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2.3 <br />2.2 <br />2.1 <br />1.3 <br />1.2 <br />3.1 <br />1.1 <br />DB <br />Revision <br />Drawn By <br />Description Date <br />Date <br />Project Name <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />PA <br />R <br />C <br />E <br />L <br />: <br />Sheet Size <br />0 INITIAL SUBMITTAL 5/18/23 <br />5/8/23 <br />CO <br />M <br />M <br />U <br />N <br />I <br />T <br />Y <br /> <br />A <br />C <br />T <br />I <br />O <br />N <br /> <br />P <br />A <br />R <br />T <br />N <br />E <br />R <br />S <br />H <br />I <br />P <br />OR <br />A <br />N <br />G <br />E <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />16 <br />0 <br />1 <br /> <br />W <br /> <br />2 <br />N <br />D <br /> <br />S <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />CAPOC-SANTA ANA <br />Signature Dated <br />11x17 <br />40 <br />5 <br />- <br />1 <br />7 <br />5 <br />- <br />0 <br />9 <br />PL <br />A <br />N <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br />DEREK BROSCH <br />11806 PALMS BOULEVARD <br />LOS ANGELES, CA, 90066 <br />OFFICE: (310) 488-2097 <br />5/8/23 <br />VIA SOLAR CORP <br />DBA VIA CONSTRUCTION <br />SERVICES <br />LICENSE: B-992721 <br />9702 KLINGERMAN STREET <br />SOUTH EL MONTE, CA 91377 <br />BUSINESS PHONE <br />NUMBER:(626) 379-4649 <br />Phone Number:(626) 579-4549 <br />1 AHJ CORRECTIONS 8/1/23 <br />PV-1 <br />ROOF PLAN <br />GENERAL NOTES: <br />1.IRONRIDGE FLASHFOOT MOUNTS WILL BE CONNECTED <br />DIRECTLY TO THE EXISTING ROOF RAFTERS. <br />2.THE SPACING BETWEEN MOUNTS NOT TO EXCEED 48" O.C. <br />IN EITHER DIRECTION <br />3.IRONRIDGE RAIL NOT TO CANTILEVER MORE THAN 20" <br />FROM THE CLOSEST SUPPORT. <br />4.PV PANEL SYSTEM DEAD LOAD: 2.9 LBS/SQ FT <br />5.5/16" DIA LAG SCREW W/ 2-1/2" MIN EMBEDMENT. <br />SITE PLAN <br />SCALE: 1/16" = 1'-0" <br />ROOF NOTES: <br />1.ROOF AZIMUTH: 90°, 180°, 270° <br />2.ROOF TILT: 23° <br />3.ROOF MATERIAL:COMPOSITE SHINGLE <br />4.BUILDING TYPE:COMMERCIAL <br />5.ROOF STRUCTURE:RAFTER <br />6.RAFTER SIZE:2x8 <br />7.RAFTER SPACING:16" O.C. <br />IRONRIDGE RAIL <br />MOUNT POINT(88) 400W PV <br />MODULES- <br />FLUSH MOUNTED <br />(NEW) <br />600A MAIN SERVICE <br />PANEL (EXISTING) <br />5.0KW INVERTER (NEW) <br />200A AC DISCONNECT <br />(NEW) <br />4' <br />4' <br />1'-6" <br />4' <br />4' MOUNT <br />SPACING <br />1'-6" <br />1'-6" <br />11.4KW INVERTER (NEW) <br />11.4KW INVERTER (NEW) <br />200A SUBPANEL (NEW) <br />PROPERTY LINE <br />N <br />F <br />O <br />R <br />E <br />S <br />T <br /> <br />A <br />V <br />E <br />W 2ND STREET <br />WAREHOUSE <br />SPACE - NO <br />SEPARATE <br />ADDRESS UNOCCUPIED <br />PATIO COVER <br />4' <br />4' <br />4' <br />4' <br />4' <br />1601 W 2nd St - 101115409 & <br />20179861 <br />11/17/2023