Laserfiche WebLink
5130/23,11:46 AM U.S.Seismic Design Maps <br /> OSH PD <br /> Benton Square Townhomes <br /> 100th St SW $ 18th Ave W, Everett, WA 98204, USA <br /> Latitude, Longitude: 47.9074356, -122.2579556 <br /> �r <br /> AD Systems Al Auto Detailing Diamond Shine <br /> House Cleaning <br /> 0 <br /> Sytitchknit 100th StiSW <br /> 100th St SW <br /> o rD Aurora Plastics od�o�a aka <br /> ro & Packaginglp <br /> Goc_,g[e Pet Coach to the Rescue 19Map data 02023 <br /> Date 5/30/2023,11.45:45 AM <br /> Design Code Reference Document ASCE7-16 <br /> Risk Category 11 <br /> Site Class D-Stiff Soil <br /> Type Value Description <br /> Ss 1.392 MCER ground motion.(for 0.2 second period) <br /> S, OA95 MCER ground motion.(for 1.0s period) <br /> SMS 1.392 Site-modified spectral acceleration value <br /> SM1 null-See Secton 11 A.8 Site-modified spectral acceleration value <br /> so, 0.928 Numeric seismic design value at 0.2 second SA <br /> Sot null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br /> _...............__ - -- _.. ._.._. __....._.. _ _._ �._..._._._......_._....... ...._...._......._....... .__._.............. .......... ..._._..._.............._._. <br /> Type Value Description <br /> SDC null-See Section 11A.8 Seismic design category <br /> Fe 1 Site amplification factor at 0.2 second <br /> Fv nub-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.601 MCER peak ground acceleration <br /> FpGA 1.1 Site amplification factor at PGA <br /> PGA, 0.661 Site modified peak ground acceleration <br /> TL 6 Long-period transition period in seconds <br /> SsRT 1.392 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.547 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.981 Factored deterministic acceleration value.(0.2 second) <br /> S1RT 0.495 Probabilistic risk-targeted ground motion.(1.0 second) <br /> SiUH 0.552 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S 1 D 1.651 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.338 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> PGAUH 0.601 Uniform-hazard(2%probability of exceedance in 50 years)Peak Ground Acceleration <br /> hftps:/Avww.seismicmaps.org C •2 <br />