CodeChronicle

OBC 2006 Division B

9.17.1.1.

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

OBC 1997 · continues from 9.17.1.1. — Pro

Base · O. Reg. 350/06 · ext v0 →

O. Reg. 137/07, cl. 57 · ext ← current

In force 2007-04-02

O. Reg. 503/09, cl. 160 · ext v2 →

In force 2010-01-01

Next: O. Reg. 503/09, cl. 160 · ext (not in force until 2010-01-01) v2 →

OBC 2012 · continues as 9.17.1.1. — Pro

9.17.1.1. — Application

Comparing versions

Changed text stands out · unchanged is dimmed

v0 base

Earlier · 2006-12-31

(1) This Section applies to columns used to support,

(a) beams carrying loads from not more than 2 wood frame floors where,

(i) the supported length of joists bearing on such beams does not exceed 5 m, and

(ii) the live load on any floor does not exceed 2.4 kPa, or

(b) beams or header joists carrying loads from not more than 2 levels of wood frame balconies, decks or other accessible exterior platforms, or 1 level and the roof, where,

(i) the supported length of joists bearing on such beams or joists does not exceed 5 m,

(ii) the sum of the specified snow load and the load due to use and occupancy does not exceed 4.8 kPa,

(iii) the platform serves only a single suite of residential occupancy, and

(iv) the platform does not serve as a required exit, or

(c) carport roofs.

(2) Columns for applications other than as described in Sentence (1) shall be designed in accordance with Part 4.

v1 O. Reg. 137/07

Later · viewing · 2007-04-02

(1) This Section applies to columns used to support,

(a) beams carrying loads from not more than 2 wood frame floors where,

(i) the supported length of joists bearing on such beams does not exceed 5 m, and

(ii) the live load on any floor does not exceed 2.4 kPa,

(b) beams or header joists carrying loads from not more than 2 levels of wood frame balconies, decks or other accessible exterior platforms, or 1 level and the roof, where,

(i) the supported length of joists bearing on such beams or joists does not exceed 5 m,

(ii) the sum of the specified snow load and the load due to use and occupancy does not exceed 4.8 kPa,

(iii) the platform serves only a single suite of residential occupancy, and

(iv) the platform does not serve as a required exit, or

(c) carport roofs.

(2) Columns for applications other than as described in Sentence (1) shall be designed in accordance with Part 4.