Laserfiche WebLink
INV AC <br />3 1 <br />1 <br />2 <br />3 <br />2 <br />2 2 <br />1 1 <br />2 <br />22 12 <br />2 <br />2 1 1 1 2 <br />2 <br />2 <br />21 3 <br />1 1 2 <br />2 <br />2 <br />2 <br />1 2 3 <br />22 <br />1 <br />3222 <br />13 <br />1 <br />2 2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />1 13 1 <br />2 <br />1 <br />1 1 3 <br />1 1 1 2 <br />2 <br />2 <br />2 <br />2 <br />REVISION <br />REV DATE DESCRIPTION <br />A 9/11/2024 PERMIT PLANS <br />DATE: 9/11/2024 <br />DRAFTED BY: PRIYANGA <br />CHECKED BY: JOHN <br />NAME: VIETNAMESE ALLIANCE CHURCH OF ORANGE <br />PROJECT NO: 2308-02 <br />ADDRESS: 2130 N GRAND AVE, SANTA ANA, CA 92705. <br />COORDINATES: 33.764726, -117.852604 <br />APN: 396-191-44 <br />AHJ: CITY OF SANTA ANA <br />UTILITY: SCE <br />58.85kW DC (STC) SYSTEM, 55.16kW DC (PTC) VALUE, <br />50.00kW AC (NAMEPLATE) SYSTEM, 54.34 kW AC (CEC) VALUE <br />MODULES: (107) ZNSHINE SOLAR ZXM7-SHLD144-550W <br />INVERTER(S): (1) CHINT CPS SCA50KTL-DO/US-480 <br />MLPE: (56) AP SMART RSD-D-20 <br />PAGE NO: R-1.0 <br />PROJECT INFORMATIONSYSTEM INFORMATIONCONTRACTOR INFORMATION <br />THE INFORMATION CONTAINED IN THIS DRAWING IS PROPRIETARY AND <br />CONFIDENTIAL AND SHALL ONLY BE USED FOR THE PURPOSES OF THIS <br />PROJECT. <br />RACKING DETAILS - 1 <br />SCALE: 3/32" = 1'-0" <br />LOADING DETAILS - ARRAY 1 <br />SINGLE MODULE WT (LB)69.4 <br />SINGLE CMU WT (LB)32.6 <br />TOTAL ARRAY WT (LB)3667 <br />TOTAL ARRAY AREA (SQ.FT)1005 <br />ARRAY LOAD (PSF)3.66 <br />RACKING DETAILS: <br />SITE INFORMATION - WIND SPEED: 95 MPH AND SNOW LOAD: 0 PSF <br />SR. NO AZIMUTH PITCH NO. OF <br />MODULES <br />ARRAY AREA <br />(SQ. FT.)ROOF TYPE ATTACHMENT <br />ROOF - R1 180°10°107 3704 TPO PANEL CLAW FR <br />10 ° <br />PANEL CLAW FR 10 ° <br />N <br />S <br />EW <br />PHOTOVOLTAIC ARRAY <br />ON ROOF <br />4' FIRE SETBACK <br />(N) INVERTER <br />(EXTERIOR WALL OF THE BUILDING) <br />(N) UTILITY AC NON FUSED <br />DISCONNECT SWITCH-2(DH363URK), <br />(24/7 UTILITY ACCESSIBLE) <br />(EXTERIOR WALL OF THE BUILDING) <br />L S <br />K <br />O <br />C <br />(BETWEEN-MODULE <br />BASE SPACING) <br />(ON-MODULE <br />BASE SPACING) <br />R <br />AEBE <br />° <br />W <br />D <br />J <br />P <br />PW <br />D <br />B <br />(REPEAT DIMENSION <br />NORTH-SOUTH) <br />PT <br />M <br />(PROJECTED <br />PANEL WIDTH) <br />PL <br />(PANEL LENGTH) <br />RAIL ON “L” SPACING IS ALWAYS ON TOP OF RAIL ON “S” <br />SPACING. THIS INSTALLATION SEQUENCE IS CRITICAL TO <br />SYSTEM PERFORMANCE. FOR MORE INFORMATION <br />REVIEW THE INSTALLATION MANUAL AND VIDEOS. <br />X <br />N G <br />'L' RAIL INSTALLATION: <br />USE THE OUTER SET OF HOLES WHEN INSTALLING RAILS <br />BETWEEN MODULES. <br />A 19 mm (0.748 in) <br />UNITS mm <br />inches <br />INSTALLATION MEASUREMENTS <br />AEBE <br />486 <br />S <br />1247 <br />19 1/8 49 1/8 <br />*CAM SPACING SHOWN ON ASSEMBLIES PAGE. <br />A <br />UNITS mm <br />inches <br />2297 <br />90.43 <br />B <br />1405 <br />55.33 <br />C <br />123 <br />4.84 <br />D <br />285 <br />11.23 <br />G <br />116 <br />4.58 <br />J <br />177 <br />6.97 <br />INSTALLED ARRAY DIMENSIONS <br />K M <br />211 <br />8.30 <br />1120 <br />44.10 <br />N <br />82 <br />P <br />87 <br />3.42 <br />R <br />516 <br />20 5/16 <br />W <br />270 <br />10.62 <br />X <br />3.21 2.39 <br />136 <br />5.35 <br />61 <br />8.98 1.61 <br />G.C.R.