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OSH PD <br /> Lodi Honda <br /> 1700 s Cherokee Ln, Lodi,CA 95240, USA <br /> Latitude,Longitude:38.1125042,-121.2595046 <br /> Valley Ave <br /> 3 <br /> X <br /> v <br /> Barrington Way 0 ro <br /> CO <br /> o Lodi Hondal 0 <br /> < CLb <br /> ro 0 w <br /> C7 m <br /> M <br /> Parkwest Casino Lodi <br /> Go gle Map data x02022 <br /> Dote 6=022,3:04:04 PM <br /> Design Code Reference Document ASCET-16 <br /> Risk Category III <br /> Sth Gus D-Default(See Section 13.4.3) <br /> Type Valm Dmullpflen <br /> SS 0.812 MCER ground motion.(for 0.2 second period) <br /> Sc 0256 MCER ground motlon.(for 1.0s perbd) <br /> Sus 0.802 Sft,nodified spectral acceleration value <br /> Sul null See Section 11.4.8 Site-modbad spectral acceleration value <br /> S" 0.535 Numeric selsmlo design vacs at 0.2*K*W SA <br /> Sol null See Section 11.4.8 Numeric seismic design value of 1.0 ascend SA <br /> Type Value Desorption <br /> SDC null See SeUbn 11.4.5 Sefsmle design category <br /> Fa 1.311 Site amplification factor at 0.2 wooed <br /> Fv null Sea Sec ion 11.4.8 Site amplification iacla,at 1.0 second <br /> PGA 0.256 MCEG peak gnound acceleration <br /> Fpc 1.344 Sita ampll8gtfon factor at PGP. <br /> PGA, 0.344 Site nrodAW peak ground sco6mation <br /> TL 12 Lontj-pwr d transition period in aeconde <br /> WTI` 0.612 Probabillstic dsk2argeted ground nlatfun.(0-21rBOonal) <br /> SsUH 0.642 Factored unto-4narard(2%probaHNty of erceodsnce In 50 years)spectral acceleration <br /> S50 1.5 Factored demrrunlsdc aocelerallon value.(0.2 moond) <br /> S1RT 0,256 ProbaNlsdc dsk-targeted ground meson.(1.0 second) <br /> SIUH 0.269 Factored uniforrr>-hazard(2%probetiity ofmccaedenca in 50 years)spectral acceleration. <br /> SID 0.6 Factored detenninestic accelerator,valva.(1.0 second) <br /> PGAd 0.5 Factored deterministic aoralerabon vakre.(Peak Ground Acceleration) <br /> CRS 0.953 Mapped value of Ura risk coefficient at short periods <br /> CRI C.95 Mapped value of the risk coelfdent ala period of 1 a <br />