OBC 2006 › Division B
9.20.11.2.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.20.11.2.
- 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 one commenced. What follows is that next version’s commencement — the event that ended this one.
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)
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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
- 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 one commenced. What follows is that next version’s commencement — the event that ended this one.
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)
Provenance
OBC 1997 · continues from 9.20.11.2. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 168 · ext v1 →
In force 2010-01-01
Next: O. Reg. 503/09, cl. 168 · ext (not in force until 2010-01-01) v1 →
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 imbedded 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← current
Original — base regulation
O. Reg. 503/09, cl. 168 · ext v1 →
In force 2010-01-01 compare
Next: O. Reg. 503/09, cl. 168 · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 9.20.11.2. — Pro