Timber Treatment
/ ˈtɪmbə ˈtriːtmənt /
Also known as: preservative treatment, pressure impregnation, tanalising
Definition
Timber treatment is the application of chemical preservatives to protect timber against fungal decay (rot) and insect attack (woodworm). Specified by Use Class (UC1 to UC5 under BS 8417): UC1 = dry interior, no treatment needed; UC2 = covered exterior; UC3a/b = exposed exterior; UC4 = ground contact; UC5 = marine. Pressure impregnation (the preservative is forced into the cell structure under pressure in an autoclave) is the most effective method and is the standard for structural carcassing - the characteristic green or brown tint on pre-treated timber comes from copper-based preservatives (copper azole, micronised copper). CCA (chromated copper arsenate) is withdrawn from general use. Building Regulations require treatment for timber in damp or at-risk locations; NHBC Standards are more prescriptive for new-build housing.
In practice
The single most useful rule of thumb for self-builders and renovators: if in doubt, use treated timber. Pre-treated carcassing typically costs 5-10% more than untreated - negligible in the context of a project - and eliminates the risk of specifying untreated timber in a location where treatment was required. Timber that is in contact with or close to masonry walls, set into roof constructions, or used in bathrooms and kitchens should always be treated regardless of whether Building Regulations specifically require it.
When cutting pressure-treated timber on site, the cut ends are exposed wood that the preservative has not penetrated. For UC3b and UC4 applications (outdoor exposed timber, ground contact), the cut ends should be treated with an end-grain preservative sealer before installation. This is especially important for fence posts - most premature fence post failures occur at the ground line where untreated end grain is exposed to the most aggressive moisture and biological conditions. For UC1 and UC2 applications, cut-end treatment is less critical but still good practice for joints and end grain that will be in contact with masonry.