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Wall ID: <br />Assumptions <br />•Allowable Stress Design <br />•Load Combos: D + 0.6W <br />D + 0.75(0.6W) + 0.75Lr <br />(1.0 + 0.14SDS)D + 0.7E <br />0.6D + 0.6W <br />(0.6 - 0.14SDS)D + 0.7E <br />Vertical Loads <br />w: plf a: ft <br />wp:plf b: ft <br />P1:lb c: ft <br />P2:lb d: ft <br />P3:lb e:ft <br />wwall:psf <br />Lateral Loads <br />VE:lb VW:lb <br />SDS:g <br />Wall Dimensions <br />Wall Length, L:ft <br />Floor-to-Roof Height, h: ft <br />Roof Framing Height, f: ft <br />Nominal wall width: Curb height: in <br />Plywood/OSB Sheathing <br />Sheathing Layers:0.7vE:plf 15/32" Sheathing Panels <br />Sheathing Grade:0.6vW :plf One side of wall <br />Sheathing Thickness:vallowable:plf (seismic) OK Edge Nails: 8d @ 6'' OC <br />Minimum Nail Size:vallowable:plf (wind) OK Field Nails: 8d @ 12'' OC <br />Wall Aspect Ratio: < 2:1, OK <br />Check Bundled Studs or Posts at Wall Ends for Compression <br />Size, Species, & Grade: <br />Unbraced Height & Slenderness Ratio: <br />Load Case: <br />Axial Load, Pa: <br />Axial Stress, fc: <br />Allowable Stress, F'c: <br />Check Axial: <br />Allowable Bearing, F'cp: <br />Check Sill Crushing: <br />Check Holdowns at Each Wall End <br />Member & Thickness at Holdown: <br />Holdown & Capacity: <br />Load Case: <br />Uplift, Ta: <br />Check Uplift: <br />One-Story Wood Shear Wall Design <br />West Wall <br />D Lr <br />15 20 0 <br />0 0 8 <br />0 0 0 <br />0 0 0 <br />0 0 0 <br />17 <br />1996 1996 <br />1.022 <br />8 <br />10 <br />1 <br />4x 0 <br />One side of wall 175 <br />Sheathing 150 <br />260 <br />8d 365 <br />15/32" <br />1.1:1 <br />4x4 DF-L #2 4x4 DF-L #2 <br />Left Post Right Post <br />Seismic Wind Seismic Wind <br />8.625 ft 30 < 50 OK 8.625 ft 30 < 50 OK <br />625 psi 625 psi 625 psi 625 psi <br />625 > 143 OK 625 > 122 OK 625 > 143 OK 625 > 122 OK <br />518 psi 518 psi 518 psi 518 psi <br />518 > 143 OK 518 > 122 OK 518 > 143 OK 518 > 122 OK <br />1,747 lb 1,497 lb 1,747 lb 1,497 lb <br />143 psi 122 psi 143 psi 122 psi <br />1,439 lb 1,094 lb 1,439 lb 1,094 lb <br />OK OK OK OK <br />HDU2-SDS2.5 3,075 lb HDU2-SDS2.5 3,075 lb <br />Seismic Wind Seismic Wind <br />Left Holdown Right Holdown <br />4x4 b = 3.5 in 4x4 b = 3.5 in <br />1927 & 1929 S <br />Hickory St2/12/2025