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3710 W MUKILTEO BLVD HARBORS EDGE TOWNHOMES 2025-08-14
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3710 W MUKILTEO BLVD HARBORS EDGE TOWNHOMES 2025-08-14
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Last modified
8/14/2025 9:04:25 AM
Creation date
8/14/2025 8:03:24 AM
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Address Document
Street Name
W MUKILTEO BLVD
Street Number
3710
Tenant Name
HARBORS EDGE TOWNHOMES
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r <br /> 8/23/22: 1:44 PM U.S.Seismic Design Maps <br /> 15,. ,,A.,,,A <br /> OSHPD <br /> Sage - Harbors Edge <br /> 3618 W Mukilteo Blvd, Everett, WA 98203, USA <br /> Latitude, Longitude: 47.9518053, -122.2825648 <br /> Soundview W uKt\''' °Bird <br /> Deli & Grocery <br /> \Auk.\\te°gw o <br /> \ Pik\DC <br /> co Edgewater c w <br /> Park v a <br /> C\`t6 � c`o s <br /> �k;�� y��w�`Z° Chris Hopkins Illustration' \ g <br /> M <br /> eO[n `� v <br /> d <br /> a . Ace HavenQ. a Map data©2022 <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 /> Type Value Description <br /> Ss 1.383 MCER ground motion.(for 0.2 second period) <br /> Si 0.491 MCER ground motion.(for 1.0s period) <br /> SMS 1.383 Site-modified spectral acceleration value <br /> SMi null-See Section 11.4.8 Site-modified spectral acceleration value <br /> SIDS 0.922 Numeric seismic design value at 0.2 second SA <br /> Soi null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br /> Type Value Description <br /> SDC null-See Section 11.4.8 Seismic design category <br /> Fa 1 Site amplification factor at 0.2 second <br /> Fv null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.597 MCEG peak ground acceleration <br /> FPGA 1.1 Site amplification factor at PGA <br /> PGAM 0.657 Site modified peak ground acceleration <br /> Ti_ 6 Long-period transition period in seconds <br /> SERT 1.383 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.538 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.994 Factored deterministic acceleration value.(0.2 second) <br /> S1RT 0.491 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1UH 0.548 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1D 1.645 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.336 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> HUH 0.597 Uniform-hazard(2%probability of exceedance in 50 years)Peak Ground Acceleration <br /> https://www.seismicmaps.org Ski <br />
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