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Title <br />Dsgnr: <br />Description <br />Scope: <br />vseo.+.oaaem Plywood Shear Wall & Footing <br />Ur r...w",.e s,w.." <br />General Information <br />Dale: <br />Job <br />Page 1 <br />Code Ref: I997/2D01 NOS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined <br />a Plywood Layers 1 Wall Length 5,670 If End Post Dimension 3,00 in <br />Plywood Grade Grade C•D Wall Height 8.000 n Seismic Factor 0.0g0 <br />Nail Size 6d Wall Weight 7.000 psi Nominal Sill Thick. 2.00 <br />Thickness 7/16' Ht ILength <br />Stud Spacing 16.00 in <br />Loads <br />Vertical Loads... <br />Point Load # 1 0.00 Ibs <br />Point Load a 2 0.00 Ibs <br />Point Load IS 3 0.00 Ibs <br />Uniform Load rl 1 150.00 4/ft <br />Uniform Load If 2 0.00 gift <br />Lateral Loads... <br />Uniform Shear @ Top of Wr I <br />Uniform Shear @ Top of WI I <br />Strut Force Applied @ Tor .I Wall <br />Strut Force Applied Q To, of Wall <br />Moment Applied @ Top if Wall <br />at <br />at <br />at <br />40.00 NM <br />0.00 am <br />0.D0 The <br />0.00 Ibs <br />0.00 fi <br />Overburden Load over Fooling <br />0.00 It <br />0.00 it <br />0.00 If <br />0.00 It to 5.67 n <br />0.00 ft to O.Do It <br />5.670 ft 226.80 fbs <br />5.670It 0.00 Ibs <br />nmar=ssessisse' Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 In @ Field <br />Applied Shear = 40.0141/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning is 1,814.4ft-#, Resisting Moment = 3,311.3ft-#, End Uplift = 0.00lbs <br />Max. Soil Pressures: @ Left r: 733.3psf, @ Right = 733.3psf <br />Sill Bolting: 1/2" Bolts @ 48.001n, 5/8" Bolts @ 48.00in, 3/4" Bolls @ 48.00in <br />