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Title: 1 <br />Job # <br />Dognr, Date: <br />Description: <br />Scope: <br />r° U, RW.0802t4e, Vw& a 0,1.Wc200] <br />Plywood Shear Wall 8r Footing -_— <br />Iqt 983 2W3 ENERCAIC E"e-�w,ne Boavw� <br />xss awPcaage r <br />Description 11 <br />General Information <br />Code Ref: 1997/2001 NDS, 2000/20031BC, 2003 NFPA 5000. Base allowable& are user defined <br /># Plywood Layers 1 <br />Wall Length <br />22.500 11 — — — — — r:nd Post Dimem,on <br />3.00 In <br />Plywood Grade trade C-0 <br />Well Height <br />8.000 It Seismic Factor <br />0 000 <br />Nall Size Bit <br />Wall Weight <br />7.000 psf Nominal Sill Thick. <br />2.00 <br />Thickness 7116" <br />Ht I Length <br />0.356 <br />Stud Spacing 16.00 In <br />Lo da s <br />— <br />--� <br />Vertical Loads... <br />Overburden Load over Footing <br />0.00 psf <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 />0.00 1t <br />Uniform Load # 1 87.50 #111 <br />0.00 it to 22.50 it <br />Uniform Load # 2 0.00 #/It <br />0.00 It to 0.00 11 <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />123.50 #,it <br />22.50011 = 2.778 75 Ibs <br />Uniform Shear @ Top of Wall <br />0.00 #ill <br />22.500 it - 0,00 Ibs <br />Strut Face Applied @ Top of Wall <br />0.00 Ibs <br />Strut Force Applied @ Top of Wall <br />0.00 Ibs <br />Moment Applied @ Top of Wall <br />0.00 1114 <br />Tma= J 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 = 123.5#/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning = 22,230.Oa-#, Resisting Moment = 36,323.04, End Uplift = O.00ibs <br />Max. Soil Pressures: @ Left = 585.Opsf, @ Right = 585.Opsf <br />Sill Bolting: 112" Bolls @ 48.001n, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in <br />