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Project : <br />Project Number: <br />By : <br />Date : <br /> Miguel Velazquez <br />PE <br />09-03-2023 <br />Zone 1 Uplift <br />External Wind pressure coefficient GCp = <br />External Wind pressure, qGCp = psf <br />Zone 2 Uplift <br />External Wind pressure coefficient GCp = <br />External Wind pressure, qGCp = psf <br />All Zone Downward <br />External Wind pressure coefficient GCp = <br />External Wind pressure, qGCp = psf <br />Maximum Uplift Wind Pressure, p = psf <br />Minimum Downward Wind Pressure ,p = psf <br />Lag Screw / Bolt Connection Check (ASD) <br />Tributary Width = in (Max Spacing of fasteners along Rails) <br />Tributary Length = in (Half Panel Length) <br />Tributary Area = ft2 <br />Lag Screw/Bolt Size = <br />Cd =(Refer NDS Table 2.3.2) <br />Embedment = in <br />Grade of Wood = #2 ( or better) <br />G = <br />Capacity = lb/in (Refer NDS Table 12.2A) <br />Number of Screws in Tension = <br />Prying Coefficient = <br />Capacity of Fasteners = lb <br />Demand <br />-2.6 <br />(Measured from top of the framing member to tapered tip of lag screw, <br />embedment in sheathing and tapered tip of screw is not included ) <br />DF <br />-35.21 <br />-2 <br />-27.088 <br />-35.21 <br />16.0 <br />33.895 <br />11.3 <br />5/16 <br />1.6 <br />2.5 <br />48 <br />0.5 <br />6.8 <br />Uplift (lb) Zone <br />0.5 <br />266 <br />1 <br />1.4 <br />760 <br />Zone 1 <br />Zone 2 0.31 <br />Pressure ASD (0.6W)(psf) <br />-16.3 <br />-21.1 11.3 238.7 760 <br />DCR <br />11.3 183.6 760 0.24 <br />Capacity (lb)Tributary Area (ft2) <br />1010 E Russell Ave <br />04/26/23