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• <br />"'IL <br />3/11/2016 Design Maps Summary Report <br />Ewa USGS Design Maps Summary Report <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 />, A i O!"gE ver_ett <br />Mukilteo <br />Monroe' <br />Lynrnw,Vod 7 <br />Edin _onds <br />USGS-Provided Output <br />SS = 1.415 g Sti,s = 1.415 g Sos = 0.944 g <br />S1 = 0.544 g Sht1 = 0.707 g SDI = 0,471 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 />MCEa Response Spectrum <br />1.65 <br />1.50 <br />I.35 <br />1.20 <br />1.05 <br />.0 <br />� 0.90 <br />rM 0.75 <br />0.60 <br />0.55 <br />0.30 <br />0.1s <br />0.00 <br />0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 2.00 <br />Period, T (sec) <br />Design Response Spectrum <br />1.10 <br />1.00 <br />0.90 <br />0.20 <br />0.70 <br />.-. <br />Cr 0.60 <br />V <br />(n 0.50 <br />0.4D <br />0.30 <br />0.20 <br />0.10 <br />0.00 <br />0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.90 1.20 2.00 <br />Period, T (set) <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://ehp 1-earthquake.er.usgs.gov/desi gnm aps/us/sum m ary. php?tem pl ate= m i N m aW ati tude=47.902006&1 ongi tude=-122.206307&s i ted ass= 2&r i skcategory= 0... 1 /1 <br />