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MODULE <br />END CLAMPMID CLAMPMODULE <br />STRUCTURAL DETAIL <br />S-02 <br />UPLIFT CALCULATIONS <br />UPLIFT 13939.8 LBS <br />PULL OUT <br />STRENGTH 20910 LBS <br />POINT LOADING 31 LBS <br />MODULES DATA <br />HANWHA QCELLS Q.PEAK DUO BLK <br />ML-G10+ 400W <br />MODULE DIMS 74"x41.1"x1.26" <br />LAG SCREWS 5/16"x3.5":2.5"MIN <br />EMBEDMENT <br />MID-CLAMP AND END-CLAMP ANATOMY <br />GROUNDING LUG <br />MID CLAMP <br />ASSEMBLY <br />MODULE <br />FRAME <br />K2 RAIL <br />MODULE TO MODULE & MODULE TO RAIL <br />GROUNDING MID-CLAMP <br />SCALE: NTS <br />GROUNDING DETAILS <br />K2 RAIL <br />K2 STRUCTURAL RAIL <br />CONNECTOR <br />T-BOLT SCREW <br /> SCALE: NTS <br />RAIL TO RAIL <br />T-BOLT <br />33.762753, -117.872883 <br />APN: 002-10-305 <br />CUSTOMER INFORMATION <br />NAME:BEATRICE RAYA <br />DATE:7/21/2022 <br />SCALE:AS NOTED REV:D <br />AHJ:CA-CITY OF SANTA ANA <br />UTILITY:SOUTHERN CALIFORNIA EDISON <br />PRN NUMBER:TPS-56928 <br />DRAFTED BY: <br />P.SANKET <br />QC'ED BY: <br /> A.N.KRISHNAN <br />PAPER SIZE:17"X11" <br />ADDRESS:2004 N ROSS ST, SANTA ANA, <br />CA 92706 <br />ADDRESS: 525W, BASELINE RD <br />MESA AZ,85210 <br />LICENSE#'S CA:1062072 BL:010238 <br />TSP NUMBER:TSP133481 <br />2 X 6 RAFTERS <br />@2'-0" SPACING <br />COMPOSITION SHINGLE ROOF <br />MODULE <br />5/16" X 3.5" LAG SCREW <br />1 BOLT PER PENETRATION <br />LOAD BEARING WALL SCALE:NTS <br />ROOF FRAMING DETAILS <br />ATTACHMENT DETAIL- K2 EVERFLASH ECOMP KIT <br />K2 EVERFLASH ECOMP KIT <br />SOLAR MODULE <br />K2 CROSSRAIL <br />6" MAX <br />FLASHING <br />DEAD LOAD CALCULATIONS <br />BOM QUANTITY LBS/UNIT TOTAL WEIGHT <br />(LBS) <br />MODULES 22 48.5 1067.00 <br />MID-CLAMP 36 0.300 10.80 <br />END-CLAMP 16 0.310 4.96 <br />RAIL LENGTH 147 0.560 82.32 <br />SPLICE BAR 8 0.650 5.20 <br />K2 EVERFLASH <br />ECOMP KIT 34 1.45 49.30 <br />TOTAL WEIGHT OF THE SYSTEM (LBS)1219.58 <br />TOTAL ARRAY AREA ON THE ROOF (SQ. FT.)464.66 <br />WEIGHT PER SQ. FT.(LBS)2.62 <br />WEIGHT PER PENETRATION (LBS)35.87 <br />5/16 HEX-BOLT <br />STAINLESS STEEL 5/16" LAG <br />SCREW 2.5" EMBEDMENT <br />PILOT HOLE REQUIRED <br />Structural <br />Only <br />2004 N Ross St <br />12/14/22