NHBC
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  • 1 Welcome
    • 1.1 Contact us
    • 1.2 What’s changed
  • 2 Introduction
    • 2.1 The Standards and Technical Requirements
    • 2.2 3D Models
  • 3 General
    • 3.1 Concrete and its reinforcement
      • 3.1.1 Compliance
      • 3.1.2 Provision of information
      • 3.1.3 Storage of materials
      • 3.1.4 Site-mixed concrete
      • 3.1.5 Ready-mixed concrete
      • 3.1.6 Concrete specification
      • 3.1.7 Admixtures
      • 3.1.8 Special types of concrete
      • 3.1.9 Design of reinforced concrete
      • 3.1.10 Installation of reinforcement
      • 3.1.11 Blinding concrete
      • 3.1.12 Formwork
      • 3.1.13 Before concreting
      • 3.1.14 Casting
      • 3.1.15 Curing
      • 3.1.16 Testing
      • 3.1.17 Glossary
      • Figure reference table
    • 3.2 Cold weather working
      • 3.2.1 Compliance
      • 3.2.2 External conditions
      • 3.2.3 Materials
      • 3.2.4 Concreting
      • 3.2.5 Masonry
      • 3.2.6 Rendering, plastering and screeding
      • 3.2.7 Admixtures
      • 3.2.8 Painting
    • 3.3 Timber preservation (natural solid timber)
      • 3.3.1 Compliance
      • 3.3.2 Durability
      • 3.3.3 Sitework
      • 3.3.4 Protection and storage
      • 3.3.5 Treatment of cut surfaces
      • 3.3.6 Compatibility with metal
      • 3.3.7 Further information
      • Figure reference table
  • 4 Foundations
    • 4.1 Land quality – managing ground conditions
      • 4.1.1 Compliance
      • 4.1.2 Initial Assessment – desk study (all sites)
      • 4.1.3 Initial Assessment – walkover survey (all sites)
      • 4.1.4 Initial Assessment – results
      • 4.1.5 Basic Investigation (sites where hazards are not identified or suspected)
      • 4.1.6 Detailed Investigation (sites where hazards are identified or suspected)
      • 4.1.7 Managing the risks (sites where hazards are found)
      • 4.1.8 Unforeseen hazards
      • 4.1.9 Documentation and verification
      • 4.1.10 Guidance for investigations
      • 4.1.11 Further information
      • Figure reference table
    • 4.2 Building near trees
      • 4.2.1 Compliance
      • 4.2.2 Provision of information
      • 4.2.3 Building near trees
      • 4.2.4 The effects of trees on shrinkable soils
      • 4.2.5 Foundations in all soil types
      • 4.2.6 Excavation of foundations
      • 4.2.7 Foundations in shrinkable soils
      • 4.2.8 Design and construction of foundations in shrinkable soils
      • 4.2.9 Foundation depths for specific conditions in shrinkable soils
      • 4.2.10 Heave precautions
      • 4.2.11 New drainage
      • 4.2.12 Method of assessment of foundation depths using charts
      • 4.2.13 Method of assessment of foundation depths using tables
      • 4.2.14 Worked example
      • 4.2.15 Further information
    • 4.3 Strip and trench fill foundations
      • 4.3.1 Compliance
      • 4.3.2 Provision of information
      • 4.3.3 Ground conditions
      • 4.3.4 Hazardous ground
      • 4.3.5 Setting out
      • 4.3.6 Services and drainage
      • 4.3.7 Safe transmission of loads
      • 4.3.8 Sloping ground and stepped foundations
      • 4.3.9 Excavations
      • 4.3.10 Reinforcement
      • 4.3.11 Concrete
      • 4.3.12 Movement joints
      • 4.3.13 Construction joints
    • 4.4 Raft, pile, pier and beam foundations
      • 4.4.1 Compliance
      • 4.4.2 Provision of information
      • 4.4.3 Site conditions
      • 4.4.4 Hazardous ground
      • 4.4.5 Services and drainage
      • 4.4.6 Safe transmission of loads
      • 4.4.7 Construction
      • 4.4.8 Engineer checks
      • 4.4.9 Compressible materials
      • 4.4.10 Reinforcement
      • 4.4.11 Concrete
      • 4.4.12 Movement joints
      • 4.4.13 Resistance to moisture
    • 4.5 Vibratory ground improvement techniques
      • 4.5.1 Compliance
      • 4.5.2 Hazardous sites and ground hazards
      • 4.5.3 Desk study and site investigation
      • 4.5.4 Confirmation of suitability for treatment
      • 4.5.5 Suitability of ground conditions
      • 4.5.6 Compatibility of the ground, design and treatment
      • 4.5.7 Acceptable methods
      • 4.5.8 Materials for use as fill
      • 4.5.9 Granular material
      • 4.5.10 Sitework
      • 4.5.11 Adjacent excavations
      • 4.5.12 Verification of completed treatment
    • 4.6 Engineered fill
      • 4.6.1 Compliance
      • 4.6.2 Provision of information
      • 4.6.3 Hazardous sites and ground hazards
      • 4.6.4 Desk study and ground investigation
      • 4.6.5 Suitability of ground conditions
      • 4.6.6 Materials for use as engineered fill
      • 4.6.7 Design and specification of earthworks
