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Date :6/1/2022 <br />Job Code: SETH MUNOZ <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 />(C M = Ct = C Δ = Ceg = 1.0) C D = <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) = 1560 <br />256 <br />102 <br />0.27 <br />0.11 <br />1560 <br />1584 <br />429 <br />171 <br />0.31 <br />0.12 <br />1560 <br />1584 <br />489 <br />195 <br />0.22 <br />0.09 <br />1121 <br />1139 <br />99 <br />Force Checks: <br />Roof 1 <br />249 <br />1050 <br />0.02 <br />19 <br />86 <br />0.9 <br />243 <br />0.28 <br />270 <br />1064 <br />-293 <br />www.ahzengineers.com <br />2818 Waverly Ave <br />06/09/22