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Title : <br />Job 0 <br />Dsgnr: Dale: <br />Description <br />Scope: <br />Ra+ KW o <br />+6 t.D+c.7W] <br />U+er e-2003 <br />V <br />PI wood Shear Wall 8 Footin 9 <br />Page 1 <br />Cn C <br />C <br />yell BB1�]N]CNf RC�LC Crp.rw,na 6dnnn <br />/ <br />755 rw Ceiwinmru <br />Description E6 <br />General Information <br />Code Ref: 199712001 Nos, 20DW2003 IBC, 2005 NFPA SM. Base allowable+ are user define <br /># Plywood Layers 1 <br />Wall Length <br />5.580 8 End Postmansion <br />370 n <br />Plywood Grade Grade C•D <br />Wall Height <br />8.000 if Seismic Factor <br />0,000 <br />Nall Size 8d <br />Wall Weight <br />7.000 psf Nominal SIII Thick. <br />2.00 <br />Thickness 7/16' <br />Ht / Length <br />1.434 <br />Stud Spacing 16.00 In <br />------ ------------- <br />Loads <br />Vertical Loads... <br />Overburden Load over Footing <br />0.0opsf <br />Point Load # 1 0.00 Ibe <br />at 0.00 ft <br />Point Load # 2 0.00 Ibs <br />at 0.00 h <br />Point Load # 3 0.00 Ibs <br />at 0.00 If <br />Uniform Load # 1 150 GJ #/N <br />0.00 ft <br />to 5.58 ft <br />Uniform Load # 2 0.00 #/ t <br />0.00 ft <br />to 0.00 It <br />Lateral Loads.. <br />Uniform Shea, @ Top of Wall <br />40.00 #fit <br />5,580 ft = 223.20 Ibs <br />Uniform Shear @ Top of Well <br />0.00 #/a <br />5.5008 = 0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Strut Force Applied ® Top of Wall <br />0.00 Ibs <br />Moment Applied Q Top of Wall <br />0.00 ft•# <br />ua�as <br />Summary <br />---- <br />----- <br />- —_ <br />Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in Q Edges, 8d at 12 in Q Field <br />Applied Shear = 40.0#/fl, Capacity = 260.000#/ft -> OK <br />Well Overturning = 1,785.04, Resisting Moment = 3,207.Oft-#, End Uplift = O.00Ibs <br />Max. Soil Pressures: Q Left = 740.1 psi, Q Right = 740.1 psf <br />Sill Bolting: 1/2" Bolts Q 48.00in, 518" Bolts Q 48.00in, 3/4" Bolts Q 48.00in <br />