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,, m „.i ;4.14 c,„ .„.,,,,,,41,, ,,,,,t: ,,,,,:, <br /> Asa. <br /> ,„„ <br /> t M �/jtf\AN c'^;i 11 tk i:!�7t Ihf.r 'EFt;. 7�'C::y i I f <br /> Seismic ff <br /> Site Soil Class: D-Default(see Section 11.4.3) <br /> Results: <br /> Ss : 1.365 So, : N/A — <br /> S+ : 0.484 IL : 6 <br /> Fe : 1.2 PGA: 0.589 <br /> FY : N/A PGA M : 0.707 <br /> SMs : 1.638 F PGA : 1.2 <br /> SM, : N/A I. : 1 <br /> Sos : 1.092 C. : 1.373 <br /> Ground motion hazard analysis may be required. See ASCEISEI 7-16 Section 11.4.8. <br /> Data Accessed: Wed May 24 2023 <br /> Date Source: USGS Seismic Design Mans <br /> 5;, 1 ' ' <br /> *cwt- t Y <br /> 5, . . 2.7 /2 <br /> / IC <br /> /. 8 Z.4'$6/.. <br /> https_riasco7hazartlt_ooi._onhne/ Page 2 of 3 Wed May 24 2023 <br />