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exceedance in 50 years) <br /> S1D 0.6 Factored deterministic acceleration value(1.0s) <br /> PGAd 0.5 Factored deterministic acceleration value(PGA) <br /> *See Section 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. <br /> Users should confirm any 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 website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its <br /> accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its <br /> accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound <br /> judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such <br /> professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising <br /> 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 and <br /> interpretation for the building site described by latitude/longitude location in the report. <br />