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Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE <br />Project No.:127 Date: 7/3/2024 <br />C. Lateral Forces <br />SDS 1.038 I 1.0 <br />SMS 1.556 R 6.5 <br />Cs = SDS / (R/I)=0.160 <br />Base Shear V =Cs W =0.160 x W <br />Base Shear V (ASD) =0.7 Cs W =0.112 x W <br />Vertical Seismic Ev =.2SDS x W =0.208 x W <br />Area (s.f)Weight (psf)Avg H (ft) <br />4202 16.0 22.8 <br />4202 14.0 17.8 <br />Total 20.5 <br />Area Weight (psf)Avg H (ft) <br />4972 20.0 10.5 <br />4972 28.0 10.5 <br />Total 19.9 <br />Level H (ft) W (lbs) W*H F (lbs) F (psf) <br />Roof 20.5 126061.9 2584170 14304 3.40 <br />2nd Floor 19.87649 126061.9 2505668 13869 2.79 <br />252123.75 5089838 28173 6.19 <br />Roof <br />Vertical Distribution <br />2nd Floor Diaphragm <br />Tributary Walls <br />Weight (lbs) <br />126062 <br />139204 <br />99431 <br />Seismic Mass Elements <br />2nd Floor <br />Seismic Mass Elements <br />Roof Diaphragm <br />Tributary Walls <br />Seismic Paramters <br />Seismic Loads <br />Weight (lbs) <br />67233 <br />58829 <br />126062 <br />Page 25 <br />HOLD- 829 N <br />Garfield St1/15/2025