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1/4/2019 ATC Hazards by Location SDS 1.164 Numeric seismic design value at 0.2s SA SDS 0.577 Numeric seismic design value at I.Os SA Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s Fv 1.5 Site amplification factor at 1.0s PGA 0.697 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.697 Site modified peak ground acceleration TL 8 Long-period transition period(s) SsRT 1.746 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.893 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 2.29 Factored deterministic acceleration value(0.2s) S1 RT 0.577 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.609 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SID 0.776 Factored deterministic acceleration value(1.0s) PGAd 0.857 Factored deterministic acceleration value(PGA) 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 output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the United States Geological Survey elsis Desig eb Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or retied upon for any spec If application without competent exam Inatton and verification of its accuracy,suitability and appltcabiIIty by enginoers a other licensed professionals,ATC does not intend that the use or this information replace the sound judgment of such competent profe ssl anal s,having experience and knowledge In the field of pract lee,nor to substlIute far the standard of care required of such professionals in Interpreting and applying the results of the report provided by this website.Users of the information from this website assume all Ilability arising from such use.Use of the output of this website does not imply approval by the governing building code bodles responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?address=30703%20S%20MacArthur%20Dr%2C%20Tracy%2C°/a20CA%2095377%2C%20USA&tat=37,67594... 2/2