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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== 2032 sf Wpanel =49.4 lb <br />Wroofexisting =10.2*2032 = 20726 lb 11 *W panel = 543.4 lb <br />Wwallexisting =15*80*4 = 4800 lb Wrestofarray =149.6 lb <br />Wexisting =25526 lb Warray = 693 lb <br />V = 0.355 W <br />Vroofexisting =9062 lb Existing Total Lateral Force <br />Vroofwpanels =9308 lb New Total Later Force <br />% increase = 9308 increase which results in less than a 10% increase in the <br />9062 stress of existing lateral resisting element OK*100%-100% = 3% <br />BY: Doug Engineering GUC-3060 <br />PROJECT: PV Panels for Jorge Magallon <br />CLIENT: Guyou Construction, Inc. 5/22/2025