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3/11/2016 Design Maps Summary Report <br /> Mre USGS Design Maps Summary Report <br /> 11111%-- <br /> User-Specified Input <br /> Building Code Reference Document 2012 International Building Code <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 47.90201°N, 122.20631°W <br /> Site Soil Classification Site Class C - "Very Dense Soil and Soft Rock" <br /> Risk Category I/II/III <br /> PVAVAF <br /> STA 7+DICE v.erett <br /> J lukilteo <br /> h''i).WO.Vocq _4 <br /> 0.4!;PQRT <br /> L£ <br /> M onr o? <br /> Lynnwood ` <br /> Edmonds' <br /> USGS-Provided Output <br /> Ss = 1.415 g SMS = 1.415 g SDS = 0.944 g <br /> Si = 0.544 g SMl = 0.707 g Sol = 0.471 g <br /> For information on how the SS and Si 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 /> S 0.90 171 0.60 <br /> H 0.75 y 0.50 <br /> 0.60 0.40 <br /> 0.45 0.30 <br /> 0.30 0.20 <br /> 0.15 0.10 <br /> 0.00 0.00 <br /> 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 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 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 /> http://ehp1-earthquake.cr.usgs.gov/deli gnm aps/us/summary,php?templ ate=minimal&lati Iude=47.902006&t ongi lode=-122.206307&si leclass=2&riskcategory=0... 1/1 <br />