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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= = 1400 sf Wpanel = 40.6 lb <br />Wroofexisting = 10.2*1400 = 14280 lb 19 *Wpanel = 770.83 lb <br />Wwallexisting = 15*80*4 = 4800 lb Wrestofarray = 243.77 lb <br />Wexisting = 19080 lb Warray = 1014.6 lb <br />V = 0.18 W <br />Vroofexisting = 3434 lb Existing Total Lateral Force <br />Vroofwpanels = 3617 lb New Total Later Force <br />% increase = 3617 increase which results in less than a 10% increase in the <br />3434 stress of existing lateral resisting elements OK <br />BY: Doug Engineering SMX-10826 <br />PROJECT: PV Panels for Anthony Lima <br />CLIENT: Solar Max Renewable Energy Provider, Inc.7/11/2023 <br />*100%-100% = 5% <br />1206 W 18th St <br />09/18/23