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SEISMIC ANALYSIS <br />WEIGHT <br />Level 1 W roof = 20 psf x 1343 ft^2 = 26.87 kips <br />W wall = 16 psf x 768 ft^2 = 12.28 kips <br />WR = 39.15 kips <br />BASE SHEAR <br />0.162 x 39.15 kips = 6.36 kips <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />1 Level <br />2 or more levels <br />W TOTAL <br />39.15 kips <br />4.733 psf <br />= ∗ <br />= ∗ = <br />= ∗ <br />∗ <br />∗ + ∗ + + ⋯ ∗ <br />= <br />∗ <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025