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(N) SOLAR CANOPY <br />STRUCTURAL COLUMN <br />LEGEND <br />ATTIC VENT <br />FLUSH ATTIC VENT <br />PVC PIPE VENT <br />SATELLITE DISH <br />T-VENT <br />CHIMNEY <br />FIRE SETBACKS <br />METAL PIPE VENT <br />HARDSCAPE <br />PROPERTY LINEPL <br />CLAMPING ZONES <br />RAIL <br />STANDOFFS & <br />FOOTINGS <br />SOLAR MODULES <br />XX## <br />TL: ##° AZ: ###° <br />ROOF IDENTIFIER <br />MOUNTING INDEX <br />MOUNTING TYPE <br />TILT <br />AZUMUTH <br />DOWN SLOPE <br />FLUSH FOOTING <br />RAIL <br />PITCH <br />2° <br />CANOPY FOOTING <br />Q.PEAK DUO BLK ML-G10.C+ 410 <br />[DCC] <br />LANDSCAPE CLAMP ZONE <br />0.79" TO 7.87" <br />0.8 <br />18.9 <br />19.7 <br />Q.PEAK DUO BLK ML-G10.C+ 410 <br />[DCC] <br />PORTRAIT CLAMP ZONE <br />0.79" TO 19.7" <br />0.8 <br />7.1 <br />7.9 <br />ROOF FRAMING <br />MAX DISTRIBUTED LOAD: 3 PSF <br />SNOW LOAD: 0 PSF <br />WIND SPEED: 96 MPH <br />LAG SCREWS: <br />5/16"x3.5": 2.5" MIN EMBEDMENT <br />NOTE: <br />INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND <br />SLOPED SPANS, AND NOTIFY E.O.R. OF ANY <br />DISCREPANCIES BEFORE PROCEEDING. <br />ADDITIONAL DETAILS <br />WINDZONES <br />1229 E WILSHIRE AVE <br />1401 S MINNIE ST <br />1235 E WILSHIRE AVE <br />RB10 <br />TL: 5° AZ: 142° <br />RF03 <br />TL: 10° AZ: 270° <br />RF04 <br />TL: 10° AZ: 90° <br />RF05 <br />TL: 19° AZ: 270° <br />RF06 <br />TL: 19° AZ: 90° <br />RF08 <br />TL: 15° AZ: 270° <br />S201 <br />B <br />S202 <br />A <br /> 1229 3/4 E WILSHIRE <br />AVE UNIT# ELE01 <br />1221 E WILSHIRE AVE <br />1225 E WILSHIRE AVE <br />RB07 <br />TL: 5° AZ: 270° <br />RB08 <br />TL: 5° AZ: 90° <br />RF01 <br />TL: 10° AZ: 270° <br />RF02 <br />TL: 10° AZ: 90° <br />D:\PROJECTS\FEB\19\UPLOAD\WILSHIRE MINNIE\CAD FILE\WILSHIRE MINNIE\WILSHIRE MINNIE_NEW(1).DWG <br />STRUCTURAL DETAIL <br />CONTRACTOR: <br />ENGINEERING APPROVAL: <br />600 CALIFORNIA ST #1800, SAN <br />FRANCISCO, CA 94104 <br />CA CL #750184 <br />UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN <br />PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT <br />LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. <br />WILSHIRE MINNIE <br />1235 E WILSHIRE AVE, <br />SANTA ANA, CA 92707, USA <br />APN:014-251-49/014-251-50 <br />DEVELOPER: <br />C&C DEVELOPMENT <br />DESCRIPTION DATE REV <br />0ORIGINAL06/23/25 <br />BAHJ COMMENTS #2 12/10/25 <br />CCAHNGED DECK MOUNT TO RAFTER MOUNT 02/18/26 <br />PROJECT DETAILS: <br />PV SYSTEM: <br />·259.12 kW DC <br />·186.2 kW AC <br />·241.45 CEC AC <br />ENERGY STORAGE: <br />·184.8 kW AC <br />·523.8 kWH <br />S201 <br />SHEET SIZE: <br />REVISION: <br />SHEET TITLE: <br />36" X 24" (ARCH D) <br />DESIGNER: <br />FINS_TM <br />C <br />PROJECT NUMBER: <br /> PROP-001235 <br />ASYSTEM DOWNSIZED 09/05/25 <br />AHJ COMMENTS #1 & <br />#SSTAMP <br />SCALE: 1/8" = 1'-0" <br />ADDRESS 1221,1225 DETAIL • POI-2A SCALE: 1/8" = 1'-0" <br />ADDRESS 1229,1235 DETAIL • POI-3B <br />76 <br />' <br />- <br />9 <br />" <br />37'-6" <br />76 <br />' <br />- <br />9 <br />" <br />37'-5" <br />6' <br /> <br />T <br />Y <br />P <br />. <br />2'-4" <br />3' <br />- <br />1 <br />" <br />7' <br />- <br />1 <br />" <br />5'-7" <br />76 <br />' <br />- <br />3 <br />" <br />37'-9" <br />1' <br />- <br />8 <br />" <br />3' <br />- <br />1 <br />" <br />4' <br />- <br />2 <br />" <br />3' <br />- <br />4 <br />" <br />A <br />S300 <br />B <br />S300 <br />2"x6" RAFTERS <br />@ 24" O.C. TYP. <br />2"x6" RAFTERS @ 24" O.C. TYP. <br />2"x6" RAFTERS @ 24" O.C. TYP. <br />POI-2 ROOF SCHEDULE <br />ADDRESS LABEL RACKING TILT (DEG)AZIMUTH (DEG)BUILDING HEIGHT <br />(FT) <br />MODULE COUNT MODULE AREA (SQFT)KW DC <br />1221 RB07 FIXED TILT 5°270°20 25 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]528.0 10.25 <br />1221 RB08 FIXED TILT 5°90°20 17 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]359.1 6.97 <br />1225 RF01 FLUSH MOUNT 10°270°20 32 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]675.9 13.12 <br />1225 RF02 FLUSH MOUNT 10°90°20 42 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]887.1 17.22 <br />Totals 116 2450 48 <br />POI-3 ROOF SCHEDULE <br />ADDRESS LABEL RACKING TILT (DEG)AZIMUTH (DEG)BUILDING HEIGHT <br />(FT) <br />MODULE COUNT MODULE AREA (SQFT)KW DC <br />1229 RF03 FLUSH MOUNT 10°270°20 40 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]844.8 16.40 <br />1229 RF04 FLUSH MOUNT 10°90°20 32 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]675.9 13.12 <br />1235 RF05 FLUSH MOUNT 19°270°20 20 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]422.4 8.20 <br />1235 RF06 FLUSH MOUNT 19°90°20 22 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]464.7 9.02 <br />Totals 114 2408 47 <br />6' <br /> <br />T <br />Y <br />P <br />. <br />WILSHIRE MINNIE <br />1221 E WILSHIRE AVE UNIT# MTR02 <br />1229 E WILSHIRE AVE UNIT# MTR02 <br />APN: 014-251-49 <br />DEVELOPER: <br /> C&C DEVELOPMENT <br />6' <br />T <br />Y <br />P <br />. <br />2"x4" RAFTERS <br />@ 24" O.C. TYP.