Laserfiche WebLink
A-W-U6003. —--- _-___ <br />UW KWoW2W Vv 5001-D"c2]N <br />Icltaa1200] ENENdgID Erqw"nrp $o!Iwr� <br />Description E8 <br />Title : <br />Dsgnr: <br />Description <br />Scope : <br />Plywood Shear Wall & Footing <br />Date: <br />Job 11 <br />_. Page 1 <br />255w C&1.181an <br />General Information <br />Code Ref: 1997/2001 NDS, 20DO120031BC, 2003 NFPA 5000. Base allowables aro user donned' <br />a Plywood Layers 1 <br />Well Length <br />5.100 n <br />n Post Dimension <br />3.D0 n <br />Plywood Grade Grade C-D <br />Well Height <br />8.0D0 n <br />Seismic Factor <br />DoDo <br />Nail Size 6d <br />Wall Weight <br />7.oD0 pal <br />Nominal SIII Thick. <br />2.00 <br />Thickness 7116' <br />HI l Length <br />1.569 <br />Stud Spacing 16.00 in <br />Loads <br />n <br />Vertical Loads... <br />Overburden <br />Load over Footing <br />0.D0 psf <br />Point Load # 1 0.00 Ibs <br />at <br />000 ft <br />Point Load # 2 0.00 Ibs <br />at <br />0.00 ft <br />Point Load a 3 0.00 Ibs <br />nl <br />0.00 ft <br />Uniform Load # 1 150.00 #111 <br />0.00 ft <br />to <br />5.10 ft <br />Uniform Load a 2 56.00 #91 <br />0.00 It <br />to <br />5..0 <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />167.20 #lit <br />5.101, ft <br />= 852.72 Ibs <br />Unlfo" Shear @ Top of Wall <br />0.00 si <br />5.100 ft <br />= 0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.D0 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 Ibis <br />Moment Applied @ Top of Wall <br />0.00 n-# <br />=Z Overturning Ratio < 1.01 <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 @ Field <br />Applied Shear = 167.2#/R, Capacity = 260.000#/R -> OK <br />Wall Overtuming = 6,821.8114, Resisting Moment = 3,407.3R-#, End Uplift = 669.50lbs <br />Marc. Soil Pressures: @ Left = 0.0psf, @ Right = O.Opsf <br />SIII Bolting: 1/2" Bolts @ 48.001n, 518" 9olts @ 48.00in, 3/4" Bolts @ 48.00in <br />Dson Hold Down Options <br />as <br />Choices for LEFT Side of wan to <br />No Uplift, None Required <br />Ices for RIGHT Side of Wail to Foe <br />No Uplift, Nonn Required <br />