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exceedance in 50 years) <br />S1 D 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 />