OBC 2006 › Division B
9.20.17.5.
Version 1 — in force 2 April 2007
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.20.17.5.
- Version
- v1
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)
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
- 9.20.17.5.
- Version
- v1
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)
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
New in this edition — no OBC 1997 predecessor
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 137/07, cl. 59 · ext ← current
In force 2007-04-02
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 flat 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 v0 → compare
O. Reg. 137/07, cl. 59 · ext ← current
In force 2007-04-02
OBC 2012 · continues as 9.20.17.5. — Pro