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SIllS8t1 IIII 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 Carports <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 /> 5Ms=SsFa= 1.387 x 1.20 (Equation 11.4-1) SM1=S1F = 0.493 x 1.81 (Equation 11.4-2) <br /> 5Ms= 1.664 SM1= 0.891 <br /> SDs=1/3 SMs= 2/3 x 1.664 (Equation 11.4-3) SD1=2/3 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 />