NCC 2019 Volume Two Amendment 1
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Part 3.7.4 Fire separation of garage top dwellings
Appropriate Performance Requirements
Where an alternative fire separation design is proposed as a Performance Solution to that described in Part 3.7.4, that proposal must comply with—
State and Territory Variations
In New South Wales, Part 3.7.4 does not apply.
Note: The New South Wales Additions contain requirements for a Class 1a dwelling located above a Class 10a private garage that is not associated withe the Class 1a dwelling.
Compliance with this acceptable construction practice satisfies Performance Requirement P2.3.1 for fire separation of garage top dwellings.
Where parts of a Class 1a dwelling are located above a Class 10a private garage that is not associated with the Class 1a dwelling—
any wall separating parts of the Class 1a dwelling from the private garage not associated with the dwelling must comply with (b); and
any private garage associated with and located below the Class 1a dwelling must be separated from the private garage not associated with the dwelling by a wall complying with (b).
have either—
an FRL of not less than 60/60/60 when tested from the private garage associated with another dwelling side; or
be of masonry construction not less than 90 mm thick; and
commence at the footings or ground slab; and
extend to the underside of a separating floor complying with 3.7.4.3; and
comply with 3.7.3.2(b) to (e) and 3.7.3.3 as applicable.
Where parts of a Class 1a dwelling are located above or below a Class 10a private garage that is not associated with the Class 1a dwelling, any floor separating the Class 1a dwelling from the Class 10a private garage not associated with the dwelling must—
be a floor/ceiling or floor/soffit system incorporating a ceiling or soffit which has a resistance to the incipient spread of fire to the space above itself of not less than 60 minutes; or
have an FRL not less than 30/30/30 when tested from the underside; or
have a fire-protective covering on the underside of the floor, including beams incorporated in it, if the floor is combustible or of metal.
Where a floor subject to (a)(ii) depends on direct vertical or lateral support from another part to maintain its FRL, that supporting part must have an FRL of not less than 30/-/-.
Where a service passes through a floor referred to in (a), the penetration must not reduce the fire performance of the floor or covering.
(See Figure 3.7.4.1)