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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= = 3148 sf Wpanel =46.3 lb <br />Wroofexisting = 10.2*3148 = 32110 lb 14 *Wpanel =648.2 lb <br />Wwallexisting = 15*80*4 = 4800 lb Wrestofarray =221.2 lb <br />Wexisting = 36910 lb Warray =869.4 lb <br />V = 0.18 W <br />Vroofexisting = 6644 lb Existing Total Lateral Force <br />Vroofwpanels = 6800 lb New Total Later Force <br />% increase = 6800 increase which results in less than a 10% increase in the <br />6644 stress of existing lateral resisting elements OK <br />BY: Doug Engineering SLE-4883 <br />PROJECT: PV Panels for Maia Huntington <br />CLIENT: SunLux 5/2/2023 <br />*100%-100% = 2% <br />1621 W Avalon <br />Ave08/07/23