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E <br /> AMEAICAN SOCIETY OF CML ENGINEEAS <br /> Seismic <br /> Site Soil Class: D- Default(see Section 11.4.3) <br /> Results: <br /> Ss 1.383 Sol N/A <br /> S, 0.491 TL 6 <br /> Fa 1.2 PGA : 0.597 <br /> F„ N/A PGA M : 0.717 <br /> SMs 1.659 FPGA 1.2 <br /> SM, N/A IQ : 1 <br /> SDS 1.106 C : 1.377 <br /> Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. <br /> Data Accessed: Mon Jan 31 2022 <br /> Date Source: USGS Seismic Design Maps <br /> https://asce7hazardtoo1.onIine/ Page 2 of 3 Mon Jan 31 2022 <br />