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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= = 2564 sf Wpanel =44.5 lb <br />Wroofexisting = 10.2*2564 = 26153 lb 11 *Wpanel =489.5 lb <br />Wwallexisting = 15*80*4 = 4800 lb Wrestofarray =154 lb <br />Wexisting = 30953 lb Warray =643.5 lb <br />V = 0.18 W <br />Vroofexisting = 5572 lb Existing Total Lateral Force <br />Vroofwpanels = 5687 lb New Total Later Force <br />% increase = 5687 increase which results in less than a 10% increase in the <br />5572 stress of existing lateral resisting elements OK <br />BY: Doug Engineering SLE-3970 <br />PROJECT: PV Panels for Fidel Zamudio <br />CLIENT: SunLux 10/1/2021 <br />*100%-100% = 2% <br />2230 N Tamy Ln <br />11/01/21