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a <br /> SPD <br /> OCT 1 2 2021 <br /> LAPATSIN CITY OF EVERETT <br /> 6125 Sycamore PI, Everett, WA 98203, USA Permit Services <br /> Latitude, Longitude: 47.9428563, -122.2331296 <br /> Bropkridge PA,46 60 h Pi SE Co <br /> CD <br /> 9 futureinfoteche.com r— <br /> so .„ <br /> 0 <br /> 9 Montero carpenter cc <br /> o o b,st St SE <br /> Bedrock Dr E <br /> ro <br /> Q�/r19P e(vd03 Pecks Dr <br /> Sydney Ln <br /> Go 'qie z Map data©2021 <br /> Date 9/17/2021,4:34:15 PM <br /> Design Code Reference Document ASCE7-10 <br /> Risk Category II <br /> Site Class D-Stiff Soil <br /> Type Value Description <br /> SS 1.412 MCER ground motion.(for 0.2 second period) <br /> Si 0.538 MCER ground motion.(for 1.0s period) <br /> SMS 1.412 Site-modified spectral acceleration value <br /> SM1 0.806 Site-modified spectral acceleration value <br /> SDS 0.941 Numeric seismic design value at 0.2 second SA <br /> SD1 0.538 Numeric seismic design value at 1.0 second SA <br /> Type Value Description <br /> SDC D Seismic design category <br /> Fa 1 Site amplification factor at 0.2 second <br /> Fv 1.5 Site amplification factor at 1.0 second <br /> PGA 0.596 MCEG peak ground acceleration <br /> FPGA 1 Site amplification factor at PGA <br /> PGAM 0.596 Site modified peak ground acceleration <br /> IL 6 Long-period transition period in seconds <br /> SsRT 1.412 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.539 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.192 Factored deterministic acceleration value.(0.2 second) <br /> Si RT 0.538 Probabilistic risk-targeted ground motion.(1.0 second) <br /> Si UH 0.592 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> Si D 1.21 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.223 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> CRS 0.917 Mapped value of the risk coefficient at short periods <br />