Metal Roofing Systems: Corrugated Steel, Aluminium and Corten — Fixings, Laps, Falls and Building Regs
Quick Answer: Metal roofing — corrugated steel, aluminium sheet and Corten (weathering steel) — must be installed to the manufacturer's fixing specification, with a minimum fall of 1:60 for profiled sheets (steeper for standing-seam) and laps of at least one corrugation or pan width at side joints. Building Regulations Part L sets maximum U-values (0.25 W/m²K or lower for roofs in new dwellings), and structural fixings must comply with BS 5427 (profiled sheet roofing) and BS EN 1993 (Eurocode 3 for steel structures).
Summary
Metal roofing has moved well beyond agricultural sheds. Corrugated steel and standing-seam aluminium are now common on extensions, garden rooms, industrial units, agricultural buildings and contemporary residential projects. Corten (weathering steel) is increasingly specified by architects for its self-patinating, maintenance-free aesthetic. Each material has different fixing, lapping and fall requirements that must be understood before you start — getting them wrong leads to water ingress, corrosion at fixings, or wind-uplift failures.
This article focuses on the three most common metal roofing systems a UK tradesperson or roofer will encounter: corrugated profiled steel sheet (typically colour-coated galvanised), aluminium sheet (profiled or standing-seam), and Corten (EN 10025-5 weathering steel) in profiled or flat/pan configurations. All three are durable when correctly installed; all three fail quickly when they are not.
The regulatory picture crosses several disciplines: structural loading (Eurocode 1 for wind and snow), corrosion protection, thermal performance (Part L), roof drainage falls, and condensation control (BS 5250). A roofer installing these systems should either hold NFRC membership or be working to a specification drawn up by a structural engineer or specialist roofing contractor.
Key Facts
- Minimum fall — profiled steel/aluminium — 1:60 (approximately 1°) for sheets with end laps; manufacturer guidance often recommends 1:40 (1.4°) to prevent capillary draw at laps
- Minimum fall — standing-seam — 1:80 is achievable, but 1:40 or steeper preferred to aid drainage; check manufacturer datasheet
- Minimum side lap — at least one corrugation or one pan for profiled sheets; standing-seam profiles have an integral side joint
- Minimum end lap — typically 150–200 mm at falls of 1:40 or steeper; 200–250 mm at shallower falls (always check manufacturer spec)
- Corrugated steel sheet — typically BS EN 10346 (hot-dip zinc-coated) or BS EN 10169 (organically coated); coating class Z275 (275 g/m² zinc) is standard for external use
- Aluminium sheet — typically 0.7 mm–1.2 mm thick for profiled sheets; standing-seam alloy is usually 3000-series (Mn alloyed) to 0.6–0.9 mm
- Corten (weathering steel) — BS EN 10025-5 grade S355J2W or S355J0WP; self-patinating, no paint required, but requires controlled run-off management during first 2–3 years while the oxide layer forms
- Corten run-off — acidic, staining water during patination; drainage must not contact concrete, masonry or paving that cannot be stained
- Fixings — steel sheets — self-drilling tek screws (stainless steel or tri-metal clad) at every third corrugation at side laps, and every corrugation at perimeter and ridge; minimum Class 4 corrosion resistance to BS EN ISO 15048
- Fixings — aluminium — must be aluminium-compatible (stainless steel or compatible alloy); never use ungalvanised steel — galvanic corrosion will occur
- Fixings — Corten — use weathering-steel-grade or stainless-steel fixings; standard galvanised fixings will rust-bleed before the Corten patinates
- Thermal performance (Part L1A, new dwellings) — roof U-value not to exceed 0.16 W/m²K (SAP 10.2); Part L1B (existing dwellings, reroofing) — 0.18 W/m²K target
- Condensation risk — metal roofs with insulation below require a vapour control layer (VCL) on the warm side; cold-side ventilation gap (25–50 mm minimum) or calculation to BS 5250 required if cold-roof construction
- Warm-roof construction — preferred: insulation above structural deck, metal sheet on top; eliminates condensation risk if designed correctly
