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W,USGS Design Maps Summary Report <br /> User-Specified Input <br /> Report Title Lodi Honda <br /> Tue December 6,2016 04:27:42 UTC <br /> Building Code Reference Document ASCE 7-10 Standard <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 38.112470N, 121.259480W <br /> Site Soil Classification Site Class D-"Stiff Soil" <br /> Risk Category I/II/TTI <br /> 1Wb:151I <br /> r '1otkKford <br /> W lanai v. <br /> FW <br /> _� <br /> - , �i <br /> 16 <br /> -�gdl.,4-_ <br /> I <br /> IN 11 <br /> � f � - 1i11�I A F1Yi <br /> y 11d w <br /> 1;.11. <br /> � 4•.,c ,� •y r- 1 `fes <br /> I �.�,..1_. i.�_. _-,`L �'.I.:::1 tAl[.1:,. !L� I � - • _. <br /> USGS-Provided Output <br /> SS = 0.744 g SMS = 0.896 g SDs = 0.597 g F. = 1.205 <br /> SI = 0.299 g SMI = 0.539 g SDI = 0.359 g F„ = 1.802 <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 /> MCER Response Spectrum Design Response Spectrum <br /> 0.99 <br /> 0.90 O.GO <br /> 0.91 0.54 <br /> 0.7z0.49 <br /> 0.63 0.4z <br /> _a 0.54 D, 0.36 <br /> 0.45 {A 0.30 <br /> 0.36 0.24 <br /> 0.27 F0.19 <br /> D.19 0.12 <br /> 0.09 0.06 <br /> 0.00 0.00 <br /> 0.00 0.20 0.40 0.60 0,90 1.DO 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.0 0.90 1.00 1.20 1.40 1.60 1.90 Z00 <br /> Period T(sec) Period, T(sec) <br /> For PGAM,TL, 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,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 />