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ASCE <br /> ,VAEfr,M SOCGElY 0=CME EKGINM <br /> Seismic <br /> Site Soil Class: D -Default(see Section 11.4.3) <br /> Results: <br /> SS ; 1.392 SDI : N/A <br /> S, ; 0.495 TL 6 <br /> Fa 1.2 PGA : 0.601 <br /> F, ; N/A PGA M : 0.721 <br /> SMS 1.67 FPGA 1.2 <br /> SM, N/A le : 1 <br /> SD ; 1.113 C, : 1.378 <br /> Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. <br /> Data Accessed: Sun Oct 16 2022 <br /> Date Source: USGS Seismic Design Maas <br /> httosWasce7hazardtool.online/ Page 2 of 3 Sun Oct 16 2022 <br />