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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= = 3207 sf Wpanel = 40.6 lb <br />Wroofexisting = 10.2*3207 = 32711 lb 21 *Wpanel = 851.97 lb <br />Wwallexisting = 15*80*4 = 4800 lb Wrestofarray = 269.43 lb <br />Wexisting = 37511 lb Warray = 1121.4 lb <br />V = 0.18 W <br />Vroofexisting = 6752 lb Existing Total Lateral Force <br />Vroofwpanels = 6954 lb New Total Later Force <br />% increase = 6954 increase which results in less than a 10% increase in the <br />6752 stress of existing lateral resisting elements OK*100%-100% = 3% <br />BY: Doug Engineering SMX-10493 <br />PROJECT: PV Panels for Dien Nguyen <br />CLIENT: Solar Max Renewable Energy Provider, Inc.5/4/2023 <br />2009 W Adams St <br />08/01/23