      • 4.6.8 Compatibility of fill with foundations, infrastructure and external works
      • 4.6.9 Acceptable methods of earthworks filling
      • 4.6.10 Site work
      • 4.6.11 Adjacent excavations
      • 4.6.12 Verification of engineered fill
      • 4.6.13 Reporting
      • Figure reference table
  • 5 Substructure, Ground Floors, Drainage and Basements
    • 5.1 Substructure and ground-bearing floors
      • 5.1.1 Compliance
      • 5.1.2 Provision of information
      • 5.1.3 Transfer of loads
      • 5.1.4 Ground conditions
      • 5.1.5 Services and drainage
      • 5.1.6 Ground below fill
      • 5.1.7 Fill below floors
      • 5.1.8 Infill up to 600mm deep
      • 5.1.9 Materials used for fill
      • 5.1.10 Harmful or toxic materials
      • 5.1.11 Regulatory solutions
      • 5.1.12 Walls below the DPC
      • 5.1.13 Durability
      • 5.1.14 Mortar
      • 5.1.15 Wall ties
      • 5.1.16 Blinding
      • 5.1.17 Ground floor slab and concrete
      • 5.1.18 Laying the ground-bearing floor slab
      • 5.1.19 Damp proof course
      • 5.1.20 Damp proofing concrete floors
      • 5.1.21 Thermal insulation
      • 5.1.22 Installation of insulation
      • 5.1.23 Further information
      • Figure reference table
    • 5.2 Suspended ground floors
      • 5.2.1 Compliance
      • 5.2.2 Provision of information
      • 5.2.3 Contaminants
      • 5.2.4 Proprietary systems
      • 5.2.5 Transfer of loads: concrete floors
      • 5.2.6 Reinforced concrete
      • 5.2.7 Construction of suspended concrete ground floors
      • 5.2.8 Transfer of loads: timber floors
      • 5.2.9 Thermal insulation and thermal bridging
      • 5.2.10 Damp proofing and ventilation
      • 5.2.11 Floor finishes
      • 5.2.12 Floor decking
    • 5.3 Drainage below ground
      • 5.3.1 Compliance
      • 5.3.2 Provision of information
      • 5.3.3 Preliminary work
      • 5.3.4 Foul and surface water disposal
      • 5.3.5 Drainage system performance
      • 5.3.6 Ground water drainage
      • 5.3.7 Design to avoid damage and blockages
      • 5.3.8 Durability
      • 5.3.9 Septic tanks and cesspools
      • 5.3.10 Septic tank outputs
      • 5.3.11 Surface water soakaways
      • 5.3.12 Component requirements
      • 5.3.13 Excavation
      • 5.3.14 Protection of pipework
      • 5.3.15 Laying pipework
      • 5.3.16 Protection of work
      • 5.3.17 Testing
    • 5.4 Waterproofing of basements and other below ground structures
      • 5.4.1 Compliance
      • 5.4.2 Provision of information
      • 5.4.3 Waterproofing
      • 5.4.4 Ground conditions
      • 5.4.5 Structural stability
      • 5.4.6 Design considerations
      • 5.4.7 Waterproofing systems
      • 5.4.8 Handling, storage and protection
      • 5.4.9 Buried podiums
      • Figure reference table
  • 6 Superstructure (excluding roofs)
    • 6.1 External masonry walls
      • 6.1.1 Compliance
      • 6.1.2 Provision of information
      • 6.1.3 Structural design
      • 6.1.4 Fire resistance
      • 6.1.5 Acoustic resistance
      • 6.1.6 Exposure
      • 6.1.7 Thermal insulation
      • 6.1.8 Concrete blocks
      • 6.1.9 Bricks
      • 6.1.10 Stone masonry
      • 6.1.11 Construction of masonry walls
      • 6.1.12 Lintels
      • 6.1.13 Materials suitable for mortar
      • 6.1.14 Mortar
      • 6.1.15 Render
      • 6.1.16 Cladding
      • 6.1.17 DPCs and cavity trays
      • 6.1.18 Wall ties, bed joint reinforcements and windposts
      • 6.1.19 Handling materials
      • 6.1.20 Protection of the works during construction
      • Figure reference table
    • 6.2 External timber framed walls
      • 6.2.1 Compliance
      • 6.2.2 Provision of information
      • 6.2.3 Design checking and certification
      • 6.2.4 Load-bearing walls
      • 6.2.5 Fixing the frame
      • 6.2.6 Nails and staples
      • 6.2.7 Sheathing
      • 6.2.8 Differential movement
      • 6.2.9 Fire resistance
      • 6.2.10 Protection from moisture
      • 6.2.11 Timber preservation
      • 6.2.12 Air and vapour control layers
      • 6.2.13 Breather membranes
      • 6.2.14 Wall ties and fixings
      • 6.2.15 Insulation
      • Figure reference table
    • 6.3 Internal walls
      • 6.3.1 Compliance
      • 6.3.2 Provision of information
      • 6.3.3 Supporting load-bearing internal walls
      • 6.3.4 Masonry walls
      • 6.3.5 Load-bearing timber walls
      • 6.3.6 Fire resistance
      • 6.3.7 Sound insulation
      • 6.3.8 Partitions: internal non load-bearing
      • 6.3.9 Construction of timber partitions
      • 6.3.10 Construction of steel framed partitions
      • 6.3.11 Construction of proprietary systems
      • 6.3.12 Plasterboard
      • 6.3.13 Damp proof courses
