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Project : <br />Project Number: <br />By : <br />Date : <br />Castrejon, Jonathan <br />PE <br />07-10-2022 <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 fastners 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 />16.0 <br />-1.5 <br />-20.32 <br />-2.2 <br />-29.80 <br />0.5 <br />6.8 <br />-29.80 <br />1.4 <br />72 <br />39.8 <br />19.9 <br />5/16 <br />1.6 <br />2.5 (Measured from top of the framing member to tapered tip of lag screw, <br />embeddment in sheathing and tapered tip of screw is not included ) <br />DF <br />0.5 <br />266 <br />1 <br />760 <br />Zone Pressure ASD (0.6W)(psf) Tributary Area (ft2) Uplift (lb) <br />0.47 <br />DCR <br />Zone 1 -12.2 19.9 242.6 760 0.32 <br />Capacity (lb) <br />Zone 2 -17.9 19.9 355.8 760 <br />1334 S Olive St <br />12/05/22