OBC 2006 › Division B
9.15.3.3.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.15.3.3.
- 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
- 9.15.3.3.
- 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 · split from 9.15.3.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 137/07, cl. 54 · ext v1 →
In force 2007-04-02
O. Reg. 503/09, cl. 157(2) · ext v2 →
In force 2010-01-01
Next: O. Reg. 137/07, cl. 54 · ext (not in force until 2007-04-02) v1 →
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 · viewing · 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.
v1 O. Reg. 137/07
Later · 2007-04-02(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 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), 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← current
Original — base regulation
O. Reg. 137/07, cl. 54 · ext v1 →
In force 2007-04-02 comparing ×
O. Reg. 503/09, cl. 157(2) · ext v2 →
In force 2010-01-01 compare
Next: O. Reg. 137/07, cl. 54 · ext (not in force until 2007-04-02) v1 →
OBC 2012 · continues as 9.15.3.3. — Pro