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• <br /> • <br /> ASCE <br /> AMERICAN SOCIETY OF CML ENGINEERS <br /> Seismic <br /> Site Soil Class: D-Default(see Section 11.4.3) <br /> Results: <br /> Ss : 1.318 Sol : N/A <br /> Si : 0.467 TL : 6 <br /> Fa : 1.2 PGA : 0.568 <br /> F, : N/A PGA M : 0.682 <br /> SMs : 1.582 f PGA : 1.2 <br /> SM, : N/A le : 1 <br /> S os : 1.054 C : 1.364 <br /> Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. <br /> Data Accessed: Tue Feb 07 2023 <br /> Date Source: USGS Seismic Design Maos <br /> httos://asce7hazardtool.online/ Page 2 of 3 Tue Feb 07 2023 <br />