9.23.10. Wall Studs

9.23.10. Wall Studs
9.23.10.1. Stud Size and Spacing
  1. The size and spacing of studs shall conform to Table 9.23.10.1.

Table 9.23.10.1.
Size and Spacing of Studs

Forming Part of Sentence 9.23.10.1.(1)

Table 9.23.10.1. Size and Spacing of Studs

Notes to Table 9.23.10.1.:
(1) See Note A-9.4.2.1.(1).
(2) See Article 9.23.10.3.

9.23.10.2. Bracing and Lateral Support
  1. Where loadbearing interior walls are not finished in accordance with Section 9.29., blocking or strapping shall be fastened to the studs at mid-height to prevent sideways buckling.
9.23.10.3. Orientation of Studs
  1. Except as permitted in Sentences (2) and (3), all studs shall be placed at right angles to the wall face.
  2. Studs on the flat are permitted to be used in gable ends of roofs that contain only unfinished space or in non-loadbearing interior walls within the limits described in Article 9.23.10.1.
  3. Wall studs that support only a load from an attic not accessible by a stairway are permitted to be placed on the flat within the limits permitted in Article 9.23.10.1. provided
    1. the studs are clad on not less than one side with plywood, OSB or waferboard sheathing fastened to the face of the studs with a structural adhesive, and
    2. the portion of the roof supported by the studs does not exceed 2.1 m in width.
9.23.10.4. Continuity of Studs
  1. Wall studs shall be continuous for the full storey height except at openings and shall not be spliced except by fingerjoining with a structural adhesive. (See Note A-9.23.10.4.(1).)
9.23.10.5. Support for Cladding, Sheathing and Finishing Materials
  1. Corners and intersections shall be designed to provide adequate support for the vertical edges of interior finishes, sheathing and cladding materials, and in no instance shall exterior corners be framed with less than the equivalent of 2 studs.
  2. Where the vertical edges of interior finishes at wall intersections are supported at vertical intervals by blocking or furring, the vertical distance between such supports shall not exceed the maximum distance between supports specified in Section 9.29.
9.23.10.6. Studs at Sides of Openings
  1. Where the lintel spanning the opening is more than 3 m long, studs shall be tripled on each side of the opening so that
    1. the two inner studs on each side extend from the bottom of the supported lintel to the top of the bottom wall plate, and
    2. the outer stud on each side extends from the bottom of the top wall plate to the bottom wall plate.
  2. Except as provided in Sentence (3), where the lintel spanning the opening is not more than 3 m long, studs shall be doubled on each side of the opening so that
    1. the inner studs on each side extend from the bottom of the supported lintel to the top of the bottom wall plate, and
    2. the outer stud on each side extends from the bottom of the top wall plate to the bottom wall plate.
  3. Single studs are permitted to be used on either side of openings
    1. in non-loadbearing interior walls not required to have fire-resistance ratings, provided the studs extend from the top wall plate to the bottom wall plate, or
    2. in loadbearing or non-loadbearing interior or exterior walls, provided
      1. the opening is less than and within the required stud spacing, and
      2. no 2 such openings of full stud-space width are located in adjacent stud spaces. (See Note A-9.23.10.6.(3).)