NHBC Chapter 7.2, Approved Document B

    Roof Inspection Checklist

    Roof structure and covering checks — truss layout and bracing, membrane laps, batten gauge and fixings, flashings, ventilation and party wall fire stopping.

    22 checks · Reviewed by the ProPlot site team · How we write these guides

    In short

    The roof inspection covers structure and covering. The inspector checks truss type, spacing, bracing and strapping, wall plate fixing, the underlay type and laps, batten size and gauge against the tile specification, fixing and clipping patterns, verge, ridge and abutment flashings, and eaves and ridge ventilation.

    Use it on site
    Pitched roof section showing underlay, battens, fixings and eaves ventilationunderlay draped and lappedbatten gaugeeaves ventilation clear of insulationridge mechanically fixedRoof — fixings, laps and ventilation
    Pitched roof at the covering visit: underlay laps and drape, batten gauge set to the covering, fixing specification for the exposure, and eaves ventilation kept clear of insulation. ProPlot original drawing, prepared from the Building Regulations Approved Documents and British Standards. Indicative only — build to the approved drawings for the plot.

    The roof is inspected twice in effect — once as a structure, when the trusses are up and braced but not yet felted, and once as a weathering system, when the covering is on. The structural visit is the important one, because bracing and restraint disappear behind insulation and plasterboard, and a truss roof without its full diagonal and longitudinal bracing is a genuine safety issue rather than a paperwork one.

    On the covering side the inspector is looking for the details that leak: membrane laps and the eaves support tray, batten gauge and fixing, mechanical fixing of perimeter and ridge tiles under the current wind guidance, lead codes and dressing at abutments, and valley construction. Ventilation gets checked at eaves and ridge — a cold roof that cannot breathe produces condensation complaints in the first winter.

    Fire stopping at the party wall head is checked here as well as at superstructure, because that is the last chance to see it. Run the list below before the scaffold comes down; almost everything on it is far cheaper to fix from a working platform.

    What happens at this visit

    When it happens

    First when trusses are erected, braced and strapped and before felt and battens go on. Second when the covering is complete but the scaffold is still standing.

    Who inspects

    Warranty provider inspector and building control. The truss manufacturer's bracing drawing is the reference document for the structural check.

    If it fails

    Missing bracing found later means working in a filled, insulated loft. Covering defects found after the scaffold is struck mean bringing access back to the plot — often the single most expensive re-visit on a housing site.

    How this visit is booked and recorded

    Inspection type
    Intermediate inspection, and a Risk Based Inspection where there are valleys, dormers, flat roof areas or a complex trussed layout.
    Notice required
    24 hours’ notice. Book while the felt, battens and bracing are visible and before the tiles close the structure in.
    What it signs off
    Feeds the Buildmark record and the Part C / Part L evidence for the roof envelope.

    What the inspector will ask for

    • Truss layout, bracing drawing and truss design certificates
    • Tile manufacturer’s fixing specification for the site’s wind zone
    • Underlay type and the ventilation calculation
    • Flat roof and balcony warranty details where applicable
    • Loft insulation specification and SAP inputs

    Photograph these moments in time

    • Truss bracing and binders complete before boarding
    • Wall plate straps and truss clips at the correct centres
    • Underlay laps, drapes and eaves carrier before battening
    • Valley, hip and abutment detailing before tiling
    • Ventilation paths at eaves and ridge

    Concealed work cannot be re-photographed later. Take these before the element is covered and file them against the plot.

    Reportable Item hotspots at this stage

    A Reportable Item (RI) is a defect the inspector records against the plot. NHBC weigh each one by its Damage Potential, and the score feeds your site's Construction Quality Review. These are the ones raised most often here:

    • Diagonal and longitudinal bracing missing or short
    • Trusses notched or cut for services or a loft hatch
    • Ventilation blocked by insulation at the eaves
    How Reportable Items and Quality Common Scoring work

    The numbers for this stage

    The measurable values most often argued about at the roof visit, each traced to an openly published source. Take a tape to the ones that apply before you book.

