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Design Maps Summary Report <br /> ( SGSdig Design Maps Summary Report <br /> User—Specified Input <br /> Report Title SEA DT Everett <br /> Building Code Reference Document 201.2/20.15 International Building Code <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 47.9999°N, 122.20748°W <br /> Site Soil Classification Site Class D - "Stiff Soil" <br /> Risk Category I/II/III <br /> - 4zv {y t_ { <br /> arysAill e - <br /> t � �> r <br /> S t lid i rett z <br /> tr � <br /> trit <br /> USGS—Provided Output <br /> SS = 1.281 g SMs = 1.281 g Sps = 0.854 g <br /> Si = 0.487 g SMi = 0.737 g SD, = 0.491 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 /> 0estgn Response Spectrum <br /> O <br /> MCER Resporse SSpectrumI is (LS <br /> I.57 <br /> ilea <br /> I; a0I <br /> Lae a72 <br /> a91 ars <br /> a;n a a. <br /> a C1GS tj a lb <br /> 72 <br /> 0.19 it Z. <br /> 1 ; a.ILI <br /> ais a00 <br /> a,33 <br /> owaW ati a.4] OW am 1.(0 (.<v t.O] 1CO 1:73 2tl) 0 07 a37 UW aG] ow.] L07 r.20 r.'✓J Lr7 1 07 30] <br /> r�F(IG9,f(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 /> 'J <br />