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6/20/20.16 Design Maps Summary Report <br /> !USGS Design Maps Summary Report 21'J <br /> User-Specified Input l <br /> Report Title Tiger Lines <br /> Mon June 20,2016 14:43:49 UTC <br /> gilding 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 /> .r Lath Airpr+ � - <br /> t*&*1Drd u r <br /> S�l1iJ ��4r11 q:1.�r � I <br /> ly <br /> USGS-Provided Output <br /> SS = 0.721 g SMS = 0.882 g SDS = 0.588 g <br /> S1 = 0.294 g SMI = 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 NEHRV building code reference document. <br /> MCEit Response Spectrum Design Response Spectrum <br /> G.99 <br /> 0.90 - 0.60 <br /> 0.81 0.54 <br /> 0.72 0.48 <br /> 0.63 . 0.42 <br /> G[ 0.54 Ch 0.36 <br /> M 0.45 0.30 <br /> 0.3'6 0.24 <br /> 0.27 0.1& <br /> 0.19 0.12-- <br /> 0.09.- a.GG <br /> 0.00 <br /> 0.00 <br /> 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1,80 22.00 0.00 0.20 0.40 0.50 0.80 1.00 1.20 1.40 1.&0 1.80 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 /> curacy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. <br /> http://ehp2-earthquake.wr.usgs.gov/designmaps/us/sum m ary.php?tem plate=m i ni m al&latitude=38.1413&1 ongitude=-1 21.2563&sitecl ass=3&riskcategory=0&editi... 1!1 <br />