OBC 2006 › Division B
9.17.1.1.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.17.1.1.
- 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
- 9.17.1.1.
- 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
OBC 1997 · continues from 9.17.1.1. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 137/07, cl. 57 · ext v1 →
In force 2007-04-02
O. Reg. 503/09, cl. 160 · ext v2 →
In force 2010-01-01
Next: O. Reg. 137/07, cl. 57 · ext (not in force until 2007-04-02) v1 →
OBC 2012 · continues as 9.17.1.1. — Pro
9.17.1.1. — Application
(1) This Section applies to columns used to support,
(a) beams carrying loads from not more than 2 wood frame floors where,
(i) the supported length of joists bearing on such beams does not exceed 5 m, and
(ii) the live load on any floor does not exceed 2.4 kPa, or
(b) beams or header joists carrying loads from not more than 2 levels of wood frame balconies, decks or other accessible exterior platforms, or 1 level and the roof, where,
(i) the supported length of joists bearing on such beams or joists does not exceed 5 m,
(ii) the sum of the specified snow load and the load due to use and occupancy does not exceed 4.8 kPa,
(iii) the platform serves only a single suite of residential occupancy, and
(iv) the platform does not serve as a required exit, or
(c) carport roofs.
(2) Columns for applications other than as described in Sentence (1) shall be designed in accordance with Part 4.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · continues from 9.17.1.1. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 137/07, cl. 57 · ext v1 →
In force 2007-04-02 compare
O. Reg. 503/09, cl. 160 · ext v2 →
In force 2010-01-01 compare
Next: O. Reg. 137/07, cl. 57 · ext (not in force until 2007-04-02) v1 →
OBC 2012 · continues as 9.17.1.1. — Pro