Wood Stud Wall Section Detail

Brick veneer wood stud walls.

Wood stud wall section detail.

Wall sheathing shall be fastened directly to framing members and where placed on the exterior side. Wood framing wood sheathing concrete masonry. However given the potential costs and structural challenges associated with integrating masonry shaft walls in wood frame buildings wood frame shaft walls are becoming increasingly popular. Wood construction data 1.

Details for conventional wood frame construction. Technical note deals with the prescriptive design of anchored brick veneer over wood stud backing in new construction. The first approach to achieving a strong durable struc ture involving economical use of materials is to follow a basic modular plan for layout and attachment of framing members. Wood stud wall systems wall partitions load bearing 2 hour rating stc 36 has cad.

Butted masonry brick tile or concrete block. Wood framing ext. 1 5 8 steel or wood stud with 1 2 or 5 8 gypsum board pdf autocad. 2 1 2 or 3 5 8 steel stud with two layers of 5 8 gypsum board each side pdf.

Drywall wood framed systems section pages contents partitions and walls 2 details partitions 6 ceilings 9 test data ceilings 10 details ceilings 13 good design practices 15 architectural specifications 17 introduction the basic gypsum drywall assemblies described herein offer economical quickly erected walls and ceilings on wood framing. Stucco 2x4 wood stud. Stone veneer on cement board. The properties of the brick veneer wood stud system are described which lead to design considerations.

4 block and brick combination. Components of exterior walls shall be fastened in accordance with tables r602 3 1 through r602 3 4. Over 179 000 cad details were downloaded from. Stone veneer on insulated concrete form.

Exterior walls of wood frame construction shall be designed and constructed in accordance with the provisions of this chapter and figures r602 3 1 and r602 3 2 or in accordance with awc nds. Wood stud wall systems double stud chase wall load bearing 1 hour rating ul u341 stc 57. Such methods use a 4 foot design module which governs a 16 inch spacing of joists. Anchor details wall cross sections with typical anchor conditions.

The details are adapted from some of apa s most frequently requested publications and can be searched for by title or browsed for within several defined product and construction system categories such as panel wall construction and structural insulated panels in addition to advanced framing. T able of c ontents c hapter 1 m asonry c avity w all d etails s hear c onnected c hapter 2 m asonry c avity w all d etails a djustable t ies c hapter 3 b rick v eneered s teed s tud b ackup w all d etails s hear c onnected c hapter 4 b rick v eneered s teel s tud b ackup w all d etails s lotted t ies c hapter 5 s ingle w ythe l oadbearing m asonry w all d etails c hapter 6 m. High r wall wood framing rigid insulation. Wall cap sheathing and wood studs.

Add a new project. The requirement of ibc section 707 5 is for continuity.