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5/30/23,11:46 AM U-S_Seismic Design Maps <br /> OS PD <br /> Benton Square Townhomes <br /> 100th St SW 8l 18th Ave W, Everett, WA 98204, USA <br /> Latitude, Longitude: 47.9074356, -122.2579556 <br /> dy0 <br /> AD Systems Al Auto Detailing ot Diamond Shine <br /> House Cleaning <br /> N Stitchknit 19 a 100th St SW 100th St Sw <br /> ¢- Aurora Plastics o �a <br /> < & Packaging aye <br /> lo <br /> CD <br /> Goo gle 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 it <br /> Site Class D-Stiff Sol <br /> Type Value Description <br /> SS 1.392 MCER ground motion.(for 0.2 second period) <br /> S1 0.495 MCER ground motion.(for 1.0s period) <br /> Sprs 1.392 Site-modified spectral acceleration value <br /> SM1 null-See Section 11 AS Site-modified spectral acceleration value <br /> SDg 0.928 Numeric seismic design value at 0.2 second SA <br /> SD1 null-See Section 11s1.8 Numeric seismic design value at 1.0 second SA <br /> _ ..._ .._...---- --._. ._.... _ .__...._ ......._._.._.__..__....__..._.._..._..._._._...__._..-.-..._._....................._...__..........-......_... --..._.__..................._....---... _---------...__. <br /> Type Value Description <br /> SDC null-See Section 11.4.8 Seismic design category <br /> Fa 1 Site amplification factor at 02 second <br /> Fy null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.601 MCEG peak ground acceleration <br /> FpGA 1.1 Site amplification factor at PGA <br /> PGAM 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 /> S1 UH 0.552 Factored uniform-hazard(21%probability of exceedance in 60 years)spectral acceleration. <br /> S1 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 /> https://www.seismiemaps.org `2 <br />