Laserfiche WebLink
3/26/2020 • U.S.Seismic Design Maps <br /> ��weeps OSHPD <br /> IS SEA= <br /> CALIFORNIA <br /> 9009 W Mall Dr, Everett, WA 98208, USA <br /> Latitude, Longitude: 47.9158154, -122.2163723 <br /> Rdr <br /> CD <br /> v1 <br /> rn <br /> v Huntington Park <br /> 91stPlSE <br /> 99 <br /> GoSt 92nd St SE Walmart Supercenter <br /> g Map data©2020 <br /> Date 3/26/2020,1:29:20 AM <br /> Design Code Reference Document ASCE7-10 <br /> Risk Category !! <br /> I Site Class D-Stiff Soil <br /> Type Value Description <br /> SS 1.411 MCER ground motion.(for 0.2 second period) <br /> Si 0.542 MCER ground motion.(for 1.0s period) <br /> SMS 1.411 Site-modified spectral acceleration value <br /> SM1 0.812 Site-modified spectral acceleration value <br /> SDS 0.941 Numeric seismic design value at 0.2 second SA <br /> SD1 0.542 Numeric seismic design value at 1.0 second SA <br /> j Type Value Description <br /> SDC D Seismic design category <br /> Fa 1 Site amplification factor at 0.2 second <br /> F„ 1.5 Site amplification factor at 1.0 second <br /> PGA 0.598 MCEG peak ground acceleration <br /> FPGA 1 Site amplification factor at PGA <br /> PGAM 0.598 Site modified peak ground acceleration <br /> TL 6 Long-period transition period in seconds <br /> SsRT 1.411 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.537 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.2 Factored deterministic acceleration value.(0.2 second) <br /> S1RT 0.542 Probabilistic risk-targeted ground motion.(1.0 second) <br /> Si UH 0.596 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1D 1.262 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.232 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> CRS 0.918 Mapped value of the risk coefficient at short periods <br /> CR1 0.908 Mapped value of the risk coefficient at a period of 1 s <br /> https://seismicmaps.org 1/2 <br />