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BUILING WEIGHT <br />Section <br />Roof/ Floor Weight: P floor = A*(Q partion + Q floor/roof) Wall Weight Pwall = Qwall * hwall *L perimeter <br />Area (A) = 1000 sqft Qwall = 15 psf <br />Q partion = 5 psf hwall = 4.5 ft <br />Q floor/roof = 20 psf Lperimeter = 151.67 ft <br />P floor = 25000 lbs Pwall = 10237.725 lbs <br />Cs =0.160 ta =0.139 <br />Total Weight, W = 35238 lbs k =1.000 <br />V = CsW = 5627 lbs SDS =1.038 <br />Shear Wall Force Linear Forces for Shear Wall <br />hxwx Area Qe (psf) <br />Section hx (ft)wx (lbs)hxwx (ft-lbs)hxwx CvxV <br />9.0 35,238 317140 1.00 5,627 1000 5.63 <br />0 0.00 0 0.00 <br />0 0 0.00 0 0.00 <br />0 0 0.00 0 0.00 <br />0 0 0 <br />Page 17 of 21 <br />2612 S Griset Pl Unit <br />#23/17/2025