OBC 2006 › Division B
9.20.5.2.
Version 1 — in force 1 January 2010
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.20.5.2.
- Version
- v1
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
- 9.20.5.2.
- Version
- v1
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 9.20.5.2. — Pro
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 503/09, cl. 164 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.20.5.2. — Pro
9.20.5.2. — Lintels or Arches
Comparing versions
Changed text stands out · unchanged is dimmed
v0 base
Earlier · 2006-12-31(1) Masonry over openings shall be supported by steel, reinforced concrete lintels or masonry arches designed to support the imposed loads.
(2) Except as permitted in Sentences (3) and (6), steel angle lintels supporting masonry above openings shall conform to Table 9.20.5.2.A.
(3) Steel angle lintels supporting masonry veneer above openings shall conform to Table 9.20.5.2.B.
(4) Steel lintels described in Sentences (2) and (3) shall,
(a) have even and level bearing and shall have not less than 150 mm length of bearing at end supports, and
(b) bear on masonry, concrete or steel.
(5) Steel angle lintels supporting masonry shall be primed or painted or otherwise protected from corrosion.
(6) Steel beams supporting masonry veneer and wood stud walls above openings shall conform to Table 9.20.5.2.C.
(7) Steel beams described in Sentence (6) shall be supported at each end by a steel column, and have a minimum 6 mm plate welded to the flange to support the masonry veneer.
Notes toTable 9.20.5.2.C.:
(1) These spans assume that the beam supports the veneer, a wood stud wall and a maximum specified roof live load of 2.3 kN/m.
(2) Where the steel beam carries floor loads or larger roof loads, refer to Article 9.23.4.3.
v1 O. Reg. 503/09
Later · viewing · 2010-01-01(1) Masonry over openings shall be supported by steel, reinforced concrete lintels or masonry arches designed to support the imposed loads.
(2) Except as permitted in Sentences (3) and (6), steel angle lintels supporting masonry above openings shall conform to Table 9.20.5.2.A.
(3) Steel angle lintels supporting masonry veneer above openings shall conform to Table 9.20.5.2.B.
(4) Steel lintels described in Sentences (2) and (3) shall,
(a) have even and level bearing and shall have not less than 150 mm length of bearing at end supports, and
(b) bear on masonry, concrete or steel.
(5) Steel angle lintels supporting masonry shall be primed or painted or otherwise protected from corrosion.
(6) Steel beams supporting masonry veneer and wood stud walls above openings shall conform to Table 9.20.5.2.C.
(7) Steel beams described in Sentence (6) shall be supported at each end by a steel column, and have a minimum 6 mm plate welded to the flange to support the masonry veneer.
Notes toTable 9.20.5.2.C.:
(1)These spans assume that the beam supports the veneer, a wood stud wall and a maximum specified roof live load of 2.3 kN/m.
(2)Where the steel beam carries floor loads or larger roof loads, refer to Article 9.23.4.3.
Provenance
OBC 1997 · continues from 9.20.5.2. — Pro
Base · O. Reg. 350/06 · ext v0 → comparing ×
O. Reg. 503/09, cl. 164 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.20.5.2. — Pro