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Title: C <br />Job # <br />Dsgnr: <br />Description: <br />Scope: <br />Plywood Shear Wall & Footing <br />Description <br />Dale: <br />1 <br />General Information <br />Code Ref: 1997/2001 NDS, 200012D03 IBC, 2003 NFPA 50W. Base allowables are uter defined <br /># Plywood Layers <br />1 <br />Wall Length <br />11.500 ft End Post Dimension 3.00 in <br />Plywood Grade <br />Grade C-D <br />Wall Haight <br />8.000 ft Seismic Factor 0 000 <br />Nail Size <br />Bd <br />Wall Weight <br />7.000 psi Nominal Bill Thick. 2.00 <br />Thickness <br />7/16" <br />HtI Length <br />0.696 <br />Stud Spacing <br />16.D0 In <br />Vertical Loads... <br />Overburden Load over Footing <br />Point Load # 1 0.00 Ibs <br />at <br />0.00 It <br />Point Load # 2 0.00 Ibs <br />at <br />0.00 ft <br />Point Load # 3 0.00 Ibs <br />al <br />0.00 ft <br />Uniform Load # 1 150.00 #/A <br />0.00 It <br />to 3.33 ft <br />Uniform Load # 2 0.00 #lit <br />0.00 ft <br />to 0.00 It <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />35.30 #Ift <br />11.5D01t 405.95 Ibs <br />Uniform Shear @ Top of Wall <br />0.00 ##t <br />11.500 ft 0.00 Ibs <br />Strut Face Applied @ Top of Wall <br />0.00 HIS <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Moment Applied @ Top of Wall <br />0.00 fl-Ir <br />rlmary - -- — - - 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 = 35.39/ft, Capacity = 260.000#/ft -> OK <br />Well Overturning = 3,247.6ft-#, Resisting Moment - 4,534.7fl-#, End Uplift = 0.00lbs <br />Max. Soil Pressures: @ Left = 503.2psf, @ Right = 317.6psf <br />Sill Bolting: 1/2" Bolts @ 48.001n, 5/8" Bolts @ 48.001n, 3/4" Bolls @ 48.00in <br />