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SS : 1.314 <br />S1 : 0.468 <br />F a : 1 <br />F v : N/A <br />SMS : 1.314 <br />SM1 : N/A <br />SDS : 0.876 <br />SD1 : N/A <br />T L : 8 <br />PGA : 0.556 <br />PGA M : 0.612 <br />F PGA : 1.1 <br />Ie : 1 <br />C v : 1.363 <br />Seismic <br />Site Soil Class: <br />Results: <br />Data Accessed: <br />Date Source: <br />D - Stiff Soil <br />USGS Seismic Design Maps <br />Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. <br />Tue Jan 28 2025 <br />Page 2 of 3https://ascehazardtool.org/Tue Jan 28 2025 <br />L-2