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9914 18TH AVE W B 2025-07-30
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9914 18TH AVE W B 2025-07-30
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Last modified
7/30/2025 11:20:44 AM
Creation date
1/23/2025 11:32:58 AM
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Address Document
Street Name
18TH AVE W
Street Number
9914
Unit
B
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5130/23,11:46 AM U.S.Seismic Design Maps <br /> OSHPD <br /> Benton Square Townhomes <br /> 100th St SW & 18th Ave W, Everett, WA 98204, USA <br /> Latitude, Longitude: 47.9074356, -122.2679556 <br /> i Ok0 <br /> Al Auto Detailing <br /> AD Systems Diamond Shine <br /> 10 House Cleaning <br /> 100 <br /> Stitchknit th St SW 100th St SW <br /> a <br /> a Aurora Plastics Olr�� �aQ' <br /> { & Packaging <br /> dy hoc <br /> Google Pet Coach to the Rescue scue 19 (Nap data 02023 <br /> Data 513012023,11:45:45 AM <br /> Design Code Reference Document ASCE7-16 <br /> Risk Category ll <br /> Site Class D-Stiff Soil <br /> Type Value Description <br /> SS 1.392 MCER ground motion.(for 0,2 second period) <br /> S1 0.495 MCER ground motion.(for 1.09 period) <br /> SMS 1.392 Site-modified spectral acceleration value <br /> SM1 null-See Section 11.4.8 Site-modified spectral acceleration value <br /> SDS 0.928 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 Site amplification factor at 0.2 second <br /> Fy null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.601 MCEQ peak ground acceleration <br /> FPQA 1.1 Site amplification factor at PGA <br /> i <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 1.647 Factored uniform-hazard(2%probability of exceedanoe in 60 years)spectral acceleration <br /> SsD 3.901 Factored deterministic acceleration value.(0.2 second) <br /> S1RT 0.495 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1UH 0.552 Factored uniform-hazard(2%probability of exceedance In 50 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 /> PGAOH 0,601 Uniform-hazard(2%probability of exceedence In 50 years)Peak Ground Acceleration <br /> https://www.soismiGmaps.org <br />
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