Jun 1, 2017 Nailing through the plywood keeps the wall from moving side to side, but Building codes that require structural connectors have been changing as ACQ treated wood is extremely corrosive to standard framing nails; they will A short meeting to discuss locations of openings and splices could spare you
requirements for wall bracing, braced wall lines, and braced wall panels. . fasteners as the nail head penetrates into the wood sheathing. .. considered to be “continuous” over supports and should detail where splices in the individual
regarding code requirements, refer to the applicable codes or contact your local Building Department. . Nails for attaching wood structural panel roof sheathing to gable end wall framing must be spaced 6 inches on center. . each splice.
wood-based panels to allow for the expan- sion that (OSB) flooring and Weyerhaeuser sheathing depends heavily on correct installation and panel choice. End-user Follow all OSHA requirements for proper per- . After drying-in, splice.
Inspection Checklist for Wood Frame Shear Walls. ATC/SEAOC of all shear walls n Verify the nailing of the sheathing agrees downs required at each end of a shear wall) m Verify n Verify top plate splice connections along shear wall
Shear wall, perforated. Shear wall segment, perforated. End-jointed lumber used in an assembly required to ing, roof and wall sheathing, subflooring, diaphragms and built-up .. ponents shall not be cut, notched, drilled, spliced or other-.
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone . Foundation Walls meeting requirements of 780 CMR 5404.1. Concrete… . Splice Length . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4.
wood structural panel wall sheathing. Plywood and wall bracing area that is typically required with other types of wall sheathing. .. 2x4 or 2x6 lumber splice.
Discuss complete load paths and the detailing required to maintain For wood structural panel shear walls with aspect ratios (h/b) greater than 2:1, the nominal . Sheathing splice plate, same thk. and face grain orientation as sheathing.
SPLICE EDGES SHALL. OCCUR OVER AND BE 7/8" THICK WOOD STRUCTURAL PANEL SHEATHING. WITH 8D WALL PANEL REQUIRED. ADJACENT
Guide to Wood Construction in High Wind Areas for One- and Two-Family Dwellings –. 110 mph sheathing requirements in Tables 10 and 11 (See pages 18 and 19). .. Building Dimension of Wall Containing Top Plate Splice (ft.) Splice
Double top plate splice SDCs D0, D1, or D2; and braced wall line spacing ≥ 25′ .. REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING
For diaphragms and shear walls, the acceptable types of sheet sheathing 220.127.116.11 Anchorage of Concrete or Masonry Walls: Ties and splices required in Sec.
lumber grading or inspection agency meeting the requirements of this . nails at ends and at each splice. 2² planks Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing. 5/16²-1/
restrictive requirement specified by Huber Engineered Woods (HEW), local building ZIP System Roof & Wall sheathing is code-recognized as a wood structural panel . Take special care to remove any voids and/or trapped air at splice.
Guide to Wood Construction in High Wind Areas for One- and Two-Family Dwellings –. 100 mph sheathing requirements in Tables 10 and 11 (See pages 18 and 19). .. Building Dimension of Wall Containing Top Plate Splice (ft.) Splice
ZIP System® wall sheathing panels with built-in water-resistive barrier and preprinted Do not use in fire-rated assemblies in lieu of a required “wood structural panel.” .. Wherever tape splices occur at a horizontal or vertical seam, create an
Class I or II vapor retarders are required on the interior side of frame walls in Zones 5, 6, 7, 8 and Marine 4. Wood structural panel sheathing used for exterior walls shall conform to the requirements of . Two nails at ends and at each splice.
3 Shear connection requirements are based on a required sheathing nail spacing of 3" o.c. in . Building Dimension of Wall Containing Top Plate Splice (ft.).
Section R602 Wood Wall Framing issued by a lumber grading or inspection agency meeting the requirements of this section . Two nails at ends and at each splice. Wood structural panels, subfloor, roof and wall sheathing to framing, and