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CTitle : <br />Osgrr: <br />Description <br />Scope: <br />Plywood Shear Wall & Footing <br />Description <br />General Information <br /># Plywood Layers <br />1 <br />Plywood Grade <br />Grade C-D <br />Nall Size <br />8d <br />Thickness <br />7/16' <br />Stud Spadng <br />16.00 in <br />Loads -- <br />Vertical Loads... <br />Point Load # 1 0.00 The <br />Point Load # 2 0.00 Ibs <br />Point Load # 3 0.D0 Ibs <br />Uniform Load # 1 150.00 11/11 <br />Uniform Load If 2 0.00 1-111t <br />Lateral Loads... <br />Uniform Shear Q Top of Wall <br />Uniform Shear @ Top of Wall <br />Strut Force Applied ® Top of Wall <br />Strut Force Applied @ Top of Wall <br />Moment Applied @ Top of Wall <br />Date: <br />^ode Rol: 1997/2DOt NDS, 2000/2003 IBC, 2DO3 NFPA 5000. Base a <br />Wall lonplh <br />4.670 If End Post Dimensn <br />Wall Height <br />8.D00 ft Seismic Factor <br />Wall Weight <br />7.000 psf Nominal Sill Thick. <br />HI / Length <br />1.713 <br />Overburden Load over Footing <br />at <br />0.00 n <br />at <br />0.00 ft <br />at <br />0.00 It <br />0.DO ft to 4.67 ft <br />0.DO ft to 0.00 It <br />40.00 ##t <br />4.670ft 186.80 Ibs <br />0.00 #/D <br />4.670It 0.00 Ibs <br />0.00 Ibs <br />0.00 Ibs <br />0.00 #-# <br />Job # <br />are user <br />� G <br />O.DDO <br />2.00 <br />nmary Design OK <br />Wall Summary... <br />Using 7/le" Thick Grade C•D on 1 side/s, Nailing is 8d at 6 in Q Edges, 8d at 12 in Q Field <br />Applied Shear = 40.0#/ft, Capacity = 260.000#/ft •> OK <br />Wall Overturning = 1,494.04, Resisting Moment = 2,246.3ft-#, End Uplift = 0.00lbs <br />Max. Soil Pressures: Q Left = 834.6psf, Q Right = 834.6psf <br />SIII Bolling: 112" Botts Q 48.00in, 518" Botts Q 48.00in, 314" Bolts Q 48.00in <br />