What good looks like
Roof structure and covering: what good looks like
Trusses, bracing, underlay, battens and the perimeter details that keep the roof watertight and stable.
Roofs fail at their edges. The structure itself is usually straightforward — trusses at the designed centres, seated fully on the wall plate, with the bracing pattern the truss designer specified and no cut or notched members. The risk sits in the detailing: underlay laid to the correct lap and supported so it drains to the gutter rather than behind it, battens of the specified grade and gauge, and verges, valleys and abutments formed to the manufacturer's detail. Ventilation paths must remain open above insulation at the eaves, and trays or flashings at abutments need to be dressed and secured, not simply tucked.
Basis in regulation
Part C, clause 6
Roofs: resistance to moisture
Read the sourceChecked against the live source on 20 August 2026
Key requirements
Timber Roof Structure and Deck Requirements
Timber flat roofs, balconies, and terraces must be constructed to be both adequately strong and durable, forming a suitable substrate for the intended waterproofing system. Key considerations include ensuring the overall structural integrity, the proper selection and installation of joist hangers, s
Timber flat roofs, balconies, and terraces must be constructed to be both adequately strong and durable, forming a suitable substrate for the intended waterproofing system. Key considerations include ensuring the overall structural integrity, the proper selection and installation of joist hangers, straps, and strutting for stability, and adherence to best practices for installing timber decks. These elements collectively contribute to the long-term performance and watertightness of the roof assembly.
Basis in regulation
BS EN 1995-1-1
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Key requirements: roof
What gets checked before the scaffold comes down.
Trusses at the specified centres, fully seated and fixed to the wall plate with the designed restraint straps. Bracing installed to the truss designer's layout, full length and fixed at every crossing. No truss member cut, notched or drilled without written approval from the designer. Underlay lapped to the specified minimum and dressed into the gutter. Battens graded and gauged to the tile manufacturer's fixing specification. Ventilation path at eaves maintained clear of insulation, and abutment flashings dressed and mechanically secured.
Basis in regulation
Part C, clause 6.3
Roof coverings and underlay
Read the sourceChecked against the live source on 20 August 2026
Reinforced Bitumen Membrane Specifications
Reinforced bitumen membranes (RBM) and modified bitumen roofing systems must comply with BS EN 13707 standards for flexible sheets for waterproofing. High-performance RBMs, often reinforced with polyester, incorporate modifiers like SBS (elastomeric) for enhanced flexibility in cold temperatures, or
Reinforced bitumen membranes (RBM) and modified bitumen roofing systems must comply with BS EN 13707 standards for flexible sheets for waterproofing. High-performance RBMs, often reinforced with polyester, incorporate modifiers like SBS (elastomeric) for enhanced flexibility in cold temperatures, or APP (plastomeric) for improved UV resistance and higher softening points, contributing to a longer service life. Complete bitumen membrane systems should be supplied and installed by the membrane manufacturer or their approved contractors.
Basis in regulation
BS EN 13707
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Recommended Design and Finished Falls for Roof Types
Different types of flat roofs require specific design and minimum finished falls to ensure effective drainage and prevent water accumulation. For membrane and liquid-applied waterproofing, lead, green/biodiverse, and blue roofs, a design fall of 1:40 is typically recommended, aiming for a minimum fi
Different types of flat roofs require specific design and minimum finished falls to ensure effective drainage and prevent water accumulation. For membrane and liquid-applied waterproofing, lead, green/biodiverse, and blue roofs, a design fall of 1:40 is typically recommended, aiming for a minimum finished fall of 1:80. Tapered insulation systems should be designed with a 1:60 fall to achieve a minimum finished fall of 1:80. Profiled metal and standing seam roofs have varying angular pitch requirements depending on their support.
