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ASCE <br /> Seismic <br /> Site Soil Class: D- Default(see Section 11.4.3) <br /> Results: <br /> Ss : 1,243 Sp, NIA <br /> S, : 0.441 TL 6 <br /> Fa 1.2 PGA : 0.534 <br /> Fv = N/A PGA M : 0,641 <br /> SMs 1A92 FPGA : 1.2 <br /> SMI : N/A le : 1 <br /> Sos 0.994 C : 1.349 <br /> Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. <br /> Data Accessed: Mon Oct 16 2023 <br /> Date Source: USGS Seismic Design Ma Qs <br /> h4ps://asce7hazardtool.online/ Page 2 of 3 Mort Oct 16 202; <br /> C1.3 <br />