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1621 S Diamond St, Santa Ana, CA 92704, USA <br />Latitude, Longitude: 33.7252585, -117.8989249 <br />Date 5/23/2021, 10:40:34 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 1.298 MCER ground motion. (for 0.2 second period) <br />S1 0.464 MCER ground motion. (for 1.0s period) <br />SMS 1.558 Site-modified spectral acceleration value <br />SM1 null -See Section 11.4.8 Site-modified spectral acceleration value <br />SDS 1.038 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 0.554 MCEG peak ground acceleration <br />FPGA 1.2 Site amplification factor at PGA <br />PGAM 0.665 Site modified peak ground acceleration <br />TL 8 Long-period transition period in seconds <br />SsRT 1.298 Probabilistic risk-targeted ground motion. (0.2 second) <br />SsUH 1.404 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD 1.631 Factored deterministic acceleration value. (0.2 second) <br />S1RT 0.464 Probabilistic risk-targeted ground motion. (1.0 second) <br />S1UH 0.502 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 0.671 Factored deterministic acceleration value. (Peak Ground Acceleration) <br />CRS 0.924 Mapped value of the risk coefficient at short periods <br />CR1 0.924 Mapped value of the risk coefficient at a period of 1 s <br />1621 S Diamond St & <br />Unit# 24/24/2025