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Date :11/17/2025 <br />Job Code: DIAMOND ADU <br />4 of 6 <br />Allowable Widthrawal Force, W'p (lbs) = <br />Applied Uplift Force (lbs) = <br />Uplift DCR = <br />Ref. Lateral Value, Z (lbs) = <br />(CM = Ct = CΔ = Ceg = 1.0) CD = <br />Adjusted Lateral Value, Z' (lbs) = <br />Applied Laeral Force (lbs) = <br />Angle of Resultant Force, α (deg) = <br />Adjusted Interaction Lateral Value, Z'α (lbs) = <br />Lateral DCR = <br />Roof Framing Checks: <br />LC1: D+S <br />Applied Moment (lb-ft) = <br />Applied Shear (lbs) = <br />Allowable Moment (lb-ft) = <br />Allowable Shear (lbs) = <br />Moment DCR = <br />Shear DCR = <br />LC2: D+0.6W <br />Applied Moment (lb-ft) = <br />Applied Shear (lbs) = <br />Allowable Moment (lb-ft) = <br />Allowable Shear (lbs) = <br />Moment DCR = <br />Shear DCR = <br />LC3: D+0.75(S+0.6W) <br />Applied Moment (lb-ft) = <br />Applied Shear (lbs) = <br />Allowable Moment (lb-ft) = <br />Allowable Shear (lbs) = <br />Moment DCR = <br />Shear DCR = <br />LC4: 0.6D+0.6W <br />Applied Moment (lb-ft) = <br />Applied Shear (lbs) = <br />Allowable Moment (lb-ft) = <br />Allowable Shear (lbs) = <br />1560 1560 <br />1584 1584 <br />59 59 <br />34 34 <br />0.09 0.09 <br />0.05 0.05 <br />1560 1560 <br />1584 1584 <br />141 141 <br />81 81 <br />0.10 0.10 <br />0.06 0.06 <br />1560 1560 <br />1584 1584 <br />161 161 <br />92 92 <br />0.07 0.07 <br />0.04 0.04 <br />1121 1121 <br />1139 1139 <br />47 47 <br />Force Checks: <br />Roof 1 Roof 2 <br />83 83 <br />1052 1052 <br />0.01 0.01 <br />12 12 <br />87 87 <br />0.9 0.9 <br />243 243 <br />0.20 0.20 <br />270 270 <br />1064 1064 <br />-211 -211 <br />www.ahzengineers.com