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5130/23, 11:46 AM <br />U.S. Seismic Design Maps <br />Fe M <br />Benton Square Townhomes <br />100th St SW & 18th Ave W, Everett, WA 98204, USA <br />Latitude, Longitude: 47.9074356,-122.2679556 <br />Ok0 <br />i <br />AD Systems <br />r <br />Al Auto Detailing Diamond Shine <br />10 House Cleaning <br />Stitchknit 19 <br />100 th St SW 100th St SW <br />() <br />a Aurora Plastics OIr�� <br />a <br />{ & Packaging <br />�aQ' <br />Pet Coach to the Rescue scue 19 <br />Google <br />Map data <br />02023 <br />Data <br />513012023, 11:45:45 AM <br />Design Code Reference Document <br />ASCE7-16 <br />Risk Category <br />ll <br />Site Class <br />D - Stiff Soil <br />Type Value <br />Description <br />SS 1.392 <br />MCER ground motion. (for 0,2 second period) <br />S1 0.495 <br />MCER ground motion. (for 1.09 period) <br />SMS 1.392 <br />Site -modified spectral acceleration value <br />SM1 null -See Section 11.4.8 <br />Site -modified spectral acceleration value <br />SDS 0.928 <br />Numeric seismic design value at 0.2 second SA <br />SDI null -See Section 11.4.8 <br />Numeric seismic design value at 1.0 second SA <br />Type Value <br />Description <br />SDC null See Section 11.4.8 <br />Seismic design category <br />Fa 1 <br />Site amplification factor at 0.2 second <br />Fy null -See Section 11.4.8 <br />Site amplification factor at 1.0 second <br />PGA 0.601 <br />MCEQ peak ground acceleration <br />FPQA 1.1 <br />i <br />Site amplification factor at PGA <br />PGAM 0.661 <br />Site modified peak ground acceleration <br />TL 6 <br />Long -period transition period In seconds <br />SsRT 1.392 <br />Probabilistic risk -targeted ground motion. (0.2 second) <br />SsUH 1.647 <br />Factored uniform -hazard (2% probability of exceedanoe in 60 years) spectral acceleration <br />SsD 3.901 <br />Factored deterministic acceleration value. (0.2 second) <br />S1RT 0.495 <br />Probabilistic risk -targeted ground motion. (1.0 second) <br />S1UH 0.552 <br />Factored uniform -hazard (2% probability of exceedance In 50 years) spectral acceleration. <br />S1 D 1.651 <br />Factored deterministic acceleration value. (1.0 second) <br />PGAd 1.338 <br />Factored deterministic acceleration value. (Peak Ground Acceleration) <br />PGAOH 0,601 <br />Uniform -hazard (2% probab€iity of exceedence In 50 years) Peak Ground Acceleration <br />https://www.soismiGmaps.org <br />