Laserfiche WebLink
<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 <br /> pg. 33 <br /> <br /> <br />Table 2.5-3– Seismic Design Parameters – Hotel building <br /> <br />Parameter Value <br />Occupancy Category II <br />Importance Factor 1.00 <br />Site Class D <br />Sds 1.177 <br />Sd1 0.736 <br />Seismic Design Category D <br />Lateral Resisting System Special Reinforced Concrete <br />Shear Walls <br />Building Mode T1 (Translational) 1.346 sec <br />Building Mode T2 (Translational) 1.182 sec <br />Building Mode T3 (Torsional) 0.833 sec <br />Response Modification Coefficient, R 5.0 <br />System Overstrength Factor, Ωo 2.5 <br />Deflection Amplification, Cd 5.0 <br />Seismic Coefficient, Cs 0.1373 <br />Seismic Weight, W 18,968 kips <br />Equivalent Lateral Force Base Shear 2,605 kips <br />Response Spectrum Base Shear 2,605 kips <br /> <br /> <br />