    Critical dimensions that apply at the roof inspection
    WhatValueType
    Clear air gap above insulation in a cold flat or shallow roofCold flat roofs and cold roofs pitched below 15 degrees.Measure the gap at mid-span where the insulation is most likely to have bowed upward, not just at the edges.50 mmMinimum
    Equivalent ventilation areas for a cold roofCold roof construction with the insulation at ceiling or deck level.Compare the ventilator product data sheet against the required equivalent area — a vent's physical size is not its equivalent area.10,000 mm²/m at pitched eaves; 25,000 mm²/m at low level on flat or shallow roofs; 5,000 mm²/m at the ridgeMinimum
    Flue outlet height at a ridgeSolid fuel flue passing through a pitched roof at the ridgeCheck the terminal height from the ridge line once scaffold is still standing — it is expensive to correct afterwards.600 mmMinimum
    High-level and ceiling air permeability for ventilationHigh-level ventilation, typically 5000mm²/m, is necessary for pitched roofs where the pitch exceeds 35°Check for high-level ventilation where applicable and confirm the ceiling construction aligns with the assumed air permeability for the chosen ventilation strategy.5000 mmExact
    Holding-down strap fixing and dimensionsRoof holding-down straps should be 30mm x 2.5mm in cross-section and at least 1 metre longVerify strap dimensions and length, confirm pre-drilling, count fixings, and check the position of the lowest fixing.30 mmMinimum
    Hybrid roof ventilation and AVCLHybrid roof constructions require a minimum 25mm clear airflow path below the underlay to ensure effective ventilationEnsure a consistent 25mm clear air gap is maintained below the underlay and confirm the presence and integrity of the AVCL or compensatory increased ventilation.25 mmMinimum
    Minimum eaves ventilation for pitched roofsFor specific pitched roof constructions, a minimum continuous eaves ventilation opening of 7000 mm²/m is a common requirementMeasure the effective clear opening area of eaves ventilation to confirm it meets the minimum specification.7000 mmMinimum
    Minimum masonry thickness around a flueMasonry chimneys built with a suitable liner.Measure the wall thickness at the chimney breast before plastering, and check the liners are the right way up with sockets uppermost.100 mm around the flue; 200 mm between flues serving different dwellingsMinimum
    Minimum strap dimensions for holding downA strap used for holding down purposes, particularly in roof structures, must have a minimum cross-section of 30mm x 2.5mm and be at least 1000mm long to effectively resist uplift forces.Visually confirm the dimensions and length of any installed holding-down straps.30 mmMinimum
    Minimum tile or slate width at a vergeAll verges on plain tiled, interlocking tiled and slated roofs.Sight along the verge from the ground: narrow cut pieces are obvious against the course above.150 mmMinimum
    Roof underlay horizontal lapPitched roof underlay beneath tiles or slatesCheck laps before battening starts. Confirm the underlay drapes into the gutter over an eaves carrier rather than stopping short behind the fascia.100 mm at pitches of 15° and above; 150 mm below 15°, and at least 150 mm where the underlay is unsupportedMinimum
    Separation between a flue and combustible materialMasonry chimneys and fireplace recesses serving combustion appliances.Check joist trimming, floor decking and skirting runs around the chimney breast before the trimming is boarded over.200 mm from the flue face, or 40 mm from the outer face of the masonryMinimum
    Specification and fixing of lateral restraint strapsLateral restraint straps must conform to design specifications for length, size (typically 30mm x 5mm), and corrosion protectionCheck strap dimensions, corrosion protection, the correct length spanning at least three trusses, and proper downturn anchorage into the masonry.30 mmMinimum
    Thickness of Code 4 milled lead sheetMilled lead sheet to BS EN 12588 used for flashings and weatherings.Check the code marking on the roll or the delivery note before the lead is dressed in; once fitted the code cannot be read.Code 4 = 1.80 mmExact
    Typical timber roof member dimensionsStandard timber roof member sizes, such as minimum 100x50mm for struts, 32mm thick for valley rafters, and rafter cut plus 25mm for ridges and hips, are generally acceptableMeasure key timber members to confirm they meet minimum specified sizes, or match engineer's drawings.50 mmMinimum
    Upstand, Warm Roof, WFRL, Waterproofing, Zero Fall Roof definitionsAn upstand provides perimeter waterproofing continuity between a flat roof or deck and vertical wall construction, typically 150mm high, but potentially 75mm at accessible thresholds150 mmExact
    Ventilated batten space beneath a roof underlayRoofs designed with a ventilated space beneath the underlay, including counter-battened details.Check counter-battens are continuous and that the underlay drape between rafters has not closed the gap.25 mmMinimum
    Ventilated Cold Roof Construction DiagramIn a ventilated cold roof construction, a clear void, typically a minimum of 50mm, is maintained between the insulation layer and the roof deckDuring construction, check that the specified ventilation void depth is maintained consistently across the roof area.50 mmMinimum
    Ventilation openings to a cold pitched or flat roof voidCold roof construction with insulation at ceiling levelLook into the void from the loft hatch before insulation is topped up. Check eaves trays are in place and insulation has not been pushed tight into the eaves.25 mm continuous at the eaves; 5 mm at the ridge for pitches of 15° or more; 25 mm at both sides of a cold flat roofMinimum
    Browse the full critical dimensions library

