Laserfiche WebLink
5/10/2018 Design Maps Summary Report <br /> GS Design Maps Summary Report <br /> iftg <br /> User—Specified Input <br /> Building Code Reference Document 2012/2015 International Building Code <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 47.98263°N, 122.17986°W <br /> Site Soil Classification Site Class D — "Stiff Soil" <br /> Risk Category I/II/III <br /> Marysville <br /> • <br /> Lake <br /> Stevens <br /> NAVAL <br /> STAnoNsEggett <br /> EVERETT <br /> jvlukilteo <br /> •COAIhP?5' <br /> USGS—Provided Output <br /> SS = 1.271 g SMS = 1.271 g Sos = 0.847 g <br /> S1 = 0.484 g SM1 = 0.733 g SD1 = 0.489 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 /> NICER Response Spectrum Design Response Spectrum <br /> 14, <br /> x1 <br /> 1.4 <br /> 74 <br /> ..n niu <br /> UU ,u <br /> .1 ,.._l. ./4I1 11(01 11241 11.1 131 IL. Ir., I%. 21.1 ,u. 10. 114/1 0.1 I.3. 14.. If.. 1N. 2... <br /> Period,T Isec) Period,T Isecl <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 /> Seismic Design Category = "the more severe design category in accordance with <br /> Table 1613.3.5(1) or 1613.3.5(2)" = D <br /> haps://earthquake.usgs.gov/cn 1/designmaps/us/summary.php?template=minimal&latitude=47.98263499417163&longitude=-122.17986044916069&siteclass=3&riskc <br />