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USGS <br /> Design Maps Summary Report <br /> User-Specified Input <br /> Report Title Stark Residence Addition <br /> Fri December 5,2014 2.2:09:24 UTC <br /> Building Code Reference Document 2012 International Building Code <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 47.95958°N, 122.24737°W <br /> Site Soil Classification Site Class D - "Stiff Soil" <br /> Risk Category I/II/III <br /> I Smi Lake <br /> 5000m <br /> POSSESSION 1/ <br /> SOUND <br /> Ih <br /> S25 Everett o <br /> (;) <br /> I NORTH <br /> 526 ly AMEHICA <br /> Ti;sRAY <br /> DMukiltaa ` , <br /> o n3 uBSt J 2014 P @ MapQuest <br /> USGS-Provided Output <br /> SS = 1.412 g SMS = 1.412 g SDS = 0.942 g <br /> S1 = 0.537 g SM1 = 0.805 g SD1 = 0.537 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 /> NICER Response Spectrum Design Response Spectrum <br /> 1.55 1.10 <br /> 1.50 1.00 <br /> 1.35 0.90 <br /> 1.20 0.20 <br /> 1.05 0.70 <br /> V 0.90 IT 0.50 <br /> fa 0.75 0.50 <br /> 0.50 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 0.50 0.90 1.00 1.20 1.40 1.50 1.80 2.00 0.00 0.20 0.40 0.50 0.30 1.00 1.20 1.40 1.50 1.20 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 />