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E'p9 Sills&hill Tacoma,Washington Designed: OMA Date: 11 1 2022 Project Number: 19,933 <br /> 253-474 9449 Checked: CJT Date: 11 4 2022 5 <br /> Project: Emerald Court Cal-Dorts <br /> LATERAL ANALYSIS, CONTINUED <br /> SEISMIC DESIGN CRITERIA-SITE <br /> EXCEPTION,SITE RESPONSE ANALYSIS NOT REQUIRED <br /> ASCE 7-16,SECTION 11.4: <br /> Fa= 1.20 (Table 11.4-1) F = 1.81 (Table 11.4-2) <br /> Sens=SSF,= 1.387 x 1.20 (Equation 11.4-1) SM1=S1F = 0.493 x 1.81 (Equation 11.4-2) <br /> SMS= 1.664 SM1= 0.891 <br /> SDS='/3 Sans= 2/3 x 1.664 (Equation 11.4-3) SD1=`/3 SM1= 2/3 x 0.891 (Equation 11.4-4) <br /> SDS= 1.110 SD1= 0.594 <br /> ASCE 7-16,SECTION 11.5: <br /> Risk Category: II le= 1.00 (Table 1.5-2) <br /> ASCE 7-16,SECTION 11.6: <br /> Seismic Design Category: D (Based on Tables 11.6-1 and 11.6-2) <br />