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ATC Hazards by Location • https://hazards.atc,il.org/#/seismic?Iat=47.9397739&Ing=-122.2006... <br /> Search Information n cn'd <br /> Grarr:c ails ;�erlot <br /> Address: 2323 Lexington Ave,Everett,WA 98203, USA F.Aarvnville S2 <br /> .ndale sis, 341 ft cip <br /> Coordinates: 47.9397739,-122.2006565 = Whidbey <br /> Island Et <br /> Elevation: 341 ft L <br /> Ludlo: Snohomish <br /> Timestamp: 2020-04-14T15:59:32.651Z <br /> Hazard Type: Seismic t j Monroe Gold E <br /> Lynrwood (5,Z2). l 1 <br /> 1.=1Reference ASCE7-10 Go le <br /> 9 anthr•II Map Report a map error <br /> Document: <br /> Risk Category: II <br /> Site Class: D <br /> MCER Horizontal Response Spectrum Design Horizontal Response Spectrum <br /> Sa(g) Sa(g) <br /> 1.20 0.80 <br /> 1.00 <br /> 0.60 <br /> 0.80 <br /> 0.60 0.40 <br /> 0.40 <br /> 0.20 <br /> 0.20 <br /> 0.00 0.00 <br /> 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) <br /> Basic Parameters <br /> Name Value Description <br /> Ss 1.369 MCER ground motion(period=0.2s) <br /> Si 0.521 MCER ground motion(period=l.0s) <br /> SMs 1.369 Site-modified spectral acceleration value <br /> SMl 0.782 Site-modified spectral acceleration value <br /> Spg 0.913 Numeric seismic design value at 0.2s SA <br /> Spi 0.521 Numeric seismic design value at 1.0s SA <br /> ',Additional Information <br /> Name Value Description <br /> SDC D Seismic design category <br /> Fa 1 Site amplification factor at 0.2s <br /> J <br /> F, 1.5 Site amplification factor at 1.0s <br /> CRg 0.924 Coefficient of risk(0.2s) <br /> CR1 0.916 Coefficient of risk(1.0s) 3 <br /> PGA 0.575 MCEG peak ground acceleration <br /> 2 of 2 4/14/2020,8:59 AM <br />