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CTitle : Job # <br />Osgnn Date: <br />Description <br />scope: <br />U« s Plywood Shear Wall & FootingPage 1 <br />u.. xwcem+w, v.rseo, 147w7W7 <br />lefr➢IL1NIll1 FNFRC�IC E,W,1"YiIN SaRN" 7'" 7S61M'CeKYINiGIM <br />General lnformail <br />Code Ref: 1997/2001 NOS, 2000/20031BC, 2003 NFPA 5000. Base allowables are user defined <br /># Plywood Layers 1 <br />Wall Length <br />30.000 fl <br />End Post Dimension <br />3.00 in <br />Plywood Grade Grade C•D <br />Wall Height <br />8.000 N <br />Seismic Factor <br />g,ggg <br />Nall Size ad <br />Wall Weight <br />7.000 psf <br />Nominal SIII Thick. <br />2.00 <br />Thickness 7/16' <br />Hl / Length <br />0,267 <br />Stud Spacing 16.00 in <br />(Loads — <br />Vertical Loads... <br />Overburden Load over Footing <br />0.00 pat <br />Point Load # 1 0.00 Ibs <br />at <br />0.00 fl <br />Point Load # 2 0.00 Ibs <br />at <br />0.00 fl <br />Point Load # 3 0.00 Ibs <br />at <br />0.00 fl <br />Uniform Load # 1 0.00 #lit <br />0.00 fill <br />to <br />0.00 ft <br />Uniform Load # 2 0.00 #fit <br />0.00 fl <br />to <br />0 00 1t <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />147.80 #dt <br />30.00011 <br />4,434.00 Ibs <br />Uniform Shear @ Top of Wall <br />0.00 #/1t <br />30.000 f1 <br />= 0.00 Ibs <br />Strut Force Applied C Top of Wall <br />0.00 Ibs <br />Strut Force Applied Q Top of Wall <br />0.00 '05 <br />Moment Applied @ Top of Wall <br />own <br />0.00 1114 <br />�ma=onsal Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in Q Edges, 8d at 12 in @ Field <br />Applied Shear = 147.8#/ft, Capacity = 260.000#/8 -> OK <br />Well Overturning - 35,472.0f14, Resisting Moment = 25,200.Oft-#, End Uplift = 342.40lbs <br />Max. Soil Pressures: Q Left = 479.6psf, Qc Right = 479.6psf <br />SIII Bolling: 112" Bolls Q 48.001n, 5/8" Bolts Q 48.00in, 314" Bolts @ 48.00in <br />3n Hold Down Options <br />3Ices for LEFT Side of Wall to <br />HD2A, Capacity = 2565lbs <br />HD2, Capacity = 2595lbs <br />PHD2, Capacity = 3610lbs <br />HD5A, Capacity - 3095lbs <br />HD2A, Capacity = 2565lbs <br />HD2, Capacity = 2595lbs <br />PHD2, Capacity - 3610lbs <br />HD5A, Capacity = 3095lbs <br />