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Tllle : <br />Dsgnr: <br />,)ascription <br />Scope: <br />:r.e.vaeo ao«xom Plywood Shrvar Wall & Footing <br />NERCMC Fmin KeRiw <br />Plywood Grat <br />Nail Size <br />Thickness <br />Stud Spacing <br />Date: <br />Job # <br />.__.-... Page 1 <br />Cade Rol:1Be7QOD1 NDs, mi/20031BC, 2003 NFPA SOW. Base allowolles are user defined <br />1 Wall Length 7.920 It End Post Dimension 3.00 in <br />Grade C-D Wall Height 8.000 It Seismic Factor 0.000 <br />6d Wall Weight 7.000 pat Nominal Sill Thick. 2.00 <br />7/16' Ht/Length 1.010 <br />16.00 in <br />Loads <br />Vertical Loads... <br />Point Load # 1 OA r .bs <br />Point Load # 2 0.00 Ibs <br />Point Load # 3 0.00 Ibs <br />Uniform Load # 1 150.00 #/n <br />Uniform Load Or 2 0.00 #/it <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />Uniform Shear @ Top of Wail <br />Strut Force Applied @ Top of Wall <br />Strut Force Applied @ Top of Wall <br />Moment Applied @ Tap of Wall <br />at <br />at <br />at <br />30.60 ##t <br />0.00 #m <br />0.00 Ibs <br />0.00 Ibs <br />0,00 ft-# <br />Overburden Load over Footing <br />0.00 it <br />0.00 ft <br />0.00 it <br />Off to 7.92 It <br />0.00 ft to 0.00 it <br />7,92011 = 242.35 Ibs <br />7,9201t = 0.D0 Ibs <br />7ma�ry J — Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is Bid at 6 in @ Edges, 8d at 12 in @ Field <br />Applied Shear = 30.0/ft, Capacity = 260.000#/ft -> OK <br />Well Overturning = 1,968.Sft-#, Resisting Moment = 6,460.8ft-#, End Uplift = 0.00lbs <br />Max. Soil Pressures: @ Left = 559.6psf, @ Right = 559.6psf <br />Sill Bolting: 1/2" Bolts @ 48.001n, 5l8" Bolts @ 48.00in, 314" Bolts @ 48.00in <br />