* <br />0.81 <br />0.81 <br />* G.C.R = (PW) / B <br />O <br />L <br />1050 <br />41 5/16 <br />CAM SPACING* <br />60 <br />2 3/8 UNITS mm <br />inches <br />MODULE DIMENSIONS <br />PL <br />2278 <br />89.69 <br />Theta (DEG) <br />8.98 <br />PW <br />1134 <br />44.65 <br />D/J (#:1) <br />1.61 <br />PT <br />35 <br />1.38 <br />32.9 mm (1.295 in) <br />RAIL DETAIL <br />ROOF NAME ROOF <br />SETBACK (FT.) <br />ROOF <br />HEIGHT (FT.) <br />PARAPET <br />HEIGHT (FT.) <br />ROOF TILT <br />(DEG) <br />TOTAL <br />WEIGHT (LB) <br />ROOF - R1 4.00 38.00 5 1 15846 <br />ARRAY 4 <br />ARRAY 3 <br />ARRAY 1 <br />ARRAY 2 <br />ASSEMBLY QUANTITIES <br />ASSEMBLY QTY <br />NORTH ASSEMBLY 10 <br />SOUTH ASSEMBLY 10 <br />MIDDLE ASSEMBLY 38 <br />NORTH SOUTH ASSEMBLY 0 <br />LOADING DETAILS - ARRAY 2 <br />SINGLE MODULE WT (LB)69.4 <br />SINGLE CMU WT (LB)32.6 <br />TOTAL ARRAY WT (LB)3563 <br />TOTAL ARRAY AREA (SQ.FT)970 <br />ARRAY LOAD (PSF)3.67 <br />ASSEMBLY QUANTITIES <br />ASSEMBLY QTY <br />NORTH ASSEMBLY 10 <br />SOUTH ASSEMBLY 10 <br />MIDDLE ASSEMBLY 36 <br />NORTH SOUTH ASSEMBLY 0 <br />LOADING DETAILS - ARRAY 3 <br />SINGLE MODULE WT (LB)69.4 <br />SINGLE CMU WT (LB)32.6 <br />TOTAL ARRAY WT (LB)3234 <br />TOTAL ARRAY AREA (SQ.FT)866 <br />ARRAY LOAD (PSF)3.74 <br />ASSEMBLY QUANTITIES <br />ASSEMBLY QTY <br />NORTH ASSEMBLY 10 <br />SOUTH ASSEMBLY 10 <br />MIDDLE ASSEMBLY 30 <br />NORTH SOUTH ASSEMBLY 0 <br />LOADING DETAILS - ARRAY 4 <br />SINGLE MODULE WT (LB)69.4 <br />SINGLE CMU WT (LB)32.6 <br />TOTAL ARRAY WT (LB)3196 <br />TOTAL ARRAY AREA (SQ.FT)866 <br />ARRAY LOAD (PSF)3.69 <br />ASSEMBLY QUANTITIES <br />ASSEMBLY QTY <br />NORTH ASSEMBLY 10 <br />SOUTH ASSEMBLY 10 <br />MIDDLE ASSEMBLY 30 <br />NORTH SOUTH ASSEMBLY 0 <br />NOTE: <br />FLEXIBLE ELECTRICAL CONNECTIONS SHALL BE PROVIDED THAT SHALL <br />ALLOW 5 FEET OF HORIZONTAL SEISMIC MOVEMENT. <br />MECHANICAL ATTACHMENT <br />WORST-CASE SERVICE LOAD (LB) <br />HORIZONTAL (H)VERTICAL (V) <br />WIND SESIMIC WIND <br />87 71 292 <br />MAXIMUM ALLOWABLE LOAD (LB) <br />HORIZONTAL (H)VERTICAL (V) <br />192 350 <br />-MECHANICAL ATTACHMENT <br />LEGEND: <br />MECHANICAL ATTACHMENT <br />MECHANICAL ATTACHMENT PART QUANTITY <br />MA HARDWARE KIT 5000423 8 <br />HW KIT, MA STRUT, 2500, CFR <br />MA STRUT 2000930 71 <br />MA STRUT, 2500, CFR <br />MECHANICAL ATTACHMENT TBD 71 <br />TO BE DETERMINED (FLAT ROOF ATTACHMENT) <br />MECHANICAL ATTACHMENT <br />ACCESSORY 1000419 71 <br />MA, FRA, BASE <br />TOTAL MECHANICAL ATTACHMENT <br />COUNT 71 <br />NOTE: <br />REFER THE BILL OF MATERIAL IN REPORT ON PAGE PC-2. <br />2130 N Grand Ave <br />10/1/2024