OBC 2006 › Division B
9.17.1.1.
Version 2 — in force 1 January 2010
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.17.1.1.
- Version
- v2
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
- 9.17.1.1.
- Version
- v2
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 9.17.1.1. — Pro
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 137/07, cl. 57 · ext v1 →
In force 2007-04-02
O. Reg. 503/09, cl. 160 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.17.1.1. — Pro
9.17.1.1. — Application
Comparing versions
Changed text stands out · unchanged is dimmed
v1 O. Reg. 137/07
Earlier · 2007-04-02(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,
(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.
v2 O. Reg. 503/09
Later · viewing · 2010-01-01(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,
(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, and
(iii) the platform serves only a single suite of residential occupancy, or
(iv) Revoked: O. Reg. 503/09, s. 160.
(c) carport roofs.
(2) Columns for applications other than as described in Sentence (1) shall be designed in accordance with Part 4.
Provenance
OBC 1997 · continues from 9.17.1.1. — Pro
Base · O. Reg. 350/06 · ext v0 → compare
O. Reg. 137/07, cl. 57 · ext v1 →
In force 2007-04-02 comparing ×
O. Reg. 503/09, cl. 160 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.17.1.1. — Pro