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CASTILLO ENGINEERING, INC.JOB: <br />1205 Pine Avenue, Suite 201 <br />Long Beach, CA 90813 <br />ENGR:JOB NO.SHEET NO. <br />SEISMIC BASE SHEAR <br />(ASCE 7-16) <br />Degrees <br />Degrees <br />(Table 20.3-1) <br />R =(Table 12.2-1) <br />SMS = Fa Ss (11.4-1) <br />=x <br />= <br />SM1 = Fv S1 (11.4-2) <br />=x <br />= <br />SDS = (2/3)SMS (11.4-3) <br />= (2/3)x <br />= <br />SD1 = (2/3)SM1 (11.4-4) <br />= (2/3)x <br />= <br />Ta =Ct hn <br />x (12.8-7) <br />=x 8 <br />= <br />V = Cs W <br />VMIN = W [GOVERNS] <br />VMIN = 0.5 S1 Ie W For S1 is equal to or greater than 0.6g <br />= x x W <br />= W <br />VMAX = W =x W =W <br />x <br />V =r W =x x W =x W <br />= W [Strength Level] <br />V = x W <br />=W [Allowable Stress Design] <br />0.7 <br />0.71 <br />1.019 <br />1.30.784 <br />1.019 <br />R <br />1.176 1.00 1.3 <br />SD1 Ie <br />1.5 <br />T R <br />0.01 <br />R <br />0.5 0.5200 1.00 <br />1.5 <br />0.173 <br />4.32408 <br />SDS Ie <br />0.617 1.00 <br />0.095 1.5 <br />0.9256 <br />Latitude: <br />Longitude: <br />33.72045 <br />-117.8804 <br />0.095 <br />1.764 <br />1.78 0.52 <br />0.9256 <br />0.617 <br />0.02 0.75 <br />1.764 <br />1.176 <br />1034 W CAMDEN PL <br />24-462 <br />D <br />1.20 1.47 <br />1.5 <br />FG DATE: 3/18/2025 <br />SITE CLASS: <br />62