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10/10/2023 Christopher Post Frame Buillding B2308-045 <br /> OSH PD <br /> 4807 Wilmington Ave, Everett, WA 98203, USA <br /> Latitude, Longitude: 47.9533904, -122.2113379 <br /> Les Schwab'Tire Center . <br /> D The Kushery Everett <br /> Ever Wa <br /> m 9reer� Y 1 ;: Etrima:Yuie Park. <br /> _. • <br /> Mike <br /> �„- <br /> nUj <br /> 2. <br /> } _ <br /> < . 44 C : : QEC. <br /> Lz <br /> C oogle Map data 02023 <br /> ,r <br /> Date 7119/2023,3:55:53 PM <br /> Design Code Reference Document ASCE7-16 <br /> Risk Category II <br /> }Site Class D-Default(See Section 11A.5) <br /> _......_... -..-- - _.._. . <br /> Type Value Description <br /> Ss i 291 MCER ground motion.(for 0.2 second period) i <br /> ' St 0,45T — MCER ground motion.(for 1.0s period) <br /> $Nis 1.549 Site-modified spectral acceleration value <br /> t <br /> SM1 null-See Section 11.4.8 Site-modified spectral acceleration value i <br /> SDS 1.033 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 /> i Type Value Description j <br /> I SDC null-Soo Section 11.4.8 Seismic design category <br /> i 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 0.556 MCE r,peak ground acceleration <br /> i <br /> FPGA 1.2 Site amplification factor at PGA i <br /> PGAM 0.667 Site modified peak ground acceleration <br /> i <br /> Tt 6 Long-period transition period In seconds <br /> SsRT 1.291 Probabilistic risk-targeted ground motion.(0.2 second) <br /> i SsUH 1.43 Factored uniformataxard(2`ya probability ofexceedance In 50 years)spectral acceleration <br /> S 1 <br /> SsD 3.855 Factored deterministic acceleration value.(0.2 second) i <br /> i <br /> i SiRT 0.457 Probabilistic risk-targeted <br /> rge ground motion.(1.0 second) <br /> S1UH 0.511 Factored uniform-hazard(2%probability of exceedance in ti0 years)spectral acceleration. <br /> I SID 1.518 Factored deterministic acceleration valuo.(1.0 second) <br /> PGAd 1.257 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> PGAUn 0.556 Un€form-hazard(2%probabilty of exceedance In 50 years)Peak Ground Acceleration` City of Everett Permit Review, <br /> I CRS 0,903 Mapped value of the risk coefficient of short portods EtttjT Status:Approved <br /> ` 1 10/11/2023 11:50:19 AM <br /> i <br /> Cni I3 of 16 Mapped value Barrie Kenning,Plans Examiner,,,,, I <br /> E <br />