NCC 2019 Volume Two
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Part 3.7.2 Fire separation of external walls
Appropriate Performance Requirements
Where an alternative fire separation design is proposed as a Performance Solution to that described in Part 3.7.2, that proposal must comply with—
Compliance with this acceptable construction practice satisfies Performance Requirement P2.3.1 for fire separation.
An external wall of a Class 1 building, and any openings in that wall, must comply with 3.7.2.4 if the wall is less than—
900 mm from an allotment boundary other than the boundary adjoining a road alignment or other public space; or
1.8 m from another building on the same allotment other than a Class 10 building associated with the Class 1 building or a detached part of the same Class 1 building.
State and Territory Variations
In South Australia delete 3.7.2.2(b) and insert SA 3.7.2.2(b) and (c) as follows:
The distance from any point on an external wall of a building to an allotment boundary or another building is the distance to that point measured along a line at right angles from the allotment boundary or external wall of the other building which intersects that point without being obstructed by a wall complying with 3.7.2.4.
Where a wall within a specified distance is required to comply with 3.7.2.4, only that part of the wall (including any openings) within the specified distance need be constructed in that manner.
(see Figure 3.7.2.1, Figures 3.7.2.2a and Figure 3.7.2.2b)
Where the distance measured is between attached or detached buildings of different heights, the distance must be taken from the external wall with the highest elevation measured at right angles to a point that intersects the nearest part of a vertical projection above the adjacent building, excluding any eave overhang (see Figure 3.7.2.2b).
State and Territory Variations
In South Australia after 3.7.2.3(c) insert SA 3.7.2.3(d) as follows:
Notes to Figure 3.7.2.1 :
Note to Figure 3.7.2.2a: Setback distance is measured at right angles to the boundary.
External walls (including gables) required to be fire-resisting (referred to in 3.7.2.2 or 3.7.2.5) must—
commence at the footings or ground slab, except where the external wall commences above a separating wall complying with 3.7.3.2 (see Figure 3.7.2.2b); and
A Performance Solution must be used where an external wall required to be fire-resisting does not commence at the footings or ground slab.
extend to—
the underside of a non-combustible roof covering, except that a wall may terminate not more than 200 mm from the underside of a non-combustible roof covering, where the area between the external wall and underside of the roof covering is sealed with a non-combustible fascia, gutter or flashing; or
the underside of a non-combustible eaves lining (See Figure 3.7.2.3); and
be constructed in accordance with (b).
have an FRL of not less than 60/60/60 when tested from the outside; or
be of masonry-veneer construction in which the external masonry veneer is not less than 90 mm thick; or
be of masonry construction not less than 90 mm thick.
The intent of the typical construction details shown in Figure 3.7.2.3 is to ensure that combustible materials (external or internal) are not directly exposed to fire at the junction of the wall and non-combustible roof, eaves lining, guttering and the like. Other forms of construction may also be acceptable provided that they achieve this intent.
See Figure 3.7.2.1 and 3.8.6.4 for internal separating wall construction under one common roof.
Openings in external walls required to be fire-resisting (referred to in 3.7.2.2 or 3.7.2.5) must be protected by—
non-openable fire windows or other construction with an FRL of not less than –/60/–; or
self-closing solid core doors not less than 35 mm thick.
The requirements (c) do not apply to a window in a non-habitable room that is located adjacent to and not less than 600 mm from the boundary of an adjoining allotment or 1200 mm from another building on the same allotment provided that—
in a bathroom, laundry or toilet, the opening has an area of not more than 1.2 m2; or
Subfloor vents, roof vents, weepholes, control joints, construction joints and penetrations for pipes, conduits and the like need not comply with (c).
Notes to Figure 3.7.2.3 :
A Class 1 building must be protected by a method in—
Figure 3.7.2.4 where a Class 10a building is located between or adjacent to a Class 1 building and a boundary alignment that is not a boundary with a road alignment or other public space; or
Figure 3.7.2.5 where a Class 10a building is located between or adjacent to a Class 1 building it is associated with and another building on the same allotment; or
Figure 3.7.2.6 where two or more Class 10a buildings on the same allotment are located between and are associated with different Class 1 buildings.
A Class 10a building must not significantly increase the risk of spread of fire between Class 2 to 9 buildings.
3.7.2.5(a) ensures that when a Class 10 building is located between an allotment boundary and a Class 1 building or another building on the same allotment, either directly or indirectly, that the Class 1 building be protected by a wall with an FRL.