- Building Regs Part C — external roofing materials must resist moisture penetration; metal sheeting satisfies this by design when correctly lapped and fixed
- Fire classification — steel and aluminium sheet have Euroclass A1 fire classification (non-combustible); Corten similarly A1; no surface spread of flame issues
- BS 5427 — the primary UK code of practice for profiled sheet roofing and cladding; covers design, fixing, laps and minimum falls
- Wind uplift — all metal sheet fixings must be designed for local wind pressures to BS EN 1991-1-4 (Eurocode 1 wind); corner and perimeter zones need more fixings than field zones
- Acoustic performance — metal roofing without adequate insulation is noisy in rain; acoustic insulation (mineral wool between purlins or over deck) is usually specified
Quick Reference Table
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Try squote free →| Material | Standard Thickness | Min. Fall | Side Lap | End Lap (1:40) | Typical Fixing Centres | Coating/Finish |
|---|---|---|---|---|---|---|
| Corrugated steel | 0.5–0.7 mm | 1:60 (1:40 recommended) | 1 corrugation | 150–200 mm | Every 3rd crest (field); every crest (perimeter) | Z275 galv + polyester/PVF2 |
| Trapezoidal steel | 0.5–0.7 mm | 1:60 (1:40 recommended) | 1 pan width | 150–200 mm | As above | Z275 galv + polyester/PVDF |
| Standing-seam aluminium | 0.6–0.9 mm | 1:80 (1:40 preferred) | Integral seam | N/A (continuous) | Concealed clip ~500 mm crs | Mill/anodised/PVF2 |
| Corten profiled | 1.5–3.0 mm | 1:60 (1:40 recommended) | 1 corrugation | 150–200 mm | Every 3rd crest (field) | Self-patinating (no paint) |
| Aluminium corrugated | 0.7–1.2 mm | 1:60 (1:40 recommended) | 1 corrugation | 150–200 mm | Every 3rd crest (field) | Mill/anodised/PVF2 |
Detailed Guidance
Corrugated and Trapezoidal Steel Sheet
Corrugated steel (sinusoidal profile, typically 32/76 corrugation) and trapezoidal (box-profile) steel are the most common metal roofing materials in the UK. Both are typically manufactured from hot-dip zinc-coated steel to BS EN 10346 with an organic topcoat (polyester or PVDF/PVF2 for longer life). Sheet thicknesses of 0.5 mm and 0.7 mm cover most domestic and light commercial applications; structural calculations determine span capability.
Laps and sealing. At side laps (running along the slope), sheets overlap by at least one full corrugation. Profiled foam closures (top and bottom) must be fitted at eaves and ridge to close the corrugation profile and prevent bird/insect entry. At end laps (across the slope), sheets lap by a minimum of 150 mm at falls of 1:40 or steeper; use 200 mm at 1:60 and 250 mm where the manufacturer specifies for very shallow pitches. A self-adhesive butyl or EPDM lap seal tape is strongly recommended at end laps below 1:20.
Fixings. Self-drilling tek screws are the standard fixing. Use stainless-steel-headed screws (A2 or A4 grade) with EPDM bonded washers. Fix through the crest (high point) of the corrugation for waterproofing integrity — fixing through the valley risks water pooling around the fixing point. At laps and perimeter zones, fix every corrugation; in the field, every third corrugation is typically adequate but confirm with structural load calculations for your location. Torque the screw until the washer just begins to compress — overtightening shears the washer, undertightening leaves a gap.
Ridge and eaves details. Factory-pressed ridge cappings, hip rolls and barge flashings in the same material are available from most sheet manufacturers. Internal gutters behind upstands and eaves gutters must be designed to handle the flow from the roof area — use BS EN 12056-3 for sizing. Eaves must have a drip edge or turn-down to direct water into the gutter rather than behind it.
Standing-Seam Aluminium
Standing-seam (also called secret-fix) aluminium is the premium system for residential and architectural projects. The sheet metal is formed into pans 400–600 mm wide, with upstanding seams at each side edge that are mechanically folded over concealed clips screwed to the substrate. No fixings penetrate the sheet face, which eliminates potential leak points and allows thermal movement.