      • 6.3.14 Components
      • Figure reference table
    • 6.4 Timber and concrete upper floors
      • 6.4.1 Compliance
      • 6.4.2 Provision of information
      • 6.4.3 Upper floor design
      • 6.4.4 Fire spread
      • 6.4.5 Sound insulation
      • 6.4.6 In-situ concrete floors and concreting
      • 6.4.7 Precast concrete
      • 6.4.8 Timber joist spans
      • 6.4.9 Timber joist performance
      • 6.4.10 Construction of timber floors
      • 6.4.11 Joists supported by intermediate walls
      • 6.4.12 Joists connected to steel
      • 6.4.13 Joists into hangers
      • 6.4.14 Timber joist and restraint strap
      • 6.4.15 Strutting
      • 6.4.16 Joists and openings
      • 6.4.17 Multiple joists
      • 6.4.18 Notching and drilling
      • 6.4.19 Floor decking
      • 6.4.20 Floating floors or floors between homes
    • 6.5 Steelwork
      • 6.5.1 Compliance
      • 6.5.2 Design guidance
      • 6.5.3 Steel grade and coatings
      • 6.5.4 Installation and support
      • 6.5.5 Padstones
      • 6.5.6 Connections
      • 6.5.7 Examples
      • Figure reference table
    • 6.6 Staircases
      • 6.6.1 Compliance
      • 6.6.2 Provision of information
      • 6.6.3 Fire precautions
      • 6.6.4 Lighting
      • 6.6.5 Glazing
      • 6.6.6 Structural design
      • 6.6.7 Headroom and width
      • 6.6.8 Design of steps
      • 6.6.9 Landings
      • 6.6.10 Guarding
      • 6.6.11 Handrails
      • 6.6.12 Staircases made from timber and wood-based products
      • 6.6.13 Concrete staircases
      • 6.6.14 Steel staircases
      • 6.6.15 Proprietary staircase units
      • 6.6.16 Protection
      • Figure reference table
    • 6.7 Doors, windows, and glazing
      • 6.7.1 Compliance
      • 6.7.2 Provision of information
      • 6.7.3 In-service performance
      • 6.7.4 Coupled door and window frame assemblies
      • 6.7.5 Glazing
      • 6.7.6 Security
      • 6.7.7 Timber doors and windows
      • 6.7.8 Non-timber doors and windows
      • 6.7.9 Ironmongery
      • 6.7.10 Material storage and protection
      • 6.7.11 Installation
      • 6.7.12 Completed work
      • Figure reference table
    • 6.8 Fireplaces, chimneys and flues
      • 6.8.1 Compliance
      • 6.8.2 Provision of information
      • 6.8.3 Solid fuel – fireplaces and hearths
      • 6.8.4 Solid fuel – combustion air
      • 6.8.5 Solid fuel – flue pipes
      • 6.8.6 Solid fuel – chimneys
      • 6.8.7 Solid fuel – outlets and terminals
      • 6.8.8 Gas – fireplaces and hearths
      • 6.8.9 Gas – combustion air
      • 6.8.10 Gas – flue pipes
      • 6.8.11 Gas – chimneys
      • 6.8.12 Gas – outlets and terminals
      • 6.8.13 Oil – fireplaces and hearths
      • 6.8.14 Oil – combustion air
      • 6.8.15 Oil – flue pipes
      • 6.8.16 Oil – chimneys
      • 6.8.17 Oil – outlets and terminals
      • 6.8.18 All – fireplaces and hearths
      • 6.8.19 All – fireplace surrounds
      • 6.8.20 All – flue pipes
      • 6.8.21 All – flue liners
      • 6.8.22 All – flues
      • 6.8.23 All – chimneys
      • 6.8.24 Masonry
      • 6.8.25 Mortar
      • 6.8.26 DPC
      • 6.8.27 Flashings
      • 6.8.28 Terminals
      • 6.8.29 Flue testing
      • 6.8.30 Further information
    • 6.9 Curtain walling and cladding
      • 6.9.1 Compliance
      • 6.9.2 Provision of information
      • 6.9.3 Certification
      • 6.9.4 Loads
      • 6.9.5 Support and fixings
      • 6.9.6 Durability
      • 6.9.7 Interfaces
      • 6.9.8 Insulation
      • 6.9.9 Damp proofing and vapour control
      • 6.9.10 Installation and tolerances
      • 6.9.11 Electrical continuity and earth bonding
      • 6.9.12 Maintenance
      • 6.9.13 Glazing, gaskets and sealants
      • 6.9.14 Cavity barriers and firestops
      • 6.9.15 Ventilation screens
      • 6.9.16 Handling and storage
      • 6.9.17 Curtain walling
      • 6.9.18 Rainscreen cladding
      • 6.9.19 Insulated render and brick slip cladding
    • 6.10 Light steel framed walls and floors
      • 6.10.1 Compliance
      • 6.10.2 Provision of information
      • 6.10.3 Structural certification
      • 6.10.4 Structural design of load-bearing floors and walls
      • 6.10.5 Structural design of infill walls
      • 6.10.6 Roofs
      • 6.10.7 Steel and fixings
      • 6.10.8 Detailing of steel joists
      • 6.10.9 Restraint
      • 6.10.10 Construction of load-bearing walls and external infill walls
      • 6.10.11 Interfaces with staircases
      • 6.10.12 Fixing floor decking and ceilings
      • 6.10.13 Other design issues
      • 6.10.14 Behaviour in relation to fire
      • 6.10.15 Acoustic performance
      • 6.10.16 Moisture control
      • 6.10.17 Insulation
