OBC 2006 › Division B
9.15.5.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.15.5.
- 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 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)
This looks wrong
Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 9.15.5.
- 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 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 9.15.5. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.15.5. — Pro
9.15.5. — Support of Joists and Beams on Masonry Foundation Walls
Content not available for this version.
9.15.5.1. — Support of Floor Joists
(1) Except as permitted in Sentence (2), foundation walls of hollow unit masonry supporting floor joists shall be,
(a) capped with not less than 50 mm of solid masonry or concrete, or
(b) have the top course filled with mortar or concrete.
(2) Capping required in Sentence (1) is permitted to be omitted,
(a) in localities where termites are not known to occur,
(b) when the joists are supported on a wood plate not less than 38 mm by 89 mm, and
(c) when the siding overlaps the foundation wall not less than 12 mm.
Text · e-Laws consolidated snapshot
9.15.5.2. — Support of Beams
(1) Not less than a 190 mm depth of solid masonry shall be provided beneath beams supported on masonry.
(2) Where the beam referred to in Sentence (1) is supported below the top of the foundation walls, the ends of such beams shall be protected from the weather.
Text · e-Laws consolidated snapshot
9.15.5.3. — Pilasters
(1) Pilasters shall be provided under beams that frame into unit masonry foundation walls 140 mm or less in thickness.
(2) Pilasters required in Sentence (1) shall be not less than 90 mm by 290 mm and shall be bonded or tied into the wall.
(3) The top 200 mm of pilasters required in Sentence (1) shall be solid.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · continues from 9.15.5. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.15.5. — Pro