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1SA OSHPD <br /> E <br /> Armstrong Residence - Everett <br /> 4018 Grand Ave, Everett, WA 98201, USA <br /> Latitude, Longitude: 47.9638464, -122.21383939999998 <br /> I <br /> n <br /> hk.4iReC 84,,d <br /> v <br /> Go gie Map data©2019 Google <br /> Date 3/29/2019,8:19:43AM <br /> Design Code Reference Document ASCE7-10 <br /> Risk Category it <br /> Site Class D-Stiff Soil <br /> Type Value Description <br /> SS 1.354 MCER ground motion.(for 0.2 second period) <br /> Si 0.514 MCER ground motion.(for 1.0s period) <br /> SMS 1.354 Site-modified spectral acceleration value <br /> SMi 0.772 Site-modified spectral acceleration value <br /> SDS 0.903 Numeric seismic design value at 0.2 second SA <br /> SD1 0.514 Numeric seismic design value at 1.0 second SA <br /> 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 0.565 MCEG peak ground acceleration <br /> FPGA 1 Site amplification factor at PGA <br /> PGAM 0.565 Site modified peak ground acceleration <br /> TL 6 Long-period transition period in seconds <br /> SsRT 1 354 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1 459 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3 104 Factored deterministic acceleration value.(0 2 second) <br /> S1RT 0.514 Probabilistic risk-targeted ground motion.(1.0 second) <br /> Si UH 0.56 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1D 1.095 Factored deterministic acceleration value.(1.0 second) <br /> G�.2 <br />