      • 6.10.18 Air and vapour control layers
      • 6.10.19 Breather membranes
      • 6.10.20 Cladding, lining and sheathing boards
      • 6.10.21 Wall ties
      • 6.10.22 Services
      • 6.10.23 Further information
      • Figure reference table
    • 6.11 Render
      • 6.11.1 Compliance
      • 6.11.2 Provision of information
      • 6.11.3 Weather conditions
      • 6.11.4 Backgrounds
      • 6.11.5 Accommodation of movement
      • 6.11.6 Mixes
      • 6.11.7 Detailing
      • 6.11.8 Render onto board backgrounds
      • 6.11.9 Finishes
      • Figure reference table
  • 7 Roofs
    • 7.1 Flat roofs, terraces and balconies
      • 7.1.1 Compliance
      • 7.1.2 Provision of information
      • 7.1.3 Flat roof, terrace and balcony general design
      • 7.1.4 Drainage
      • 7.1.5 Flat roof, terrace and balcony structural design
      • 7.1.6 Timber structure and deck
      • 7.1.7 Concrete decks
      • 7.1.8 Profiled self-supporting metal roof decks
      • 7.1.9 Profiled self-supporting metal roofing
      • 7.1.10 Thermal insulation and vapour control
      • 7.1.11 Waterproofing layer and surface treatments
      • 7.1.12 Green and biodiverse (brown roofs) – including roof gardens
      • 7.1.13 Blue roofs
      • 7.1.14 Raised and buried podiums
      • 7.1.15 Detailing of flat roofs
      • 7.1.16 Accessible thresholds and upstands
      • 7.1.17 Metal balcony decking systems
      • 7.1.18 Parapets and guarding to terraces and balconies
    • 7.2 Pitched roofs
      • 7.2.1 Compliance
      • 7.2.2 Provision of information
      • 7.2.3 Design of pitched roofs
      • 7.2.4 Protection of trusses
      • 7.2.5 Durability
      • 7.2.6 Wall plates
      • 7.2.7 Joints and connections
      • 7.2.8 Restraint
      • 7.2.9 Bracing for trussed rafter roofs
      • 7.2.10 Strutting for site formed attic trusses and cut roofs that form a floor
      • 7.2.11 Support for equipment
      • 7.2.12 Access
      • 7.2.13 Dormer construction
      • 7.2.14 Underlay, sarking boards and sheets
      • 7.2.15 Ventilation, vapour control and insulation
      • 7.2.16 Fire-stopping and cavity barriers
      • 7.2.17 Battens
      • 7.2.18 Roof coverings
      • 7.2.19 Fixing tiles and slates
      • 7.2.20 Weathering details
      • 7.2.21 Valleys and hidden gutters
      • 7.2.22 Drainage
      • 7.2.23 Fascias and trim
      • 7.2.24 Spandrel panels in cold roofs
      • 7.2.25 Roof cassette systems
      • 7.2.26 Solar roof panels
      • Figure reference table
  • 8 Services
    • 8.1 Internal services
      • 8.1.1 Compliance
      • 8.1.2 Provision of information
      • 8.1.3 Water services and supply
      • 8.1.4 Cold water storage
      • 8.1.5 Gas services
      • 8.1.6 Electrical services
      • 8.1.7 Meter boxes
      • 8.1.8 Hot water services
      • 8.1.9 Unvented storage systems
      • 8.1.10 Soil and waste systems internal
      • Figure reference table
    • 8.2 Electrical generating technologies
      • 8.2.1 Solar photovoltaics (PV)
        • 8.2.1.1 Compliance
        • 8.2.1.2 Provision of information
        • 8.2.1.3 System design
        • 8.2.1.4 Building integration
        • 8.2.1.5 Fixing
        • 8.2.1.6 Access
        • 8.2.1.7 Electrical installation requirements
        • 8.2.1.8 Handling and storage
        • 8.2.1.9 Sequence of work
        • Figure reference table
      • 8.2.2 Wind turbines
        • 8.2.2.1 Compliance
        • 8.2.2.2 Provision of information
        • 8.2.2.3 System design
        • 8.2.2.4 Building integration
        • 8.2.2.5 Fixing
        • 8.2.2.6 Access
        • 8.2.2.7 Electrical installation requirements
        • 8.2.2.8 Handling and storage
        • 8.2.2.9 Sequence of work
        • Figure reference table
    • 8.3 Space heating systems
      • 8.3.1 Space heating
        • 8.3.1.1 Requirements
      • 8.3.2 Gas heating appliances
        • 8.3.2.1 Compliance
        • 8.3.2.2 Provision of information
        • 8.3.2.3 System design
        • 8.3.2.4 Building integration
        • 8.3.2.5 Fixing
        • 8.3.2.6 Access
        • 8.3.2.7 Electrical installation requirements
        • 8.3.2.8 Handling and storage
        • 8.3.2.9 Sequence of work
      • 8.3.3 Heat pumps
        • 8.3.3.1 Compliance
        • 8.3.3.2 Provision of information
        • 8.3.3.3 System design
        • 8.3.3.4 Pipes, insulation and protection from cold
        • 8.3.3.5 Ground collectors
        • 8.3.3.6 Building integration
        • 8.3.3.7 Fixing
        • 8.3.3.8 Access
        • 8.3.3.9 Electrical installation requirements
        • 8.3.3.10 Handling and storage
        • 8.3.3.11 Sequence of work
