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WEU Design Maps Summary Report <br /> User-Specified Input <br /> Building Code Reference Document 2012/2015 International Building Code <br /> (which Utlll7es USGS hazard data available in 2008) <br /> Site Coordinates 47.956420N, 122.2366°W <br /> Site Soil Classification Site Class D -"Stiff Soil" <br /> Risk Category I/II/III <br /> *Lark Stevens . 'w <br /> NAVAL <br /> STAFK114.E_verett <br /> iii `` ^' <br /> JMUHAl <br /> �- <br /> S�tJ►;:�J!Sht <br /> USGS-Provided Output <br /> Ss = 1.402 g S1A5 = 1.402 g S's = 0.934 g <br /> Sl = 0.532 g S,,11 = 0.799 g Sol = 0.532 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 /> 1.65 1.10 <br /> 1.50 1.00 <br /> 1.35 0.90 <br /> 1.20 0.20 <br /> 1.05 0.7'0 <br /> ET 0.90 Or 0.6U <br /> 0.75 {A 0.50 <br /> 0.60 0.40 <br /> 0.45 0.30 <br /> 0.30 1 0.20 <br /> 0.15 0.10 <br /> 0.000.00 <br /> 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.1'0 1.60 1.80 2.00 0.00 0.20 0.40 0.0 0.80 1.00 1.20 1.40 1.60 1.80 2.00 <br /> Period,T(sec) Period,T(sec) <br /> Although this info!malion is a producL of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the <br /> accuracy of the data contained therein.This fool is not a substitute for technical Subject-matter knowledge. <br />