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Timber is available in a wide range of species, each with their own specific properties and capacity in terms of strength and durability. It is important to specify the most appropriate product for the application and carry out the necessary maintenance and attention to detail to ensure its long term performance.
The service performance of any timber component in weather exposed situations or high moisture enviroments depends on protecting it from the absorption of moisture. High moisture content in timber can encourage timber degradation while timber kept dry will not decay. The preferred detailing suggested below is aimed at reducing the ingress of water into the timber component by providing non-permeable surfaces and details which do not trap water. |
The following information and diagrams offer guidance in acceptable uses of timber components in weather exposed areas. The natural durability and hazard level treatments are detailed in tables 1-3
Table 1-Hazard Levels and Application
Hazard Class |
Exposure |
Service Conditions |
Biological Hazard |
H1 |
Inside above ground |
Fully protected well ventilated |
Borers only |
H2 |
Inside above ground |
Protected from wetting and leaching |
Borers and termites |
H3 |
Outside above ground |
Moderate wetting and leaching |
Decay, borers & termites |
H4 |
Outside in ground |
Severe wetting & leaching |
Severe decay, borers & termites |
H5 |
Ground contact |
Extreme wetting, leaching &/or critical use |
Very severe decay, borers & termites |
H6 |
Marine waters Nth & Sth |
Prolonged immersion in sea water |
Marine wood borers & decay |
H6SW |
Marine waters Sth only |
Prolonged immersion in sea water |
Marine wood borers & decay |
Table 2 - Treatment Chemicals & Hazard Levels
Type |
H1 |
H2 |
H3 |
H4 |
H5 |
H6 |
Water/Boron |
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CCA |
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ACQ |
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Solvent/LOSP |
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Double/CCA + Creosote |
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Table 3 - Natural Durability Classes
Natural Durability Class
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Fully Protected |
Above Exposed |
Inground |
Class 1 |
50+ |
50+ |
25+ |
Class 2 |
50+ |
30 |
15-25 |
Class 3 |
50+ |
15 |
8-15 |
Class 4 |
50+ |
5-8 |
<5 |
Table 4 - Natural Durability Classification of Heartwood of Common Timbers
Class 1 |
Class 2 |
Class 3 |
Class 4 |
Belian |
Blackbutt |
Brush Box |
Baltic Pine |
Cypress (white) |
Kwila (Merbau) |
Mixed open forest HWDS from Nth NSW or Sth QLD |
Caribbean Pine |
Ironbark |
Spotted Gum |
Rose Gum/Flooded Gum |
Douglas Fir (Oregon) |
Tallowwood |
Western Red Cedar |
Sydney Blue Gum |
Radiata Pine |
Turpentine |
River Red Gum |
Taun |
Slash Pine |
Yellow Cedar |
Balau |
Kempas |
Mountain Ash (Tasmainan Oak) |
Northern Box |
Teak |
Kapur |
Alpine Ash (Victorian Ash) |
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American White Oak |
Keruing |
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Kauri (East Asian) |
Note: Untreated class 3 & 4 timber shall not be used for weather exposed structural, i.e Post, joists & bearers of decks or unprotected beams protruding from the house
- External timbers are regarded as protected if they are covered by a roof projection (or similar) at 30 degres to the vertical & they are well detailed and maintained (painted or stained & kept well ventilated)
- Framing in extremely damp or unventilated locations should have the durability required for the external above-ground situations.
- All horizontal exposed timbers i.e bearers & joists, should be coated with a film forming coating i.e paint, oil based water repellant, ect, to enhance long term performance
Detailing for Durabliity
Attention to detail is most important i.e quality of timber, workmanship. fixings, finishes and maintenance. Failure to maintain high standards of quality in any of these factors expressed below may lead to a shortened service life
Timber
The timber used should be free of core wood (material within 50mm of the trees center) and free of splits, checks, loose knots and cavities. Timber should preferably be free of sapwood (lighter coloured wood found on the outer layer of the tree)
Joints & Connections
Use corrosion resistant fasteners i.e hot dipped galvanised, stainless steel or composite bolts, nails or nailed metal connectors. All timber-to-timber interfaces for all the joints should have a seal coating of preservation formulation. Preservation formulation should also be applied inside bolt holes and to the end grain of the timber. Housed, checked or birdsmouth joints and all other details that may trap water should be avoided. Some treatment chemicals used may react with the fasteners, ensure manufacturers instructions are followed in this regard.
Table 5 - Timber Selection Guide
Application |
Conditions of use |
Heartwood Durability |
Preservative Treatment of Sapwood |
Verandah posts, stumps or poles supported on brackets
Verandah decking & supporting bearers and joists
Roof beams, rafters or other members protruding from a building to form a pergola or other exposed structure |
Clear of the ground & exposed to the weather |
Class 1 or 2
Some Class 3 & some untreated Class 4 timbers are suitable for non-critical applications providing design, installation, finishing & maintenance practices are used |
H3 |
Posts, stumps or set into the ground |
In-ground contact or persistently damp situations |
Class 1
Class 2 timbers can be used where the members can be easily replaced or are protected from full weather exposure |
H4 & H5 |
Finishing
Refer to manufacturers' specification regarding method of application, number of costs and maintenance. Suggested finishes are:
- Pigmented oil based stains, or
- Pigmented paint over an oil based primer.
A wax free preservation pre-treatment is recommended for both finish systems.
Unpigmented finishes including clear film finishes have limited life when exposed to UV-light (sunlight) and should be avoided.
Maintenance
Finishes should be re-applied before the finish begins to break down. This may be done as required, usually at intervals of one to three years. When the maintenance schedule is followed, along with good detailing, timber will continue to look good and maintain its capacity for many years.
Note: This information is intended to give guidance to designers, builders and owners who are aware that species of durability Class 3 & 4 are generally not recommended for full weather exposed environments. However, providing special attention is paid to design, construction and regular maintenance, satisfactory performance can be obtained when used in weather exposed applications outlined herein.
Good Building Practice
Patio roof & Support Post
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Free Standing Unroofed/Roofed Pergola
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Pergola Connected to Ledger or Fascia Roofed/Unroofed
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