Basis in regulation
BS 6229
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Firring Pieces and Waterproofing Sequence for Roofs
Firring pieces are essential components used to create the necessary fall for drainage on flat roofs, unless the primary structural joists are already sloped. They must be securely fixed to the joists in accordance with the design specifications to ensure stability and proper fall formation. To prev
Firring pieces are essential components used to create the necessary fall for drainage on flat roofs, unless the primary structural joists are already sloped. They must be securely fixed to the joists in accordance with the design specifications to ensure stability and proper fall formation. To prevent water ingress during construction, the roof must be made watertight and sealed at the end of each working day or when inclement weather is expected, ensuring successive layers are installed without trapping moisture.
Basis in regulation
BS 6229
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Inverted Roof Construction Standards
Inverted roofs should not be used on slopes exceeding 10 degrees and must be installed on decks designed without back falls or ponding, ensuring positive drainage. Ballast, such as paving slabs or shingle, is critical for resisting wind uplift, preventing flotation of insulation, and offering fire p
Inverted roofs should not be used on slopes exceeding 10 degrees and must be installed on decks designed without back falls or ponding, ensuring positive drainage. Ballast, such as paving slabs or shingle, is critical for resisting wind uplift, preventing flotation of insulation, and offering fire protection, with its depth specified by design and potentially exceeding minimums for flotation resistance. A separating layer between waterproofing and insulation may be required by the membrane manufacturer.
Basis in regulation
BS 6229
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Effective Roof Drainage and Deflection Analysis
Flat roofs, balconies, and terraces must be designed to drain effectively to outlets without creating standing water or 'back falls' on the waterproofing layer. For more complex or larger roof structures, a detailed engineering analysis is required to predict both short-term and long-term deflection
Flat roofs, balconies, and terraces must be designed to drain effectively to outlets without creating standing water or 'back falls' on the waterproofing layer. For more complex or larger roof structures, a detailed engineering analysis is required to predict both short-term and long-term deflections, including creep, under various loading conditions. This analysis should coordinate with the drainage design and account for construction tolerances to ensure effective falls are maintained.
Basis in regulation
BS 6229
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Single-ply membrane surface finishes
Single-ply membrane roofs require surface finishes tailored to their function, ranging from supplementary reflective coatings for maintenance-only access to robust paving or decking for trafficked areas. Loose-laid membranes may be ballasted with washed, rounded shingle installed over a protection l
Single-ply membrane roofs require surface finishes tailored to their function, ranging from supplementary reflective coatings for maintenance-only access to robust paving or decking for trafficked areas. Loose-laid membranes may be ballasted with washed, rounded shingle installed over a protection layer. For areas with foot traffic, proprietary flexible, non-slip walkways, paving slabs on adjustable supports, or decking systems with bearers on additional protection are specified.
Basis in regulation
BS 6229
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Flat roof surface treatments
The surface treatment for flat roofs must be selected based on the intended access and use of the roof area. For roofs with maintenance access only, options include mineral-surfaced cap sheets, reflective stone chippings embedded in bitumen, or loose shingle ballast. Access roofs, walkways, or terra
The surface treatment for flat roofs must be selected based on the intended access and use of the roof area. For roofs with maintenance access only, options include mineral-surfaced cap sheets, reflective stone chippings embedded in bitumen, or loose shingle ballast. Access roofs, walkways, or terraces require more robust finishes such as precast concrete tiles on supports, proprietary paving slabs, or decking systems, installed over suitable protection layers.
Basis in regulation
BS 6229
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Dissimilar metal and chemical interaction in roofing
To prevent galvanic corrosion, direct contact between dissimilar metals in roofing and fixings, and discharge of rainwater from one dissimilar metal roof onto another, must be avoided. Metal roofing materials are also susceptible to damage from acidic run-off from timber cladding, fresh cement morta
To prevent galvanic corrosion, direct contact between dissimilar metals in roofing and fixings, and discharge of rainwater from one dissimilar metal roof onto another, must be avoided. Metal roofing materials are also susceptible to damage from acidic run-off from timber cladding, fresh cement mortar, acidic cleaners, and marine environments. Manufacturers' guidance should always be consulted for suitable material selection and protective measures.
