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WCHazards by Location 3 <br /> Search Information p <br /> Address: 1920 Merrill Creek Pkwy,Everett,WA 98203.USA Port Angeles Se uim 52Z ft <br /> Q ovine <br /> ordinates: 47.9368201,-122.2573769 <br /> Whidbey ett <br /> ..ovation: 522It � Island � <br /> V <br /> Timestam p: 2022.0&10T20:00:37.905Z <br /> Z <br /> Hazard Type: Seismic � <br /> Seattle Redmond <br /> Reference Document: ASCE7-16 Go gl¢ <br /> ° <br /> Map data 02022 Google <br /> Risk Category: II <br /> Site Class: D <br /> Basic Parameters <br /> Name Value Description <br /> SS 1.369 MCER ground motion(pedod=0.2s) <br /> S1 0.486 MCER ground motion(pedod=1.0s) <br /> SMS 1.369 Site-modlfled spectral acceleratlon value <br /> SM1 'null Site-modlfled spectral acceleratlon value <br /> Sps 0.912 Numeric seismic design value at 0.2s SA <br /> SDl '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 /> Fa 1 Site amplification factor at 0.2s <br /> null Site amplification factor at 1.0s <br /> CRS 0.9 Coefficient of risk(0.2s) <br /> CR1 0.897 Coefficient of risk(1.0s) <br /> PGA 0,591 MCEG peak ground acceleration <br /> Fp;A 1.1 Site amplification factor at PGA <br /> PGAM 0.65 Site modified peak ground acceleration <br /> Tt 6 Long-period transition period(s) <br /> SsRT 1,369 Probabilistic risk-targeted ground motion(0.2s) <br /> SsUH 1.52 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> SSD 3.994 Factored deterministic acceleration value(0.2s) <br /> S1 RT 0.486 Probabilistic risk-targeted ground motion(1.0s) <br /> S1 UH 0.542 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance In 50 years) <br /> S1 D 1.641 Factored deterministic acceleration value(1.0s) <br /> PGAd 1.332 Factored detenninisiic 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 /> Disclaimer <br /> Hazard loads are provided by the U.S.Geological Survey Seismic Deslgn 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 /> -he 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 /> nsed 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 /> actice,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 latitudellongitude location in the report. <br />