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l Title : Job # <br />Osgnr: Dale: <br />Description <br />Scope: <br />-U Mr I(W-0aM-06071M. Vw S Plywood Shear Wall & Footing „ -1� <br />I e. 1-DK 7aW <br />Icn6e}2pe] ENERCALG Eno-roer"w alAMn <br />Description D5 <br />General Information <br />Code Ref: 1997/20o1 NDS, 200=003 IBC, 2003 NFPA 5000. Base allowables ate user defined <br /># Plywood Layers 1 <br />Wall Length <br />3.330 ft <br />End roaMmmemnsrn <br />3.00 in <br />Plywood Grade Grade C-O <br />Wall H4ight <br />9.0DO ft <br />Seismic Factor <br />g,D00 <br />Nall Size 6d <br />Wall Weight <br />7.000 psi <br />Nominal SIII Thick. <br />2.00 <br />Thickness 7t16' <br />Ht/Length <br />2.402 <br />Stud Spacing 16.00 in <br />Loads <br />Vertical Loads... <br />Overburden Load over Footing <br />0.1 J pal <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 />0.0011 <br />Uniform Load # 1 150.00 #/it <br />O.DO ft <br />to <br />3.33 It <br />Uniform Load # 2 0.00 #/it <br />0.DO ft <br />to <br />0.00 it <br />Lateral Loads... <br />Uniform Shear ,(� Top of Wall <br />30.00 #ffl <br />3.330 ft <br />• 101.90 Ibs <br />Uniform Shear QA Top of Wall <br />0.00 #M <br />3.330 ft <br />- 0.00 Ibs <br />Strut Force Applied C Top of Wall <br />0.00 Has <br />Strut Force Applied ® Top of Wall <br />O.OJ ibs <br />Moment Applied Q Top of Wall <br />0.00 0-011 <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. Rd at 12 in @ Field <br />Applied Shear = 30.6#/ft, Capacity = 260.000#/ft -> OK <br />Wall Overturning - 815.2ft-#, Resisting Moment = 1,142.2ft-#, End Uplift = 0.00Ibs <br />Max. Soil Pressures: @ Left = 885.1 psf, @ Right = 885.1 psf <br />SIII Bolling: 1/2" Bolts @ 48.001n, 5/8" Bolts @ 48.001n, 3/4" Bolts @ 48.00in <br />