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Planning and Building Agen <br />1602 W Brook St, Santa Ana, CA 92703, USA <br />Latitude, Longitude: 33.736516,-117.8895866 <br />W Morita Vista Ave <br />cn <br />v <br />W Wisteria PI <br />W Brook St <br />Approved <br />FOR PERMIT ISSYANC <br />cn <br />Master ID: m <br />1 <br />Date: cn <br />Itcn <br />Potzolcano 19 <br />W Cubbon St W Cubbon St <br />Coo gl e <br />Date <br />4130/2024, 10:02:47 AM <br />Design Code Reference Document <br />ASCE7-16 <br />Risk Category <br />II <br />Site Class <br />D - Default (See Section 11.4.3) <br />Type <br />Value <br />Description <br />SS <br />1.297 <br />MCER ground motion. (for 0.2 second period) <br />S1 <br />0.463 <br />MCER ground motion. (for 1.0s period) <br />SMS <br />1.556 <br />Site -modified spectral acceleration value <br />SM1 <br />null -See Section 11.4.8 <br />Site -modified spectral acceleration value <br />SDS <br />1.037 <br />Numeric seismic design value at 0.2 second SA <br />SD1 <br />null -See Section 11.4.8 <br />Numeric seismic design value at 1.0 second SA <br />Type <br />Value <br />Description <br />SDC <br />null -See Section 11.4.8 <br />Seismic design category <br />Fa <br />1.2 <br />Site amplification factor at 0.2 second <br />F, <br />null -See Section 11.4.8 <br />Site amplification factor at 1.0 second <br />PGA <br />0.551 <br />MCEG peak ground acceleration <br />FPGA <br />1.2 <br />Site amplification factor at PGA <br />PGA, <br />0.661 <br />Site modified peak ground acceleration <br />T, <br />8 <br />Long -period transition period in seconds <br />SsRT <br />1.297 <br />Probabilistic risk -targeted ground motion. (0.2 second) <br />SsUH <br />1.399 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD <br />1.561 <br />Factored deterministic acceleration value. (0.2 second) <br />S1 RT <br />0.463 <br />Probabilistic risk -targeted ground motion. (1.0 second) <br />S1 UH <br />0.501 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />S1 D <br />0.6 <br />Factored deterministic acceleration value. (1.0 second) <br />PGAd <br />0.644 <br />Factored deterministic acceleration value. (Peak Ground Acceleration) <br />PGAUH <br />0.551 <br />Uniform -hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration <br />CRS <br />0.927 <br />Mapped value of the risk coefficient at short periods <br />CR1 <br />0.924 <br />Mapped value of the risk coefficient at a period of 1 s <br />C, <br />1.359 <br />Vertical coefficient <br />1602 W Brook St Unit 2 Santa Ana Ca 92703 Design Maps Report G <br />lNi ". <br />Map dat <br />