        • Figure reference table
      • 8.3.4 Biomass
        • 8.3.4.1 Compliance
        • 8.3.4.2 Clean air act
        • 8.3.4.3 Fuel storage
        • Figure reference table
    • 8.4 Ventilation
      • 8.4.1 Mechanical ventilation and heat recovery (MVHR)
        • 8.4.1.1 Compliance
        • 8.4.1.2 Provision of information
        • 8.4.1.3 System design
        • 8.4.1.4 Acoustics
        • 8.4.1.5 Building integration
        • 8.4.1.6 Ductwork
        • 8.4.1.7 Fixing and jointing of ductwork
        • 8.4.1.8 Access and operation
        • 8.4.1.9 Electrical installation requirements
        • 8.4.1.10 Handling and storage
        • 8.4.1.11 Commissioning and balancing
        • 8.4.1.12 Sequence of work
        • Figure reference tabl
      • 8.4.2 Mechanical extract ventilation systems (MEV)
        • 8.4.2.1 Compliance
        • 8.4.2.2 Provision of information
        • 8.4.2.3 System design
        • 8.4.2.4 Acoustics
        • 8.4.2.5 Building integration
        • 8.4.2.6 Ductwork
        • 8.4.2.7 Fixing and jointing of ductwork
        • 8.4.2.8 Access
        • 8.4.2.9 Electrical installation requirements
        • 8.4.2.10 Handling and storage
        • 8.4.2.11 Commissioning and balancing
        • 8.4.2.12 Sequence of work
        • Figure reference table
    • 8.5 LZC Hot water systems
      • 8.5.1 Solar thermal hot water systems
        • 8.5.1.1 Compliance
        • 8.5.1.2 Provision of information
        • 8.5.1.3 System design
        • 8.5.1.4 Safe discharge
        • 8.5.1.5 Building integration
        • 8.5.1.6 Fixing
        • 8.5.1.7 Access
        • 8.5.1.8 Electrical installation requirements
        • 8.5.1.9 Handling and storage
        • 8.5.1.10 Handover requirements
        • 8.5.1.11 Sequence of work
        • Figure reference table
    • 8.6 Installation and commissioning
      • 8.6.1 Compliance
      • 8.6.2 Installation
      • 8.6.3 Insulation to services
      • 8.6.4 Insulation performance
      • 8.6.5 Testing and commissioning
      • 8.6.6 Handover requirements
      • Figure reference table
  • 9 Finishes
    • 9.1 A consistent approach to finishes
      • 9.1.1 Compliance
      • 9.1.2 External walls
      • 9.1.3 Internal walls and ceilings
      • 9.1.4 Doors and windows
      • 9.1.5 Floors
      • 9.1.6 Glazing
      • 9.1.7 Ceramic, concrete, terrazzo and similar tile finishes
      • 9.1.8 Fitted furniture
      • 9.1.9 Joint sealants
      • 9.1.10 Paint finishes
      • 9.1.11 Sanitary ware
      • 9.1.12 Other surfaces and components
      • 9.1.13 Pitched roof coverings
      • 9.1.14 Garages
      • 9.1.15 External works
      • 9.1.16 Further information
      • Figure reference table
    • 9.2 Wall and ceiling finishes
      • 9.2.1 Compliance
      • 9.2.2 Provision of information
      • 9.2.3 Plastering
      • 9.2.4 Dry lining
      • 9.2.5 Ceramic wall tiling
      • Figure reference table
    • 9.3 Floor finishes
      • 9.3.1 Compliance
      • 9.3.2 Provision of information
      • 9.3.3 Insulation
      • 9.3.4 Screed
      • 9.3.5 Ceramic, concrete, terrazzo and similar tile finishes
      • 9.3.6 Wood finishes
      • 9.3.7 Flexible sheet and flexible tile finishes
      • 9.3.8 Asphalt finishes
      • 9.3.9 Staircase finishes
      • Figure reference table
    • 9.4 Finishes and fitments
      • 9.4.1 Compliance
      • 9.4.2 Provision of information
      • 9.4.3 General provisions – cupboards and fitments
      • 9.4.4 Finishings and internal trim
      • 9.4.5 Joinery
      • 9.4.6 Airing cupboards, cupboards, worktops and fitments
      • 9.4.7 Ironmongery, prefabricated items and other materials
      • 9.4.8 Protection and handover
      • Figure reference table
    • 9.5 Painting and decorating
      • 9.5.1 Compliance
      • 9.5.2 Provision of information
      • 9.5.3 Storage
      • 9.5.4 Conditions for painting and decorating
      • 9.5.5 Timber
      • 9.5.6 Steel
      • 9.5.7 Walls
      • 9.5.8 Wallpapering
      • 9.5.9 Other surfaces
      • 9.5.10 Completed painting and decorating
  • 10 External works
    • 10.1 Garages
      • 10.1.1 Compliance
      • 10.1.2 Provision of information
      • 10.1.3 Garage foundations
      • 10.1.4 Garage floors
      • 10.1.5 Garage walls
      • 10.1.6 Resistance to fire spread
      • 10.1.7 Security
      • 10.1.8 Doors and windows
      • 10.1.9 Garage roofs
      • 10.1.10 Permanent prefabricated garages and carports
      • 10.1.11 Services
      • Figure reference table
    • 10.2 Drives, paths and landscaping
      • 10.2.1 Compliance
      • 10.2.2 Provision of information
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7.2 Pitched roofs

