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5130/23, 11:46 AM U.S. Seismic Design Maps <br />Benton Square Townhomes <br />100th St SW $ 18th Ave W, Everett, WA 98204, USA <br />Latitude, Longitude: 47.9074356,-122.2579556 <br />9 AD Systems <br />Stitchknit q? <br />N <br />r <br />• <br />Date <br />Design Code Reference Document <br />Risk Category <br />Site Class <br />�r <br />Al Auto Detailing9, Diamond Shine <br />House Cleaning 19 <br />4 100th St1SW <br />dfo <br />�a <br />may <br />Pet Coach to the Rescue 19 <br />1 <br />5/30/2023, 11:45:45 AM <br />ASCE7-16 <br />11 <br />D - Stiff Soil <br />100th St SW <br />Map data 02023 <br />Type <br />Value <br />Description <br />SS <br />1.392 <br />MCER ground motion. (for 0.2 second period) <br />S, <br />OA95 <br />MCER ground motion. (for 1.0s period) <br />SMS <br />1.392 <br />Site -modified spectral acceleration value <br />SMi <br />null -See Secton 11 A.8 <br />Site -modified spectral acceleration value <br />Spg <br />0.928 <br />Numeric seismic design value at 0.2 second SA <br />Sot <br />null -See Section 11.4.8 <br />Numeric seismic design value at 1.0 second SA <br />Type <br />_..... .......... _ _ <br />Value <br />---.._..... _ _..._.._. __ ..... _.. _ _._ �._..._._._......_ ._.......__...._...._......._........__._.............. .......... ... _._.. . <br />Description <br />SDC <br />null -See Section 11A.8 <br />Seismic design category <br />Fe <br />1 <br />Site amplification factor at 0.2 second <br />Fv <br />nub -See Section 11.4.8 <br />Site amplification factor at 1.0 second <br />PGA <br />0.601 <br />MCER peak ground acceleration <br />FpGA <br />1.1 <br />Site amplification factor at PGA <br />PGA,,, <br />0.661 <br />Site modified peak ground acceleration <br />TL <br />6 <br />Long -period transition period in seconds <br />SsRT <br />1.392 <br />Probabilistic risk -targeted ground motion. (0.2 second) <br />SsUH <br />1.547 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD <br />3.981 <br />Factored deterministic acceleration value. (0.2 second) <br />S1RT <br />0.495 <br />Probabilistic risk -targeted ground motion. (1.0 second) <br />SiUH <br />0.552 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />S 1 D <br />1.651 <br />Factored deterministic acceleration value. (1.0 second) <br />PGAd <br />1.338 <br />Factored deterministic acceleration value. (Peak Ground Acceleration) <br />PGAUH <br />0.601 <br />Uniform- hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration <br />httpsl/www.seismicmaps.org C %.2 <br />