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( <br />Title : IJob <br /># <br />Dsgnr: Date: <br />Description <br />Scope: <br />uwaWaslVrea0.1-0K 7003 <br />Plywood Shear Wall & Footing <br />Page 1 <br />(e)f ae3-i003 ENERCaLLC Ergnramp 60" m <br />:55 ";v. Cak,/egre <br />Description E10 <br />I.. General Information <br />Code Ref: 199701 Nos, 2000120031BC, 2003 NFPA 5000. ease allowables are user defined <br />/20 <br /># Plywood Layers 1 <br />Wall Length <br />.5.100 It End Post Dimension <br />3.00 in <br />Plywood Grade Grade C-D <br />Wall Height <br />8.000 it Seismic Factor <br />o,ggg <br />Nall Size Bd <br />Wall Weight <br />7.000 pst Nominal Sill Thick. <br />2.00 <br />Thickness 7/16' <br />Ht/Length <br />1.569 <br />Stud Spacing 16.00 In <br />Loads <br />Vertical Loads... <br />Overburden Load over Footing <br />0.00 Pat <br />Point Load # 1 0.00 HIS <br />at <br />0.00 it <br />Point Load # 2 0.00 Ibs <br />at <br />0.00 it <br />Point Load # 3 0.00 Ibs <br />at <br />0.00 It <br />Uniform Load # 1 150.00 #M <br />0.00 it to 5.10 It <br />Uniform Load # 2 56.00 #/it <br />0.00 it to 5.10 It <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />167.20 #/it <br />5.10o ft = 852.72 Ibs <br />Uniform Shear @ Top of Wall <br />0.00 #lit <br />5.10oft = 0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Strut Force Applied @ Top of Wail <br />0.00 Ibs <br />Moment Applied @ Top of Wall <br />0.00 ft-# <br />7marysessessessaij Overturning Ratio < 1.0 <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#/fl, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 6,821.8ft-#, Resisting Moment - 3,407.3ft-#, End Uplift - 669.50lbs <br />Max. Soil Pressures: @ Left = O.Opsf, @ Right = O.Opsf <br />Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.001n, 3/4" Bolts @ 48.00in <br />Aces for LEFT Side of Wall 10 Fooling..... <br />No UoliR, None Required <br />Choices for RIGHT Side of Wall to Fooling..... <br />No Uplift, None Required <br />