSM GR B,GALV. SCHD. 40 (FY = 35 KSI MIN) (E) CONCRETE SLAB ℄ (N) IRONRIDGE TOP CAP BASE W/ (2) SET SCREWS (N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION (ICC-ES-ESR-3037) (N) PIPE STANCHION PER PLAN 1 7 / 8 " MI N (N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION (ICC-ES-ESR-3037) (N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION (ICC-ES-ESR-3037) (N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION (ICC-ES-ESR-3037) (N) FLASHING AND WATERPROOFING PER ARCH'L/WATERPROOFING CONSULTANT (E) POLYISO PANEL (E) POLYISO FILL (E) POLYISO BASE LAYER (E) CONCRETE SLAB STRUCTURAL ONLY www.vincise.com S T R U C T U R A L E N G I N E E R S 03.25.2024 901 W First St 10/7/2024 90 1 W 1 S T S T . , S T A . A N A , C A 9 2 7 0 3 CH R I S T I A N C H U R C H H O M E FL O W E R P A R K P L A Z A NO. DESCRIPTION DATE 24/03/21 SHEET TITLE: PROJECT NO. DRAWN BY CHECKED BY DATE ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED REVISIONS SHEET #: MAS DRAWING INFO AS NOTED SCALE PROJECT NAME: PL O T D A T E : 20 2 4 / 0 8 / 1 5 IF T H I S I S N O T P R I N T E D O N 4 2 " X 3 0 " T H E N T H I S D R A W I N G H A S B E E N S C A L E D NLN STAMP: DESIGNER: Q MECCANICA INC. WWW.QMECCANICA.COM INQUIRY@QMECCANICA.COM CONTRACTOR: PERMIT SET0 24/01/26 DESIGN REVISIONS1 24/08/15 ROOF FRAMING PLAN SCALE: 1/8"=1'-0"1 LEGEND: IRONRIDGE TOP CAP PANEL PER PLAN ROOF FRAMING PLAN X S-2.0 (N) IRONRIDGE XR 100 RAIL, TYP (N) CS6W-540MB-AG SOLAR PANEL (N) IRONRIDGE TOP CAP, TYP 6'-2" SPACING, TYP. 4'-4" SPACING, TYP. 7'-6" SPACING, TYP. 5'-0" SPACING, TYP. (N) IRONRIDGE DIAGONAL BRACING PER SECTION 1/S-1.2 (N) 2"Ø STEEL PIPE, ATSM GR B, GALV. SCHD. 40 (FY = 35 KSI MIN) PIPE MAIN RAIL, TYP. (N) 2"Ø STEEL PIPE, ATSM GR B, GALV. SCHD. 40 (FY = 35 KSI MIN) PIPE STANCHION W/ IRONRIDGE TOP CAP BASE, TYP. 6 S-1.0 1 S-1.0 6'-0" SPACING, TYP. 5'-0" SPACING, TYP. 6'-0" SPACING, TYP. 2'-5" MAX O.H. 4' - 0 " 4'-0" 4'-6" 4' - 1 1 " 3'-6" 5' - 1 " 3'-6" 4' - 6 " 4' - 6 " 3'-9" 4' - 3 " 4' - 2 " 4' - 2 " 4'-10" 4' - 5 " 5'-2" 4'-5" 8'-11" 4'-5" (N) IRONRIDGE XR 1000 CROSS-RAIL, MIN. (2) RAILS TO SUPPORT EA. PANELS, TYP. 4' - 0 " (N) IRONRIDGE DIAGONAL BRACING PER SECTION 1/S-1.2 (N) 2"Ø STEEL PIPE, ATSM GR B, GALV. SCHD. 40 (FY = 35 KSI MIN) PIPE MAIN RAIL, TYP. (N) 2"Ø STEEL PIPE, ATSM GR B, GALV. SCHD. 40 (FY = 35 KSI MIN) PIPE STANCHION W/ IRONRIDGE TOP CAP BASE, TYP. (N) IRONRIDGE XR 1000 CROSS-RAIL, MIN. (2) RAILS TO SUPPORT EA. PANELS, TYP. STRUCTURAL ONLY www.vincise.com S T R U C T U R A L E N G I N E E R S 03.25.2024 901 W First St 10/7/2024 PCC-13 Rev. 06-17-2019 White-Plan Check Yellow-Applicant REVISION /SUPPLEMENTAL PLAN CHECK REQUEST PCC-13 CBC 2022 Rev 6-17-2024 Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org Project Address: _________________________________________ Suite #_______________________________ New Plan Check No.____________________________________________________________________________ Original Plan Check No.:__________________________________ Permit Issuance Date:____________________ Original Plan Checker: __________________________________________________________________________ Amount Paid: $__________________________________________ Misc. Receipt #: ________________________ Processed by: ___________________________________________ Date: ________________________________ Plan Checker Approval: ___________________________________ Date: ________________________________ Additional Hours:________________________________________ @ $269.90 = $ _________________________ Print Name:_____________________________________________ Signature: ____________________________ Representing: ________________________________________________________________________________ Telephone: ( ) ____________________________________ Fax: ( ) __________________________________ Contact Person: ________________________________________ Telephone: ( ) ________________________ E-mail (Strongly Recommended): _________________________________________________________________ PLANS PREPARED BY AN ARCHITECT OR ENGINEER MUST BE SIGNED BY THE PROFESSIONAL WHO PREPARES THEM. PLEASE WRITE A BRIEF DESCRIPTION OF THE REVISION/SUPPLEMENT AND IF POSSIBLE AREA OF WORK. ALL REVISIONS ARE TO BE CLOUDED AND PROPERLY IDENTIFIED: (i.e. Deltas,Sheet Numbers, etc.). Electrical, Plumbing and/or Mechanical plans – stamped job set shall accompany revised plans. ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ 901 W First St 10/7/2024 PCC-13 Rev. 06-17-2019 White-Plan Check Yellow-Applicant REVISION /SUPPLEMENTAL PLAN CHECK REQUEST PCC-13 CBC 2022 Rev 6-17-2024 Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org Project Address: _________________________________________ Suite #_______________________________ New Plan Check No.____________________________________________________________________________ Original Plan Check No.:__________________________________ Permit Issuance Date:____________________ Original Plan Checker: __________________________________________________________________________ Amount Paid: $__________________________________________ Misc. Receipt #: ________________________ Processed by: ___________________________________________ Date: ________________________________ Plan Checker Approval: ___________________________________ Date: ________________________________ Additional Hours:________________________________________ @ $269.90 = $ _________________________ Print Name:_____________________________________________ Signature: ____________________________ Representing: ________________________________________________________________________________ Telephone: ( ) ____________________________________ Fax: ( ) __________________________________ Contact Person: ________________________________________ Telephone: ( ) ________________________ E-mail (Strongly Recommended): _________________________________________________________________ PLANS PREPARED BY AN ARCHITECT OR ENGINEER MUST BE SIGNED BY THE PROFESSIONAL WHO PREPARES THEM. PLEASE WRITE A BRIEF DESCRIPTION OF THE REVISION/SUPPLEMENT AND IF POSSIBLE AREA OF WORK. ALL REVISIONS ARE TO BE CLOUDED AND PROPERLY IDENTIFIED: (i.e. Deltas,Sheet Numbers, etc.). Electrical, Plumbing and/or Mechanical plans – stamped job set shall accompany revised plans. ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ 901 W First St 10/7/2024 PCC-13 Rev. 06-17-2019 White-Plan Check Yellow-Applicant REVISION /SUPPLEMENTAL PLAN CHECK REQUEST PCC-13 CBC 2022 Rev 6-17-2024 Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org Project Address: _________________________________________ Suite #_______________________________ New Plan Check No.____________________________________________________________________________ Original Plan Check No.:__________________________________ Permit Issuance Date:____________________ Original Plan Checker: __________________________________________________________________________ Amount Paid: $__________________________________________ Misc. Receipt #: ________________________ Processed by: ___________________________________________ Date: ________________________________ Plan Checker Approval: ___________________________________ Date: ________________________________ Additional Hours:________________________________________ @ $269.90 = $ _________________________ Print Name:_____________________________________________ Signature: ____________________________ Representing: ________________________________________________________________________________ Telephone: ( ) ____________________________________ Fax: ( ) __________________________________ Contact Person: ________________________________________ Telephone: ( ) ________________________ E-mail (Strongly Recommended): _________________________________________________________________ PLANS PREPARED BY AN ARCHITECT OR ENGINEER MUST BE SIGNED BY THE PROFESSIONAL WHO PREPARES THEM. PLEASE WRITE A BRIEF DESCRIPTION OF THE REVISION/SUPPLEMENT AND IF POSSIBLE AREA OF WORK. ALL REVISIONS ARE TO BE CLOUDED AND PROPERLY IDENTIFIED: (i.e. Deltas,Sheet Numbers, etc.). Electrical, Plumbing and/or Mechanical plans – stamped job set shall accompany revised plans. ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ 901 W First St 10/7/2024