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Title : 1 <br />Job # <br />Dsgnr: Dale: <br />Description <br />Scope: <br />e: aN <br />Plywood Shear Wall & Footing <br />P' eat 1 <br />Icna&]•700]ENENCALC Erp"wrxp BtMww <br />,�, <br />Description J2 <br />General Information <br />Code Ref: 19972001 NDS, 20Dp2D03 IBC, 2003 NFPA 5000. Base allowable& are user defined <br /># Plywood Layers 1 <br />Wall Length <br />2.500 It End Post Dimension <br />3.00 in <br />Plywood Grade Grr i C-D <br />Wall Haight <br />8.000 if Seismic Factor <br />O,DOO <br />Nail Size 8d <br />Well Weight <br />7.000 psi Nominal SIII Thick. <br />2.00 <br />Tt.lckness 716- <br />Ht 1 Length <br />3.200 <br />Stud Spacing 16.00 In <br />Loads -- - — <br />- -- — -- <br />— I <br />Vertical Loads... <br />Overburden Load over Footing <br />0.00 psi <br />Point Load # 1 0.00 Ibs <br />at <br />0.00 ft <br />Point Load # 2 0.00 Ibs <br />at <br />0.00 ft <br />Point Load # 3 0.00 Ibs <br />at <br />0.00 ft <br />Uniform Load If 1 000 #tft <br />0.00 ft to 0.00 ft <br />Uniform Load # 2 0.00 #ift <br />0.00 It to 0.00 ft <br />Lateral Loads... <br />Uniform Shear @ Top of Wall <br />96.20 #/ t <br />2.5DO It - 240.50 Ibs <br />Uniform Shear @ Tap of Nall <br />O.DO #Ift <br />2.500 ft - 0.00 Ibs <br />Strut Force Applied Q Top of Wall <br />0.00 Ibs <br />Strut Force Applied Q Top of Well <br />0.00 Ilee <br />Moment Applied C Top of Well <br />Moo 114 <br />7mary Overturning Ratio < 1.0 1 <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 = 96.24/ft, Capacity = 260.000#11t -> OK <br />Wall Overturning = 1,924.01014, Resisting Moment = 175.Oft-#, End Uplift = 699.60lbs <br />Max. Soil Pressures: Q Left = O.Opsf, @ Right = O.Opsf <br />Sill Bolting: 1/2" Bolts aQ 48.00In, 5/8" Bolts @ 48.00In, 3/4" Bolts @ 48.00in <br />Hold Down Options _ .- <br />Choices for LEFT Side of Wall to Footing..... <br />HD2A, Capacity = 2565lbs <br />HD2, Capacity = 2595lbs <br />PHD2, Capacity = 3610lbs <br />HDSA, Capacity = 3095lbs <br />Des for RIGHT Side of Wall to I <br />HD2A, Capacity = 2565lbs <br />HD2, Capacity = 25951bs <br />PHD2, Capacity = 36101bs <br />HDSA, Capacity = 30951bs <br />