    The roof checklist

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    Structure and restraint

    • Verify truss positions match layout drawing with correct centres and bracing specification

      BS 5268-3
    • Check bracing (longitudinal, diagonal, chevron) installed per truss engineer design

      BS 5268-3
    • Verify truss clips or framing anchors installed at correct positions to all bearing points

      AD A
    • Verify water tank platform is correctly positioned and supported per truss engineer detail

      NHBC 7.2
    • Confirm any dormer / roof window construction matches structural design and is weathertight

      NHBC 7.2
    • Check no truss members have been cut, notched or drilled without engineer approval

      BS 5268-3

    Underlay, battens and covering

    • Confirm felt / breathable membrane is correctly lapped (150mm horizontal, 100mm vertical)

      BS 5534
    • Inspect tile batten gauge matches tile manufacturer specification with correct fixings

      BS 5534
    • Check ridge, hip and valley details per manufacturer guidance with correct mortar / dry-fix system

      BS 5534
    • Check verge detail is correct — mortar bedded or dry verge system properly clipped

      BS 5534
    • Check valley tiles / trays are correctly cut and dressed with adequate side lap

      BS 5534
    • Confirm perimeter and every course of tiles are mechanically fixed as required by the wind uplift calculation

      BS 5534

    Weathering and penetrations

    • Verify lead flashings and soakers are correctly dressed, code weight matches specification

      LSA
    • Confirm eaves detail — tilting fillet, felt support tray and bird comb correctly installed

      NHBC 7.2
    • Check all penetrations through roof covering (flues, vents, aerials) are correctly sealed

      NHBC 7.2
    • Check any solar panel / renewable energy fixings have adequate weatherproofing detail

      MCS 012
    • Confirm vapour control layer (VCL) is installed where specified (warm roof construction)

      BS 5250

    Ventilation, insulation and fire

    • Confirm soffit and fascia ventilation meets requirements (10mm continuous or equivalent area)

      BS 5250
    • Check roof space insulation plan against design — no gaps, compression or missing quilt

      AD L1A
    • Confirm party wall fire stopping extends to underside of roof covering with no gaps

      AD B
    • Verify roof space pipework (SVPs, overflows) is correctly supported and insulated

      NHBC 8.1
    • Verify roof ladder / walkway boards are fitted where specified for maintenance access

      NHBC 7.2

    Above and beyond: protecting the roof and everything under it

    The roof stops the water. Almost all early roof callbacks are damage and debris, not tiling workmanship. No inspector will fail the visit on these — they are the difference between a plot that passes and a plot that hands over clean.

    • Keep gutters and outlets clear of mortar, felt trimmings and nails

      A blocked outlet overflows into the fascia and the customer sees a water stain on a brand new soffit.

      When: At the end of tiling, and again before handover.

    • Protect the roof edge, verge and rainwater goods from scaffold strike

      Scored uPVC and cracked verge tiles are the most common scaffold-down snag on the whole plot.

      When: Before the scaffold is struck.

    • Sheet down and secure loose materials before every weather window

      Loose tiles and battens in a gale are a safety event, not a snag.

      When: Ahead of any forecast wind.

