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USGS Design Maps Summary Report <br />User-Specified Input <br />Building Code Reference Document ASCE 7-10 Standard <br />(which utilizes USGS hazard data available in 2008) <br />Site Coordinates 33.72691°N, 117.8696°W <br />Site Soil Classification Site Class D - "Stiff Soil" <br />Risk Category I/II/III <br />84* . <br />P . 4 <br />1:14 Ailk - i. 3,-•i ·0.-ff-431:i.2-:7.----te;iowtow,rri T '314_i J orange ty 2-3,1%5&98¤£23Pill-,6.1 Garden.ove :j.,€49,6,-. . j .3 1- All <br />.Mil "0 -j=--41 -San ta Ant 2*rustin.4 .1 tt¥ E R, <br />. C,Et a <br />. M .-.,I'TE ']172*rl <br />29.tain Valley' sree•KtmEN>,9. <br />- I T . 1\ $ .il- Ii.-_ :,- =: . -9*e,1»-;COLZ·22&24&- *42-4 <br />untiriatorBeac <br />l ..:iliti.*- 1. 11 -2./ <br />b.. i.k <br />=Foon <br />4 lic f 2.74 <br />USGS-Provided Output <br />SS = 1.490 g SMS = 1.490 g St <br />Sl = 0.550 g SM1 = 0.824 g SI <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 />1 G5 - <br />1.50- <br />MCER Response Spectrum Design Response Spectrum <br />1.10- <br />1.00 - <br />1.35 0.,0- <br />- 1.20 0.90 - <br />1.05 0.70 - <br />01 0.50 -01 0- Go <br /> 0.75 1 1 0.50 <br />060- <br />045 -0.30 - <br />0.30 -0.20 - <br />0.15-0.10 - <br />0.00 lili Ill 1 1 1 0.00 It It I It 1 1 1 <br />0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.GO 1.80 2.00 0.00 0.20 0.40 0,GO 0.20 1.00 1.20 1.40 1.60 1.90 2.00 <br />Period, T (sec)Period, T (sec) <br />SEISMIC DESIGN PARAMETERS <br />PROPOSED G&M CONVENIENCE STORE #72 <br />SANTA ANA, CALIFORNIA <br />SOURCE U.S. GEOLOGICAL SURVEY (USGS) <br /><http.//geohazards usgs.gov/designmaps/us/application.php> <br />DRAWN: JL <br />CHKD: GKM <br />SCG PROJECT <br />16G123-1 <br />PLATE E-1 <br />V <br />,' SOUTHERN <br />CALIFORNIA <br />GEOTECHNICAL <br />,s = 0.994 9 <br />)1 -0.550 g