9918 18TH AVE W B 2025-01-30 - Laserfiche WebLink

SM/23,11:46 AM U.S.Seismic Design Maps OSH PD Benton Square Townhomes 100th St SW 8118th Ave W, Everett, WA 98204, USA Latitude, Longitude: 47.9074356, -122.2579556 t �d y4) 9 AD Systems Al Auto Detailing Diamond Shine House Cleaning Stitch kn it 10 100th St`SW 100th St SW Aurora Plastics 0�d � & Packaging4? tia� CD Goc gle Pet Coach to the Rescue 9 Map data 02023 Date 5/30/2023.11.45:45 AM Design Code Reference Document ASCE7-16 Risk Category 11 Site Class D-Stiff Sol Type Value Description Ss 1.392 MCER ground motion.(for 0.2 second period) S1 0.495 MCER ground motion.(for 1.Os period) SMs 1.392 Site-modified spectral acceleration value SMI null-See Section 11.4.8 Site-modified spectral acceleration value SDs 0.928 Numeric seismic design value at 0.2 second SA SDI null See Section IIA.8 Numeric seismic design value at 1.0 second SA ......_ .. Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1 Site amplification factor at 02 second Fv null-See Section 11.4.E Site amplification factor at 1.0 second PGA 0.601 MCFG peak ground acceleration FpGA 1.1 Site amplification factor at PGA PGAM 0.661 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.392 Probabilistic risk targeted ground motion.(0.2 second) SsUH 1.547 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SO 3.981 Factored deterministic acceleration value.(0.2 second) S1 RT 0.495 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.552 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. SID 1.651 Factored deterministic acceleration value.(1.0 second) PGAd 1.338 Factored deterministic acceleration value_(Peak Ground Acceleration) PGAuH 0.601 Uniform-hazard(2%probability of exceedance in 50 years)Peak Ground Acceleration https://www.seismicmaps.org 'CIA.