    • Keep loft insulation and services out of the way until the roof is sealed

      Wet loft insulation has to be replaced and it is expensive to get back out through a finished hatch.

      When: Delay insulating until weathertight.

    • Photograph the underlay laps, ventilation path and any valley or abutment detail

      These are all concealed by the tiles and they are the details raised most often when a leak is investigated.

      When: As each area is covered.

    • Check the loft is clean and complete before boarding the hatch

      Every trip back into a finished loft risks ceiling damage.

      When: Final walk before the hatch is fitted.

    Full inspection point register

    96 inspection points that apply at the roof stage, each written in our own words from openly published guidance, with how to check it on site and what counts as acceptable. Use the checklist above on the day and this register when you need to settle a detail.

    1. Acceptable Roof Underlay and Sarking Materials

      How to check
      Verify that the installed sarking or underlay material matches the specification and is appropriate for the roof pitch and exposure conditions.
      Acceptable when
      Various materials are acceptable for roof underlays and sarking, including solid timber boards, plywood, chipboard, OSB, and specific types of underlay membranes. In areas prone to severe weather exposure, a rigid sarking sheet or board combined with underlay is recommended to provide enhanced protection.
    2. Air and vapour control layer (AVCL) and Balcony definitions

      How to check
      An Air and Vapour Control Layer (AVCL) is a continuous impermeable material designed to prevent the movement of both air and water vapour through the building fabric.
      Acceptable when
      An Air and Vapour Control Layer (AVCL) is a continuous impermeable material designed to prevent the movement of both air and water vapour through the building fabric. A balcony is defined as an accessible external amenity platform situated above ground level with direct building access, which can be access, enclosed, freestanding, or inset.
    3. Air permeability of roof coverings and solar panels

      How to check
      Check manufacturer's data for the air permeability of roof tiles or slates, and confirm the ventilation strategy is appropriate for the declared or assumed permeability.
      Acceptable when
      The air permeability of roof coverings is a crucial factor in determining the required roof ventilation strategy; where this information is unknown, the covering should be assumed air-impermeable. Integrated solar panels generally render the entire roof covering air-impermeable unless the manufacturer can demonstrate otherwise, demanding specific ventilation provisions.
    4. Air permeable roof coverings

      How to check
      Confirm the roof covering type is correctly identified as air permeable or air impermeable and ensure the corresponding ventilation strategy is implemented.
      Acceptable when
      Roof coverings such as concrete or clay tiles are typically considered air permeable, allowing some air movement through the material itself. When using these types of coverings, the specific ventilation requirements for the roof structure must be carefully assessed, often necessitating consultation with the manufacturer's technical data.
    5. Attic room roof ventilation

      How to check
      Confirm that the specified ventilation strategy for room-in-roof areas, such as double-row vented soffits, is correctly installed.
      Acceptable when
      For attic trussed roofs or room-in-roof constructions, effective roof space ventilation is critical to prevent condensation. This typically involves a dual-row vented soffit or continuous ventilation at eaves and ridge, ensuring a clear airflow path. Regular communication with suppliers is essential to align material deliveries with the construction programme.
    6. AVCL for Hard Metal Roofs and Cold Roofs

      How to check
      For hard metal roofs, verify the AVCL's vapour resistance and ensure all penetrations are sealed. For cold roofs, check for appropriate ventilation provision.
      Acceptable when
      AVCLs beneath traditional hard metal roofs require a minimum vapour resistance of 4000MNs/g and must be fully supported. Any fixings that penetrate the AVCL must be installed carefully to avoid creating open perforations. Cold flat roofs, although more challenging to detail, should adhere to the principles outlined in BS 6229 and BS 5250, typically incorporating ventilation.
    7. Bearing for Composite Decks

      How to check
      Verify that all supporting structures have the specified bearing area for the composite deck.
      Acceptable when
      Structural elements supporting composite decks must provide an adequate bearing area to safely transfer loads. Proper support ensures the long-term stability and performance of the deck system.
    8. Ceiling joist hangers and restraint straps

