OBC 2006 › Division B
9.26.10.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.26.10.
- 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
- 9.26.10.
- 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 9.26.10. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.26.10. — Pro
9.26.10. — Cedar Roof Shakes
Content not available for this version.
9.26.10.1. — Size and Thickness
(1) Shakes shall be not less than 450 mm long and not less than 100 mm nor more than 350 mm wide with a butt thickness of not more than 32 mm and not less than 9 mm.
Text · e-Laws consolidated snapshot
9.26.10.2. — Underlay
(1) Where eave protection is not provided, an underlay conforming to the requirements in Article 9.26.6.1. for wood shingles shall be laid as a strip not less than 900 mm wide along the eaves.
(2) A strip of material similar to that described in Sentence (1) not less than 450 mm wide shall be interlayed between each course of shakes with the bottom edge of the strip positioned above the butt line at a distance equal to double the exposure of the shakes.
(3) Interlayed strips in Sentence (2) shall be lapped at least 150 mm at hips and ridges in a manner that will prevent water from reaching the roof sheathing.
Text · e-Laws consolidated snapshot
9.26.10.3. — Spacing and Joints
(1) Shakes shall be spaced 6 mm to 9 mm apart and the joints in one course shall be separated not less than 40 mm from joints in adjacent courses.
Text · e-Laws consolidated snapshot
9.26.10.4. — Fastening
(1) Shakes shall be fastened with nails located approximately 20 mm from the sides of the shakes and 40 mm above the exposure line.
Text · e-Laws consolidated snapshot
9.26.10.5. — Exposure
(1) The exposure of wood shakes shall not exceed,
(a) 190 mm for shakes not less than 450 mm long, and
(b) 240 mm for shakes not less than 600 mm long.
Text · e-Laws consolidated snapshot
9.26.10.6. — Flashing
(1) Flashing shall conform to Subsection 9.26.4.
Text · e-Laws consolidated snapshot
9.26.10.7. — Eave Protection
(1) Eave protection shall conform to Subsection 9.26.5.
Text · e-Laws consolidated snapshot
9.26.10.8. — Grade
(1) Shakes shall be not less than No. 1 or Handsplit grade.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · continues from 9.26.10. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.26.10. — Pro