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SHEET: 7 OF 7 <br />DATE: <br />DE JOB NO.: <br />LATERAL ANALYSIS <br />DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING <br />Aroofexisting= = 3317 sf Wpanel = 48.5 lb <br />Wroofexisting = 15.2*3317 = 50418 lb 41 *Wpanel = 1988.5 lb <br />Wwallexisting = 15*80*4 = 4800 lb Wrestofarray = 606.8 lb <br />Wexisting = 55218 lb Warray = 2595.3 lb <br />V = 0.18 W <br />Vroofexisting = 9939 lb Existing Total Lateral Force <br />Vroofwpanels = 10406 lb New Total Later Force <br />% increase = 10406 increase which results in less than a 10% increase in the <br />9939 stress of existing lateral resisting elements OK <br />BY: Doug Engineering SMX-10613 <br />PROJECT: PV Panels for Jeanne Thai <br />CLIENT: Solar Max Renewable Energy Provider, Inc.5/23/2023 <br />*100%-100% = 5% <br />760 W Aster Pl - <br />2018031708/09/23