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Title : <br />Dsgnr. <br />Description <br />Scope: <br />Plywood Shear Wall & Footl <br />Description E3 <br />Date: <br />Job # <br />1 <br />rt3eneraI Information <br />Code Ref 49712DO I NDS, 2000/200316C, 2003 NFPA 5000. base allowables are user defined <br /># Plywood layers 1 <br />Wjll Length <br />5.670 ft End Post Dimension <br />3.00 in <br />Plywood Grade Grade C. i <br />Wall Height <br />8.000 ft Seismic Factor <br />0.000 <br />Nell Size Sd <br />Wall Weight <br />7.000 psi Nominal Sill Thick. <br />2.00 <br />Thickness 7/16' <br />HI/Length <br />1.411 <br />Stud Spacing 16.00 in <br />Loads <br />Vertical Loads... <br />Overburden Load over Footing <br />0.00 psi <br />Point Load # 1 0.00 Ibs <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 />0.000 <br />Uniform Load # 1 150.00 #At <br />0 00 ft <br />to 5.67 It <br />Uniform Load # 2 0.00 #/it <br />0.00 it <br />to 0.00 it <br />Lateral Loads... <br />Uniform Shear ®,i Top of Wall <br />40.00 Wfl <br />5.673n = 226.80 Ibs <br />Uniform Shear ® Top of Wall <br />0.00 #Al <br />S.6700 - 0.00 Ibs <br />Strut Force Applied Top of Wall <br />0.00 Ibs <br />Strut Force Applied Top of Wall <br />MOD Ibs <br />Moment Applied C Top of Well <br />0,00 a -a <br />Design OK <br />Wall Summary... <br />Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 11 @ Edges, 8d at 12 in @ Field <br />Applied Shear = 40.0#/1t, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 1,814.4f1-#, Resisting Moment = 3,311.3f1-#, End Uplift = 0.00lbs <br />Max. Soil Pressures: @ Left = 733.3psf, @ Right = 733.3psf <br />Sill Bolling: 1/2" Bolts @ 48.001n, 518" Botts @ 48.00in, 314" Bolts @ 48.00in <br />