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2/13/23, 12:16 PM <br /> mean Sellinghan North <br /> i o Cascades T <br /> A This is a beta release of the new ATC Hazen Sidney `Jali^n:l?ark <br /> Mal ama <br /> 8 The ATC Hazards by Location website wil _ •'L <br /> l�Z Sedro-Woolley - <br /> QTC Hazards by Location Victoria Mt V <br /> o emon <br /> Winthrop., Twisp _ <br /> OOttOak Harbor Q Okanogan, <br /> Search Information a <br /> Address: 2300 Merrill Creek Pkwy,Everett.WA 98203,USA l Port Angeles <br /> Segwm 506ft MI. 3• •• •.sr <br /> Coordinates: 47.9406059,-122.2639729 M,svdle B-FA Mh almie, Brewster <br /> whidber rett, `NBilO�f1 . Si k <br /> Elevation: 5061t ir--1 island - <br /> `... 0 Manson=Chelan • <br /> Timestamp: 2023-02-13T20:14:29235Z Olympic <br /> Hazard Type: Seismic rtional Park <br /> Reference Document: ASCE7-16 Go. le - Leavenworth V <br /> 9- Seattle oRedmond <br /> O_ Map data 02023 Google Reports map error <br /> Risk Category: II Renton Cashmere <br /> Olympic - o r 7 Snoqualmie Wenatchee <br /> Site Class: D-default National Forest Pass Sea <br /> Ephr <br /> Basic Parametersf Tacoma Quincy <br /> Puyallup Shelton 1 +C1e Elum <br /> 7 <br /> Name Value Description FI George <br /> Olympia <br /> SS 1.371 MCER ground motion(period=0.2s) <br /> SI 0.487 MCER ground motion(period=l.Os) <br /> SMS 1.646 Site-modified spectral acceleration value <br /> SM1 'null Site-modified spectral acceleration value <br /> SOS 1.097 Numeric seismic design value at 0.2s SA <br /> SDI 'null Numeric seismic design value at 1.Os SA <br /> See Section 11.4.8 <br /> Additional Information <br /> Name Value Description <br /> soc 'null Seismic design category <br /> Fa 1.2 Site amplification factor at 02s <br /> Fv 'null Site amplification factor at 1.Os <br /> CRS 0.9 Coefficient of risk(0.2s) <br /> CRI 0.896 Coefficient of risk(1.0s) <br /> PGA 0.592 MCEG peak ground acceleration <br /> FpGA 1.2 Site amplification factor at PGA <br /> PGAM 0.71 Site modified peak ground acceleration <br /> TL 6 Long-period transition period(s) <br /> SsRT 1.371 Probabilistic risk-targeted ground motion(0.2s) <br /> SsUH 1.524 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> SsD 3.995 Factored deterministic acceleration value(02s) <br /> Si RT 0.487 Probabilistic risk-targeted ground motion(1.0s) <br /> S1UH 0.543 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> SID 1.643 Factored deterministic acceleration value(1.0s) <br /> PGAd 1.333 Factored deterministic acceleration value(PGA) <br /> See Section 11.4.8 <br /> The results indicated here DO NOT reflect any State orlocal 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 /> Page 7 <br /> https://hazards.atcouncil.org/#/seismic?lat=47.9406059&ing=-122.2639729&address=2300 Merrill Creek Pkwy%2C Everett%2C WA 98203%2C USA 1/1 <br />