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

Title : Job N Dsgnr: Date: Description Scope: r5e0.,-orr.7= Plywood Shear Wall & Footing - Page 1 LC Enan wwV Soft � 255 R cW0AM,or, Description 12 General Information Code Ref: 199712001 NOS, # Plywood Layers 1 Wall Length 2.500 ft End Post Dimensk Plywood Grade Grade C-D Wall Height 8.ODO ft Seismic Factor Nall Size Sd Wall Weight 7.000 psf Nominal Sill Thick. Thickness 7/16" Ht / Length 3.2DO Stud Spacing 16.00 In Loads Vertical Loads... Overburden Load over Footing Point Load # 1 0.00 Ibs at 0.00 It Point Load a 2 0.DO Ibs at 0.00 ft Point Load s 3 0.00 Ibs at 0.00 ft Uniform Load # 1 87.50 11/11 0.00 ft to 2 50 ft Uniform Load a 2 0.00 #MI O.C3 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 123.50 #It 2.500111 - 308.75 Ibs Uniform Shear @ Top of Wall 0.00 #Ml 2.500ft - 0.00 Ibs Strut Force Applied Qq Top of Wall 0.00 Ibs Strut Force Applied Q Top of Wall 0.00 Ibs Moment Applied ® Top of Wall O.DO 114 are user 0.0D0 2.00 Overturning Ratio < 1.0 1 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 = 123.5#/R, Capacity a 260.000#/ft -> OK Wall Overturning = 2,470.0ft-110, Resisting Moment = 448.04, End Uplift = 808.63lbs Max. Soil Pressures: @ Left = O.Opsf, @ Right = O.Opsf Sill Bolling: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... HD2A, Capacity - 2565lbs HD2, Capacity = 2595lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 3095lbs HD2A, Capacity = 2565lbs HD2, Capacity = 2595lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 3095lbs