AS 1684.2:2021 Residential Timber-Framed Construction - Non-Cyclonic Areas
Section 7: Roof framing – AS 1684.2:2021 Residential Timber-Framed Construction - Non-Cyclonic Areas

AS 1684.2:2021 Residential Timber-Framed Construction - Non-Cyclonic Areas 7.2.22-7.2.27: 7.2.22 to 7.2.27 Roof bracing, fixing to bracing walls, eaves, gables, lateral restraint and chimneys

Roof frames are braced to transfer horizontal loads to the structure (Section 8); bracing walls are fixed to ceiling or roof framing; structural fascias and bargeboards are sized as rafters or beams; soffit bearers meet minimum sizes by span and are hung from rafters or fixed to studs with 12 mm clearance to masonry veneer; gables are formed on cantilevered members (no more than 25 % of allowable span, backspan at least twice) or outriggers; gable end studs and boxed gables follow their details; beams get lateral restraint per the figure; framing around chimneys follows AS 1691 and AS/NZS 2918.

Maintained by Gerard Blokdyk

Other controls in Section 7: Roof framing – AS 1684.2:2021 Residential Timber-Framed Construction - Non-Cyclonic Areas

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