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CITY OF SANTA ANA <br />9/22124, 10:54AM U.S. Seismic Design Maps Planning and Building Agency <br />USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in <br />USGS web services are now operational so this tool should work as expected. <br />4413 W Sunswept Ave, Santa Ana, CA 92703, USA <br />Latitude, Longitude: 33.7577877,-117.9284494 <br />Keywood Ln <br />Irongate Ln <br />c <br />Canter,? <br />T <br />d <br />� as <br />,rt c <br />O <br />Go gle li <br />Date <br />Design Code Reference Document <br />Risk Category <br />Site Class <br />Type <br />Value <br />SS <br />1.338 <br />S , <br />0.476 <br />SMS <br />1.606 <br />S,t <br />null -See Section 11.4.E <br />SDS <br />1.071 <br />SD1 <br />null -See Section 11.4.E <br />Type <br />Value <br />SDC <br />null -See Section 11.4.8 <br />Fa <br />1.2 <br />Fv <br />null -See Section 11.4.8 <br />PGA <br />0.571 <br />FPGA <br />1.2 <br />PGA, <br />0.685 <br />T, <br />8 <br />SsRT <br />1.338 <br />SsUH <br />1.452 <br />SsD <br />1.964 <br />S 1 RT <br />0.476 <br />S1UH <br />0.517 <br />S 1 D <br />0.676 <br />PGAd <br />0.805 <br />PGA,, <br />0.571 <br />CRS <br />0.922 <br />CR1 <br />0.921 <br />Cv <br />1.368 <br />,ur error. <br />Approved <br />FOi+i PDNCE <br />Master ID: <br />Date: <br />Stremick's Heritage Foods o, <br />Sahara Mobile VW Willow Avet <br />Home Park <br />Z <br />Z = <br />cD <br />Z <br />W � <br />o <br />tJJ C r <br />W Penny Ave <br />9/22/2024, 10:54:09 AM <br />ASCE7-16 <br />11 <br />D - Default (See Section 11.4.3) <br />Description <br />MCER ground motion. (for 0.2 second period) <br />MCER ground motion. (for 1.0s period) <br />Site -modified spectral acceleration value <br />Site -modified spectral acceleration value <br />Numeric seismic design value at 0.2 second SA <br />Numeric seismic desian value at 1.0 second SA <br />Keel -Ave, <br />QJam Sport i onr,i io <br />1�. Map data ©2024 <br />Description <br />Seismic design category <br />Site amplification factor at 0.2 second <br />Site amplification factor at 1.0 second <br />MCER peak ground acceleration <br />Site amplification factor at PGA <br />Site modified peak ground acceleration <br />Long -period transition period in seconds <br />Probabilistic risk -targeted ground motion. (0.2 second) <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration <br />Factored deterministic acceleration value. (0.2 second) <br />Probabilistic risk -targeted ground motion. (1.0 second) <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />Factored deterministic acceleration value. (1.0 second) <br />Factored deterministic acceleration value. (Peak Ground Acceleration) <br />Uniform -hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration <br />Mapped value of the risk coefficient at short periods <br />Mapped value of the risk coefficient at a period of 1 s <br />Vertical coefficient <br />https://www.seismicmaps.org 1 /2 <br />