Laserfiche WebLink
CTitle <br />: <br />Job e <br />Dsgnr. Date: <br />Description: <br />Scope: <br />U . KW062+.6 580. t.b.�-2ee3 <br />Plywood Shear Wall & Footing <br />�a.�.,,�,� <br />tclt Pea-2003 LNENC�LC Enelnn" 9&" <br />Description C1 <br />General Information <br />Code Rol: 1997/2001 NOS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabks are user defined <br />p Plywood Layers <br />1 <br />Well Length 30.300 it End Post Mmension <br />3.00 in <br />Plywood Grade <br />Grade C•D <br />Wall Height 8,000 it Seismic Factor <br />0.000 <br />Nail Size <br />ad <br />Wall Weight 7.000 psf Nominal Sill Thick. <br />2.00 <br />Thickness <br />7/18' <br />Ht / Length 0,267 <br />Stud Sparing <br />16.00 in <br />Loads <br />—A <br />Vertical Loads... <br />Point Load If 1 0.00 the <br />Point Load a 2 0,00 Ibs <br />Point Load a 3 0.00 Ibs <br />Uniform Load d 1 0.00 p/fl <br />Uniform Load e 2 0.00 Illnt <br />Lateral Loads... <br />Uniform Shear @ Top or Wall <br />Uniform Shear @ Top or Wall <br />Strut Force Applied @ Tnp of Wall <br />Strut Force Applied @ Top of Wall <br />Moment Applied @ Top of Wall <br />at <br />at <br />at <br />, 7.30 N/h <br />0.00 a/it <br />0.00 Ibs <br />0.00 Ibs <br />0.00 it-# <br />Overburden Load over Footing <br />0.00 it <br />0.00 it <br />0.00 it <br />0.00 it to 0.00 it <br />0.00 it to 0,00 it <br />30.000 ft 2,319.00 Nis <br />30.000 it 0.00 Ibs <br />7rnary Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in @ Edges, lid at 12 in @ Field <br />Applied Shear = 77.3N/0, Capacity = 260.000N/fl -> OK <br />Well Overturning = 18,552.0N-i!, Resisting Moment = 25,200.0fl-111, End Uplift = 0.00lbs <br />Max. Soil Pressures: @ Left = 340.1 psf, @ Right = 340.1 psf <br />Sill Bolting: 1/2" Bolts @ 48 00in, 5/8" Bolts @ 48.00In, 3/4" Bolts @ 48.00in <br />