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Title : ( ' Job # <br />Dsgnr. Dote: <br />Description: <br />Scope: <br />rU <br />u..,cwasozNERCALCEramwv-zow Plywood Shear Wall 8r FootingPie 1 <br />(Ci1enD-700.7 ENERCALC Ergnrwxe Bdrwr� � 735.twcsw►.,an. <br />General Information Code Ref: 1997/2101 NDS, 2000/2003 ISC, 2003 NFPA 5000. Base allowabies are user defined <br /># Plywood Layers 1 Wall Length 4.200 it End Post Dimension <br />3.00 in <br />Plywood Grade Grade C-0 Wall Height 8.000 it Seismic Factor <br />0.000 <br />Nall Size 8d Well Weight 7.000 psf Nominal Sill Thick. <br />2.00 <br />Thickness 7116" Ht I Length 1.905 <br />Stud Spacing 16.00 in <br />Loads - _ ---- - ----- <br />—} <br />Vertical Loads... Overburden Load over Fooling <br />0.00 pat <br />Point Load # 1 0.00 Iba at 6.00 ft <br />Point Load # 2 0.00 Ibs at 0.00 it <br />Point Load # 3 0.00 Ibs at 0.00 f l <br />Uniform Load # 1 150.00 #,1t 0.00 it to 4.20 it <br />Uniform Load # 2 0.00 ##t 0.00 ft to 0.00 it <br />Lateral Loads... <br />Uniform Shear @ Top of Wall 40.00 Will 4.200 H = 166.00 Ibs <br />Uniform Shear @ Top of Wall 0.00 #/It 4.200 it 0.00 Ibs <br />Strut Force Applied @ Top of Wall 0.00 Ibs <br />Strut Force Applied @ Top of Wall 0.00 Ibs <br />Moment Applied @ Top of Well 0.00 0-# <br />Summary <br />Design OK <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 = 40.0#/R, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 1,344.Of1-#, Resisting Moment = 1,816.9ft-#, End Uplift = O.00Ibs <br />Max. Soil Pressures: @ Left = 914.8Fsf, @ Right = 914.8psf <br />Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolls @ 48.00in, 3/4" Bolts @ 48.00in <br />