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Title: <br />Dsgnr: <br />Description <br />Scope: <br />Plywood Shear Wall & Footing <br />Description H1 <br />Date: <br />Job # <br />Page 1 <br />255.E cnaa.r,m <br />General information <br />Code Ref: 1997/2001 NOS, 20OD120031BC, 2003 NFPA 5000 Base allowable$ are user defined <br /># Plywood Layers <br />1 <br />Wall Length <br />22.500 It 1d ost Dimension 3.00 in <br />Plywood Grade <br />Grade C-D <br />Wall Height <br />8.000 ft Seismic Factor D,DOO <br />Nall Size <br />Bd <br />Wall Weight <br />7.000 psf Nominal Sill Thick. 2.DO <br />ThicYness <br />7/16" <br />Ht/Length <br />0.356 <br />Stud SpaL'ng <br />16.00 in <br />;-Loads <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 Ilea <br />at <br />0.00 ft <br />Point Load # 3 0.00 Ibs <br />at <br />0.00 ft <br />Uniform Load # 1 87.50 #/h <br />0.DO It <br />to 22.50 h <br />Uniform Load # 2 0.00 #M <br />0.00 It <br />to O.DO it <br />Lateral Loads... <br />Uniform Shear @ Tap of Wall <br />123.50 #/II <br />22.500 ft - 2.778.75 Ibs <br />Unifor.n Shear @ Top of Wall <br />0.00 #/ft <br />22.500 it - 0.00 Ibs <br />SW! Force Applied @ Top of Wall <br />0.00 Ibs <br />Strut Force Applied @ Top of Well <br />0.00 Ibs <br />Moment Applied @ Top of Wall <br />0.00 ft-0 <br />7mary I Design OK <br />Wall Summary... <br />Using 7116" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in Q Edges, 8d at 12 in @ Field <br />Applied Shear = 123.5#10, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 22,230.0I14, Resisting Moment = 36,323.4ft-#, End Uplift = O.00Ibs <br />Max. Soil Pressures: @ Left = 585.Opsf, @ Right = 585.Opsf <br />Sill Bolting: 112" Bolts @ 48.001n, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in <br />