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SHEET: 10 OF 10 <br />DATE: <br />DE JOB NO.: <br />LATERAL ANALYSIS <br />DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING <br />Aroofexisting= = 2759 sf Wpanel =48.1 lb <br />Wroofexisting = 10.2*2759 = 28142 lb 16 *Wpanel =768.8 lb <br />Wwallexisting = 15*80*4 = 4800 lb Wrestofarray =244 lb <br />Wexisting = 32942 lb Warray =1012.8 lb <br />V = 0.18 W <br />Vroofexisting = 5930 lb Existing Total Lateral Force <br />Vroofwpanels = 6112 lb New Total Later Force <br />% increase = 6112 increase which results in less than a 10% increase in the <br />5930 stress of existing lateral resisting elements OK*100%-100% = 3% <br />BY: Doug Engineering PGS-1254 <br />PROJECT: PV Panels for Kevin Trieu <br />CLIENT: ParagonSun 11/2/2022 <br />3325 S Baker St <br />01/12/23