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, 10/11/22,,7:47 AM U.S.Seismic Design Maps <br /> OSH PD <br /> 9227 4th Ave W, Everett, WA 98204, USA <br /> Latitude, Longitude: 47.9138551, -122.2385804 <br /> N*, <br /> , I,'Ite Ig repair dave <br /> ' <br /> 91st Pi SW leon guerrero < Beverly s Auto Licensing <br /> m <br /> Top Tier Pawn ,1iir <br /> ,4. Drive Auto Sports <br /> JB Dry lr it <br /> . <br /> CRC Mobile :',iiC 93rd St SW 93rd St SW <br /> Marine Repair <br /> Canopy West <br /> Truck Accessories ''',"' -4'''' Alli Corn Motors <br /> Mukilteo School ''+' <br /> 1`: District Office .:)'• ,z, <br /> ...,.., <br /> 94th St sw kr <br /> N., Map data 02022 <br /> Date 10111/2022,7:46:54 AM <br /> Design Code Reference Document ASCE7-16 <br /> Risk Category II <br /> Site Class D-Default(See Section 11.4.3) <br /> Type Value Description <br /> SS 1.374 MCER ground motion.(for 0.2 second period) <br /> Si 0.488 MCER ground motion.(for 1.0s period) <br /> Sms 1.648 Site-modified spectral acceleration value <br /> SM1 null-See Section 11.4.8 Site-modified spectral acceleration value <br /> Sos 1.099 Numeric seismic design value at 0.2 second SA <br /> SDI null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br /> Type Value Description <br /> SDC null-See Section 11.4.8 Seismic design category <br /> Fa 1.2 Site amplification factor at 0.2 second <br /> Fy null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.593 MCEG peak ground acceleration <br /> FPGA 1.2 Site amplification factor at PGA <br /> PGAM 0.712 Site modified peak ground acceleration <br /> IL 6 Long-period transition period in seconds <br /> SsRT 1.374 Probablistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.525 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.973 Factored deterministic acceleration value.(0.2 second) <br /> SIR i 0.488 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1UH 0.543 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1 D 1.641 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.331 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> PGAUH 0.593 Uniform-hazard(2%probability of exceedance in 50 years)Peak Ground Acceleration <br /> CRS 0.901 Mapped value of the risk coefficient at short periods <br /> CR1 0.898 Mapped value of the risk coefficient at a period of 1 s <br /> Cm 1.375 Vertical coefficient <br /> https://www.seismicmaps.org / - 1/2 <br />