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Subject: <br />Job No: Page:4 <br />Engineer: Date:3/24/26 <br />6. Load Combinations <br />Load Combination Parameters <br />SDS:1.151 ASCE Seismic Report <br />ρ:1.0 ASCE 7, 12.3.4 <br />ΩX: 1.00 X−Direction, ASCE 7, Table 15.4−1 <br />ΩY: 1.00 Y−Direction, ASCE 7, Table 15.4−1 <br />LRFD Load Combinations (ASCE 7, 2.3) <br />L (Serviceability, L/360) <br />D + L (Serviceability, L/240) <br />1.4D (Dead Load Only) <br />1.2D + 1.6L (Gravity) <br />(1.2 + 0.2SDS)D +/− ρEX + L (Gravity + Seismic, X−Direction) <br />(1.2 + 0.2SDS)D +/− ρEY + L (Gravity + Seismic, Y−Direction) <br />(0.9 − 0.2SDS)D +/− ρEX (Seismic Uplift, X−Direction) <br />(0.9 − 0.2SDS)D +/− ρEY (Seismic Uplift, Y−Direction) <br />(1.2 + 0.2SDS)D +/− ΩEX + L (Gravity + Overstrength Seismic, X−Direction) <br />(1.2 + 0.2SDS)D +/− ΩEY + L (Gravity + Overstrength Seismic, Y−Direction) <br />(0.9 − 0.2SDS)D +/− ΩEX (Overstrength Seismic Uplift, X−Direction) <br />(0.9 − 0.2SDS)D +/− ΩEY (Overstrength Seismic Uplift, Y−Direction) <br />Epiq Engineering, LLC Logomark Fencing <br />2814 Dogwood Pl 251177 <br />Nashville, TN 37204 Wilson