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ATC Hazards by Location <br /> A This is a neta release of the new Al C Hazards nv .°cation sebsite.Please contact us with Feedback <br /> 0 The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. <br /> CCTCHazards by Location <br /> Search Information <br /> •CRT GaRDNEv <br /> ® Forest Park <br /> Address: 5010 DOVER ST EVERETT 98203 316 ft © 9 <br /> Coordinates: 47.9515837,-122.2530803 <br /> k' I wed I <br /> Elevation: 316 ft tir <br /> v <br /> Timestamp: 2023-02-20T10:21:02.586Z Mukilte0 c5; <br /> Hazard Type: Seismic •o° ro-^_FWRSr aevEit <br /> Ruse <br /> Reference Document ASCE7-16 Go- <br /> Risk Category: ll <br /> Site Class: D-default <br /> Basic Parameters <br /> Name Value Description <br /> Ss 1.351 MCER ground motion(period=0.2s) <br /> Si 0.479 MCER ground motion(period=l.0s) <br /> SMs 1.621 Site-modified spectral acceleration value <br /> SM1 'null Site-modified spectral acceleration value <br /> SDS 1.081 Numeric seismic design value at 0.2s SA <br /> Sal 'null Numeric seismic design value at 1.Os 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.Os <br /> CRs 0.9 Coefficient of risk(0.2s) <br /> CR1 0.896 Coefficient of risk(1.Os) <br /> PGA 0.583 MCEG peak ground acceleration <br /> FPGA 1.2 Site amplification factor at PGA <br /> PGAM 0.699 Site modified peak ground acceleration <br /> TL 6 Long-period transition period(s) <br /> SsRT 1.351 Probabilistic risk-targeted ground motion(0.2s) <br /> SsUH 1.501 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> SsD 3.992 Factored deterministic acceleration value(0.2s) <br /> S1 RT 0.479 Probabilistic risk-targeted ground motion(1.Os) <br /> S1 UH 0.534 Factored uniform-hazard spectral acceleration(2%probability of <br /> exceedance in 50 years) <br /> S1 D 1.629 Factored deterministic acceleration value(1.0s) <br /> PGAd 1.324 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 time 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 /> 1/2 <br /> Page 19 of 63 <br />