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5/12/22,12:24 PM ATC Hazards by Location <br /> TL 6 Long-period transition period(s) <br /> SsRT 1.192 Probabilistic risk-targeted ground motion(0.2s) <br /> SsUH 1.315 Factored uniform-hazard spectral acceleration (2%probability of <br /> exceedance in 50 years) <br /> SsD 2.917 Factored deterministic acceleration value(0.2s) <br /> S1RT 0.424 Probabilistic risk-targeted ground motion(1.0s) <br /> S1 UH 0.475 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> S1D 1.094 Factored deterministic acceleration value(1.0s) <br /> PGAd 0.995 Factored deterministic acceleration value(PGA) <br /> * See Section 11.4.8 <br /> The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building <br /> code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before <br /> proceeding with design. <br /> Disclaimer <br /> Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. <br /> While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility <br /> or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without <br /> competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does <br /> not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge <br /> in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the <br /> report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of <br /> this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the <br /> building site described by latitude/longitude location in the report. <br /> https://hazards.atcouncil.org/#/seismic?lat=48.0156813&Ing=-122.2082662&address=200 W Marine View Dr%2C Everett%2C WA 98201%2C USA 2/2 <br />