Construction Timber: Species, Use Classes & Treatment Guide
In your self-build project, timber appears everywhere: timber frame, roof structure, cladding, decking, sole plate, roof boarding, panels. But between a spruce C16 and a Douglas fir C24 treated to use class 4, the price can double and the service life jump from 5 years to 50 years. Understanding species, use classes and strength grades helps you avoid the two classic pitfalls: overpaying for timber that is overspecified for its purpose, or watching your roof structure rot after a few seasons. This guide gives you all the codes.
Timber species used in construction
In the UK and Ireland, 5 to 6 species cover 95 % of residential construction uses. The rest (larch, sweet chestnut, black locust…) remains marginal and more expensive.
Softwoods (90 % of the market)
| Species | Origin | Natural durability | Density | Typical use |
|---|---|---|---|---|
| Fir / Spruce — SPF whitewood (Picea/Abies) | France, Germany, Scandinavia | Low (use class 4-5) | 450 kg/m³ | Indoor carcassing, timber frame, formwork |
| Douglas fir (Pseudotsuga menziesii) | France (Massif Central), Pacific NW | Good (use class 3 natural) | 540 kg/m³ | Exposed carcassing, cladding, decking |
| Scots pine / Maritime pine | Landes (FR), Scandinavia | Low (use class 4-5) | 510 kg/m³ | Battens, treated cladding, frame |
| Larch (Larix decidua) | Alps, Siberia | Very good (use class 3-4 natural) | 590 kg/m³ | Cladding, decking, external joinery |
Hardwoods (10 % of the market, specific uses)
| Species | Natural durability | Density | Typical use |
|---|---|---|---|
| Oak (Quercus robur) | Very good (use class 2-3 natural) | 720 kg/m³ | Exposed beams, flooring, joinery |
| Sweet chestnut | Very good (use class 3 natural) | 580 kg/m³ | Cladding, posts, outdoor furniture |
| Black locust (Robinia pseudoacacia) | Excellent (use class 4 natural) | 750 kg/m³ | Decking, posts, outdoor furniture |
| Beech | Poor (use class 5) | 720 kg/m³ | Interior flooring, stairs (dry conditions only) |
Tip — In self-build, Douglas fir is the Swiss army knife: naturally use class 3, affordable, attractive, and increasingly available from UK and Irish suppliers. For trussed rafters, a C24 whitewood treated to use class 2 is perfectly adequate (sheltered interior). For cladding, go for Douglas fir or larch untreated.
Timber use classes (standard EN 335)
This is THE code to know. The European standard EN 335 defines 5 use classes based on the moisture exposure of timber in service. The higher the class, the more resistant the timber must be (durable species or appropriate treatment).
| Class | Exposure | Timber MC | Typical on-site example |
|---|---|---|---|
| Use class 1 | Dry interior, sheltered | < 18 % permanently | Sheltered carcassing, interior floor, furniture |
| Use class 2 | Humid interior / sheltered, condensation possible | 18-20 % occasionally | Cold-roof carcassing, bathroom panelling |
| Use class 3 | Exterior, no ground contact | 20 % temporarily | Vertical cladding, external joinery, fascia |
| Use class 4 | Permanent ground or fresh water contact | > 20 % permanently | Sole plate, decking, fence post |
| Use class 5 | Salt water immersion | Saturated | Marine piles (rare in housing) |
How to determine which use class your timber needs
Two routes:
- Natural durability of the species: Douglas fir is naturally use class 3, oak use class 2-3, black locust use class 4. No treatment required.
- Pressure-treated timber: a spruce pressure-treated to use class 4 (UC4) can be used in ground contact. Traceability is mandatory (delivery note or certificate).
Warning — The most common fatal error: fitting a sole plate in untreated whitewood on a concrete slab. Whitewood is naturally use class 1 — in contact with the ground and water splash, it rots within 3-5 years. Always use use class 4 minimum for the sole plate, the bottom of wall cladding (drip zone), fence posts and decking.
Strength grades (standard EN 338)
For structural timber (roof structure, timber frame, load-bearing floor), there is a separate grading system based on bending strength. It is coded C (softwood/Conifer) or D (hardwood/Deciduous), followed by a number = resistance in MPa.
Common grades for softwoods
| Grade | Bending strength | Modulus of elasticity | Typical use |
|---|---|---|---|
| C16 | 16 MPa | 8 GPa | Standard residential carcassing, light frame |
| C18 | 18 MPa | 9 GPa | General carcassing, standard floor joists |
| C24 | 24 MPa | 11 GPa | Standard for roof structure and timber frame |
| C30 | 30 MPa | 12 GPa | Long spans, heavy load-bearing floors |
| C40 | 40 MPa | 14 GPa | Specialist structures, glulam |
For hardwoods, the nomenclature uses D: D24, D30, D40, D60. Oak typically falls around D30-D40.
