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ASCE. <br /> AMERICAN SOCIETY 0,CIVIL ENGINEERS <br /> Seismic <br /> Site Soil Class: D-Default(see Section 11.4.3) <br /> Results: <br /> Ss : 1.345 SD1 : N/A <br /> Si : 0.477 TL : 6 <br /> Fa : 1.2 PGA : 0.58 <br /> F„ : N/A PGA M : 0.696 <br /> SMs : 1.614 FPGA : 1.2 <br /> SMt : N/A I. : 1 <br /> SOS : 1.076 C„ : 1.369 <br /> Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. <br /> Data Accessed: Mon Jun 05 2023 <br /> Date Source: USGS Seismic Design Maps <br /> --1.076 MORE CONSERVATIVE THAN 0.897 SHOWN IN <br /> GEOTECHNICAL REPORT. THIS DESIGN WILL USE 1.076 <br /> it <br /> 1.2 MORE CONSERVATIVE THAN 1.0 SHOWN IN <br /> GEOTECHNICAL REPORT. THIS DESIGN WILL USE 1.2 <br /> httos://asce7hazardtool.online/ Page 2 of 3 Mon Jun 05 2023 <br />