OBC 2006 › Division B
9.23.3.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.23.3.
- Version
- v0
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
This looks wrong
Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 9.23.3.
- Version
- v0
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
Provenance
OBC 1997 · continues from 9.23.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.23.3. — Pro
9.23.3. — Fasteners
Content not available for this version.
9.23.3.1. — Standards for Nails and Screws
(1) Unless otherwise indicated, nails specified in this Section shall be common steel wire nails or common spiral nails, conforming to CSA B111, “Wire Nails, Spikes and Staples”.
(2) Wood screws specified in this Section shall conform to ANSI/ASME B18.6.1., “Wood Screws (Inch Series)”.
Text · e-Laws consolidated snapshot
9.23.3.2. — Length of Nails
(1) All nails shall be long enough so that not less than half their required length penetrates into the second member.
Text · e-Laws consolidated snapshot
9.23.3.3. — Prevention of Splitting
(1) Splitting of wood members shall be minimized by staggering the nails in the direction of the grain and by keeping nails well in from the edges.
Text · e-Laws consolidated snapshot
9.23.3.4. — Nailing of Framing
(1) Except as provided in Sentence (2), nailing of framing shall conform to Table 9.23.3.4.
(2) Where the bottom wall plate or sole plate of an exterior wall is not nailed to joists or blocking in conformance with Table 9.23.3.4., the exterior wall may be fastened to the floor framing by,
(a) having plywood, OSB or waferboard sheathing extend down over floor framing and fastened to the floor framing by nails or staples conforming to Article 9.23.3.5., or
(b) tying the wall framing to the floor framing by 50 mm wide galvanized-metal strips,
(i) not less than 0.41 mm in thickness,
(ii) spaced not more than 1 200 mm apart, and
(iii) fastened at each end with at least two 63 mm nails.
Text · e-Laws consolidated snapshot
Column 1 | Column 2 | Column 3 |
Construction Detail | Minimum Length of Nails, mm | Minimum Number or Maximum Spacing of Nails |
Floor joist to plate – toe nail | 82 | 2 |
Wood or metal strapping to underside of floor joists | 57 | 2 |
Cross bridging to joists | 57 | 2 at each end |
Double header or trimmer joists | 76 | 300 mm (o.c.) |
Floor joist to stud (balloon construction) | 76 | 2 |
Ledger strip to wood beam | 82 | 2 per joist |
Joist to joist splice (See also Table 9.23.13.8.) | 76 | 2 at each end |
Header joist end nailed to joists along perimeter | 101 | 3 |
Tail joist to adjacent header joist | 82 | 5 |
(end nailed) around openings | 101 | 3 |
Each header joist to adjacent trimmer joist | 82 | 5 |
(end nailed) around openings | 101 | 3 |
Stud to wall plate (each end) toe nail | 62 | 4 |
or end nail | 82 | 2 |
Doubled studs at openings, or studs at walls or wall intersections and corners | 76 | 750 mm (o.c.) |
Doubled top wall plates | 76 | 600 mm (o.c.) |
Bottom wall plate or sole plate to joists or blocking (exterior walls)(1) | 82 | 400 mm (o.c.) |
Interior walls to framing or subflooring | 82 | 600 mm (o.c.) |
Horizontal member over openings in non-loadbearing walls – each end | 82 | 2 |
Lintels to studs | 82 | 2 at each end |
Ceiling joist to plate – toe nail each end | 82 | 2 |
Roof rafter, roof truss or roof joist to plate – toe nail | 82 | 3 |
Rafter plate to each ceiling joist | 101 | 2 |
Rafter to joist (with ridge supported) | 76 | 3 |
Rafter to joist (with ridge unsupported) | 76 | See Table 9.23.13.8. |
Gusset plate to each rafter at peak | 57 | 4 |
Rafter to ridge board – toe nail – end nail | 82 | 3 |
Collar tie to rafter – each end | 76 | 3 |
Collar tie lateral support to each collar tie | 57 | 2 |
Jack rafter to hip or valley rafter | 82 | 2 |
Roof strut to rafter | 76 | 3 |
Roof strut to loadbearing wall – toe nail | 82 | 2 |
38 mm × 140 mm or less plank decking to support | 82 | 2 |
Plank decking wider than 38 mm × 140 mm to support | 82 | 3 |
38 mm edge laid plank decking to support (toe nail) | 76 | 1 |
38 mm edge laid plank to each other | 76 | 450 mm (o.c.) |
Notes to Table 9.23.3.4.:
(1) See Sentence 9.23.3.4.(2).
9.23.3.5. — Fastening for Sheathing or Subflooring
(1) Fastening of sheathing and subflooring shall conform to Table 9.23.3.5.
(2) Staples shall not be less than 1.6 mm in diameter or thickness, with not less than a 9.5 mm crown driven with the crown parallel to framing.
(3) Roofing nails for the attachment of fibreboard or gypsum sheathing shall not be less than 3.2 mm in diameter with a minimum head diameter of 11.1 mm.
(4) Flooring screws shall not be less than 3.2 mm in diameter.
Text · e-Laws consolidated snapshot
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 |
Element | Minimum Length of Fasteners, mm | Minimum Number or Maximum Spacing of Fasteners | |||
Common or Spiral Nails | Ring Thread Nails or Screws | Roofing Nails | Staples | ||
Board lumber 184 mm or less wide | 51 | 45 | N/A | 51 | 2 per support |
Board Lumber more than 184 mm wide | 51 | 45 | N/A | 51 | 3 per support |
Fibreboard sheathing up to 13 mm thick | N/A | N/A | 44 | 28 | 150 mm (o.c.) along edges and 300 mm (o.c.) along intermediate supports |
Gypsum sheathing up to 13 mm thick | N/A | N/A | 44 | N/A | |
Plywood, OSB or waferboard up to 10 mm thick | 51 | 45 | N/A | 38 | |
Plywood, OSB or waferboard from 10 mm to 20 mm thick | 51 | 45 | N/A | 51 | |
Plywood, OSB or waferboard over 20 mm thick | 57 | 51 | N/A | N/A | |
Provenance
OBC 1997 · continues from 9.23.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.23.3. — Pro