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4020 HOYT AVE 2025-10-06
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4020 HOYT AVE 2025-10-06
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Last modified
10/6/2025 8:05:06 AM
Creation date
9/15/2025 1:22:15 PM
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Address Document
Street Name
HOYT AVE
Street Number
4020
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USGS web services were down for some period of time and as a result this tool wasn't operational,resulting in timeout error.- <br /> USGS web services are now operational so this tool should work as expected. <br /> OSHPD <br /> Y� <br /> 4020 Hoyt Ave, Everett, WA 98201, USA <br /> Latitude, Longitude: 47.9638754, -122.2097055 <br /> 40th St 40th St <br /> 19"Umbrella Joan <br /> = Mc ald's <br /> QO <br /> GingerQ Rucker Tomb <br /> 41st St 41st St �Ivar's Seafood Bar <br /> IQ <br /> Safeway® `� <br /> Go gle D Sound Publishing, Inc <br /> Q Map data 02024 <br /> Date 7/18/2024,12:01:58 PM <br /> 'Design Code Reference Document ASCE7-16 <br /> Risk Category II <br /> 'Site Class D-Default(See Section 11.4.3) <br /> Type Value Description <br /> Ss 1.271 MCER ground motion.(for 0.2 second period) <br /> S1 0.451 MCER ground motion.(for 1.Os period) <br /> SMS 1.526 Site-modified spectral acceleration value <br /> SM1 null-See Section 11.4.8 Site-modified spectral acceleration value <br /> SDS 1.017 Numeric seismic design value at 0.2 second SA <br /> SD1 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 1.2 Site amplification factor at 0.2 second <br /> Fv null-See Section 11.4.8 Site amplification factor at 1.0 second <br /> PGA 0.547 MCEG peak ground acceleration <br /> FPGA 1.2 Site amplification factor at PGA <br /> PGAM 0.657 Site modified peak ground acceleration <br /> T, 6 Long-period transition period in seconds <br /> SsRT 1.271 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.407 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.704 Factored deterministic acceleration value.(0.2 second) <br /> S1 RT 0.451 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1 UH 0.504 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1 D 1.444 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.215 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> PGAUH 0.547 Uniform-hazard(2%probability of exceedance in 50 years)Peak Ground Acceleration <br /> CRS 0.903 Mapped value of the risk coefficient at short periods <br /> CR1 0.895 Mapped value of the risk coefficient at a period of 1 s <br /> Cv 1.354 Vertical coefficient <br />
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