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

I Title : Job 8 Dsgnr: Data: Description Scope: !evraao. t.esc.2003 Plywood Shear Wall & Footing _ _ 75r,c,.Pa0, e p General Information Code Ref: 1997/2D01 NDS, 20002 003 U—.. 0003 NFPA 5000. Base allowables are user defined # Plywood Layers i Wall Length 2.5W ft n Post Dimension Seismic Factor 3.00 n 0.0D0 Plywood Grade Grade C-D Sd Wall Height Wall Weight 8.000 ft 7.000 pst Nominal Sill Thick. 2.00 Nall Size Thickness 7/16' HI I Length 3.200 Stud Spacing 16.00 in ------------ Loads _ — ---- vertical Loads... Overburden Load over Footing 0' Pat Point Load # 1 0.00 Ibs at 0.00 ft Point Load a 2 0.00 Ibs at 0.00 it Point Load a 3 0.00 Ibs at 0.00 ft Uniform Load # 1 87.50 #tit 0.00 it to 2.50 it Uniform Load If 2 0.00 alit 0.00 it to 0.00 If Lateral Loads... Uniform Shear Q Top of Wall 123.50 #/It 2.500 ft 308.75 Ibs Uniform Shear 0 Top of Wall 0.00 #111 2.500 it 0.00 Ibs Strut Force Applied Q Tap of Wall 0.00 Ibs Strut Force Applied Q Top of Wall 0.00 Ibs Moment Applied @ Top of Wall 0.00 it-# Overturning Ratio < 1.0 1 Wall Summary... Using 7116" Thick Grade C-D on 1 side/s, Nailing is 8d at 6 In @ Edges, 8d at 12 in @ Field Applies Shear = 123.5#/ft, Capacity = 260.000#/11 -> OK Wall Ovenuming = 2.470.0ft-#, Resisting Moment = 448.41114, End Uplift = 808.63lbs Max. Soil Pressures: @ Left = O.Opsf, @ Right = O.Opsf Sill Boiling: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 314" Bolls @ 48.00in Simpson Hold Down Options Choices for LEFT Side of Wall to HD2A, Capacity = 2565lbs HD2, Capacity = 2595lbs PH02, Capacity = 36101bs HD5A, Capacity = 3095lbs I :es for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2565lbs HD2, Capacity = 2595lbs PHD2, Capacity - 36101bs HD5A, Capacity = 3095lbs