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6/2012016 Design Maps Summary Report <br /> US GS Design Maps Summary Report le) <br /> User-Specified Input <br /> Report Title Tiger Lines <br /> Mon June 20,2016 16:18:48 UTC <br /> Building Code Reference Document ASCE 7-10 Standard <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 38.1413°N, 121.2563°W <br /> Site Soil Classification Site Class D - "Stiff Soil" <br /> Risk Category I/II/III <br /> 0 <br /> USGS-Provided Output <br /> SS = 0.721 g SMS = 0.882 g SDS = 0,588 g <br /> SI = 0.294 g SMi = 0.533 g SDI = 0.355 g <br /> For information on how the S5 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 /> MCEft Response Spectrum Design Response Spectrum <br /> 0,99 <br /> • <br /> 0.90 _ #1.60 <br /> 0.91 4.S4 <br /> 0.72 0,49 <br /> 0.63-' 0.42 <br /> Qr 0.54 - 01 0.36 <br /> 0.45 0.30 <br /> 0.36 0.24 <br /> 0.27 • ~1 0.18 <br /> 0.10 0.12 <br /> 0.09 0.06 <br /> 0.00 0.00 <br /> 0.00 0.20 0,40 0.60 0.80 1.00 1.20 1,40 1-60 1,90 2-00 0,00 o.2o 0.40 0.60 0.90 1.00 1.2.0 1,40 1.90 1,60 2,00 <br /> Period, T(sec) Period, T(sec) <br /> For PGA,, T, Ck,, and Cal values, please view the detailed report, <br /> Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the <br /> accuracy of the data contained therein.'This tool is not a substltute for technical subject-matter knowledge. <br /> http://ehp2-earthquake.wr,usgs.gov/designmapshis/sum m ary.php?templ ata=mini mal&l atitude=38.1413&l ongitude=-121.2563&siteclass=3&riskcategory=0&edi ti,-. 111 <br />