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• 8/22/20i.,7.,a,„„,,21 U.S.Seismic Design Maps <br /> OSH PD <br /> Carlos Tabarez Residence Deck Addition <br /> 7822 Beverly Ln, Everett,WA 98203, USA <br /> Latitude,Longitude:47.9268236,-122.2290684 <br /> •�(7:1' <br /> 0_ <br /> t� <br /> l� <br /> Evergr iddle School 9 �,� <br /> Lanna Thai© <br /> Clyde Revord Motors 9 <br /> I;Upper Ridge Cottages Barbara Ln <br /> 0 McDonald's® MOD Pizza <br /> C7o .gle o Map data©2021 <br /> Date 8/22/2021,7:23:05 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 1.349 MCER ground motion.(for 0.2 second period) <br /> Si 0.478 MCER ground motion.(for 1.0s period) <br /> SMs 1.619 Site-modified spectral acceleration value <br /> SM1 null-See Section 11.4.8 Site-modified spectral acceleration value <br /> SDS 1.079 Numeric seismic design value at 0.2 second SA <br /> SD1 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 /> Fv null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.582 MCED 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 in seconds <br /> SsRT 1.349 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.497 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.958 Factored deterministic acceleration value.(0.2 second) <br /> Si RT 0.478 Probabilistic risk-targeted ground motion.(1.0 second) <br /> Si UH 0.533 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1 D 1.617 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.316 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> CRS 0.901 Mapped value of the risk coefficient at short periods <br /> CR1 0.897 Mapped value of the risk coefficient at a period of 1 s <br /> X 15I23 <br /> https://seismicmaps.org 1/2 <br />