Aluminium expands at approximately 23 mm per metre per 100°C temperature change — far more than steel. This is why concealed clips are either fixed (at one end per pan) or sliding (along the rest of the run). A 6-metre-long pan can move 8–10 mm across a full summer–winter cycle; fixed clips at one point and sliding clips throughout is the correct approach.
Standing-seam can accommodate pitches as low as 1:80 in some manufacturer systems, but 1:40 or greater is always more comfortable and provides a margin for any sub-base deflection. Substrates can be timber boarding, OSB, proprietary metal decking or structural steel purlins — the clip fixing must reach solid structure.
Aluminium is vulnerable to galvanic corrosion when in contact with copper (e.g. copper pipe or copper gutters) or certain timbers (particularly oak, sweet chestnut, or tanalised timber treated with copper-based preservatives). Isolate aluminium from these using a separating layer (bitumen felt strip, EPDM tape, or proprietary isolator pads).
Corten (Weathering Steel)
Corten is a weathering steel (BS EN 10025-5) that forms a dense, adherent rust-oxide layer (patina) when cyclically wetted and dried. The patina acts as a barrier and the steel behind it corrodes at a negligible rate — there is no requirement to paint or coat it. The patina takes 18–36 months to fully stabilise.
During patination, run-off water is brown-red and will stain concrete, natural stone, brick and paving permanently. Design drainage carefully: ensure water from the Corten roof discharges into gutters and runs to a drain, not across paving or masonry. If staining is unavoidable, apply a clear sealer to the substrate before the roof is completed.
Corten must NOT be used in marine environments (within approximately 1–2 km of the coast) — the salt prevents the stable oxide layer from forming and the steel corrodes aggressively. Similarly avoid use in heavily polluted industrial atmospheres or where the sheet will be permanently wet (ponding must not be permitted).
Fixings should be made in stainless steel (minimum A2) or in Corten-matched weathering-steel bolts. Standard galvanised fixings will rust and the rust will bleed onto the patina, creating unsightly streaks.
Thermal Insulation and Condensation
Metal roofs are cold-bridge-prone. The metal sheet itself has negligible thermal resistance (R-value ≈ 0), so all insulation must be provided either above or below the structural deck.
Warm-roof (preferred): Insulation (usually PIR boards or mineral wool) is placed above the structural deck, beneath the metal sheet. The metal sits on a ventilated spacer system (such as Matterhorn or proprietary rafter-top systems) that allows any diffused water vapour to disperse. Insulation thickness for Part L1A compliance in a new dwelling at 0.16 W/m²K: PIR (λ ≈ 0.022 W/mK) requires approximately 138 mm; mineral wool (λ ≈ 0.035 W/mK) requires approximately 219 mm.
Cold-roof (less preferred): Insulation between purlins/rafters, with a 50 mm clear ventilated void between the top of the insulation and the underside of the metal sheet. A vapour control layer (VCL) must be installed on the warm side (underside) of the insulation. Without adequate ventilation, interstitial condensation will drip from the inside of the metal sheet onto the insulation and structure. Run a condensation risk assessment to BS 5250 before specifying a cold-roof design.
Building Regulations Compliance
Part L: For new dwellings, roof U-value must not exceed 0.16 W/m²K (SAP 10.2 notional). For reroofing of existing dwellings where the area is more than 25% of the total roof area (threshold), the upgrade target is 0.18 W/m²K. For non-domestic buildings, refer to Part L2A/L2B and CIBSE TM54 for the relevant limiting values.
Part A (Structure): The metal sheet and its supporting structure must be designed to resist self-weight, imposed load (snow: typically 0.6 kN/m² at sea level in the UK per BS EN 1991-1-3), and wind uplift. For wind, corner and perimeter zones of a roof experience 1.5–2× the uplift of the field; fixings in these zones must be calculated and increased accordingly. A structural engineer should sign off the design for any span over 6 m or in high-wind locations (Scottish Highlands, coastal Wales, exposed hilltop sites).
Part C (Resistance to moisture): The choice of metal and protective coating must be appropriate for the exposure. Z275 coating is standard for most UK locations; more aggressive coastal or industrial environments may require Z350 coating or stainless-steel substrate.
