OBC 2006 › Division B
9.15.3.3.
Version 2 — in force 1 January 2010
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.15.3.3.
- 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
- 9.15.3.3.
- 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 · split from 9.15.3.3. — Pro
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 137/07, cl. 54 · ext v1 →
In force 2007-04-02
O. Reg. 503/09, cl. 157(2) · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.15.3.3. — Pro
9.15.3.3. — Application of Footing Width and Area Requirements
Comparing versions
Changed text stands out · unchanged is dimmed
v0 base
Earlier · 2006-12-31(1) Except as provided in Sentence 9.15.3.4.(2), the minimum footing width or area requirements provided in Articles 9.15.3.4. to 9.15.3.7. shall apply to footings where,
(a) the footings support,
(i) foundation walls of masonry, concrete, or flat insulating form foundation walls,
(ii) above ground walls of masonry, flat insulating 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), 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.
v2 O. Reg. 503/09
Later · viewing · 2010-01-01(1) Except as provided in Sentence 9.15.3.4.(2), the minimum footing width or area requirements provided in Articles 9.15.3.4. 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 walls,
(ii) above ground walls of masonry, flat insulating concrete form 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), 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.
Provenance
OBC 1997 · split from 9.15.3.3. — Pro
Base · O. Reg. 350/06 · ext v0 → comparing ×
O. Reg. 137/07, cl. 54 · ext v1 →
In force 2007-04-02 compare
O. Reg. 503/09, cl. 157(2) · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.15.3.3. — Pro