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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 4 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> Wind Importance Factor N/A <br /> <br />Seismic Load <br /> Seismic Importance Factor 1.00 <br /> Spectral Response Accelerations (Ss & S1) 1.2751 0.4570 <br /> Site Class D <br /> Spectral Response Coeffecients (Sds & Sd1) 0.5615 <br /> Seismic Design Category D <br /> Basic Seismic-Force-Resisting System(s) * <br /> Longitudinal Lateral <br /> Total Design Base Shear (V) 4.68 kips 5.05 kips <br /> Seismic Response Coefficient(s) (Cs) 0.2617 0.2430 <br /> Response Modifaction Factor(s) (R) 3.2500 3.5000 <br /> Analysis Procedure: Equavalent Lateral Force <br /> <br /> <br />1202 W Edinger <br />Ave10/3/2024