Also see:

Part 8.0
BS 5250

7.2.15 Ventilation, vapour control and insulation

Roofs shall have adequate precautions against condensation and cold. Issues to be taken into account include:

  1. ventilation
  2. vapour control
  3. insulation
  4. pipework.

Ventilation#

This guidance on ventilation should be read in conjunction with the definitions table at the beginning of Chapter 7.2 ‘Pitched roofs’.

Pitched roofs should be adequately ventilated to limit the risk of interstitial condensation. Roof ventilation should be in accordance with BS 5250:2021.

The roof ventilation guidance in this clause is taken from BS 5250:2021 ‘Management of moisture in Buildings – Code of practice’. New-build homes can be at risk of a significant additional moisture load from the construction process and therefore roof-space condensation may occur during the first heating season. The builder may consider additional precautions than those stated below, to help reduce the potential for condensation during this period eg by providing 5000mm2/m high level ventilation in cold roof construction, where high level ventilation is not required in the British Standard.

The roof ventilation strategy should be selected dependent upon:

  • the roof covering ie, air permeable or air impermeable
  • the underlay type ie, Type LR or Type HR
  • the roof type ie, cold or warm roof
  • the pitch of the roof
  • ceiling type ie, normal or well-sealed (where applicable).

Roofing underlay

Roofing underlays, Type HR or Type LR, should be selected with consideration for the roof type, the outer weatherproof covering and the design of the property, in order to ensure that the required ventilation provision can be met.

Where a Type LR underlay is fully supported on sarking sheets or boards which offer a high resistance to the passage of air or water vapour, such as plywood, oriented strand board (OSB), chipboard, or tongue and grooved sarking boards, the Type LR underlay and sarking should be treated as a Type HR underlay, for roof ventilation purposes.

Where Type LR underlays are laid on open jointed square-edged sarking boards, typically 150 mm wide with a minimum 2 mm gap between each board, these may be treated as Type LR underlays, for roof ventilation purposes.

Air permeability of roof coverings

Manufacturers information should be checked to confirm the air permeability of the roof covering. BS 5534 ‘Slating and tiling for pitched roofs and vertical cladding’ (Annex L) provides information on testing the air permeability of tiles or slates.

Where the permeability of the roof covering is unknown, the roof covering should be treated as air impermeable.

Where arrays of integrated solar roof panels are installed forming the roof covering, then whole roof covering should be treated as air impermeable, unless the panel manufacturer is able to demonstrate their system is air permeable. Integrated solar roof panel manufacturers may also require a larger air space beneath the panel, than stated in this Clause, to increase ventilation and cooling of the panel.

Roof ventilation strategies

Roof ventilation should:

  • prevent the entry of birds, etc (fabrications with 3mm-10mm openings are acceptable)
  • ensure that ventilation pathways remain clear, ie, not blocked by insulation or the structure
  • have a spacer in the eaves to allow insulation to be installed over and beyond the wall plate to minimise the thermal bridge without blocking the ventilation path (the spacer should be of sufficient length to maintain ventilation throughout the thickness of the insulation)
  • incorporate correctly sized, proprietary eaves ventilators, which are fixed in accordance with the manufacturer’s instructions.

Figure 42: Typical eaves ventilation

Figure 42: Typical eaves ventilation

For the purposes of health and safety it may not be necessary to provide ventilation to small roof areas (3m2 or less) over porches or bay windows. Where no roof ventilation is proposed, a condensation risk analysis should be undertaken to ensure the risk of interstitial condensation is mitigated. Alternative designs for small roofs maybe more appropriate, for example:

  • warm roof designs or
  • the use of air and vapour permeable underlays.

To avoid condensation in larger roofs, pitched roofs which incorporate insulation, should be designed to limit the risk of interstitial condensation. Guidance on roof ventilation strategies can be found using the flow chart below:

NHBC technical illustration

Air permeable outer weatherproof coverings

This section provides guidance on the roof ventilation strategy where an air permeable outer weatherproof covering is used.

Outer weatherproof coverings of concrete and clay tiles are typically classed as air permeable, manufacturers information should be consulted.

