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I <br /> TC Hazards by Location <br /> 1 Search Information <br /> Address: 3015 9th St,Everett,WA 98201,USA <br /> 102 ft <br /> Coordinates:I 48.0063279,-122.189967 <br /> Elevation: 102 ft =: <br /> Timestamp: 2021-09-09T16:42:29.450Z <br /> Hazard Type: Seismic <br /> Reference Document: ASCE7-16 y 1 - Map data 002021 Google <br /> Risk Category: II <br /> ISite Class: D <br /> Basic Parameters <br /> Name Value Description <br /> IS5 1.184 MCER ground motion(period=0.2s) <br /> Si 0.421 MCER ground motion(period=1.os) <br /> I <br /> SM5 1.215 Site-modified spectral acceleration value <br /> SM1 'null Site-modified spectral acceleration value <br /> SOS 0.81 Numeric seismic design value at 0.2s SA <br /> ISp1 'null Numeric seismic design value at 1.05 SA <br /> *See Section 1 1.4.8 <br /> I ',Additional Information <br /> Name Value Description <br /> SDC 'null Seismic design category <br /> IF5 1.027 Site amplification factor at 0.2s <br /> F„ *null Site amplification factor at 1.0s <br /> CRs 0.907 Coefficient of risk(02s) <br /> ICR1 0.893 Coefficient of risk(1.0s) <br /> PGA 0.506 MCEG peak ground acceleration <br /> FpGq 1.1 Site amplification factor at PGA <br /> PGA 0.557 Site modified peak ground acceleration <br /> Ti_ 6 Long-period transition period(s) <br /> I SsRT 1.184 Probabilistic risk-targeted ground motion(02s) <br /> SsUH 1.305 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> I SsD 2.855 Factored deterministic acceleration value(0.2s) <br /> Si RT 0.421 Probabilistic risk-targeted ground motion(1.0s) <br /> Si UH 0.471 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> ISID 1.066 Factored deterministic acceleration value(1.0s) <br /> PGAd 0.982 Factored deterministic acceleration value(PGA) <br /> I "See Section 11.4.8 <br /> The results indicated here DO NOT reed 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 /> I 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 /> I 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.I 86 <br />