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9/16/2020 U.S.Seismic Design Maps <br /> S <br /> OSH PD <br /> 321 Spreckels Ave, Manteca, CA 95336, USA <br /> Latitude, Longitude: 37.7933092, -121.1986993 <br /> Lambdin St y� JE'Rancho Cir <br /> n PetSmart c <br /> Mikesell Ave o Serene Way <br /> Schadeck Si The Home Depot p w <br /> v <br /> tool CJS Social Security <br /> Marin St Administration <br /> r <br /> v <br /> Tr <br /> V7 R <br /> M9 <br /> a <br /> CL ro Delicato Family <br /> �Q Trinity St Vineyards Distribution... <br /> 'a American y <br /> ego- <br /> Modular stems <br /> 5 <br /> Go-gle y f Map data©2020 <br /> Date 9/16/2020,9:25:09 AM <br /> Design Code Reference Document ASCE7-16 <br /> Risk Category III <br /> Site Class D-Default(See Section 11.4.3) <br /> Type Value Description <br /> SS 0.765 MCER ground motion.(for 0.2 second period) <br /> S, 0.292 MCER ground motion.(for 1.Os period) <br /> SMS 0.918 Site-modified spectral acceleration value <br /> SMi null-See Section 11.4.8 Site-modified spectral acceleration value <br /> SDS 0.612 Numeric seismic design value at 0.2 second SA <br /> SDI null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br /> Type Value Description <br /> SDC null-See Section 11.4.8 Seismic design category <br /> Fa 1.2 Site amplification factor at 0.2 second <br /> Fv null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.319 MCEG peak ground acceleration <br /> FPGA 1.281 Site amplification factor at PGA <br /> PGAM 0.409 Site modified peak ground acceleration <br /> T, 8 Long-period transition period in seconds <br /> SsRT 0.765 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 0.808 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SO 1.5 Factored deterministic acceleration value.(0.2 second) <br /> S1 RT 0.292 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1 UH 0.307 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> SID 0.6 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> CRS 0.947 Mapped value of the risk coefficient at short periods <br /> CR1 0.951 Mapped value of the risk coefficient at a period of 1 s <br /> https:Hseismicmaps.org 1/2 <br />