OBC 2006 › Division B
9.20.17.5.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.20.17.5.
- 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.
80. (1) Subject to subsection (2), this Regulation comes into force on the day it is filed.
Read directly from the regulation's own commencement section.
O. Reg. 137/07 · commencement 80(1)
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Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 9.20.17.5.
- 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.
80. (1) Subject to subsection (2), this Regulation comes into force on the day it is filed.
Read directly from the regulation's own commencement section.
O. Reg. 137/07 · commencement 80(1)
Provenance
New in this edition — no OBC 1997 predecessor
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 137/07, cl. 59 · ext v1 →
In force 2007-04-02
Next: O. Reg. 137/07, cl. 59 · ext (not in force until 2007-04-02) v1 →
OBC 2012 · continues as 9.20.17.5. — Pro
9.20.17.5. — Framing Supported on Flat Insulating Concrete Form Walls
(1) Floor joists supported on the side of flat insulating concrete form walls shall be supported with joist hangers secured to wood ledger boards.
(2) The ledger boards described in Sentence (1) shall be not less than,
(a) 38 mm thick, and
(b) the depth of the floor joists.
(3) Anchor bolts shall be used to secure ledger boards to insulating concrete form walls and shall be,
(a) embedded in the wall to a depth not less than 100 mm, and
(b) spaced in accordance with Table 9.20.17.5.
(4) Floor joists and building frames supported on top of flat insulating concrete form walls shall be anchored in conformance with Article 9.23.6.1.
Text · e-Laws consolidated snapshot
Column 1 | Column 2 | Column 3 |
Maximum Clear Floor Span, m | Maximum Anchor Bolt Spacing, mm | |
Staggered 12.7 mm Diameter Anchor Bolts | Staggered 16 mm Diameter Anchor Bolts | |
2.44 | 450 | 500 |
3.00 | 400 | 450 |
4.00 | 300 | 400 |
5.00 | 275 | 325 |
Provenance
New in this edition — no OBC 1997 predecessor
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 137/07, cl. 59 · ext v1 →
In force 2007-04-02 compare
Next: O. Reg. 137/07, cl. 59 · ext (not in force until 2007-04-02) v1 →
OBC 2012 · continues as 9.20.17.5. — Pro