      How to check
      Check that joist hangers are fully nailed and that restraint strap noggins are level within mortar courses.
      Acceptable when
      Ceiling joist hangers must be fully nailed to ensure a tight and secure connection to the supporting structure. Additionally, noggins for restraint straps should be installed level within a blockwork course to allow the strap to be properly bedded into a mortar joint without requiring block cutting.
    9. Chimney capping design

      How to check
      Confirm that chimney cappings are installed and appear to be well-formed, covering the masonry and providing protection.
      Acceptable when
      Chimney cappings are crucial for protecting the masonry below from weather and ensuring the longevity of the chimney structure. They should be robust, typically monolithic slabs, designed with features to shed water effectively.
    10. Chimney height relative to roof elements

      How to check
      Verify that the chimney terminal height complies with the minimum distances from the ridge, roof plane, and any nearby openings or buildings.
      Acceptable when
      The height of a chimney terminal must be sufficient to ensure effective flue operation and prevent the ingress of fumes into the building or adjacent properties. Specific height requirements are detailed based on the terminal's proximity to the ridge, roof surfaces, openable windows, and neighbouring structures, ensuring adequate dispersion of combustion products.
    11. Chimney terminal outlet area

      How to check
      Verify the terminal's compliance with standards or ensure the free opening area is at least double the flue's area, with appropriate opening distribution.
      Acceptable when
      Proprietary chimney terminals must comply with relevant BS EN standards and the appliance manufacturer's instructions. Non-proprietary terminals require a free opening area that is at least twice the cross-sectional area of the flue, with openings distributed uniformly around the terminal or on opposite faces.
    12. Cold pitched roof abutting a cold flat roof

      How to check
      Verify that adequate and continuous ventilation pathways are provided at the junction between the cold pitched roof and the cold flat roof, as specified in the design.
      Acceptable when
      Where a cold pitched roof joins a cold flat roof, there is an increased risk of condensation at the junction due to potential cold spots and moisture traps. Therefore, specific ventilation provisions are critical at this interface to ensure continuous airflow and prevent moisture build-up.
    13. Cold roof ventilation requirements

      How to check
      Check that the specified eaves ventilation area, typically expressed in mm²/m, has been correctly installed along the full length of the eaves.
      Acceptable when
      Cold roofs require adequate ventilation to prevent condensation within the roof space. The amount of ventilation needed varies based on factors such as roof pitch, ceiling air permeability, and the type of roofing underlay used. Typically, eaves ventilation is provided, and specific minimum area requirements per linear metre apply.
    14. Control of Water Vapour in Roofs

      How to check
      Inspect AVCL for any damage, ensuring all laps, joints, and penetrations are fully sealed before covering.
      Acceptable when
      Effective control of water vapour movement is critical in roof constructions to prevent interstitial condensation. This is typically achieved using an Air and Vapour Control Layer (AVCL) on the warm side of the insulation. In warm roofs, which lack ventilation, a high-quality, fully sealed AVCL is solely responsible for condensation control, necessitating thorough inspection for damage.
    15. Dormer construction and insulation

      How to check
      Verify the correct deck construction (warm or cold), confirm falls on flat sections, ensure ventilation for cold decks, and check insulation is installed to the specified thickness and type in both the roof and cheeks.
      Acceptable when
      Dormer roofs must either be of warm deck or cold deck construction, with flat roofs incorporating appropriate falls to direct water. If a cold deck, they must be ventilated according to BS 5250 guidance for flat roofs. Both dormer roofs and cheeks require insulation to meet current Building Regulations thermal performance standards.
    16. Dormer construction considerations

      How to check
      Check that dormers are constructed according to design, paying attention to structural connections, ventilation paths, and insulation continuity.
      Acceptable when
      The construction of dormers requires careful consideration of structural integrity, ventilation, insulation, and the control of condensation. Whether bespoke or proprietary, dormers must be adequately constructed to integrate seamlessly with the main roof and maintain the building's performance.
    17. Dormer framing timber treatment

      How to check
      Ensure that all dormer framing timbers, including lintels and trimmers, are appropriately treated or naturally resistant to decay.
      Acceptable when
      Framing timbers within dormers, including structural elements and lintel supports, are required to be either preservative treated or to have inherent natural durability. This practice protects the timber from biological degradation, contributing to the overall durability and safety of the dormer structure.
    18. Dormer timber preservation

