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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) = 749 sqft Qwall = 15 psf <br />Q partion = 5 psf hwall = 4.5 ft <br />Q floor/roof = 15 psf Lperimeter = 129.33 ft <br />P floor = 14980 lbs Pwall = 8729.775 lbs <br />Cs =0.161 ta =0.139 <br />Total Weight, W = 23710 lbs k =1.000 <br />V = CsW = 3812 lbs SDS =1.045 <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 23,710 213388 1.00 3,812 749 5.09 <br />0.0 0 0 0.00 0 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 21 of 26 <br />810 N English St & Unit <br />#25/7/2025