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2609 HOYT AVE 2025-09-30
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2609 HOYT AVE 2025-09-30
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Last modified
9/30/2025 8:49:03 AM
Creation date
9/16/2025 9:52:41 AM
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Address Document
Street Name
HOYT AVE
Street Number
2609
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A <br /> CiTc Hazards by Location <br /> Search Information <br /> Address: 2609 Hoyt Ave.Everett.WA 98201,USA <br /> or 130 ft <br /> , <br /> Coordinates: 47,9e28907.-122.2095376 soqL4i 1 rile <br /> Elevation: 130 ft <br /> Timestarri <br /> 20224W31 r73:2DA9,7 3Z try <br /> Hazard Type: Sai <br /> Reference Document: <br /> ASCEMS <br /> 0 Ole, <br /> Seattle Map data iW022G?D*trepan j <br /> 0 map wo, <br /> Risk Category: II <br /> Site Class: D-default <br /> Basic Parameters <br /> Name Value Description <br /> SS 1.24 MCEr,.ground motion(periodtr0.2s) <br /> 5i 0." MCEp ground motion(pariod-Ios) <br /> skis 1-489 Site-aladifiod spectral acceleration value <br /> SIM *nul Site-modified spectral acceleration value <br /> SOS 0.992 Numeric seismic design value at 0.2.SA <br /> Sol mill Numeric,sr:snic design slue at 1.09 SA <br /> Ste Srctmn 11.4.8 <br /> -Additional Information <br /> Name V.I.. Description <br /> SDC "null Seismic design ca[equory <br /> r. 1.2 Site amplification factor a*,02s <br /> F, *null Ste amplification factor at 1.40S <br /> CPS 0904 Coelficient or risk(0.2s) <br /> CR, 0.1194 Coefficient of risk(1.0s) <br /> PGA 0433 Ivi peak ground acceleration <br /> FaGA t.2 Site amptificallon facto at PGA <br /> PGAU 0.639 Site modified peak ground acceleration <br /> TL B Long-period transition period(s) <br /> ,is 1.SIT 1.24 Probabilistic risk-targeted ground mallicirt(0.2s) <br /> SSUH 1.3772 Facl—d uniforril-bazard spectra[acceleration(2%probability of <br /> ekoeedwice in So years) <br /> Sao 3.438 Factored 091amrinisfic acceleration value(0.2s) <br /> SIRT 0A4 PrebObilisfic risk-targeted ground motion(1.09) <br /> SIUH 0.493 Factored unikArm-hazard rpociral acceleration(29e-proaability of <br /> aneadance,-n 50 years) <br /> St 1.317 Factored d0tCrMi"MC acceleration value(11.0s) <br /> PGAd 1.1" Factored d0tirminisfic acceleration value(PGA) <br /> Sec.Section 1111.43 <br /> J 7.19 ritsitthl infirwilad hore.')O NO'rwfleeZ any stale locd wi&w.,rieM8 to fhq vRk;,1r Any deh* ;rior?Ar.&s made during 61.b buil&rrer 06d2 Vaers x1muld confkm any <br /> 'Wrii—rih—;his[wil.,TP 1ho 1-.41 AWIN.Vily �q n' %hi,'g, <br /> ykym.nol,Vial me W"Y" by Lourfiali obs,%,ivWoeg E,5 frizOOd tlsur,114 AS!,E Fild nut rimy <br /> Disclaimer <br /> Hazard leads are provided by the U.S.Geologiow Survey Seismic 0e,%W Web Services. <br /> While,the infaffrali—presented a.,this wobsitc.is believed to be correct,ATC and its sponsors and contributors assume MD responsibility or liability for its accuracy.The material prasonled <br /> in Jic report should net be used or relied upon for any spioCifii:application vitliout competent examination and verification of!,.a accuracy,Suitability and applicability by engineers or other <br /> licensed professionals.ATC,does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knoviledge in Ole Field of <br /> pmelice,nor to substitute for the standard at cam required of such professionals in interpreting and applying the results of the report provided by this wellAile.Users of the information Irom <br /> this wcWIc assume all liability arising from such use Use Of IKO output of this watisito do's not imply approval by the.2evcming building code bodies responsible for building code approval <br /> and interpretation for the building sfe described by latitude/longitude location in the report. <br /> 17 <br />....................... -------1-1.-..--....................... <br />
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