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JOB NAME:JOB NO:SHEET NO: <br />ADDRESS:ENGINEER:DATE: <br />v.1.5 <br />Seismic Loads (Equivalent Lateral Force Procedure) <br />Site Class:D (ASCE 7-16 Table 20.3-1) <br />Risk Category:II (ASCE 7-16 Table 1.5-1) <br />SS =1.331 g <br />S1 =0.474 g <br />Fa =1.2 (ASCE Table 11.4-1) <br />Fv =1.8 (ASCE Table 11.4-2) <br />SMS = FaSs =1.597 g (CBC2022 Equation 16-37) <br />SM1 = FvS1 =0.853 g (CBC2022 Equation 16-38) <br />SDS=2/3SMS=1.065 g D <br />SD1=2/3SM1=0.569 g D <br />(CBC2022 Equation 16-39&Equation 16-40&Table 1613.2.5(1)) <br />Ct =0.02 All Other Structural Systems (ASCE7-16 Table12.8-2) <br />x = 0.75 All Other Structural Systems (ASCE7-16 Table12.8-2) <br />hn =11.5 ft <br />T = Cthn <br />x =0.125 s (ASCE7-16 Equation 12.8-7) <br />TL =8 s (ASCE7-16 Figure 22-12) <br />R = 6.5 (ASCE 7-16 Table 12.2-1) <br />Ie =1 (ASCE 7-16 Table 1.5-2) <br />CS Max =0.701 g (ASCE7-16 Equation 12.8-3 &12.8-4) <br />CS Min =0.047 g (ASCE7-16 Equation 12.8-5 &12.8-6) <br />Cs=SDS/(R/Ie)=0.164 g (ASCE7-16 Equation 12.8-2) <br />V = CsW =0.164 W (ASCE7-16 Equation 12.8-1) <br />V = 0.7V = 0.115 W Allowable Stress Design (ASCE7-16 2.4.1) <br />r =1.3 (ASCE 7-16 12.3.4) <br />V= rV =0.149 W <br />Approximate Fundamental Period: <br />Latitude, Longitude: <br />Basic Information: <br />Mapped Accelration Paramters: <br />Adjusted Maximum Considered Earthquake Spectral Response Acceleration: <br />Design Spectral Response Acceleration Parameters: <br />Seismic Design Category: <br />Seismic Design Category: <br />PRIVATE RESIDENCE <br />STIFF SOIL <br />2024-024 <br />Per 2022 California Building Code, Chapter 16 and ASCE 7-16 <br />Seismic and Wind Design Criteria <br />8/21/2024L.L.410 E Virginia Ave , Santa Ana , CA 92706 <br />Seismic Response Coefficient: <br />Seismic Base Shear <br />Satisfied <br />T <= TL <br />S1 < 0.6g <br />4 410 E Virginia Ave <br />12/16/2024