/editions/ncc-2022/adopted/volume-one/8-south-australia/g5-construction-bushfire-prone-areas
SA G5D1 Deemed-to-Satisfy Provisions2019: G5.0
Delete subclause G5D1(1) and insert SA G5D1(1) as follows:
(1)…
/editions/ncc-2022/adopted/volume-one/9-tasmania/g5-construction-bushfire-prone-areas
TAS G5P1 Bushfire resistance2019: GP5.1
Delete clause G5P1 and insert TAS G5P1 as follows:
A building that is…
/editions/ncc-2022/adopted/volume-one/10-victoria/g5-construction-bushfire-prone-areas
VIC G5O1 Objective2019: GO5
Delete clause G5O1 and insert VIC G5O1 as follows:
The Objective of this Part is to…
/editions/2016-a1/ncc-2016-volume-two/part-38-health-and-amenity/part-381-wet-areas-and-external
Performance Requirements
Appropriate Performance Requirements:
Where an alternative system for external waterproofing a roof or external wall of a building is proposed as a Performance Solution to that described in Part 3.8.1, that proposal…
/editions/2016-a1/ncc-2016-volume-two/part-310-additional-construction-requirements/part-3101-high
Performance Requirements
Appropriate Performance Requirements:
Where an alternative method of constructing in high wind areas is proposed as a Performance Solution to that described in Part 3.10.1, that proposal must comply with—
P2.1.1; and
the…
/editions/2016-a1/ncc-2016-volume-two/part-310-additional-construction-requirements/part-3103-flood
Appropriate Performance Requirements
Appropriate Performance Requirements:
Where an alternative design is proposed as a Performance Solution to that described in Part 3.10.3, that proposal must comply with—
; and
the relevant Performance…
/editions/2019-a1/ncc-2019-volume-two-amendment-1/part-38-health-and-amenity/part-381-wet-areas-and
Appropriate Performance Requirements
Appropriate
Performance Requirements
Where an alternative system for external waterproofing a roof or external wall of a building is proposed as a Performance Solution to that described in Part…
/editions/ncc-2022/adopted/volume-one/f-health-and-amenity/part-f2-wet-areas-and-overflow-protection
Introduction to this Part
This Part is intended to minimise the risk of water from internal wet areas accumulating…
/editions/ncc-2022/adopted/volume-one/g-ancillary-provisions/part-g5-construction-bushfire-prone-areas
Introduction to this Part
This Part contains additional requirements for the construction of buildings located in…
/editions/2019/ncc-2019-volume-two/part-38-health-and-amenity/part-381-wet-areas-and-external
Appropriate Performance Requirements
Appropriate
Performance Requirements
Where an alternative system for external waterproofing a roof or external wall of a building is proposed as a Performance Solution to that described in Part…
/editions/2019/ncc-2019-volume-two/part-310-ancillary-provisions-and-additional-construction/part
Appropriate Performance Requirements
Appropriate Performance Requirements
Where an alternative design is proposed as a Performance Solution to that described in Part 3.10.3, that proposal must comply with—
Performance RequirementP2.1.2; and…
/editions/2019/ncc-2019-volume-two/part-310-ancillary-provisions-and-additional-construction/part
Appropriate Performance Requirements
Appropriate
Performance Requirements
Where an alternative alpine area egress design is proposed as a Performance Solution to that described in Part 3.10.4, that proposal must comply with—…
/editions/2019-a1/ncc-2019-volume-two-amendment-1/part-310-ancillary-provisions-and-additional/p3.10.3
Appropriate Performance Requirements
Appropriate Performance Requirements
Where an alternative design is proposed as a Performance Solution to that described in Part 3.10.3, that proposal must comply with—
Performance RequirementP2.1.2; and…
/editions/2019-a1/ncc-2019-volume-two-amendment-1/part-310-ancillary-provisions-and-additional/p3.10.4
Appropriate Performance Requirements
Appropriate
Performance Requirements
Where an alternative alpine area egress design is proposed as a Performance Solution to that described in Part 3.10.4, that proposal must comply with—…
/editions/2019-a1/ncc-2019-volume-one-amendment-1/section-g-ancillary-provisions/part-g4-dts
Deemed-to-Satisfy Provisions
G4.0 Deemed-to-Satisfy Provisions
(a)
Where a Deemed-to-Satisfy
Solution is proposed, Performance
Requirements GP4.1 to
GP4.4 are satisfied…
/editions/2019-a1/ncc-2019-volume-one-amendment-1/section-g-ancillary-provisions/part-g5
Performance Requirements
NSW GP5.1
Qld GP5.1
Bushfire Verification Method
GP5.1 Bushfire resistance
A building that is constructed in a designated bushfire prone area must, to the degree necessary, be designed and constructed to…
/editions/2019/ncc-2019-volume-one/section-g-ancillary-provisions/part-g5-construction-bushfire-dts
Deemed-to-Satisfy Provisions
G5.0 Deemed-to-Satisfy Provisions
(a)
Where a Deemed-to-Satisfy Solution is proposed, Performance RequirementsGP5.1 is satisfied by complying with G5.1 and G5.2.
(b)
Where a Performance Solution is…
/editions/2019/ncc-2019-volume-one/queensland/qld-part-g5-construction-bushfire-prone-areas
Delete GP5.1 and insert Qld GP5.1 as follows:
Qld GP5.1
A building that is constructed in a designated bushfire prone area must be designed and constructed to reduce the risk of ignition from a bushfire while the fire front passes.…
/resource/case-study/construction-houses-flood-hazard-area-performance-scenario
Shows the performance-based design process for a house in a flood hazard area. It is recommended to read in conjunction with the Developing a Performance Solution process document.
/editions/2016-a1/ncc-2016-volume-one/section-b-structure/specification-b12-design-buildings
1. Scope
This specification contains requirements for the design of buildings in cyclonic areas in addition to the requirements of AS/NZS 1170.2.
For the purposes of Specification B1.2, cyclonic areas are those determined as being located in wind…