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Title : <br />Dsgnr: <br />Description <br />scope: <br />Plywood Shear Wall & Footing <br />Date•. <br />Job # <br />Description D1 <br />General Information <br />Coda Ref: 19972001 NDS, 2DOD2D031BC, 2003 NFPA 50DO. Base allowables are user <br /># Plywood Layers 1 <br />Wall Length <br />3.330 ft <br />End Post imension <br />3.00 n <br />Pllnvood Grade Grade C-D <br />Wall Height <br />B.D00 ft <br />Seismic Factor <br />0.000 <br />Nail Size Bd <br />Wall Weight <br />7.000 psf <br />Nominal SIII Thick. <br />2.00 <br />Thickness 7/16" <br />HI I Length <br />2.402 <br />Stud Spacing 16.00 In <br />Loads <br />— <br />-- -- <br />Vertical Loads... <br />Overburden Load over Fooling <br />0.00 pL <br />Point Load # 1 0.00 Ibis <br />at <br />0.00 it <br />Point Load # 2 0.00 Ibs <br />at <br />0.00 It <br />Point Load a 3 0.00 Ibs <br />at <br />0.00 It <br />Uniform Load # 1 150.00 AM <br />0.00 II <br />to <br />3 33 11 <br />Uniform Load # 2 0.00 #MI <br />0,00 It <br />to <br />C 00 it <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />30.60 #nt <br />3 330 ft <br />= 101.90 Ibs <br />Uniform Shear 81 Top of Wall <br />0.00 #III <br />3.330 tt <br />= 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 1@ Top of Wall <br />O.JO II-# <br />nmary - -- — Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 In @ Edges, 8d at 12 in Q Field <br />Applied Shear = 30.6#/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 815.21114, Resisting Moment - 1,142.2ft-fl, End Uplift - 0.00lbs <br />Max. Soil Pressures: Q Left = 8L5.1 pal, @ Right = 885.1 psf <br />SIII Bollirg: 112" Bolts @ 48.00in, 518" 9olts @ 48.00in, 3/4" Bolts ® 48.00in <br />1 <br />„ <br />