OBC 2006 › Division B
9.20.11.2.
Version 1 — in force 1 January 2010
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.20.11.2.
- Version
- v1
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
Read directly from the regulation's own commencement section.
O. Reg. 503/09 · commencement 240(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)
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Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 9.20.11.2.
- Version
- v1
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
Read directly from the regulation's own commencement section.
O. Reg. 503/09 · commencement 240(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 9.20.11.2. — Pro
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 503/09, cl. 168 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.20.11.2. — Pro
9.20.11.2. — Bonding and Tying of Intersecting Walls
(1) Where required to provide lateral support, intersecting walls shall be bonded or tied together.
(2) Where bonding is used to satisfy the requirements of Sentence (1), 50% of the adjacent masonry units in the intersecting wall, distributed uniformly over the height of the intersection, shall be embedded in the laterally supported wall.
(3) Where tying is used to satisfy the requirements of Sentence (1), the ties shall be,
(a) corrosion-resistant metal,
(b) equivalent to not less than 4.76 mm by 40 mm steel strapping,
(c) spaced not more than 800 mm o.c. vertically, and
(d) shaped at both ends to provide sufficient mechanical key to develop the strength of the ties.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · continues from 9.20.11.2. — Pro
Base · O. Reg. 350/06 · ext v0 → compare
O. Reg. 503/09, cl. 168 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.20.11.2. — Pro