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A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. <br /> 6 The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. <br /> 8TC Hazards by Location <br /> Search Information <br /> - o <br /> Address: 2930 Wetmore Ave,Everett,WA 98201,USA - <br /> nrt Ang«les Port Townsend' 193 ft <br /> Coordinates: 47.9781565,-122.2076252 <br /> Wh,dW <br /> Elevation: 133 It _ is:and <br /> Timestamp: 2024-08-20T19:07:50.021 Z Ed <br /> Hazard Type: Seismic <br /> Reference Document: ASCE7-16 Go gle r +tn ea <br /> Map^;Map data 02024 Google;Report a map error <br /> Risk Category: II <br /> Site Class: D-default <br /> Basic Parameters <br /> Name Value Description <br /> SS 1.245 NICER ground motion(period=0.2s) <br /> Si 0.442 MCER ground motion(period=1.0s) <br /> SMS 1.495 Site-modified spectral acceleration value <br /> SM1 *null Site-modified spectral acceleration value <br /> SDS 0.996 Numeric seismic design value at 0.2s SA <br /> SDI *null Numeric seismic design value at 1.0s SA <br /> *See Section 11.4.8 <br /> -Additional Information <br /> Name Value Description <br /> SDC *null Seismic design category <br /> Fe 1.2 Site amplification factor at 0.2s <br /> Fv *null Site amplification factor at 1.0s <br /> CRS 0.904 Coefficient of risk(0.2s) <br /> CRI 0.894 Coefficient of risk(1.0s) <br /> PGA 0.535 MCEG peak ground acceleration <br /> FPGA 1.2 Site amplification factor at PGA <br /> PGA, 0.642 Site modified peak ground acceleration <br /> TL 6 Long-period transition period(a) <br /> SsRT 1.245 Probabilistic risk-targeted ground motion(0.2s) <br /> SsUH 1.377 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> SsD 3.488 Factored deterministic acceleration value(0.2s) <br /> S1 RT 0.442 Probabilistic risk-targeted ground motion(1.0s) <br /> S1 UH 0.494 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> S1 D 1.34 Factored deterministic acceleration value(1.Os) <br /> PGAd 1.157 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 code adoption process.Users should confirm any <br /> output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. <br /> Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. <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 or liability for its accuracy.The material presented <br /> in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other <br /> licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of <br /> practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from <br /> this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval <br /> and interpretation for the building site described by latitude/longitude location in the report. <br />