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8/23/2016 Design Maps Summary Report <br /> iU= Design 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 47.961710N, 122.21077°W <br /> Site Soil Classification Site Class D -"Stiff Soil" <br /> Risk Category I/II/III <br /> !�Marysville <br /> ,Lake Stevens <br /> J: <br /> 5 i A s 10 R*E'M !mtt <br /> .Mukiltleo I - <br /> WV <br /> gal <br /> USGS-Provided Output <br /> SS = 1.353 g SMS = 1.353 g SDs = 0.902 g <br /> S1 = 0.514 g SMI = 0.771 g SDI = 0.514 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 /> 1.10 <br /> 1.40 1.00 <br /> 1.26 0.90 <br /> 1.120.80 <br /> 0.98 0.70 <br /> T 0.84 T 0.60 <br /> LM0.70 0.50 <br /> 0.56F11 0.40 <br /> 0.42 0.30 <br /> 0.28 0.20 <br /> 0.14 0.10 <br /> 0.00 0.00 <br /> 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 O.GO 0.80 1.00 1.20 1.40 1.60 1.80 2.00 <br /> Period, T(sec) Period, T(sec) <br /> Although this information is a product ofthe 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.gov/designmaps/us/sum mary.php?tem plate=m i nim al&latitude=47.961707790824164&longitude=-122.21077070832736&siteclas... 1/1 <br />