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

Title Osgnr: Description Scope: Plywood Shear Wall & Footing G2 General Information t ooe ner, tannci N Plywood Layers 1 Wall Length Plywood Grade Grade C-D Wall Height Nail Size Oil Wall Weight Thickness 7116' HI / Length Stud Spacing 16.00 In Loads Vertical Loads... Point Load # 1 0.00 Ibs Point Load # 2 0.00 Ibs Point Load # 3 0.00 Ibs Uniform Load # 1 000 #rft Uniform Load # 2 0.00 #Ift Lateral Loads... Uniform Shear @ Top of Wall Uniform Shear @ Top of Wall Strut Force Applied Q Top of Wall Strut Force Applied Q Top of Wall Moment Applied @ Top of Wall NOS, 6.000 if 7.000 psf 3.200 Job # Date: Pane 1 NFPA 5000. Base allowables are user End Post Dimension 3.00 Ir Seismic Factor 0.000 Nominal SIII Thick, 2.00 Overburden Load over Footing at 0.00 it at 0.00 ft at 0.00 ft 0.00 6 to 0.00 f1 0.00 if to 0.00 ft 96.20 Will 2.500 it 240.50 Ibs 0.00 #/a 2.500 it = 0.00 Ibs 0.00 Ibs 0.00 Ibs 0.00 li lmary Overturning Ratio < 1.01 Wall Summary... Using 7/16" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 96.2#/ft, Capacity = 260.000#/fl -> OK Wall Ovenuming = 1,924.0ft-#, Resisting Moment = 175.0144, End Uplift = 699.60lbs Max. Soil Pressures: @ Left = O.Opsf, @ Right = O.Opsf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.001n, 3/4" Bolts @ 48.00in m Hold Down Options )ices for LEFT Side of Wall to HD2A, Capacity = 2565lbs H02, Capacity = 2595lbs PHD2, Capacity = 3610lbs H05A, Capacity - 3095lbs Choices for RIGHT Side of Wall I01 HD2A, Capacity = 2565lbs HD2, Capacity = 2595lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 3095lbs