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Design Maps Summary Report Page 1 of 2 <br /> ILISGS Design Maps Summary Report <br /> User-Specified Input <br /> Report Title Everett Boeing <br /> Mon June 29, 2015 15:45:49 UTC <br /> Building Code Reference Document ASCE 7-10 Standard <br /> (which utiiizes USGS hazard data available in 2008) <br /> Site Coordinates 47.922°N, 122.28°W <br /> Site Soil Classification Site Class D - "Stiff Soil" <br /> Risk Category I/II/III <br /> 1'2tIni Clinton <br /> I r 5000m <br /> gverett <br /> 9 <br /> I 1 hilt o <br /> c ,Sr <br /> 0 <br /> 526 Sn+ <br /> 527 A IVI ER ICA <br /> L <br /> s � <br /> mapquest 42015(Nap ` Som ata 4201 SPIthi 4 MapQuest <br /> USGS-Provided Output <br /> S5 = 1.447 g SMS = 1.447 g S°S = 0.965 g <br /> Si = 0.562 g SMS = 0.843 g S°1 = 0.562 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 /> 1.65 1.10 <br /> 1.50 1.00 <br /> 1.35 0.50 <br /> 1.20 0.00 <br /> 1.05 0.70 <br /> Cn 0.50ro Cr 0.60 <br /> 4.',+5 r to 0.50 I <br /> 0.00 0.40 <br /> 0.45 - 0.20 <br /> 0.30 0.20 <br /> 0.15 0.10 <br /> 0.00 0.00 <br /> 0.00 0.20 0.44 0.00 ri 1.40 1.00 1.80 2.00 <br /> Peeriod,, T(sec) 0.00 0.20 0.4.0 0.00 0.20 1.04 1.20 1.40 1.00 1.80 2.00 <br /> TPeriod, T(sec) <br /> For PGA,,,T,, C,,, and CH, values, please view the detailed report. <br /> http://ehp2-earthquake.wr.usgs.goy/designmaps/us/summary.php?template=minimal&lath... 6/29/2015 <br />