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of LUl LU I O ........y. •...,........,f .... ...,,._.. <br /> aQ <br /> USGS Design Maps Summary Report <br /> User-Specified Input <br /> Report Title Tiger Lines <br /> Mon June 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 /> 1 <br /> 4' <br /> l ntke/urd '= <br /> Lod <br /> s� <br /> N161)I Odd <br /> Thal:1lf '{Cn1{jJ.), . <br /> AI I r a� <br /> •- I <br /> i I +Lfll� <br /> rfSA+'h C F qr,i;t+,k r-,a . <br /> USGS-Provided Output <br /> SS = 0.72.1 g SMS = 0.882 g Sos = 0,588 g <br /> S, = 0.294 g SMI = 0.533 g Sol = 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 NEHRP" building code reference document. <br /> MCER Response Spectrum Design Response Spectrum <br /> 0.95 <br /> 090 O.bO <br /> 0.91 0.54 <br /> 0.72• 0.42 <br /> 0.63 0.42 <br /> M 0,54- <br /> 0 <br /> C .36 <br /> � 0.45 N 0.30 <br /> 0.36 0.2d <br /> F\ �� <br /> 027 0.19 <br /> 0.13 0.12 <br /> 0,05 0.06 <br /> 0,00 0.00 <br /> 0.60 0.20 0 40 0.iO 0.90 1.00 1.26 1,40 1.60 1.90 2.00 0,00 0,20 0.40 0.60 0.90 1,00 1.20 1.40 1.0 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 /> htip:Uehp2-earthquakemr.usgs.gov/designmaps/us/sum m ary.php7tem 0 ate=mi ni m al&latitude=38.1413&longitude=-121.2563&sitecIass=3&riskcategory=0&editi... 1/1 <br />