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TL 6 Long-period transition period (s) <br /> SsRT 1.329 Probabilistic risk-targeted ground motion (0.2s) <br /> SsUH 1.474 Factored uniform-hazard spectral acceleration (2% probability of <br /> exceedance in 50 years) <br /> SsD 3.933 Factored deterministic acceleration value(0.2s) <br /> S1 RT 0.471 Probabilistic risk-targeted ground motion (1.0s) <br /> S1 UH 0.525 Factored uniform-hazard spectral acceleration (2% probability of <br /> exceedance in 50 years) <br /> S1 D 1.592 Factored deterministic acceleration value(1.0s) <br /> PGAd 1.302 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 <br /> code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before <br /> 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 <br /> or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without <br /> competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does <br /> not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge <br /> in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the <br /> report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of <br /> this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the <br /> building site described by latitude/longitude location in the report. <br /> Page 4 of 52 <br />