Best practice — For your timber frame house or traditional roof structure, specify C24 CE-marked timber. It is the market standard and the optimum price-to-strength ratio. C16 is cheaper but requires larger sections for the same spans — you often end up paying more per cubic metre overall.
Timber treatments
Pressure treatment (most common)
The timber passes through an autoclave (pressure vessel) where a preservative is injected. The result depends on the treatability of the species and the treatment level required.
| Autoclave level | Typical colour | Target use class |
|---|---|---|
| UC2 | Natural or lightly tinted | Use class 2 (humid interior) |
| UC3 | Pale green (copper-based) | Use class 3 (exterior, no ground contact) |
| UC4 | Dark green / olive brown | Use class 4 (ground contact, decking) |
Most treatable species: Scots pine, maritime pine (excellent). Spruce and fir are poorly treatable (inconsistent penetration — UC4 guarantee only achievable with incising process). Douglas fir is not treated (naturally durable).
In the UK, pressure-treated timber is often sold under trade names such as Tanalised (Lonza) or Vacsol — these indicate the process rather than the species.
Other treatments
| Treatment | Principle | Use |
|---|---|---|
| Thermal modification (Thermowood) | Kiln at 200-240°C | Durable cladding, biocide-free |
| Oil heat treatment | Hot vegetable oil bath | Decking, premium cladding |
| Wood saturator / decking oil | Penetrating impregnation | Cladding, decking (maintenance) |
| Wood stain / varnish | Surface protective film | Joinery, furniture |
Tip — For decking and cladding, prefer naturally durable species (Douglas fir, larch, black locust, sweet chestnut) over pressure-treated timber. The result is more attractive, the species weathers to a beautiful grey patina with no maintenance, and you avoid biocides. Extra cost: +20 to +40 %, but similar service life (25-35 years).
Common sections in roof structure and timber frame

When you order timber, you specify a section (width × depth in mm) and a length (in metres). Here are the most common stock sections:
Solid structural timber (C24)
| Section (mm) | Typical use | Indicative max span |
|---|---|---|
| 38 × 100 | Batten, counter-batten | 1 m |
| 38 × 150 | Light floor joist | 2.50 m |
| 50 × 75 | Nogging, panel support | - |
| 75 × 100 | Secondary purlin | 2 m |
| 75 × 150 | Common purlin, rafter | 3.50 m |
| 100 × 200 | Ridge beam, wall plate | 5 m |
| 150 × 200 | Load-bearing beam | 6 m |
| 200 × 200 | Structural post | - |
| 75 × 225 (deep joist) | Load-bearing floor joist | 4.50 m |
Timber frame studs (vertical members)
| Section (mm) | Use |
|---|---|
| 38 × 95 | Non-load-bearing internal partitions |
| 45 × 145 | Standard external wall stud |
| 45 × 195 | Enhanced insulation frame |
| 45 × 220 | High-performance / passive frame |
Glulam (BSH/GL) and LVL
Glulam (glued laminated timber) consists of timber laminations stacked and glued under pressure. It allows enormous sections (up to 200 × 1500 mm) and lengths up to 30 m, impossible with solid timber. Widely used for long-span structures (garages, cathedral living rooms, commercial bays).
| Type | Typical strength | Use |
|---|---|---|
| GL24h | 24 MPa | Standard residential |
| GL28h | 28 MPa | Long spans |
| LVL (Laminated Veneer Lumber, e.g. Kerto) | 38 MPa | Heavily loaded beams, timber I-beams |
Reading a timber marking
On every piece of construction timber from a reputable sawmill, you will find a mandatory CE marking with the following information:
Ex: EN 14081 - C24 - UC2 - SPR/FIR - 75x150 - L=4.00 m
- EN 14081: structural timber standard
- C24: strength grade
- UC2: use class (and treatment level)
- SPR/FIR: species (Spruce / Fir — whitewood)
- 75x150: section in mm
- L=4.00 m: length
Warning — For your building works opening declaration and your 10-year structural warranty (decennial insurance), keep all delivery notes for structural timber for 10 years. This is your proof of compliance in the event of a claim. Timber without CE marking cannot be insured and may invalidate your structural guarantee.
