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12/21/2016 Design Maps Summary Report
<br /> Design Maps Summary
<br /> Report
<br /> User-Specified Input
<br /> Report Title 4201 Rucker Ave
<br /> Wed December
<br /> 21,2016.22:52:37 UTG
<br /> Building Code Reference Document ASCE 7-10 Standard
<br /> (which utilizes USES hazard data available in 2008)
<br /> Site Coordinates 47.9617°N, 122'.2103°W
<br /> Site Soil Classification Site Class D - "Stiff Soil"
<br /> Risk Category I/II/III tt
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<br /> USGS-Provided Output
<br /> 55 1"-*
<br /> 1353 g SMS = 1.353 g Sos = 0.902 g
<br /> S1 = 0.5148 SMI = 0.7718 SD1 = 0.5148
<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 /> MCE,1 Response Spectrum Design Response Spectrum
<br /> 1.10
<br /> 1.40 1.00
<br /> 1.26 0.90
<br /> 1.12 0.80
<br /> 0.98 0.70
<br /> di 0.04 f Ti 0.60
<br /> 0.70 a 0.90
<br /> 111
<br /> 0.96 0.40
<br /> ra
<br /> 0.42 0.30
<br /> 0.20 0.20
<br /> 0.14 0.10
<br /> 0.00 0.00
<br /> 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1:6Q 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 3.60 1.80 2•00
<br /> Period,T(sec) Period.T(sect
<br /> For PGAM,T�,CRs, and CRI values, please view the detailed report.
<br /> Although this information is a product of the U.S.Geological Survey,we provide no warranty, 0
<br /> 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 /> httpJ/earthquake.usgs.govJdesignrnapslus/summary.php?template=minimal&IaUtude=47.9617&longitude=-122.2103&siteclass=3&riskcategory=0&edi6on=asc... 1!1
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