OBC 2006 › Division B
9.15.3.3.
Version 1 — in force 2 April 2007
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.15.3.3.
- 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 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
- 9.15.3.3.
- 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 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 · split from 9.15.3.3. — Pro
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 137/07, cl. 54 · ext ← current
In force 2007-04-02
O. Reg. 503/09, cl. 157(2) · ext v2 →
In force 2010-01-01
Next: O. Reg. 503/09, cl. 157(2) · ext (not in force until 2010-01-01) v2 →
OBC 2012 · continues as 9.15.3.3. — Pro
9.15.3.3. — Application of Footing Width and Area Requirements
(1) Except as provided in Sentence 9.15.3.4.(2)v1, the minimum footing width or area requirements provided in Articles 9.15.3.4.v1 to 9.15.3.7. shall apply to footings where,
(a) the footings support,
(i) foundation walls of masonry, concrete, or flat insulating concrete form foundation walls,
(ii) above ground walls of masonry, flat insulating concrete form foundation walls or light wood frame construction, and
(iii) floors and roofs of light wood frame construction,
(b) the span of supported joists does not exceed 4.9 m, and
(c) the specified live load on any floor supported by the footing does not exceed 2.4 kPa.
(2) Except as provided in Sentence 9.15.3.4.(2)v1, where the span of the supported joists exceeds 4.9 m, footings shall be designed in accordance with Section 4.2.
(3) Where the specified live load exceeds 2.4 kPa footings shall be designed in accordance with Section 4.2.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · split from 9.15.3.3. — Pro
Base · O. Reg. 350/06 · ext v0 → compare
O. Reg. 137/07, cl. 54 · ext ← current
In force 2007-04-02
O. Reg. 503/09, cl. 157(2) · ext v2 →
In force 2010-01-01 compare
Next: O. Reg. 503/09, cl. 157(2) · ext (not in force until 2010-01-01) v2 →
OBC 2012 · continues as 9.15.3.3. — Pro