Part F (Ventilation): Where a metal roof covers a habitable space, adequate ventilation pathways must be maintained. Cold-roof voids must connect to eaves and ridge ventilation openings.
Frequently Asked Questions
What is the minimum pitch for corrugated steel roofing?
The absolute minimum is 1:60 (approximately 1°) per BS 5427, but this is only acceptable with sealed laps and in sheltered locations. The practical working minimum is 1:40 (approximately 1.4°) for standard overlapping sheets without sealant at the laps, and always check the specific manufacturer's datasheet, which may require a steeper pitch. In exposed, high-rainfall locations, use 1:20 (approximately 3°) or steeper.
Can I mix metal types — aluminium gutters with a steel roof?
You should not allow aluminium and steel (or copper) to be in direct contact in a wet environment — this creates a galvanic cell and the less noble metal (aluminium) corrodes. Where different metals must be adjacent, use an isolating layer (EPDM strip, butumen felt, or proprietary isolator gaskets). Steel gutters below a steel roof and aluminium gutters below an aluminium roof are the clean approach.
Does Corten need planning permission because of its appearance?
Corten is generally considered an architectural material and may draw comment from planning officers on sensitive sites, but it is not automatically prohibited. In conservation areas or on listed buildings, check with the local planning authority before specifying. The material itself has Class A1 fire rating and meets Part L and Part C requirements. The main planning concern is typically aesthetic, not technical.
How do I handle the eaves detail on a standing-seam aluminium roof?
The eaves pan (the lowermost sheet) must terminate with an eaves trim or nosing that directs water forward into the gutter. The back of the gutter must sit far enough out that snow or ice sliding off the metal pan does not damage the gutter. A sliding eaves clip allows the bottom pan to move forward freely. Never fix the eaves pan rigidly at both ends — this will buckle or pull the fixings.
What maintenance do metal roofs require?
Colour-coated steel requires periodic inspection of fixings (EPDM washers degrade over 20–30 years), lap seals, and coating integrity at cut edges and drill holes. Touch-up cut edges with compatible cold galvanising compound. Aluminium standing-seam requires very little maintenance — check seam folds and gutter outlets annually. Corten requires no maintenance once patinated, but inspect fixings every 5–10 years and ensure drainage channels remain clear.
Regulations & Standards
BS 5427 — Code of practice for the use of profiled sheet for roof and wall cladding on buildings; covers steel, aluminium, and GRP; primary design reference
BS EN 10346 — Continuously hot-dip coated steel flat products; specifies zinc coating classes (Z275, Z350 etc.)
BS EN 10025-5 — Hot-rolled structural steel products with improved atmospheric corrosion resistance (Corten / weathering steel)
BS EN 1991-1-3 (Eurocode 1 Part 1-3) — Actions on structures: snow loads; used to determine imposed roof load
BS EN 1991-1-4 (Eurocode 1 Part 1-4) — Actions on structures: wind actions; used for wind uplift calculations
BS EN 1993 (Eurocode 3) — Design of steel structures; referenced for Corten and structural steel elements
BS 5250 — Code of practice for control of condensation in buildings; apply to cold-roof metal designs
Building Regulations Part L (England) — Conservation of fuel and power; U-value targets for roofs (0.16 W/m²K new dwellings, 0.18 W/m²K reroofing)
Building Regulations Part A — Structural safety; structural design of sheeting and supports to Eurocodes
Building Regulations Part C — Site preparation and resistance to contaminants and moisture; material durability requirements
NFRC Technical Guidance — National Federation of Roofing Contractors guidance on sheet metal roofing practice
BS EN ISO 15048 — Fasteners; mechanical properties; corrosion-resistance classification for fixings
BS 5427 at BSI Knowledge — British Standards Institution; primary code of practice for profiled sheet roofing
NFRC — National Federation of Roofing Contractors — Industry guidance notes on metal roofing systems
Tata Steel Construction — Colorcoat guidance — Technical datasheet library for colour-coated steel profiles
Kalzip — Standing Seam Technical Manual — Standing-seam aluminium system specifications and detailing
Approved Document L (England) — GOV.UK; current U-value requirements for roofs
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warm flat roof detail — warm-roof build-up applicable to metal deck roofs
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