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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 22 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> Zone/Design Category= D <br /> Ie = 1.000 <br /> S1 = 0.457 <br /> Sd1 = 0.562 <br /> Sds = 0.850 <br /> <br /> Seismic Dead Load, W <br /> -------------------- <br /> Frame Dead = 2.00 (psf ) <br /> Roof Dead = 2.00 (psf ) <br /> Collateral = 3.00 (psf ) <br /> Roof Total = 7.00 (psf ) , Weight= 14.00 (k ) <br /> Left EW Dead = 2.00 (psf ) , Weight= 0.93 (k ) <br /> Front SW Dead = 2.00 (psf ) , Weight= 1.00 (k ) <br /> Right EW Dead = 2.00 (psf ) , Weight= 0.93 (k ) <br /> Back SW Dead = 2.00 (psf ) , Weight= 1.00 (k ) <br /> ------- <br /> Total = 17.87 (k ) <br /> <br /> Seismic Forces <br /> -------------- <br /> <br /> Roof Bracing <br /> R = 3.25, Rho= 1.30 <br /> Cs = 0.2617 <br /> W = 15.87 (k ) <br /> Force V = 4.15 (k ) <br /> Force E = 5.40 (k ) <br /> <br /> Sidewall Bracing <br /> Front SW R = 3.25, Rho= 1.30, Omega= 2.00 <br /> Cs = 0.2617 <br /> W = 8.93 (k ) <br /> Force V = 2.34 (k ) <br /> Force Em = 4.67 (k ) <br /> Force E = 3.04 (k ) <br /> Back SW R = 3.25, Rho= 1.30, Omega= 2.00 <br /> Cs = 0.2617 <br /> W = 8.93 (k ) <br /> Force V = 2.34 (k ) <br /> Force Em = 4.67 (k ) <br /> Force E = 3.04 (k ) <br /> <br /> Endwall Bracing <br />1202 W Edinger <br />Ave10/3/2024