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5/30123, 11:46 AM <br />U-S_ Seismic Design Maps <br />Benton Square Townhomes <br />100th St SW 8l 18th Ave W, Everett, WA 98204, USA <br />Latitude, Longitude: 47.9074356,-122.2579556 <br />19 AD Systems <br />Stitchknit 19 <br />N <br />Go :: gle <br />Date <br />Design Code Reference Document <br />Risk Category <br />Site Class <br />A <br />dy0 <br />Al Auto Detailing <br />lot Diamond Shine <br />House Cleaning 19 <br />100th St Sw <br />k <br />d* {k <br />0 <br />a <br />Pet Coach to the Rescue 19 <br />I <br />5/30/2023. 11:45.45 AM <br />ASCE7-16 <br />it <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 />S1 <br />0.495 <br />MCER ground motion. (for 1.0s period) <br />Sprs <br />1.392 <br />Site -modified spectral acceleration value <br />SM1 <br />null -See Section 11 A.8 <br />Site -modified spectral acceleration value <br />SDg <br />0.928 <br />Numeric seismic design value at 0.2 second SA <br />SD1 <br />null -See Section 11A.8 <br />Numeric seismic design value at 1.0 second SA <br />_ ..._ <br />Type <br />.._...------._.._.... _ .__...._ <br />Value <br />......._._.._.__..__.... __... _.._..._..._._._...__._..-.-..._._...... ..............._...__........ ..-......_... --..._.__._................ _....----. _-------- -...__. <br />Description <br />SDC <br />null -See Section 11.4.8 <br />Seismic design category <br />Fa <br />1 <br />Site amplification factor at 0.2 second <br />F„ <br />null -See Section 11.4.8 <br />Site amplification factor at 1.0 second <br />PGA <br />0.601 <br />MCEG peak ground acceleration <br />FpGA <br />1.1 <br />Site amplification factor at PGA <br />PGAM <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 />S1 UH <br />0.552 <br />Factored uniform -hazard (21% probability of exceedance in 60 years) spectral acceleration. <br />S1 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 />https://www.seismicmaps.org <br />`2 <br />