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I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />t <br />I <br />I <br />I <br />I <br />t <br />I <br />I <br />t <br />6t5t2018 Design Maps Summary Report <br />Church Our Savior <br />Tue June 5, 2018 21:15i17 UTC <br />ASCE 7-10 Standard <br />(whrch utilizes USGS hazard data avarlable rn 2008) <br />33.70280N, 117.89640W <br />Site Class D - "Stiff Soil" <br />tl\/ilr <br />A <br />ZTEGS Design Maps Summary Report <br />User-Specified Input <br />Report Title <br />Building Code Reference Document <br />Site Coordinates <br />Site Soil Classification <br />Risk Category <br />h <br />USGS-Provided Output <br />' . Lrgrrlawoodt.frr.!.Jo <br />For e5t <br />For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and <br />deterministic ground motaons in Ure directbn of maximum horfzontal response, please return to the application and <br />select the "2009 NEHRP" building code reference document. <br />I\lCEr Rcsponsc .S poclru Dr Drs tsrr R€sponsc sp(tl rxnr <br />S, = 1' 532 g <br />S,= 0 568 I <br />S*. = 1.532 I <br />Sr, = 0 852 I <br />Sos = L.021 I <br />Sor = 0.568 I <br />or PGAH, TL, CRs, ano Ce, values, please ligjIqllgBijel$refl <br />Allhough th,s rniormatron rs a product of the U.S. Geologrcal Survey. we prov,de no \.rarrantv, erpressed or rnrpled, a5 to thr <br />t <br />'j j:r: <br />https://prodo1-earthquake.cr.usgs.gov/designmapJus/summary.php?lemplate=mrnimalElatitude=33.7028&longitude=-'117.8964&siteclass=3&riskcal€gor=0&editi <br />t* <br />Grrdcn 6rovc <br />'wcrtminrtcr <br />'oran9" <br />SantaAna. Tqptin}K -. i.,, vr|\i <br />To.ntarn g,n.y .,.;li'li,t1' <br />)-'a-e :rr " <br />.Hun hngton Be.(h lrvin4 <br />C-orte ll err. <br />N"wport 8".?h \ <br />t