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LI & LI ENGINEERING SERVICES <br />REGISTERED CIVIL ENGINEERS <br />OWNER: <br />PROJECT: <br />3110 S. Griset Place, Santa Ana, Calif. 92704 <br />3110 S Griset PI, Santa Ana, CA 92704, USA <br />Latitude, Longitude: 33.7060838,-117.9019494 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />An <br />PA,GE rq!qd <br />D ERMIT1=ANCE <br />JOB NO: �` —I o3_m_ <br />Master ID: <br />Date: <br />0 33 Degrees <br />W Segerstrom Ave <br />W Carriage Dr c <br />W Carriage <br />Plaza Village 0Cncn <br />m <br />cn <br />cn <br />(n <br />rn <br />d �? Q. <br />to <br />D <br />v <br />-n <br />M O = !y in <br />to r+ N �` <br />CL <br />0 <br />O <br />f(D <br />N <br />C <br />(Q <br />0)0 .Or <br />Cr <br />n <br />M <br />p d T a <br />v h <br />x <br />Cl? <br />h <br />Cn <br />Cn <br />�* <br />Go <br />gle <br />Map data 02024 <br />Date <br />10/30/2024, 11:16:15 AM <br />Design <br />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 />1.296 <br />MCER ground motion. (for 0.2 second period) <br />S1 <br />0.465 <br />MCER ground motion. (for 1.0s period) <br />SMs <br />1.555 <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 />SDI <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 />Fv <br />null -See Section 11.4.8 <br />Site amplification factor at 1.0 second <br />PGA <br />0.555 <br />MCER peak ground acceleration <br />FPGA <br />1.2 <br />Site amplification factor at PGA <br />PGAM <br />0.666 <br />Site modified peak ground acceleration <br />TL <br />8 <br />Long -period transition period in seconds <br />SsRT <br />1.296 <br />Probabilistic risk -targeted ground motion. (0.2 second) <br />SsUH <br />1.405 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD <br />1.885 <br />Factored deterministic acceleration value. (0.2 second) <br />S1 RT <br />0.465 <br />Probabilistic risk -targeted ground motion. (1.0 second) <br />S1 UH <br />0.503 <br />Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />S1D <br />0.647 <br />Factored deterministic acceleration value. (1.0 second) <br />