OBC 2006 › Division B
9.20.4.
Version 0 — in force 31 December 2006
This looks wrong
Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 9.20.4.
- 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
- 9.20.4.
- 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 9.20.4. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.20.4. — Pro
9.20.4. — Mortar Joints
Content not available for this version.
9.20.4.1. — Thickness
(1) Except as provided in Sentence (2), mortar joint thickness for burned clay brick and concrete masonry units shall be 10 mm.
(2) Permitted tolerances in head and bed joints shall be -5 mm to +10 mm.
Text · e-Laws consolidated snapshot
9.20.4.2. — Solid Masonry Units
(1) Except for head joints left open for weep holes and ventilation, solid masonry units shall be laid with full head and bed joints.
Text · e-Laws consolidated snapshot
9.20.4.3. — Hollow Masonry Units
(1) Hollow masonry units shall be laid with mortar applied to head and bed joints of both inner and outer face shells.
(2) Vertically aligned webs of hollow masonry units shall be laid in a full bed of mortar,
(a) under the starting course,
(b) in all courses of columns, and
(c) where adjacent to cells or cavities that are to be filled with grout.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · continues from 9.20.4. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.20.4. — Pro