704 90TH ST SW 2018-01-02 MF Import

( Title : Job # Dsgnr. Dar Description Scope: Shear Wall & Footing Page 1 I55 ec. C"k"ieuom General Information Code Ref: 19972001 NDS, 20DWO03 IBC, 2003 NFPA 5000, Base allowable= are us, # Plywood Layers 1 Wall Length 17.580 It End Post imension 3.00 Plywood Grade Grade C-D Wall Height 8.000 It Seismic Factor 0,000 Nall Size ad Wail Weight 7.0D0 psi Nominal SIII Thick. 2.00 Thickness 7116' HI 1 Length 0.455 Stud Spacing 16.00 In ---- venrcar Loaas... Overburden Load over Footing Point Load # 1 0.0„ Ibs at 0.00 It Point Load # 2 0.00 Ibs at 0.00 it Point Load # 3 0.00 Ibs at 0.00 fl Uniform Load # 1 0.00 #111 0.00 ft to 0.00 It Uniform Load # 2 0.00 #/it 0.00 It to 0.00 It Lateral Loads... Uniform Shear @ Top of Wall 96.20 W7t 17.580 It - 1,691,20 be Uniform Shear C Top of Wall 0.00 #/ft 17.580ft - 0.D0 Ibs Strut Force Applied @ Top of Wall 0.00 Ibs Strut Force Applied ® Top of Wall 020 Ibs Moment Applied ® Top of Wall 0.00 n-# Wall Summary... 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 Applied Shear = 96.2#/ft, Capacity = 260.000#/ft -> OK Wall Overturning - 13,529.6ft-#, Resisting Moment = 8,653.611-#, End Uplift = 277.36lbs Max. Soil Pressures: Q Left = 525.5psf, Q Right = 525.5psf SIII Bolling: 112" Bolts Q 48.00in, 518" Bolts Q 48.00in, 3/4" Bolls @ 48.001n Hold Down Dices for LEFT Site of Wall to HD2A, Capacity = 2565lbs HD2, Capacity = 25951bs PHD2, Capacity = 3610lbs HD5A, Capacity = 3095lbs xs for RIGHT Side of Wall to I HD2A, Capacity = 2565lbs HD2, Capacity = 25951bs PHD2, Capacity = 3610lbs HD5A, Capacity = 3095lbs Design OK