Table 11: Cold roof ventilation (Type HR underlay and air permeable outer roof covering)

Roof pitchMinimum eaves ventilation (Underneath underlay)Additional requirements
10° to 15°25 000mm2/m Additional 5000 mm2/m ridge or high level ventilation (underneath underlay), based on the longest horizontal dimension, should be provided where the roof pitch exceeds 35° or the roof span exceeds 10m, or the roof is a lean-to or mono pitch
>15° and <75°10 000mm2/m Additional 5000 mm2/m ridge or high level ventilation (underneath underlay), based on the longest horizontal dimension, should be provided where the roof pitch exceeds 35° or the roof span exceeds 10m, or the roof is a lean-to or mono pitch

Figure 43: Roof pitch 10° to 15°

Figure 43: Roof pitch 10° to 15°

Figure 44: Roof pitch >15° and <75°

Figure 44: Roof pitch >15° and <75°

Figure 45: Mono-pitched roof

Figure 45: Mono-pitched roof

Table 12: Warm or hybrid roof ventilation (Type HR underlay and air permeable outer roof covering)

Roof pitch Minimum eaves/ low level ventilation (underneath underlay)Minimum ridge/ high level ventilation (underneath underlay)Additional requirements
10° to <75° 25 000mm2/m 5000mm2/m AVCL required

Minimum 25mm clear ventilation pathway required(1)

Notes

1. Minimum 25mm clear ventilation pathway is measured from the lowest point of the underlay drape or underside of sarking.

Figure 46: Hybrid roof - Room-in-roof

Figure 46: Hybrid roof - Room-in-roof

Figure 47: Hybrid roof - Room in roof (flat roof dormer)

Figure 47: Hybrid roof - Room in roof (flat roof dormer)

Figure 48: Warm roof

Figure 48: Warm roof

Table 13: Cold roof ventilation (Type LR underlay and air permeable outer roof covering)

Roof pitch Ceiling type Minimum eaves/low level ventilation (underneath underlay)
10° to <75° Normal (1) 7000 mm2/m
10° to <75° Well-sealed (1) 3000 mm2/m(2)

Notes

1. A normal ceiling typically has an air permeability of 300 mm2/m2 (0.3%).
A well-sealed ceiling conforms to BS 9250 and typically has an air permeability of not more than 30 mm2//m2/(≤0.03%).

2. Alternatively, a high-level vent 5000 mm2//m based on the longest horizontal dimension of roof can be provided.

Figure: 49 Cold roof – LR underlay with air permeable covering

Figure: 49 Cold roof – LR underlay with air permeable covering

Where no ventilation is proposed to the cold roof void with air permeable outer roof coverings, the roofing underlay (Type LR) must be a low water vapour resistance and air permeable underlay and hold current certification for use in a non-ventilated application, from an appropriate independent technical approvals body, acceptable to NHBC. Such membranes should have a water vapour resistance, sd, not exceeding 0.05 m (0.25 MN∙s/g) and a minimum air permeability of 34m3/m2/.h at 50 Pa, or more.

Table 14: Warm or hybrid roof ventilation (Type HR underlay and air permeable outer roof covering)

Roof pitch Roof typeMinimum eaves/low level ventilation (underneath underlay)Minimum ridge/high level ventilation (underneath underlay)Additional requirements
10° to <75° Warm roof None None AVCL required(1)

Underlay drape should be maintained
10 to <75°Hybrid roof7000mm2/m5000mm2/mAVCL required

A minimum 25mm clear ventilation pathway is required(2)

Notes

1. Where a continuous air and vapour control layer is impractical to install, an additional 25 000mm2/m eaves ventilation and 5000mm2/m ridge or high level ventilation should be provided below the underlay. A minimum 25mm clear ventilation pathway is required below the underlay.

2. Minimum 25mm clear ventilation pathway is measured from the lowest point of the underlay drape or underside of sarking.

Figure: 50 - Warm roof - LR underlay with air permeable covering

Figure: 50 - Warm roof - LR underlay with air permeable covering

Figure: 51 - Hybrid roof - LR underlay with air permeable covering

Figure: 51 - Hybrid roof - LR underlay with air permeable covering

Cold Roof with flat roof apex

Where a cold pitched roof meets a cold flat roof, there is a risk of condensation occurring on the underside of the flat roof deck. Ventilation beneath the underlay, should therefore be provided in accordance with Figure 52 below.

Figure: 52 - Cold pitched roof with flat roof apex

Figure: 52 - Cold pitched roof with flat roof apex

Air impermeable outer weatherproof covering

This section provides guidance on the roof ventilation strategy where an air impermeable outer weatherproof covering is used.

Outer weatherproof coverings of fibre cement slates, sheet metal, continuous bitumen or plastic membranes, are typically considered to be air impermeable, manufacturers information should be consulted.

Roofs with a Type HR underlay and air impermeable outer roof covering, should be ventilated in accordance with the following guidance:

  • cold roof - Table 11
  • warm and hybrid roof - Table 12

Roofs with a Type LR underlay and air impermeable outer roof covering, should be ventilated in accordance with:

  • cold roof - Table 15
  • warm or hybrid roof - Table 16

Table 15: Cold roof ventilation (Type LR underlay and air impermeable outer roof covering)

Roof pitch Ceiling type Minimum eaves/low level ventilation (underneath underlay)Minimum batten space ventilation using min. 25mm deep counterbattens (above underlay)(1)
10° to <75° Normal(2) 7000mm2/m 25 000 mm2/m at eaves/low level and
5000 mm2/m at ridge/high level
10° to <75° Well-sealed(2) 3000mm2/m (or 5000 mm2/m ridge or high level ventilation based on the longest horizontal dimension of roof) 25 000 mm2/m at eaves/low level and
5000 mm2/m at ridge/high level

Notes

1. If no batten space ventilation is provided then the LR underlay should be treated as an HR underlay and ventilation provided in accordance with Table 11 above.

