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0 <br />( Titl? : <br />Dsgnr: <br />Description <br />scope: <br />W _ Plywood Shear Wall & Footing <br />Date: <br />Job # <br />rGBneral Infomitlon <br />Code Ref: 19972001 NDS, 20D02D03 IBC, 2003 NFPA 5000 Base allowables are user <br /># Plywood Layers <br />1 <br />Wall Length <br />17.580 It End Post Dimension 3.00 r <br />Plywood Grade <br />Grade C-D <br />Wall Height <br />8.000 11 Seismic Factor 0.000 <br />Nall Size <br />Bd <br />Wall Weight <br />7.000 pat Nomiral Sill Thick. 2 00 <br />Thickness <br />7/16" <br />HI / Length <br />0,455 <br />Stud Spacing <br />'6.D0 in <br />------ <br />I Loads — <br />---- ---- <br />— - ---- <br />Vertical Loa,'-... <br />Overburden Load over Fooling <br />Point Load # 1 0.00 Ibs <br />at <br />0.00 fl <br />Point Load is 2 0.00 Ibs <br />at <br />0.00 N <br />Point Load # 3 0.00 Ibs <br />at <br />0.00 fl <br />Uniform Load N 1 0.00 #m <br />0.D0 6 <br />to 0.0011 <br />Uniform Load # 2 0.00 alit <br />0.000 <br />to 0.00 ft <br />Lateral Loads... <br />Uniform Shear @ Top of Well <br />96.20 #/h <br />17.511011 = 1,691.20 Ibs <br />Uniform Shear @ Top of Wall <br />0.00 pal <br />17.580 If - 0.00 Ills <br />Strut Force Applied Top of Wall <br />0.00 Ibs <br />Strut Force Applied Q Top of Wall <br />0.00 Ibs <br />Moment Applied @ Top of Wall <br />0.00 fl-# <br />7mary Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in @ Edges, Bid at 12 in @ Field <br />Applied Shear = 96.2#/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 13,529.6fl-#, Resisting Moment = 8,653.6ft-#, End Uplift = 277.361ts <br />Max. Soil Pressures: @ Left = .525.5psf, @ Right = 525.5psf <br />Sill Bolling: 112" Bolts @ 48.001n, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in <br />peon Hold Down Options <br />Choices for LEFT Side of Wall to <br />HD2A, Capacity = 2565lbs <br />HD2, Capacity = 2595lbs <br />PHD2, Capacity = 3610lbs <br />f,05A, Capacity = 3095lbs <br />:es for RIGHT Side of Wall to f <br />HD2A, Capacity = 2565lbs <br />HD2, Capacity = 2595lbs <br />PHD2, Capacity = 3610lbs <br />H05A, Capacity = 3095lbs <br />1 <br />