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resign lviaps summary ieepori 40 <br />21fiM, Design Maps Summary Report <br />User -Specified Input <br />Report Title S.J. Co. Hazardous Waste Facility <br />Sat November 14, 2015 18:44:19 UTC <br />Building Code Reference Document ASCE 7-10 Standard <br />(which utilizes USGS hazard data available in 2008) <br />Site Coordinates 37.88850N, 121.24330W <br />Site Soil Classification Site Class D - "Stiff Soil" <br />Risk Category I/II/III <br />2ml��_vwwn/.v. <br />saoom <br />L41 <br />mapquest <br />USGS-Provided Output <br />;/ontnn �• <br />J O A 0 UA I N <br />i Lalhrop <br />62015 MapQuest <br />�'�l"?nirlg6an Rd <br />JS <br />i N O R Te.M <br />P1ME RICA <br />,up 6 MapQuest <br />Ss = 0.918 g Sns = 1.040 g So, = 0.693 g <br />Ss = 0.336 g S" = 0.581 g SO, = 0.387 g <br />For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and <br />deterministic ground motions in the direction of maximum horizontal response, please return to the application and <br />select the "2009 NEHRP" building code reference document. <br />1.10 <br />0.55 <br />0,29 <br />0,71 <br />465 <br />a G 55 <br />au <br />0.33 <br />0.22 <br />0 11 <br />0.00 <br />C <br />MCE,t Response Spectrum <br />Period. T (sec) <br />0.30 <br />069 <br />0 SG <br />045 <br />Oi O l2 <br />035 <br />O 2e <br />0.21 <br />0.14 <br />007 <br />0.00 <br />0 <br />For PGA,,, Ti, C,s, and C„ values, please view the detailed report. <br />Design Response Spectrum <br />Period, T lsec) <br />http://ehp2-earthquake.wr.usgs.gov/designmaps/us/sunimary.php?template=minimal&lati... 11/14/2015 <br />