PART 9 — HOUSING AND SMALL BUILDINGSUpdated for the 2024 Ontario Building Code
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9.8.8.2.Loads on Guards (See Note A-9.8.8.2.)
(1) Except as provided in Sentences (2), (3), (5) and (6), guards shall be designed to resist the specified loads prescribed
in Table 9.8.8.2.
(2) The size of the opening between any two adjacent vertical elements within a guard shall not exceed the limits
required by Sentence 9.8.8.5.(1) when each of these elements is subjected to a specified live load of 0.1 kN applied in
opposite directions in the in-plane direction of the guard so as to produce the most critical effect.
(3) For guards within dwelling units and within houses with a secondary suite including their common spaces and for
exterior guards serving not more than two dwelling units, where the width and spacing of balusters are such that three
balusters can be engaged by a load imposed over a 300 mm width, the load shall be imposed so as to engage three
balusters.
(4) None of the specified loads specified in Table 9.8.8.2. need be considered to act simultaneously.
(5) For guards within dwelling units and within houses with a secondary suite including their common spaces and for
exterior guards serving not more than two dwelling units, Table 9.8.8.2. need not apply where the guard construction
used has been demonstrated to provide effective performance.
(6) Guards constructed in accordance with the requirements in MMAH Supplementary Standard SB-7, “Guards for
Housing and Small Buildings” shall be deemed to satisfy the requirements of Sentence (1).
Table 9.8.8.2.
Specified Loads for Guards
Forming Part of Sentence 9.8.8.2.(1)
Minimum Specified Loads
Horizontal Load Applied Inward Evenly Distributed
Location of Guard Horizontal Load Applied Outward on
or Outward at any Point at the Vertical Load Applied
Elements Within the Guard, Including Solid
Minimum Required Height of the at the Top of the
Panels and Balusters
Guard Guard
Guards within dwelling units and
0.5 kN/m or concentrated load of 0.5 kN applied over a maximum width of
exterior guards serving not more 1.5 kN/m
1.0 kN applied at any point(1) 300 mm and a height of 300 mm(2)
than 2 dwelling units
Guards serving access ways to Concentrated load of 0.5 kN applied over
equipment platforms and similar Concentrated load of 1.0 kN an area of 100 mm by 100 mm located at
1.5 kN/m
areas where the gathering of applied at any point any point on the element or elements so
many people is improbable as to produce the most critical effect
Concentrated load of 0.5 kN applied over
0.75 kN/m or concentrated load an area of 100 mm by 100 mm located at
All other guards 1.5 kN/m
of 1.0 kN applied at any point(1) any point on the element or elements so
as to produce the most critical effect
Notes to Table 9.8.8.2.:
(1) The load that creates the most critical condition shall apply.
(2) See Sentence (3).
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
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Code text is reproduced for reference from the Ontario Building Code (O. Reg. 163/24, 2024 Building Code Compendium). This page is provided for general information and is not an official copy. Always verify requirements against the official Ontario Building Code and confirm with your local building department.