(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)
Notes to Table 9.8.8.2.:
(1) The load that creates the most critical condition shall apply.
(2) See Sentence (3).