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410 E Virginia Ave - Plan
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410 E Virginia Ave - Plan
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Last modified
6/6/2025 1:20:20 PM
Creation date
6/6/2025 1:20:06 PM
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Plan
Permit Number
101120868
Full Address
410 E Virginia Ave
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USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error. <br />USGS web services are now operational so this tool should work as expected. <br />410 E Virginia Ave, Santa Ana, CA 92706, USA <br />Latitude, Longitude: 33.7714217, -117.8634284 <br />Date 8/21/2024, 5:53:37 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 1.331 MCER ground motion. (for 0.2 second period) <br />S1 0.474 MCER ground motion. (for 1.0s period) <br />SMS 1.597 Site-modified spectral acceleration value <br />SM1 null -See Section 11.4.8 Site-modified spectral acceleration value <br />SDS 1.065 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 0.56 MCEG peak ground acceleration <br />FPGA 1.2 Site amplification factor at PGA <br />PGAM 0.672 Site modified peak ground acceleration <br />TL 8 Long-period transition period in seconds <br />SsRT 1.331 Probabilistic risk-targeted ground motion. (0.2 second) <br />SsUH 1.432 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD 1.551 Factored deterministic acceleration value. (0.2 second) <br />S1RT 0.474 Probabilistic risk-targeted ground motion. (1.0 second) <br />S1UH 0.512 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />S1D 0.6 Factored deterministic acceleration value. (1.0 second) <br />PGAd 0.642 Factored deterministic acceleration value. (Peak Ground Acceleration) <br />PGAUH 0.56 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration <br />CRS 0.93 Mapped value of the risk coefficient at short periods <br />CR1 0.925 Mapped value of the risk coefficient at a period of 1 s <br />CV 1.366 Vertical coefficient <br />2 410 E Virginia Ave <br />12/16/2024
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