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A6 <br />B1 <br />D6 <br /> <br />D7 <br /> <br />D8 <br /> <br />D5 <br /> <br />C6 <br /> <br />C7 <br /> <br />C8 <br /> <br />C9 <br /> <br />C1 <br />0 <br /> <br />C5 <br /> <br />C4 <br /> <br />C3 <br /> <br />C2 <br /> <br />C1 <br /> <br />B1 <br />0 <br /> <br />B9 <br /> <br />A7 <br /> <br />A8 <br /> <br />A9 <br /> <br />B7 <br /> <br />A1 <br />0 <br /> <br />B2 <br /> <br />B3 <br /> <br />B4 <br /> <br />B8 <br /> <br />B6 <br /> <br />B5 <br /> <br />D1 <br /> <br />D4 <br /> <br />D3 <br /> <br />D2 <br /> <br />A5 <br />A4 <br /> <br />A3 <br /> <br />A2 <br /> <br />A1 <br /> <br />D1 <br />0 <br />D9 <br /> <br />S-1.0 <br />REVISIONS <br />DOC ID: <br />PROJECT <br />SUMMARY <br />GR <br />I <br />D <br />- <br />T <br />IE <br />D <br /> <br />S <br />O <br />L <br />A <br />R <br /> <br />P <br />O <br />W <br />E <br />R <br /> <br />S <br />Y <br />ST <br />EM <br />SSPR-013 <br />94 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> A <br />L <br />T <br />ON <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />, <br />DATE: 03/22/23 <br />CONTRACTOR: PAUL NAKHLE <br />COMPANY: SOLECTRIC SOLUTION <br />SA <br />N <br />T <br />A <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />1 <br />PV-5 <br />MARKET ATTACHMENT PLAN <br />SCALE: 1" = 10' <br />MOUNTING SYSTEM PROPERTIES <br />RAIL MODEL SNAPNRACK UR-40 <br />ANCHOR MODEL SNAPNRACK SPEEDSEAL <br />242-02163 <br />FASTENING METHOD 2.5 INCH EMBEDMENT INTO TRUSSES <br />WITH (1) 5/16IN DIA. FASTENER <br />MAX. ALLOW. RAIL SPAN <br />77 IN (ZONE 1) <br />63 IN (ZONE 2) <br />50 IN (ZONE 3) <br />MAX. MOUNT SPACING 48 IN (ZONE 1,ZONES 2 AND 3) <br />MAX. ALLOW. CANTILEVER <br />26 IN (ZONE 1) <br />21.0 IN (ZONE 2) <br />17.0 IN (ZONE 3) <br />GROUNDING AND BONDING INTEGRAL GROUNDING CERTIFIED <br />TO UL2703 REQUIREMENTS <br />DEAD LOAD CALCULATIONS <br />LOAD QTY LBS TOTAL LBS <br />MODULES 40 48.5 1940.0 <br />MICROINVERTER 40 2.38 95.2 <br />LINEAR FEET OF RAIL 280 0.4 112.0 <br />ANCHORS 106 1.7 180.2 <br />MISC. HARDWARE 9.8 9.8 <br />TOTAL ARRAY WEIGHT 2337.2 <br />AREA NAME QTY SQFT TOTAL SQFT <br />MODULES 40 20.97 838.8 <br />POINT LOAD (TOTAL ARRAY WEIGHT / ANCHORS) <br />(LBS)22.0 <br />DIST. LOAD (TOTAL ARRAY WEIGHT/ TOTAL <br />MODULES AREA) (PSF)2.8 <br />ROOF PROPERTIES <br />ROOF MATERIAL CHINGLES(1 LAYER) <br />SLOPE 5:12 (23°) <br />MEAN ROOF HEIGHT 22 FT <br />DECK SHEATING 15/32" OSB <br />CONSTRUCTION TRUSSES (2X6 TP[ CHORD), 24 IN OC <br />MODULE MECHANICAL PROPERTIES <br />MODEL APTOS SOLAR TECHNOLOGY LLC, <br />DNA-108-BF10-400W <br />DIMENSIONS 67.7IN X 44.6IN X 1.38IN (20.97 SQFT) <br />WEIGHT 48.5 LBS <br />NOTES <br />1 <br />TRUSS LOCATIONS ARE APPROXIMATE. ACTUAL <br />LOACTIONS MAR DIFFER AND CONTRACTOR MAY NEED <br />TO ADJUST MOUNT LOCATIONS. IN NO CASE SHALL THE <br />MOUNT SPACING EXCEED "MAX. MOUNT SPACING" <br />STRING A - 10 MODULES <br />STRING B - 10 MODULES <br />STRING C - 10 MODULES <br />STRING D - 10 MODULES <br />03/30/2023 <br />VSE Project Number: U3998.0066.231 <br />Vector Structural Engineering has reviewed the existing <br />structure with loading from the solar array and screw <br />connections to the existing framing. The design of the <br />racking system, racking connections, and all other <br />structural is by others. Mechanical, architectural, and all <br />other nonstructural aspects of the design are by others. <br />Electrical is by others, unless stamped by Dean Levorsen. <br />941 W Alton Ave - <br />2017966906/27/23