Laserfiche WebLink
Title: l Job II <br />Dsgnr: Date: <br />Description: <br />Scope: <br />i-nn —rose.------ ---------. - - —'---- <br />Wn M-DIC2146 wseo.14:w2ab3 Plywood Shear Wall & Footing pBQB 1 <br />(01993-M ENERCNn C Eroww" SOII _ - 2ssa cYftmiw <br />General Information <br />Code Ref: 199712D01 NOS. 200012D03 IBC, 2003 NFPA 5060. Base allowable$ are user dorm <br />e Plywood Layers 1 <br />Wall Length 7.92011 n osl Dimension 3.D0 in <br />Plywood Grade Grade C•D <br />Wall Height 8.000 If Seismic Factor 0,000 <br />Nail Size 8d <br />Wall Weight 7.000 psl Nominal Sill Thick. 2.00 <br />Thickness 7116- <br />HI I Length 1.010 <br />Stud Spacing 16,00 in <br />Vertical Loads... <br />Overburden Load over Footing 0.00 psf <br />Point Load p 1 0.00 Ibs <br />at 0.00 1t <br />Point Load a 2 0.00 Ibs <br />at 0.00 1t <br />Point Load 1113 0.00 Ibs <br />at 0.00 it <br />Unllorm Load p 1 150.00 #Rt <br />0.00 1t to 7.92 It <br />Uniform Load is 2 0.00 0111 <br />0.00 1t to 0.00 It <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />30.60 #M 7.9201t = 242.35 Ibs <br />Uniform Shear @ Top of Wall <br />O.Do #In 7.926 it = 0.DO Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 the <br />Strut Force Applied @ Top of Wali <br />0.00 Ib$ <br />Moment Applied @ Top of Wall <br />0.00 it-e <br />Summary <br />ast_$ <br />Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D or; 1 side/s, Nailing Is 8d at 6 in @ Edges, 8d at 12 in @ Field <br />Applied Shear = 30.60/ft, Caoa,.i:y = 260.000#/ft -> OK <br />Wall Overturning = 1,938.8ft-#, <br />Rasisting Moment = 6,460.8ft-#, End Uplift = O.00Ibs <br />Max. Soil Pressures: @ Left <br />= 559.9psf, @ Right = 559.6psf <br />Sill Bolting: 1/2" Bolts @ 48.001n, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in <br />