      How to check
      Confirm that all timber used for dormer construction, especially components within the roof structure, is either pressure-treated or naturally durable.
      Acceptable when
      All roofing timbers used in dormer construction, including cheek studs and rafters, must either be adequately preservative-treated or possess sufficient natural durability. This is essential to protect the timber against fungal decay and insect attack, ensuring the long-term integrity of the dormer structure.
    19. Durability and treatment of timber roof members

      How to check
      Verify that timber specified for preservative treatment has the correct treatment certificate and branding.
      Acceptable when
      Timber used in roof construction must possess suitable durability for its intended application. This typically involves either using timber with adequate natural durability or preservative treating it in accordance with relevant standards, especially for components susceptible to moisture or biological attack.
    20. Eaves ventilation and temporary drainage

      How to check
      Confirm that the correct eaves ventilation products are installed and that temporary rainwater drainage is in place alongside gutter installation.
      Acceptable when
      Proprietary eaves ventilators are required to ensure adequate roof space ventilation, with the specific type and size selected based on roof pitch and insulation depth. To manage rainwater during construction, temporary downpipes must be installed concurrently with the gutters.
    21. Engineered Design for Large Span Mono-Pitch Roofs

      How to check
      Confirm that an engineer's design for bracing has been provided and is being followed for mono-pitch roofs over 8m span.
      Acceptable when
      Mono-pitched roofs with spans exceeding 8 metres must have their bracing, including chevron bracing, specifically designed by a qualified structural engineer. This ensures the roof structure adequately resists all anticipated loads.
    22. Ensuring effective cold roof ventilation

      How to check
      Verify that all ventilation openings are free from obstructions and that eaves spacers are correctly installed to allow airflow above insulation.
      Acceptable when
      Cold roof ventilation systems must prevent the entry of pests while maintaining clear airflow pathways, ensuring they are not blocked by insulation or structural elements. Proprietary eaves ventilators, including spacers to prevent insulation from obstructing the air path, are essential to maintain continuous ventilation and minimise thermal bridging.
    23. Factors influencing roof ventilation strategy

      How to check
      Verify that the installed ventilation system is appropriate for the combination of roof covering, underlay, and roof type used on the dwelling.
      Acceptable when
      The chosen ventilation strategy for a roof must be carefully determined by various factors, including the type of roof covering (air permeable or impermeable), the roof pitch, the specific underlay type (HR or LR), and the overall roof design (e.g., warm or cold roof). These elements collectively dictate the required airflow and ventilation provisions.
    24. Fire protection for green roof abutments

      How to check
      Verify that non-combustible perimeter strips and fire breaks are correctly installed at abutments and within extensive green roof areas.
      Acceptable when
      Green roof systems, particularly extensive types, require careful consideration of fire protection where they abut buildings or other elements. Non-combustible materials should be used for perimeter abutment strips and at regular intervals across the roof to prevent fire spread. The waterproofing detail at building junctions and cavity trays must also address fire safety.
    25. Flat Roof Waterproofing Integrity

      How to check
      Ensure the specified waterproofing system aligns with design requirements and that preparatory work for its installation is complete and correct.
      Acceptable when
      Flat roofs, including those supporting balconies, must be designed and constructed to effectively prevent water ingress into the building structure. This encompasses careful consideration of the waterproofing layer's installation, the selection of appropriate waterproofing systems, surface finishes, and adherence to fire protection requirements.
    26. Flue outlet height in adverse conditions

      How to check
      Confirm that the flue outlet height is appropriate for the surrounding environment, considering any nearby obstructions that could cause downdraughts or affect flue performance.
      Acceptable when
      The efficiency of a flue can be significantly affected by adjacent trees or tall buildings, which may create low-pressure zones or downdraughts. In such situations, the design must account for these effects, potentially requiring an increase in the flue outlet height or the installation of a fan-assisted flue to ensure proper operation and safe dispersion of combustion products.
    27. Flue terminal construction

      How to check
      Check that the flue terminal is a purpose-made component, properly sealed to the flue liner, and adequately embedded or projecting above the chimney structure.
      Acceptable when
      Flue terminals must be specifically designed components and securely sealed to the flue liner to ensure gas-tightness and prevent heat loss. The terminal should be adequately integrated into the masonry, typically projecting a minimum distance above the capping or masonry course.
    28. Frost resistant bricks for exposed chimneys

