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Page Design Maps Summary Reps • Pa g <br /> UsGs Design Maps Summary Report <br /> User-Specified Input <br /> Report Title Taylor <br /> Fri October 17, 2014 00:24:46 UTC <br /> Building Code Reference Document 2012 International Building Code <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 47.92°N, 122.22°W <br /> Site Soil Classification Site Class D - "Stiff Soil" <br /> Risk Category I/II/III <br /> .. <br /> I SOOOm � .�� .. <br /> 0 <br /> 526 <br /> C(!L+its 8.4Y °Snohomish <br /> °Mukilteo N R . H <br /> AM ERICA w� <br /> °Picnic Point 96 Si!' <br /> O r <br /> a_ake Stickney <br /> mapquest 1MiII Creek 020141 ', ®MapQuest <br /> USGS-Provided Output <br /> Ss = 1.412 g S„s = 1.412 g Sos = 0.941 g <br /> S, = 0.541 g S„, = 0.812 g Spy = 0.541 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 `^54 <br /> 1.20 0 80 <br /> 1.05 0.70 <br /> 0.20 IT 0 60 <br /> 0.75 fA 0 50 <br /> 0.60 0.40 <br /> 0.45 C 20 <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 CO 0 80 1 00 1.20 1 40 1 60 1.80 2.00 <br /> Period,T(sec) Period. T(sec) <br /> http://ehp4-earthquake.cr.usgs.gov/designmaps/us/sununary.php?template=minimal&latit... 10/16/2014 <br />