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Subject: <br />Job No: Page:3 <br />Engineer: Date:7/9/24 <br />5. Design Loads, Cont. <br />5.2 Seismic Loads <br />Project Risk Category: II ASCE 7, Table 1.5−1 <br />Component Importance Factor, IP:1.0 ASCE 7, 13.1.3 <br />Redundancy Factor, ρ:1.0 ASCE 7, 13.3.1 <br />Soil Site Classification: D Assumed per ASCE 7, 11.4.2 <br />Spectral Resp. Parameter, S1:0.455 ATC Seismic Report <br />Spectral Resp. Parameter, SS:1.272 ATC Seismic Report <br />Spectral Resp. Parameter, SD1:Null ATC Seismic Report (Does Not Control Design) <br />Spectral Resp. Parameter, SDS:1.018 ATC Seismic Report <br />Seismic Design Category: A ASCE 7, 11.6 <br />Analysis Procedure: Seismic Demands on Nonstructure Components <br />***Per Exemptions Discussed in ASCE7 13.1.4, SEISMIC LOADS DO NOT NEED TO BE CONSIDERED*** <br />X−Direction Forces: <br />Other Mechanical or Electrical Components <br />Response Mod. Factor, Rp:1.50 ASCE 7, Table 13.6−1 <br />Overstrength Factor, Ω0:2.00 ASCE 7, Table 13.6−1 <br />Component Amplification, ap:1.00 ASCE 7, Table 13.6−1 <br />Y−Direction Forces: <br />Other Mechanical or Electrical Components <br />Response Mod. Factor, Rp:1.50 ASCE 7, Table 13.6−1 <br />Overstrength Factor, Ω0:2.00 ASCE 7, Table 13.6−1 <br />Component Amplification, ap:1.00 ASCE 7, Table 13.6−1 <br />Collectors.com <br />240575 <br />Wilson <br />Epiq Engineering, LLC <br />2814 Dogwood Place <br />Nashville, TN 37204