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Title : <br />Dsgnr: <br />Description <br />Scope: <br />ey�ssa�o.�m _ Plywood Shear Wall & Footing <br />Date: <br />Job A <br />1 <br />—e - - <br />lode Rat: 11IR50I NDS, 2000120031 BC, 2003 NFPA 5000. Base allowable$ are user dernod <br />General Information <br />ass <br />1 <br />Wall Length <br />6.g00 a End Post u <br /># Plywood Layers <br />Plywood Grade Grade C•D <br />Wall Height <br />Seismic Factor <br />6.000 h Nominal $III Thick. <br />0.000 <br />2.00 <br />Nall Size ad <br />Wall Weight <br />7.000 per <br />Thickness 7N6• <br />Hll Length <br />1.333 <br />Stud Spacing 16.O0 In <br />�Loade <br />— <br />Overburden Load over Fooling <br />0 OD psf <br />vertical Loads... <br />Point Load # 1 0.00 Iles <br />Point <br />at <br />0.00 h <br />Point Load # 2 0.00 Ibs <br />at <br />0.00 I1 <br />0.00 It <br />Point Load # 3 0.00 Ibs <br />at <br />Uniform Load # 1 150.00 1#h <br />0.00 h <br />0.0011 <br />In 6.00 ft <br />to 6.00 It <br />Uniform Load # 2 56.00 #M <br />Lateral Loads... <br />Uniform Shear 8 Top of Wail <br />167.20 #rft <br />6.00OIt = 1,003.20 Has <br />M00 tbs <br />Uniform Shear @ Top of V.JII <br />0.00 #Ift <br />6.O0ofI - <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Strut Force Applied a Top or Wall <br />0.00 Ibs <br />Moment Applied C Top of Wall <br />0.00 BAr <br />tmary - overturning Ratio < 1.01 <br />Wall Summary... <br />Using 7116" Thick Grade C-C) on 1 sidels, Nailing is 8d at 6 in @ Edges, Bid at 12 in C Field <br />Applied Shear = 167.2#/h, Capacity = 260.000#Ifl -> OK <br />Wall Overturning = 8,025.6ft-#, Resisting Moment = 4,716.08-#, End Uplift = 551.60lbs <br />Max. Soli Pressures: @ Left = 0.0psf, @ Right = O.Opsf <br />SIII Bolling: 112" Bolts @ 48.00in, 518" Bolts @ 48.00in, 314" Bolls @ 48.00in <br />Simpson Hold Down options <br />Choices for LEFT Side of Wall to Footing..... <br />No Uplift, None Required <br />sa for RIGHT Side of Wall to <br />No Uplift, None Required <br />