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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) = 935 sqft Qwall = 15 psf <br />Q partion = 5 psf hwall = 5 ft <br />Q floor/roof = 15 psf Lperimeter = 139.92 ft <br />P floor = 18700 lbs Pwall = 10494 lbs <br />Cs =0.178 ta =0.131 <br />Total Weight, W = 29194 lbs k =1.000 <br />V = CsW = 5210 lbs SDS =1.160 <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 />10.0 29,194 291940 1.00 5,210 935 5.57 <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 />1525 W Carlton Pl & Unit# 2 - <br />101119148-491/9/2025