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l <br />Title ; <br />Job • <br />Dsgnr: Date: <br />Description <br />ope <br />i <br />rh«mo4=148-- <br />w«la2003VNeMCEr ,o.r.zoo] <br />PI ood Shear Wall & Footin <br />� 9 <br />Page 1 <br />`IcnfeYtOo]ENE#CAICErgmwng6orwne <br />7f5anG4�Nw <br />Description D6 <br />General Inform8tlon <br />Code Ref; 1997/2001 NDS, 20DD/2003 IBC, 2003 NFPA 5000. Base allowables are user defined <br />a Plywood Layers 1 <br />Wall Length 28.750 ft Eno post uimension <br />3.00 in <br />Plywood Grade Grade C•D <br />Wall Height 8.000 it Seismic Factor <br />O.ODO <br />Nail Size 8d <br />Wall Weight 7.000 psf Nominal SIII Thick. <br />2.00 <br />Thickness 7116" <br />Ht / Length 0.278 <br />Stud Spacing 16.00 in <br />Loads <br />Vertical Loads... <br />Overburden Load over Footing <br />0.00 psi <br />Point Load a 1 0.00 Ibs <br />at 0.00 It <br />Point Load # 2 0.00 Ibs <br />at 0.00 it <br />Point Load #3 0.00 Ibs <br />at 0.00 f1 <br />Uniform Load # 1 150.00 #/ft <br />0.00 ft to 3.33 It <br />Uniform Load # 2 0.00 #lit <br />0 00 it to 0 00 ft <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />35.30 #/0 28,750It = 1,014.C8 Ibs <br />Uniform Shear ® Top of Wall <br />ODD #/ft 28.75011 = 0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Moment Applied ® Top of Wall <br />0.00 ft.# <br />Summary <br />---- — <br />Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D <br />on 1 side/s, Nailing is 8d at 6 in Q Edges, 8d at 12 in Q Field <br />Applied Shear = 35.3#/H, Capacity = 260.000#/1t -> OK <br />Wall Overturning = 8,119.011 Resisting Moment = 23,975.04, End Uplift = 0.00lbs <br />Max. Soil Pressures: Q Left = 330.8psf, Q Right = 238.6psf <br />Sill Bolting: 1/2" Bolts Q 48.00in, 5/8" Bolts Q 48.00in, 3/4" Bolts @ 48.00in <br />