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200 W MARINE VIEW DR ON TRAC LOGISTICS 2025-09-16
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200 W MARINE VIEW DR ON TRAC LOGISTICS 2025-09-16
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9/16/2025 8:53:18 AM
Creation date
5/30/2025 2:26:43 PM
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Address Document
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W MARINE VIEW DR
Street Number
200
Tenant Name
ON TRAC LOGISTICS
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8/5/22,3:47 PM U.S.Seismic Design Maps S_15 <br /> SEAR OSHPD <br /> CAUFOANIA <br /> 200 W Marine View Dr, Everett, WA 98201, USA <br /> Latitude, Longitude: 48.0156813, -122.2082662 <br /> • <br /> Sysco Everett Yard �¢, <br /> m� <br /> ;� Legion Park <br /> Baywood Nature Trail <br /> f, <br /> 2nd St <br /> 529 Snohomish County <br /> Dahlia Society Map data©2022 <br /> Date 8/5/2022,3:47:07 PM <br /> Design Code Reference Document ASCE7-16 <br /> Risk Category ii <br /> Site Class D-Stiff Soil <br /> Type Value Description <br /> SS 1.192 MCER ground motion.(for 0.2 second period) <br /> Si 0.424 MCER ground motion.(for 1.0s period) <br /> SMS 1.22 Site-modified spectral acceleration value <br /> SM1 ou -Sestia - 0.79 5 Site-modified spectral acceleration value <br /> SOS 0.813 Numeric seismic design value at 0.2 second SA <br /> I SD1 null—gee-8feetien-44,44 D,C 3 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 1.023 Site amplification factor at 0.2 second <br /> Fv null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.51 MCEG peak ground acceleration <br /> FPGA 1.1 Site amplification factor at PGA <br /> PGAM 0.561 Site modified peak ground acceleration <br /> TL 6 Long-period transition period in seconds <br /> SsRT 1.192 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.315 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> } SsD 2.917 Factored deterministic acceleration value.(0.2 second) <br /> S1 RT 0.424 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1UH 0.475 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1D 1.094 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 0.995 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> PGAUH 0.51 Uniform-hazard(2%probability of exceedance In 50 years)Peak Ground Acceleration <br /> CRS 0.906 Mapped value of the risk coefficient at short periods <br /> https://www.seismicmaps.org 1/3 <br />
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