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Wind Load Cont. <br />95 mph ASCE 7-16 Figure 26.5-1B <br />B <br />1.0 ASCE 7-16 Sec 26.8.2 <br />0.65 ASCE 7-16 Table 26.10-1 <br />0.85 ASCE 7-16 Table 26.6-1 <br />12.74 psf <br />2.0 Degrees <br />1.5 Conservatively assuming all exposed <br />0.8 <br />Uplift (W)Zone(1')Zone(1)Zone(2)Zone(3) <br />Fig. 30-3-2 GCp=-0.9 -1.4 -1.9 -2.4 <br />Eq. 29.4-7 P=qh pγ Eγ a -13.75 -21.40 -29.04 -36.68 <br />GC =0.3 Figure 30.3-2 <br />γ E)(γa)=2.52 Equation 29.4-7 <br />Rafter Attachments: 0.6D+0.6W (CD=1.6) <br />Connection Check <br />Attachment max. spacing=6 ft <br />5/16" Lag Screw Withdrawal Value=266 lbs/in Table 12.2A - NDS <br />2.5 in DFL Assumed <br />Prying Coefficient 1.4 <br />Allowable Capacity=760 lbs <br />Zone Trib Width Area (ft)Uplift (lbs)Down (lbs) <br />Zone(1')6 16.5 91.2 91.1 <br />Zone(1)6 16.5 132.8 91.1 <br />Zone(2)6 16.5 174.4 91.1 <br />Zone(3)6 16.5 216.0 91.1 <br />216.0 <760 <br />2.Embedment is measured from the top of the framing member to the tapered tip of a lag screw. <br />Embedment in sheading or other material does not count. <br />II <br />γE <br />γa= <br />Zt <br />q = 0.00256K K K K V = <br />Pitch = <br />Risk Category = <br />KZ = <br />K = <br />e <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />471 W Alton Ave Unit# E- <br />101119111& 201826755/13/2024