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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= = 2460 sf Wpanel = 40.6 lb <br />Wroofexisting = 10.2*2460 =25092 lb 17 *Wpanel = 689.69 lb <br />Wwallexisting = 15*80*4 =4800 lb Wrestofarray =218.11 lb <br />Wexisting =29892 lb Warray =907.8 lb <br />V =0.18 W <br />Vroofexisting =5381 lb Existing Total Lateral Force <br />Vroofwpanels =5544 lb New Total Later Force <br />% increase = 5544 increase which results in less than a 10% increase in the <br />5381 stress of existing lateral resisting elements OK*100%-100% = 3% <br />BY: Doug Engineering SMX-9441 <br />PROJECT: PV Panels for Ahmed Mohiuddin <br />CLIENT: Solar Max Renewable Energy Provider, Inc.8/16/2022 <br />3118 S Diamond St <br />12/13/22