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<br />Seismic Load <br /> <br /> <br />Risk Category II Table 1.5-1 <br />Seismic Importance Category 1.0 Table 1.5-2 <br />Site Class D Section 11.4.3 <br />Fa 1.18 https://seismicmaps.org/ <br />Ss 1.51 <br />Sds 1.19 Eq 11.4-3 <br />Fv 2.34 <br />S1 0.52 <br />Sd1 0.81 Eq 11.4-4 <br />Seismic Design Category D Table 11.6-2 <br />Response Modification Factor (R) 6.5 Table 12.2-1 <br />Seismic Weight (lbs) - ADU 25,854 Sec 12.7.2 <br />Simplified Lateral Force Procedure <br />Amplication Factor (F) 1.0 <br />Redundancy Factor (ρ) 1.3 Sec 12.3.4.2 <br />Total Base Shear (lbs) - ADU 6,153 Eq 12.14-11 <br />Static Lateral Force Procedure <br />Cs 0.18 Eq 12.8-2 <br />Building Height 12.5 <br />Building Fundamental Period (s) 0.13 Eq 12.8-7 <br />Building Long Period (s) 8 https://seismicmaps.org/ <br />Cs, max 0.94 Eq 12.8-3 and Eq 12.8-4 <br />Cs, min 0.04 Eq 12.8-6 <br />Cs actual 0.18 <br />Redundancy Factor (ρ) 1.3 Sec 12.3.4.2 <br />Total Base Shear (lbs) - ADU 6,153 <br />2039 N Victoria Drive <br />#24/28/2025