Choosing your timber: decision tree
Whitewood C24 untreated] A -->|Cold roof space| C[Use class 2
Whitewood treated UC2] A -->|Vertical exterior cladding| D[Use class 3
Douglas fir untreated OR whitewood UC3] A -->|Sole plate / decking / fence post| E[Use class 4
Douglas fir untreated OR pine UC4] A -->|Permanent immersion| F[Use class 5
Black locust or exotic species] B -->|Load-bearing structure| G{Span greater than 5 m?} G -->|Yes| H[Glulam GL24h] G -->|No| I[Solid timber C24] style A fill:#0F4C81,stroke:#0F4C81,color:#fff style B fill:#56C6A9,stroke:#56C6A9,color:#fff style C fill:#56C6A9,stroke:#56C6A9,color:#fff style D fill:#F58220,stroke:#F58220,color:#fff style E fill:#F58220,stroke:#F58220,color:#fff style F fill:#CD212A,stroke:#CD212A,color:#fff style G fill:#0F4C81,stroke:#0F4C81,color:#fff style H fill:#56C6A9,stroke:#56C6A9,color:#fff style I fill:#56C6A9,stroke:#56C6A9,color:#fff
Certifications to check
Beyond the mandatory CE marking, several labels guarantee the origin and quality of timber:
- PEFC (pefc.org) — timber from sustainably managed forests (~90 % of the European market)
- FSC (fsc.org) — international equivalent, stricter criteria
- Grown in Britain / Irish Timber — locally grown certified timber
- CTB-B+ — French sawmill certification (relevant if sourcing from French suppliers), guarantees kiln-drying and visual grading

For quality timber, look at independent local sawmills rather than large general merchants (DIY stores). You will often find better prices per m³ and timber that is drier (and therefore more stable). In the UK, the Timber Trade Federation and UK Forest Products Association list certified suppliers by region.
Estimating timber moisture content
The moisture content (MC) of timber governs its behaviour. At delivery, check with a moisture meter:
| Timber condition | Moisture content | Stability |
|---|---|---|
| Green / wet | > 30 % | Very unstable, significant shrinkage ahead |
| Air-dried | 22-30 % | Still unstable (sheltered carcassing acceptable) |
| Commercially dried | 18-22 % | Standard for covered roof structure |
| Kiln-dried (KD) | 12-15 % | Ideal for interior joinery |
| Equilibrium (heated building) | 8-12 % | Flooring, interior furniture in heated space |
Tip — For roof structure, specify timber at 18-22 % MC maximum. For exterior cladding, 18 % is ideal (immediate installation without twisting). For interior joinery and flooring, allow it to acclimatise to 10-12 % by storing the timber in the heated building for 2-3 weeks before fixing.
Common mistakes to avoid
1. Buying timber that is too wet. Shrinkage between 25 % and 12 % MC reaches 5 to 8 % across the width. A roof structure installed green will split, warp and make the house creak for two years.
2. Treating Douglas fir or larch. These species are naturally durable and effectively non-treatable by pressure impregnation. The treatment does not penetrate — it is wasted money.
3. Using C16 whitewood in load-bearing roof structure. You will be forced to use larger sections, meaning the timber will ultimately cost you more than buying C24 in the first place.
4. Confusing use class with strength grade. A UC4 timber can be C16 (moisture-resistant but low load-bearing) or C24 (both). For a sole plate in a timber frame, you need UC4 + C24 as a minimum.
5. Storing timber directly on the ground without covering. A pallet of 4 m³ of timber laid on bare ground absorbs moisture by capillary action. Always stack on cross-bearers (minimum 50 mm air gap under the pile) and cover the top with a breathable sheet, leaving the sides open for ventilation.
6. Forgetting shrinkage in timber frames. In a timber frame 2.50 m high, vertical shrinkage of the timber (mainly in the horizontal plates) reaches 10-20 mm between installation and stabilisation. Allow for flexible joints between storeys and at openings.
Checklist: ordering construction timber
- Define the exact use (interior/exterior, ground contact, load-bearing structure, cladding)
- Identify the required use class (1 to 5)
- Identify the required strength grade (C16, C24, C30…)
- Choose the species based on natural durability or treatment
- Check the CE marking (EN 14081 standard for structural timber)
- Check PEFC or FSC certification
- Ask for the moisture content at delivery (moisture meter essential)
- Compare prices between local sawmill and general merchant
- Allow +10 % extra on lengths ordered (cutting waste)
- Prepare storage: drained ground, cross-bearers, breathable cover
- Keep delivery notes for 10 years (structural warranty requirement)