CodeChronicle

OBC 2006 Division B

9.20.17.6.

Version 1 — in force 2 April 2007

In force · amended
Verified · covered Verified against the 2007-04-02–2007-06-30 consolidation, whose range covers the query date. How to read this

Provenance

New in this edition — no OBC 1997 predecessor

Base · O. Reg. 350/06 · ext v0 →

O. Reg. 137/07, cl. 60 · ext ← current

In force 2007-04-02

OBC 2012 · continues as 9.20.17.6. — Pro

9.20.17.6. — Anchoring of Roof Framing to Top of Flat Insulating Concrete Form Walls

Comparing versions

Changed text stands out · unchanged is dimmed

v0 base

Earlier · 2006-12-31

(1) Roof framing supported on the top of flat insulating concrete form walls shall be fixed to the top plates, which shall be anchored to the wall with anchor bolts,

(a) not less than 12.7 mm in diameter, and

(b) spaced not more than 1 200 mm o.c.

(2) The anchor bolts described in Sentence (1) shall be placed in the centre of the insulating concrete form wall and shall be embedded not less than 100 mm into the concrete.

(3) Attachment of roof framing to wood top plates shall be in accordance with Table 9.23.3.4.

v1 O. Reg. 137/07

Later · viewing · 2007-04-02

(1) Roof framing supported on the top of flat insulating concrete form walls shall be fixed to the top plates, which shall be anchored to the wall with anchor bolts,

(a) not less than 12.7 mm in diameter, and

(b) spaced not more than 1 200 mm o.c.

(2) The anchor bolts described in Sentence (1) shall be placed in the centre of the flat insulating concrete form wall and shall be embedded not less than 100 mm into the concrete.

(3) Attachment of roof framing to wood top plates shall be in accordance with Table 9.23.3.4.