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SEISMIC LOAD ASCE 7-22 <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) =1.480 <br />Response Spectral Acc. (1.0 sec) (S1) =0.530 <br />Fa =1.200 <br />Fv =1.77 <br />Max. Considered earthquake acc. SMS 1.740 <br />Max. Considered earthquake acc. SM1 0.938 <br />Design spectral acc. At short period S DS 1.160 <br />Design spectral acc. at 1s period SD1 0.625 <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) 12.25 (65ft maximum) <br />Building period T=Ta (sec)0.131 <br />Long Period Transition Period (TL) =8 <br />Minimum Cs 0.051 <br />Maximum Cs 0.735 <br />Seismic response coefficient C s 0.178 <br />Adjusted Cs 0.178 <br />Design Base Shear V = 0,178W <br />Page 16 of 21 <br />1525 W Carlton Pl & Unit# 2 - <br />101119148-491/9/2025