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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 />𝑽𝑩𝑨𝑺𝑬= 𝑽 βˆ— 𝑾𝑻𝑢𝑻𝑨𝑳 <br />𝑉= 𝑉 βˆ— π‘Š= <br />𝑭𝒙= π‘½π‘©π‘¨π‘Ίπ‘¬βˆ—π‘Ύπ‘Ώβˆ— 𝒉𝑻𝑢𝑻𝑨𝑳 <br />π‘ΎπŸβˆ— π’‰πŸ+π‘ΎπŸβˆ—π’‰πŸ+ π’‰πŸ+ β‹―π‘Ύπ’βˆ— 𝒉𝑻𝑢𝑻𝑨𝑳 <br />𝑽𝑩𝑨𝑺𝑬=π‘½βˆ—π‘Ύπ‘»π‘Άπ‘»π‘¨π‘³ <br />𝑨 <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025