PART 9 — HOUSING AND SMALL BUILDINGSUpdated for the 2024 Ontario Building Code
Try BUILDAiD Beta
9.23.10.1.Stud Size and Spacing
(1) Except as provided in Sentence (2), 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)
Maximum
Minimum Stud Size, Maximum Stud
Type of Wall Supported Loads (including dead loads) Unsupported
mm Spacing, mm
Height, m
38 × 38 400 2.4
No load
38 × 89 flat(1) 400 3.6
38 × 64 600 3.0
38 × 64 flat(1) 400 2.4
Attic not accessible by a stairway
38 × 89 600 3.6
38 × 89 flat(1) 400 2.4
Attic accessible by a stairway plus one floor
Roof load plus one floor 38 × 89 400 3.6
Interior Attic not accessible by stairway plus 2 floors
Roof load,
Attic accessible by a stairway 38 × 64 400 2.4
Attic not accessible by a stairway plus one floor 38 × 89 600 3.6
38 × 89 300 3.6
Attic accessible by a stairway plus 2 floors
64 × 89 400 3.6
Roof load plus 2 floors
38 × 140 400 4.2
Attic accessible by a stairway plus 3 floors
38 × 140 300 4.2
Roof load plus 3 floors
38 × 64 400 2.4
Roof with or without attic storage
38 × 89 600 3.0
38 × 89 400 3.0
Roof with or without attic storage plus one floor
38 × 140 600 3.0
Exterior
38 × 89 300 3.0
Roof with or without attic storage plus 2 floors 64 × 89 400 3.0
38 × 140 400 3.6
Roof with or without attic storage plus 3 floors 38 × 140 300 1.8
Notes to Table 9.23.10.1.:
(1) See Article 9.23.10.3.
(2) Studs for walls not listed in Table 9.23.10.1. and supporting roof loads shall conform to Span Tables 9.23.10.1.-A to
9.23.10.1.-D, provided
(a) the studs are clad with not less than 9.5 mm thick plywood, OSB or waferboard sheathing on the exterior face, and
not less than 12.5 mm gypsum board on the interior face,
(b) solid bridging is provided at not more than 1.2 m o.c,
(c) the studs are fastened to the top and bottom plates with no fewer than three 82 mm toe nails,
(d) the double top plates are fastened together with not less than 76 mm nails spaced not more than 200 mm o.c,
(e) roof framing members spaced not more than 600 mm are fastened to the top plates with no fewer than four 82 mm
toe nails, and
(f) the bottom plate is fastened to the floor joists, blocking or rim joist with not less than 82 mm nails spaced not more
than 200 mm o.c.
(See Note A-9.23.10.1.(2)
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
← Previous9.23.9.9. Cantilevered Floor JoistsNext →9.23.10.2. Bracing and Lateral Support (See Note A-9.23.10.
Understand this provision in seconds
BUILDAiD Assist explains any article of the building code in plain English — with exact citations, exceptions and related requirements.
Code text is reproduced for reference from the Ontario Building Code (O. Reg. 163/24, 2024 Building Code Compendium). This page is provided for general information and is not an official copy. Always verify requirements against the official Ontario Building Code and confirm with your local building department.