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Design loads on decks

By Alide Elkink 1 December 2006, Build 97

NZS 3604 provides design parameters for deck design for 2.0 kPa floor loadings. However, the designer must consider the load that a deck or balcony may potentially carry and, if it is likely to exceed this loading, the design parameters should be increased accordingly.

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Hold-down fixings

By Bruce Sedcole 1 October 2020, Build 180

BRANZ regularly receives queries about hold-down fixings to the exterior walls of timber-framed buildings. This overview sets out the fixing requirements in NZS 3604:2011 for resistance to uplift for the various framing members.

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Issues (33)