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O1 LVl LU I v ,.,.,...y. ....r......... .... .......... <br /> !d ZEE USGS Design Maps Summary Report <br /> User-Specified Input <br /> Report Title Tiger Lines <br /> Mon lune 20,2016 14:43:49 UTC <br /> Building Code Reference Document 2012 International Building Code <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 38.14130N, 121.2563°W <br /> Site Soil Classification Site Class D - "Stiff Soil" <br /> Risk Category I/II/III <br /> II �n(;rlilllrr� .. <br /> I Lad' <br /> 1:rilrf• `S�Ihi•1 I II <br /> �iRl�c <br /> iV.fldH I ICI�1 <br /> USGS-Provided Output <br /> SS = 0.721 g SMS = 0.882 g SDS = 0,588 g <br /> S, = 0.294 g SM1 = 0,533 g SDI = 0,355 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 NEHRK building code reference document, <br /> MCER Response Spectrum Design Response Spectrum <br /> 0..55 • <br /> 0.40 D.GO <br /> 0.91 0.54 <br /> 0,72 0.49 <br /> 0.63 0.42 <br /> Q� 0,54 Q� 0-36 <br /> f0 0,45 y 0,30 <br /> 0.36 D.24 <br /> 0.27 0.19- <br /> 0 0.12• <br /> 0.09 OAG <br /> 0,00 -� I F� D•00 -i { <br /> 0.00 0.20 0.40 0.GO 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0,40 0.60 0.90 1,00 1.20 1.40 1.GD 1.90 2.00 <br /> Period,T(sec) Period, T(sec) <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 substitute for technical subject-matter knowledge. <br /> http://ehp2-earthquake.wr,usgs.govidesignm aps/us/sum m ary.php7tem pl ate=mini mal&I atitude=38.1413&longitude=-121.2563&siteclass=3&riskcategory=0&editi... 1/1 <br />