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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= = 2722 sf Wpanel = 40.6 lb <br />Wroofexisting = 15.2*2722 =41374 lb 31 *Wpanel = 1257.7 lb <br />Wwallexisting = 15*80*4 =4800 lb Wrestofarray =397.73 lb <br />Wexisting =46174 lb Warray =1655.4 lb <br />V =0.18 W <br />Vroofexisting =8311 lb Existing Total Lateral Force <br />Vroofwpanels =8609 lb New Total Later Force <br />% increase = 8609 increase which results in less than a 10% increase in the <br />8311 stress of existing lateral resisting elements OK*100%-100% = 4% <br />BY: Doug Engineering SMX-9906 <br />PROJECT: PV Panels for Richard McIntosh <br />CLIENT: Solar Max Renewable Energy Provider, Inc.11/10/2022 <br />13761 N Deodar St <br />04/17/23