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1/3/22, 2:54 PM ATC Hazards by Location <br />OTC Hazards by Location <br />Search Information l/ <br />Address: 2930 Wetmore Ave, Everett, WA 98201, USA <br />Coordinates: 47.9781464,-122.207586 <br />Wh,d <br />Elevation: 133 it tsl <br />Timestamp: 2022-01-03T22:54:09.013Z — - -- - - © - - - - OkunuS <br />Hazard Type: Seismic Nali <br />Reference Document: ASCE7-16 Red°toad~� <br />Go 9ie Seattle Map data 02022 Google <br />Risk Category: II <br />Site Class: D-default <br />Basic Parameters <br />Name Value Description <br />SS 1.245 MCER ground motion (period=0.23) <br />St 0.442 MCEn ground motion (period=l.Os) <br />SMS 1.494 Site -modified spectral acceleration value <br />Stitt ' null Site -modified spectral acceleration value <br />SDS 0.996 Numeric seismic design value at 0.2s SA <br />SDt ' null Numeric seismic design value at 1.0s SA <br />' See Section 11.4.8 <br />-Additional Information <br />Name <br />Value <br />Description <br />SDC <br />' null <br />Seismic design category <br />Fa <br />1.2 <br />Site amplification factor at 0.2s <br />Fv <br />' null <br />Site amplification factor at 1.Os <br />CRS <br />0.904 <br />Coefficient of risk (0.2s) <br />CRt <br />0.894 <br />Coefficient of risk (1.0s) <br />PGA <br />0.535 <br />MCEG peak ground acceleration <br />FPGA <br />1.2 <br />Site amplification factor at PGA <br />PGAM <br />0.642 <br />Site modified peak ground acceleration <br />TL <br />6 <br />Long -period transition period (a) <br />SsRT <br />1.245 <br />Probabilistic risk -targeted ground motion (0.2s) <br />SSUH <br />1.377 <br />Factored uniform -hazard spectral acceleration (2 % probability of <br />exceedance in 50 years) <br />SsD <br />3.488 <br />Factored detemtinistic acceleration value (0.2s) <br />S1 RT <br />0.442 <br />Probabilistic risk -targeted ground motion (1.0s) <br />S1 UH <br />0.494 <br />Factored uniform -hazard spectral acceleration (2 % probability of <br />exceedance in 50 years) <br />S1 D <br />1.34 <br />Factored deterministic acceleration value (1.0s) <br />PGAd <br />1.157 <br />Factored deterministic acceleration value (PGA) <br />See Section <br />11.4.8 <br />The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any <br />output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. <br />Disclaimer <br />Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services <br />While the information presented on this websits is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented <br />in the report should not be used or relied upon for any specific application without competent examination and verification of its 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 knowledge in the field of <br />practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this "baits. Users of the information from <br />this "baits assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval <br />and interpretation for the building site described by latitude/longitude location in the report. <br />J <br />https://hazards.atcouncil.org/#/seismic?lat=47.9781464&Ing=-122.207586&address=2930 Wetmore Ave%2C Everett%2C WA 98201%2C USA 1/1 <br />