Laserfiche WebLink
( Tide: CF Job <br />Dsgnr. Date: <br />Description: <br />Scope: <br />�- Plywood Shear Wall & Footing Page W.r kwaea:+ b, v« <br />Ienaeit0a] ENEaGLLt Emmrrxn Spawn <br /># Plywood Layers i <br />Plywood Grade Grade C-D <br />Nall Size Bid <br />Thickness 7/16- <br />Stud Spacing 16.00 v <br />Loads <br />se® <br />Vertical Loads... <br />Point Load # 1 0.00 Ibs <br />Point Load # 2 0.00 Ibs <br />Point Load If 3 0.00 Ibs <br />Uniform Load # 1 150.00 #/8 <br />Uniform Load # 2 0.00 #M <br />Lateral Loads... <br />I Jniform Shear @ Top of Wall <br />Uniform Shear @ Top of Wall <br />Strut Force Applied @ Top of Wall <br />Strut Force Applied @ Top of Wall <br />Moment Applied @ Top of Wall <br />Wall Height <br />Wall Weight <br />HI/Length <br />at <br />at <br />at <br />35.30 #/It <br />0.00 #/It <br />0.00 Ibs <br />0.00 Ibs <br />0.00 ft-# <br />rt NDS, 2000/2003 IBC, 2003 NFPA 5000. Base at <br />28.750 ft <br />End Post ice)ensc <br />8.000 ft <br />Seismic Factor <br />7.000 pet <br />Nominal Sill Thick. <br />0.278 <br />Overburden Load over Fooling <br />0.00 ft <br />0.00 ft <br />0.00 ft <br />0.00 ft <br />to <br />3.33 it <br />0.00 It <br />to <br />0.00 n <br />' <br />28.7508 <br />a 1,014.88 Ibs <br />' <br />28.7501t <br />= 0.00 ibs <br />are user defined <br />3.0_ Tin <br />0.000 <br />2.00 <br />=M Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Neiling is 8d at 6 in @ Edges, 8d at 12 in @ Field <br />Applied Shear = '5.3#/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 8,119.Oft-#, Resisting Moment = 23,975.04. End Uplift = O.00Ibs <br />Max. Soil Pressures: @ Left = 330.8psf, @ Right = 238.6psf <br />Sill Bolling: 1/2" Bolts @ 48.00in, 518" Bolts @ 48.001n, 314" Bolls @ 48.00in <br />