The intention is to prevent the spread of fire from an allotment boundary (fire source feature) to a Class 1 building via a Class 10a building. Where a Class 10a building is not sited directly and wholly between the allotment boundary and the Class 1 building (see Figure 3.7.2.4 diagrams f. to i.), the potential of fire spreading from the allotment boundary to the Class 1 still exists. Therefore fire separation would be required.
3.7.2.5 does not apply to a boundary that adjoins a road or public space such as parklands, lakes, rivers and the like where the construction of buildings is unlikely.
State and Territory Variations
In South Australia after 3.7.2.5(b) insert SA 3.7.2.5(c) and (d) as follows:
A carport or verandah may have timber posts and timber roof support beams regardless of the distance from the boundary.
A Class 10b brush fence must not be constructed within 3 m of a Class 1 building unless any part of the building within 3 m of the brush fence complies with the fire-resisting requirements of 3.7.2.2, 3.7.2.3, 3.7.2.4 and 3.7.2.7.
a. |
900 mm from allotment boundary |
The Class 10a building is not less than 900 mm from the allotment boundary, other than the boundary adjoining a road alignment or other public space. |
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b. |
External wall to Class 10a building with FRL |
An external wall of the Class 10a building which is less than 900 mm from an allotment boundary, other than the boundary adjoining a road alignment or other public space, complies with 3.7.2.4. |
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c. |
External wall to Class 10a building with FRL |
An external wall of the Class 10a building, which is less than 900 mm from the Class 1 building, complies with 3.7.2.4. |
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d. |
900 mm separation between buildings |
The Class 1 building is not less than 900 mm from the Class 10a building. |
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e. |
Class 1 building with FRL to external wall |
An external wall of the Class 1 building, which is less than 900 mm from the Class 10a building, complies with 3.7.2.4. |
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f. |
External wall of adjacent Class 10a building with FRL |
An external wall of the Class 10a building which is less than 900 mm from an allotment boundary other than the boundary adjoining a road alignment or other public space, complies with 3.7.2.4. |
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g. |
External wall of an adjacent Class 10a building with FRL |
An external wall of the Class 10a building, which is less than 900 mm from the external wall of the Class 1 building, complies with 3.7.2.4. |
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h. |
Class 1 building with FRL to external wall |
An external wall of the Class 1 building, which is less than 900 mm from a Class 10a building that is situated less than 900 mm from an allotment boundary, complies with 3.7.2.4. |
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i. |
External wall to Class 10a building with FRL |
The external wall of the Class 1 and Class 10a building which are less than 900 mm from an allotment boundary, other than the boundary adjoining a road alignment or other public space, complies with 3.7.2.4. |
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a. |
1.8 m from other building on allotment |
The Class 10a building is not less than 1.8 m from the other building. |
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b. |
External wall to Class 10a building with FRL |
An external wall of the Class 10a building, which is less than 1.8 m from the other building, complies with 3.7.2.4. |
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c. |
External wall to Class 10a building with FRL |
An external wall of the Class 10a building, which is less than 1.8 m from the Class 1 building, complies with 3.7.2.4. |
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d. |
1.8 m separation between Class 1 and 10a |
The Class 1 building is not less than 1.8 m from the Class 10a building. |
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e. |
Class 1 building with FRL to external wall |
An external wall of the Class 1 building, which is less than 1.8 m from the Class 10a building, complies with 3.7.2.4. |
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f. |
External wall of adjacent Class 10a building with FRL |
An external wall of the Class 10a building, which is less than 1.8 m from the external wall of the other building, complies with 3.7.2.4. |
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g. |
External wall of adjacent Class 10a building with FRL |
An external wall of the Class 10a building, which is less than 1.8 m from the external wall of the Class 1 building, complies with 3.7.2.4. |
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h. |
Class 1 and 10 building with FRL to external wall |
An external wall of the Class 1 and 10a building, which is less than 1.8 m from the external wall of the other building, complies with 3.7.2.4. |
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a. |
1.8 m between Class 10a buildings |
Each Class 10a building must be separated from each other by a distance of not less than 1.8 m. |
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b. |
External wall to Class 10a building with FRL |
Each Class 10a building must be separated from each other by external walls complying with 3.7.2.4. |
