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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== 2090 sf <br />W panel =47.4 lb <br />W roofexisting =10.2*2090 = 21318 lb 14 <br />*W panel = 663.6 lb <br />W wallexisting =15*80*4 = 4800 lb <br />W restofarray =218.4 lb <br />W existing =26118 lb <br />W array = 882 lb <br />V = 0.206 W <br />Vroofexisting =5380 lb Existing Total Lateral Force <br />Vroofwpanels =5562 lb New Total Later Force <br />% increase = 5562 increase which results in less than a 10% increase in the <br />5380 stress of existing lateral resisting elements OK <br />*100%-100% = 3% <br />BY: Doug Engineering GUC-3004 <br />PROJECT: PV Panels for Robert Dominguez <br />CLIENT: Guyou Construction, Inc. 11/26/2024 <br />1422 W Marion <br />Way1/24/2025