Laserfiche WebLink
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== 2098 sf W panel =47.4 lb <br />W roofexisting =10.2*2098 = 21400 lb 25 *W panel = 1185 lb <br />W wallexisting =15*80*4 = 4800 lb W restofarray =397.5 lb <br />W existing =26200 lb W array = 1582.5 lb <br />V = 0.18 W <br />Vroofexisting =4716 lb Existing Total Lateral Force <br />Vroofwpanels =5001 lb New Total Later Force <br />% increase = 5001 increase which results in less than a 10% increase in the <br />4716 stress of existing lateral resisting elements OK*100%-100% = 6% <br />BY: Doug Engineering GUC-2909 <br />PROJECT: PV Panels for Rodolfo Moreno <br />CLIENT: Guyou Construction, Inc. 8/23/2024 <br />1017 N Wright St <br />11/4/2024