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8f23/22, Vzt4 PM <br />U.S. Seismic Design Maps <br />Sage - Harbors Edge <br />3618 W Mukilteo Blvd, Everett, WA 98203, USA <br />Latitude, Longitude: 47.9518053,-122.2825648 <br />Soundview <br />Deli & Grocery <br />e° B,vd Cn <br />Edgewater <br />Park v <br />�eOl <br />M4k��t Chris Hopkins Illustration �., <br />Po <br />G gi`Ace Haven �Ave <br />Date 8/23/2022, 1:43:54 PM <br />Design Code Reference Document ASCE7-16 <br />Risk Category II <br />Site Class D - Stiff Soil <br />OS; 1 P D <br />W Muk�\�eO Bova <br />Type <br />Value <br />Description <br />Ss <br />1.383 <br />MCER ground motion. (for 0.2 second period) <br />S, <br />0.491 <br />MCER ground motion. (for 1.0s period) <br />SMS <br />1.383 <br />Site -modified spectral acceleration value <br />SMi <br />null -See Section 11.4.8 <br />Site -modified spectral acceleration value <br />SDs <br />0.922 <br />Numeric seismic design value at 0.2 second SA <br />SDI <br />null -See Section 11.4.8 <br />Numeric seismic design value at 1.0 second SA <br />Type <br />Value <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 />Fv <br />null -See Section 11.4.8 <br />Site amplification factor at 1.0 second <br />PGA <br />0.597 <br />MCER peak ground acceleration <br />FpGA <br />1.1 <br />Site amplification factor at PGA <br />PGA, <br />0.657 <br />Site modified peak ground acceleration <br />T, <br />6 <br />Long -period transition period in seconds <br />SsRT <br />1.383 <br />Probabilistic risk -targeted ground motion. (0.2 second) <br />SsUH <br />1.538 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD <br />3.994 <br />Factored deterministic acceleration value. (0.2 second) <br />S1 RT <br />0.491 <br />Probabilistic risk -targeted ground motion. (1.0 second) <br />S1 UH <br />0.548 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />S1D <br />1.645 <br />Factored deterministic acceleration value. (1.0 second) <br />PGAd <br />1.336 <br />Factored deterministic acceleration value. (Peak Ground Acceleration) <br />PGAOH <br />0.597 <br />Uniform -hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration <br />https://www.seismicmaps.org <br />C+ <br />C� <br />0 <br />0 <br />v <br />Map data 02022 <br />011— <br />am <br />