Basis in regulation
BS EN ISO 12944
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Structural roof timber durability
Key structural timber components within pitched roofs, including rafters, purlins, and ceiling joists, require suitable durability for their intended service life, especially when used in conjunction with fully supported weatherproof membranes or continuous metal coverings. Durability can be achieve
Key structural timber components within pitched roofs, including rafters, purlins, and ceiling joists, require suitable durability for their intended service life, especially when used in conjunction with fully supported weatherproof membranes or continuous metal coverings. Durability can be achieved either by preservative treatment or by selecting timber of appropriate natural durability class, ensuring heartwood is used for the latter.
Basis in regulation
BS EN 350
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Garage Roof Performance Requirements
Garage roofs must be designed and constructed to prevent the ingress of rain and snow, safely support all anticipated loads, and transfer these loads to the supporting structure without excessive deformation. Key considerations include securing the roof against uplift, providing adequate bracing and
Garage roofs must be designed and constructed to prevent the ingress of rain and snow, safely support all anticipated loads, and transfer these loads to the supporting structure without excessive deformation. Key considerations include securing the roof against uplift, providing adequate bracing and restraint, appropriate detailing at interfaces, accommodating thermal or structural movement, and ensuring effective rainwater disposal.
Basis in regulation
Design Falls for Flat Roofs Without Detailed Analysis
When a comprehensive structural analysis for deflection is not carried out, flat roofs must be designed with an adequate initial fall to compensate for both immediate and long-term structural deflection. This preventative measure ensures that the finished roof surface will still achieve effective dr
When a comprehensive structural analysis for deflection is not carried out, flat roofs must be designed with an adequate initial fall to compensate for both immediate and long-term structural deflection. This preventative measure ensures that the finished roof surface will still achieve effective drainage, preventing the formation of back falls or areas where water can pond, which are detrimental to roof longevity and performance.
Basis in regulation
BS 6229
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Solid fuel flue outlets and terminals
Solid fuel flue outlets and terminals must be adequately separated from combustible materials and other parts of the building to prevent fire. They must be designed to allow for the satisfactory discharge of flue gases and effectively prevent the ingress of damp and rainwater. Critical design consid
Solid fuel flue outlets and terminals must be adequately separated from combustible materials and other parts of the building to prevent fire. They must be designed to allow for the satisfactory discharge of flue gases and effectively prevent the ingress of damp and rainwater. Critical design considerations include the correct positioning of the outlet, the type and placement of the terminal, and appropriate chimney cappings.
Basis in regulation
Structural Design for Flat Roofs, Terraces, and Balconies
The structural design of flat roofs, terraces, and balconies must be engineered to safely support and transmit all imposed loads to the building's main structure. Designs must adequately address both short-term and long-term vertical deflection to ensure that an effective drainage strategy is mainta
The structural design of flat roofs, terraces, and balconies must be engineered to safely support and transmit all imposed loads to the building's main structure. Designs must adequately address both short-term and long-term vertical deflection to ensure that an effective drainage strategy is maintained over the structure's lifespan. For larger roofs, especially L-shaped configurations, provisions for movement, such as continuous joints through upstands and edges, are critical to accommodate thermal and structural shifts.
Basis in regulation
BS 8579
Read the sourceBS EN 1991
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Inverted Roof System Design and Materials
Inverted roof systems primarily utilise extruded or expanded polystyrene (XPS or EPS) insulation, which must be externally rated and suitably assessed for the application. A water flow reducing layer (WFRL) is essential to minimise the cooling effect of rainwater. The system must be ballasted to pre
Inverted roof systems primarily utilise extruded or expanded polystyrene (XPS or EPS) insulation, which must be externally rated and suitably assessed for the application. A water flow reducing layer (WFRL) is essential to minimise the cooling effect of rainwater. The system must be ballasted to prevent uplift and flotation, and calculations should account for the cooling effect of rainwater through insulation joints as per BS 6229.
Basis in regulation
BS 5250
Read the sourceBS 6229
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Critical dimensions at this stage
Original editorial guidance based on publicly available Approved Documents. Not building control approval, a warranty determination, or a substitute for the full source document.