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MRU S GSDesign Maps Summary Report <br /> User-Specified Input <br /> Building Code Reference Document 2012/2015 International Building Code <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 47.956420N, 122.2366OW <br /> Site Soil Classification Site Class D-"Stiff Soil" <br /> Risk Category I/II/III <br /> 1�•M� 'J�11�� <br /> r ail Lake' Stevens <br /> r � <br /> NAVA, <br /> sTArK ,4E ver ett <br /> EVEPE <br /> .Mukil <br /> p r <br /> cOAi�OoAr <br /> t'. <br /> 111 R. F .. - <br /> USGS-Provided Output <br /> Ss = 1.402 g S,s = 1.402 g Sos = 0.934 g <br /> S1 = 0.532 g SMl = 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 0.80 <br /> 1.05 0.70 <br /> 0.90 O.GO <br /> H 0.75 H 0.50 <br /> 0.GO 0.40 <br /> 0.45 0.30 <br /> r\ <br /> 0.30 0.20 <br /> 0.15 0.10 <br /> 0.00 0.00 <br /> 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.GO 1.80 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.GO 1.60 2.00 <br /> Period,T(sec) Period,T(sec) <br /> Although this infoi nialion is a product of the U.S.Geological Survey,we provide no warranty,expressed of implied,as to the <br /> accuracy of the data contained therein.This tool is not a substitute for technical subject-mallet knowledge. <br />