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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== 3329 sf W panel =48.5 lb <br />W roofexisting =15.2*3329 = 50601 lb 27 *W panel = 1309.5 lb <br />W wallexisting =15*80*4 = 4800 lb W restofarray =399.6 lb <br />W existing =55401 lb W array = 1709.1 lb <br />V = 0.18 W <br />Vroofexisting =9972 lb Existing Total Lateral Force <br />Vroofwpanels =10280 lb New Total Later Force <br />% increase = 10280 increase which results in less than a 10% increase in the <br />9972 stress of existing lateral resisting elements OK <br />BY: Doug Engineering SMX-11152 <br />PROJECT: PV Panels for Christopher Cleary & Michael <br />CLIENT: Solar Max Renewable Energy Provider, Inc. 1/4/2024 <br />*100%-100% = 3% <br />1024 W Sharon Rd - <br />201822705/28/2024