2. A normal ceiling typically has an air permeability of 300 mm2/m2 (0.3%). A well-sealed ceiling conforms to BS 9250 and typically has an air permeability of not more than 30mm2/m2 (≤0.03%).

Figure 53: Cold roof – Type LR underlay with air impermeable covering

Figure 53: Cold roof – Type LR underlay with air impermeable covering

Table 16: Warm or hybrid roof ventilation (Type LR underlay and air impermeable outer roof covering)

Roof pitch and typeMinimum eaves/low level ventilation (underneath underlay)Minimum ridge/high level ventilation (underneath underlay)Minimum batten space ventilation using min. 25mm deep counterbattens (above underlay)Minimum ridge/high level ventilation (above underlay)Additional requirements
10° to <75°
Warm roof
None None25 000mm2/m at eaves or low level5000mm2/mAVCL required

Underlay drape should be maintained
10° to <75°
Hybrid roof
7000mm2/m5000mm2/m25 000mm2/m at eaves or low level5000mm2/mAVCL required

A minimum 25mm clear ventilation pathway(1)

Notes

1. Minimum 25mm clear ventilation pathway is measured from the lowest point of the underlay drape or underside of sarking.

Figure 54: Warm roof – LR underlay with air impermeable covering

Figure 54: Warm roof – LR underlay with air impermeable covering

Figure 55: Hybrid roof - LR underlay with air impermeable covering

Figure 55: Hybrid roof - LR underlay with air impermeable covering

Pitched roofs with no ventilation provision and air impermeable outer weatherproof covering

Pitched roofs with no ventilation provision and air impermeable outer weatherproof covering will not be acceptable to NHBC.

Vapour control#

Air and vapour control layers (AVCL) should be provided in accordance with the design, and be:

  • placed on the warm side of insulation
  • used in warm and hybrid roof construction.

Figure 56: Ceiling penetrations

Figure 56: Ceiling penetrations

Air and vapour control layers should be:

  • installed once framing timbers have a moisture content of less than 20%
  • installed once the building is weathertight
  • selected in accordance with the design eg a minimum 500 gauge (125 micron) polyethylene sheet, vapour control plasterboard or a product assessed in accordance with Technical Requirement R3
  • fixed at 250mm centres to framing members including laps and around openings, boards should be fitted in accordance with Chapter 9.2 ‘Wall and ceiling finishes’
  • lapped into openings ie, roof windows, dormers, etc
  • sealed around service penetrations, where used downlighters should be specified and sealed to limit air leakage
  • made good where damage has occurred.

Joints in the air and vapour control layers:

  • should have 100mm minimum laps
  • should be located on rafters
  • may be sealed with adhesive tape for enhanced air tightness (but joints should still occur over rafters).

Where vapour control plasterboard is used, joints should be:

  • positioned on rafters
  • cut with care to avoid displacing the vapour control material
  • filled, taped and finished, in accordance with the design and manufacturers recommendations.

Where the ceiling below a cold pitched roof includes an air and vapour control layer, the design should ensure adequate ventilation is provided to the habitable areas to prevent condensation problems in the home.

Access hatches to cold roof voids should have:

  • an air leakage rate not more than 1m3/h at a pressure of 2 Pa when tested to BS EN 13141-1, or
  • a push-up cover with a minimum weight of 5.5 kg and compress a closed cell seal or ‘o-ring’ between the cover and frame (clamps may also be required to ensure that the cover compresses the seal).

Proprietary hatches should be fitted and sealed to the surrounding construction in accordance with the manufacturer’s instructions.

Insulation#

Insulation should be of sufficient thickness to meet the requirements of Building Regulations and laid over the whole loft and wall plate.

The thermal performance of any access hatch should contribute to the overall thermal performance of the ceiling or wall in which the hatch is located and avoid cold bridging.

Table 17: Suitable materials for roof insulation

Material Standard
Mineral wool BS EN 13162
Blown mineral fibre BS 5803-2
Blown cellulose fibre BS 5803-3
Rigid polyurethane foam BS EN 13165
Proprietary products Technical Requirement R3(1)

Notes

1. Propriety products should hold a satisfactory assessment by an appropriate independent technical approval’s authority acceptable to NHBC.

Pipework#

To reduce the risk of freezing or condensation forming on pipework in roof voids, the following precautions should be taken:

  • where possible, water pipes should be below the main roof insulation
  • water pipes should be insulated in accordance with Part 8 ‘Internal services and low or zero carbon technologies’
  • roof insulation should be placed above and around water tanks, but not below them
  • ‘cold rising’ pipework above ceiling level should be insulated, even where it is below the main roof insulation.

Figure 57: Storage tank insulation

Figure 57: Storage tank insulation
7.2.14 Underlay, sarking boards and sheets 7.2.16 Fire-stopping and cavity barriers

Last updated: 8th February 2024

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