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Design Maps Summary Report http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summary.php?templa... <br />ZUSGS Design Maps Summary Report <br />User-Specified Input <br />Report Title seismic <br />Fri March 28, 2014 18:54:54 UTC <br />Building Code Reference Document ASCE 7-10 Standard <br />(which utilizes USGS hazard data available in 2008) <br />Site Coordinates 33.7163°N, 117.88751°W <br />Site Soil Classification Site Class D - "Stiff Soil" <br />Risk Category I/II/III <br />. P _. -l 2 Garden :,t_. 0- -- 17-1 - limlom " ·- ,--ive -2-1LL <br />' <br />)al Beach Nkit -o,kiyar Rity <br />1„ 1 H,untingt,on - J <br />91 Beach : <br />i 4 mapquest h.' .. <br />.1 <br />4 <br />LA.77e.SMO; <br />t <br />An Relpci <br />i T 1:17 - - 1 <br />1.9,7. b :. 3.1 <br />MERICA <br />®M#Quert <br />USGS-Provided Output <br />S=1.508 g S = <br />S MS <br />Irvil <br />tita Mesa - <br /> ®2014 I %4 <br />508 g S = 1.005 g <br />DS <br />S=0.558 g S = 0.836 g S = 0.558 g <br />1 Ml Dl <br />For information on how the SS and Sl 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,t Response Spectrum Design Response Spectrum <br />1.7G- <br />1.GO-1.10- <br />1.44- 0.93 - <br />0.08 - <br />1.12-l 0.77 - <br />01 0. GG -Z <br />m 0. eD 11 0.55 <br />0.64 -0.44 <br />0.48 -0.33 - <br />0.32 -0.22 - <br />0.16-0.11- <br />o.oclillittl 0.00 It 1 1 1 1 <br />0.00 0.20 0.40 0-GO 0.00 1.00 1.20 1.40 1.GO 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.GO 1.80 2.00 <br />Period, T (sec)Period, T (sec) <br />For PGA T.C , and CR1 values, please MinJLkthe_detailed--[egad.M L RS <br />Although this information is a produd of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of <br />1 of 2 3/28/2014 11:54'AM