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c. |
900 mm separation between Class 10a and Class 1 buildings |
Each Class 10a building must be separated from each Class 1 building by a distance of not less than 900 mm. |
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d. |
External wall to Class 10a buildings with FRL |
Each Class 10a building must be separated from each Class 1 building by external walls complying with 3.7.2.4. |
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e. |
Class 10a buildings with FRL to separating wall |
Each Class 10a building must be separated by a wall complying with 3.7.3.2. |
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f. |
External wall to adjacent Class 10a buildings with FRL |
Each Class 10a building must be separated from each other by external walls complying with 3.7.2.4. |
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g. |
External wall to adjacent Class 10a buildings with FRL |
Each Class 10a building must be separated from each Class 1 building by external walls complying with 3.7.2.4. |
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h. |
Class 10a buildings with FRL to separating wall |
Each Class 10a building must be separated by a wall complying with 3.7.3.2. |
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A Class 10a carport is exempt from complying with 3.7.2.5(a) if—
it has two or more sides open and not less than one third of its perimeter open; and
for the purposes of (i), a side is considered to be open if the roof covering adjacent to that side is not less than 500 mm from another building or allotment boundary; and
it has a polycarbonate or non-combustible roof covering; and
any ceiling lining and wall cladding, including gables, is non-combustible(see Figure 3.7.2.7); and
it does not provide direct vertical support to any part of the Class 1 building; and
in the case where it has a common roof structure with the Class 1 building and the carport does not have a ceiling (See Figure 3.7.2.8), the opening between the top of the wall of the Class 1 building and the underside of the roof covering is infilled with—
a non-combustible material; or
construction clad with non-combustible material on the carport side.
A side of a carport enclosed by a vehicle access door is not considered to be an open side.
State and Territory Variations
In South Australia delete 3.7.2.6(a) and insert SA 3.7.2.6(a) as follows:
Figure SA 3.7.2.7a |
Fire-resisting requirements for carports or verandahs without a ceiling |
Figure SA 3.7.2.7b |
Fire-resisting requirements for carports or verandahs with a non-combustible ceiling |
Figure SA 3.7.2.7c |
Fire-resisting requirements for external walls in carports and verandahs that share a common roof space |
Figure SA 3.7.2.7d |
Fire-resisting requirements for roof space openings in carports and verandahs with a ceiling that share a common roof space |
An encroachment is any construction between—
the external wall of the building and the allotment boundary other than a boundary adjoining a road or other public space; or
the external walls of two buildings on the same allotment; or
the external wall of the building and the vertical projection of an adjoining building on the same allotment.
For the purposes of (a), an encroachment relates to any external wall of—
a Class 1 building.
Encroachments allowed within 900 mm of an allotment boundary or within 1.8 m of another building on the same allotment are—
non-combustible fascias, gutters and downpipes; and
light fittings, electricity or gas meters, aerials or antennas; and
pergolas, sun blinds or water tanks (see Figure 3.7.2.9); and
unroofed terraces, landings, steps and ramps, not more than 1 m in height.
Encroachments allowed up to but not closer than 450 mm from an allotment boundary or up to but not closer than 900 mm from another building on the same allotment or associated encroachments of another building on the same allotment are—
combustible fascias, gutters and downpipes (see Figure 3.7.2.9); and
eaves with non-combustible roof cladding and non-combustible lining; and
flues, chimneys, pipes, domestic fuel tanks, cooling or heating appliances or other services.
Encroachments allowed between an external wall of a building and the vertical projection of an adjoining building on the same allotment are non-combustible fascias, gutters and downpipes (see Figure 3.7.2.3(e)).
A deck is not considered an unroofed terrace and is therefore not permitted as an allowable encroachment under 3.7.2.7 whether combustible or not.
The term pergola is a reference to an unroofed structure.
State and Territory Variations
In South Australia delete 3.7.2.7 and insert SA 3.7.2.7 and Figure SA 3.7.2.9a as follows:
Figure SA 3.7.2.9a |
Concession for encroachment of eaves |
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Combustible roof lights, skylights or the like installed in a roof or part of a roof required to have a non-combustible covering must—
have an aggregate area not more than 20% of the roof or part of the roof; and
not less than—
900 mm from the allotment boundary other than the boundary adjoining a road alignment or other public space; and
1.8 m from any roof light or the like in another building on the allotment other than an associated building or a detached part of the same building. (See Figure 3.7.2.10).
Note to Figure 3.7.2.10: Roof lights depicted in Figure 3.7.2.10 are combustible.