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5024 1%2 W 6th St - Plan
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5024 1%2 W 6th St - Plan
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Last modified
6/1/2025 12:09:07 PM
Creation date
6/1/2025 12:08:41 PM
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Plan
Permit Number
20178495
101113546
Full Address
5024 1/2 W Sixth St
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ID:
1
Creator:
Import Agent
Created:
6/1/2025 12:08 PM
Modified:
5/30/2025 5:27 PM
Text:
https://www.seismicmaps.org
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12/7/22, 2:20 PM U.S. Seismic Design Maps <br />https://www.seismicmaps.org 1/2 <br />5024 W 6th St, Santa Ana, CA 92703, USA <br />Latitude, Longitude: 33.7494551, -117.9358613 <br />Date 12/7/2022, 2:20:15 PM <br />Design Code Reference Document ASCE7-16 <br />Risk Category II <br />Site Class D - Default (See Section 11.4.3) <br />Type Value Description <br />SS 1.333 MCE R ground motion. (for 0.2 second period) <br />S1 0.475 MCE R ground motion. (for 1.0s period) <br />SMS 1.599 Site-modified spectral acceleration value <br />SM1 null -See Section 11.4.8 Site-modified spectral acceleration value <br />SDS 1.066 Numeric seismic design value at 0.2 second SA <br />SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br />Type Value Description <br />SDC null -See Section 11.4.8 Seismic design category <br />Fa 1.2 Site amplification factor at 0.2 second <br />Fv null -See Section 11.4.8 Site amplification factor at 1.0 second <br />PGA 0.569 MCE G peak ground acceleration <br />FPGA 1.2 Site amplification factor at PGA <br />PGAM 0.683 Site modified peak ground acceleration <br />T L 8 Long-period transition period in seconds <br />SsRT 1.333 Probabilistic risk-targeted ground motion. (0.2 second) <br />SsUH 1.447 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD 1.968 Factored deterministic acceleration value. (0.2 second) <br />S1RT 0.475 Probabilistic risk-targeted ground motion. (1.0 second) <br />S1UH 0.516 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />S1D 0.679 Factored deterministic acceleration value. (1.0 second) <br />PGAd 0.807 Factored deterministic acceleration value. (Peak Ground Acceleration) <br />PGAUH 0.569 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration <br />CRS 0.921 Mapped value of the risk coefficient at short periods <br />CR1 0.921 Mapped value of the risk coefficient at a period of 1 s <br />CV 1.367 Vertical coefficient <br />5024 1%2 W 6th St <br />01/23/23
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