3615 26TH ST 2025-11-07 - Laserfiche WebLink

TL 6 Long-peric, -ansition period(s) SsRT 1.207 Probabilistic risk-targeted ground motion (02s) SsUH 1.333 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 3.149 Factored deterministic acceleration value(02s) S1 RT 0.429 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.48 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1 D 1.193 Factored deterministic acceleration value(1.0s) PGAd 1.06 Factored deterministic acceleration value(PGA) *See Section 11 A.8 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 U.S. Geological Surrey Seismic Design Web 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 relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other 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 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 website. Users of the information from this website 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 and interpretation for the building site described by latitude/longitude location in the report_