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SEISMIC LOAD ASCE 7-16 <br />Risk Category II <br />Importance Factor (I) 1.00 <br />Site Class D - Default <br />Seismic Design Category D <br />Response Spectral Acc. (0.2 sec) (Ss) =1.306 <br />Response Spectral Acc. (1.0 sec) (S1) =0.467 <br />Fa =1.200 <br />Fv =1.833 <br />Max. Considered earthquake acc. SMS 1.567 <br />Max. Considered earthquake acc. SM1 0.856 <br />Design spectral acc. At short period S DS 1.045 <br />Design spectral acc. at 1s period SD1 0.571 <br />Response modification coefficient (R) 6.5 <br />System overstrength coefficient (Ω) 2.5 <br />Building period coeficient (CT) =0.02 <br />Building Height (ft) 14.75 (65ft maximum) <br />Building period T=Ta (sec)0.151 <br />Long Period Transition Period (TL) =8 <br />Minimum Cs 0.046 <br />Maximum Cs 0.583 <br />Seismic response coefficient C s 0.161 <br />Adjusted Cs 0.161 <br />Design Base Shear V = 0.161W <br />Page 17 of 22 <br />2801 W Elder Ave & Unit# <br />24/15/2025