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ASCE <br /> AMERICAN SOCIETY 0P CML ENGINEERS <br /> Seismic <br /> Site Soil Class: D-Default(see Section 11.4.3) <br /> Results: <br /> Ss 1.392 So, 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 /> Sos 1.113 C, : 1.378 <br /> Ground motion hazard analysis may be required. See ASCE/SEl 7-16 Section 11.4.8. <br /> Data Accessed: Sun Oct 16 2022 <br /> Date Source: USGS Seismic Design Maps <br /> https://asce7hazardtool.online/ Page 2 of 3 Sun Oct 16 2022 <br />