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ASCE <br /> AMERICAN SOCIETY OF CML ENGINEERS <br /> Seismic <br /> Site Soil Class: D - Stiff Soil <br /> Results: <br /> SS 1.251 SDI N/A <br /> S, 0.444 T L 6 <br /> Fa 1 PGA : 0.538 <br /> F, N/A PGA M : 0.591 <br /> SMS 1.251 FPGA 1.1 <br /> SMI N/A le : 1 <br /> SIDS 0.834 C : 1.35 <br /> Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. <br /> Data Accessed: Fri Dec 10 2021 <br /> Date Source: USGS Seismic Design Maps <br /> https:Hasce7hazardtool.online/ Page 2 of 5 Fri Dec 10 2021 <br /> Page 3 of 10 <br />