OBC 2006 › Division B
9.15.2.2.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.15.2.2.
- 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
- 9.15.2.2.
- 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 9.15.2.2. — Pro
OBC 1997 · renumbered from 9.15.2.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.15.2.2. — Pro
9.15.2.2. — Unit Masonry Construction
(1) Concrete block shall conform to CSA A165.1, “Concrete Block Masonry Units”, and shall have a compressive strength over the average net cross-sectional area of the block of not less than 15 MPa.
(2) Mortar, grout, mortar joints, corbelling and protection for unit masonry shall conform to Section 9.20.
(3) For concrete block foundation walls required to be reinforced,
(a) mortar shall be Type S, conforming to CSA A179, “Mortar and Grout for Unit Masonry”,
(b) grout shall be coarse, conforming to CSA A179, “Mortar and Grout for Unit Masonry”, and
(c) placement of grout shall conform to CSA A371, “Masonry Construction for Buildings”.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · continues from 9.15.2.2. — Pro
OBC 1997 · renumbered from 9.15.2.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.15.2.2. — Pro