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Description E; <br />General Information <br /># Plywood Layers <br />Plywood Grade <br />Nail Size <br />Thickness <br />Stud Spacing <br />Loads <br />( Title : <br />Dsgnr: <br />Description <br />Scope: <br />Plywood Shear Wall & Footing <br />Code Ref: 1997/2001 NOS, <br />1 <br />Wall Length <br />Grade C-D <br />Wall Height <br />ad <br />Wall Weight <br />7116' <br />HII Length <br />16.00 In <br />5.580 If <br />8 000 D <br />7.000 psf <br />1.434 <br />Date: <br />NFPA 5000. eate At <br />n ost Imenslc <br />Seismic Factor <br />Nominal Sill Thick. <br />Vertical Loads.. <br />Overburden Load over Fooling <br />Point Load # 1 0.00 Ibs <br />at <br />0.00 fi <br />Point Load # 2 0.00 Ibs <br />at <br />D.DO If <br />Point Load # 3 0,00 Ibs <br />at <br />0.00 it <br />Uniform Load # 1 150.00 ##I <br />0.0011 <br />to 5.58 it <br />Uniform Load # 2 0.00 #Ifl <br />0.00 It <br />to 0.00 n <br />Lateral Loads... <br />Uniform Shear Q Top of Wall <br />40.00 #/ft <br />5.580 it = 223.20 Ibs <br />Uniform Shear;i Top of Wall <br />0.00 #lit <br />5.580 it - 0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 His <br />Moment Applied @ Top of Wall <br />0.00 fL# <br />Job # <br />afire user <br />3.00 it <br />0.000 <br />2.00 <br />7mary I Design OK <br />nommimmanno <br />Wail Summary... <br />Using 7/16" Thick Grade C•D on 1 sidels, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field <br />Applied Shear = 40.0#/ft, Capacity = 260.000#tft -> OK <br />Wall Overturning = 1,785.04, Resisting Moment = 3,207.Of1•#, End Uplift = O.00Ibs <br />Max. Soil Pressures: @ Left = 740.1 psf, @ Right = 740.1 psf <br />SY.I Bolling: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 314" Bolts @ 48.00in <br />1 <br />