      How to check
      Confirm that all exposed brickwork above roof level on chimneys uses frost-resistant bricks and is laid with the specified mortar mix.
      Acceptable when
      For clay brick chimneys located above roof level and exposed to the elements without adequate capping and drip, frost-resistant bricks (F2,S1 or F2,S2 to BS EN 771) must be used. These bricks should be bedded in approved mortar mixes, such as cement:lime:sand (1:½:4 to 4½) or cement:sand with plasticiser (1:3 or 1:4). This ensures durability against freeze-thaw cycles.
    29. Fully supported hard metal roofing design

      How to check
      Check that the selected metal material meets the project specification and that the roof design incorporates adequate provisions for thermal expansion and condensation control.
      Acceptable when
      Fully supported flat sheet hard metal roof coverings must be designed and constructed to material standards such as BS EN 14783, and assessed against technical performance requirements. Design must account for thermal movement, wind uplift, and prevention of condensation, following the metal manufacturer's specific recommendations. These roofs are typically intended for maintenance access only.
    30. Fully supported lead roofing

      How to check
      Check that the lead sheets are correctly sized, joints are formed appropriately, and the roof structure provides continuous support for the leadwork.
      Acceptable when
      Fully supported lead roofing must be designed and installed in accordance with relevant British Standards and industry codes of practice, such as those published by the Lead Sheet Association. This includes considerations for material specification, jointing, thermal movement, and substrate preparation to ensure long-term performance and durability.
    31. Gable spandrel fixing and gutter cutting

      How to check
      Verify that gable spandrel panels are fixed using the specified brackets and that gutters are cut accurately to allow for thermal movement.
      Acceptable when
      Gable end spandrel panels must be securely fixed to the top course of blockwork using appropriate, engineered brackets as specified in the design. Guttering sections require precise cutting to ensure adequate expansion gaps are maintained at outlets and joints, preventing stress and distortion.
    32. Green roof system installation and integrity testing

      How to check
      Verify that waterproofing integrity testing has been completed and passed before subsequent layers of the green roof system are installed.
      Acceptable when
      Green roof systems must be installed according to the design and manufacturer's instructions, with the waterproofing layer integrity-tested before being covered. Key considerations during installation include using a root barrier or root-resistant waterproofing, ensuring adequate upstand heights, and incorporating protection, reservoir, and filter layers.
    33. Green roof waterproofing installation and types

      How to check
      Check installer credentials to ensure they are approved by the waterproofing system manufacturer for green roof applications.
      Acceptable when
      The waterproofing layer for green and biodiverse roofs must be installed by contractors approved and trained by the system supplier. Common suitable waterproofing types include reinforced bitumen membrane, single-ply membrane, mastic asphalt, or cold/hot liquid-applied systems.
    34. Hard metal roof deck timber selection and moisture

      How to check
      Ensure appropriate timber species are used, all board edges are supported, and confirm timber moisture content if possible.
      Acceptable when
      For hard metal roof decks, specific timber species like yellow or maritime pine, or low-quality softwoods, should be avoided to ensure stability and durability. All board edges of the deck must be supported, and the timber's moisture content at the time of fixing should be within a controlled range, typically 16-20%, to prevent excessive movement post-installation.
    35. In-situ concrete deck construction for roofs

      How to check
      Check concrete mix design, formwork quality, surface finish, and verify sufficient curing and dryness before any waterproofing.
      Acceptable when
      In-situ reinforced concrete decks for flat roofs must be designed and constructed to achieve the required strength and durability. They should use concrete mixes with low shrinkage characteristics and be cast with accurately formed and supported formwork to ensure an even surface. The deck must be adequately cured and dried, without using additives that could compromise the adhesion of waterproofing membranes.
    36. Insulation Type Specification for Roofs

      How to check
      Verify that the installed insulation type, thickness, and method of installation are consistent with the project's specification and manufacturer's recommendations.
      Acceptable when
      The selection and application of insulation materials within roof constructions must comply with specified standards and manufacturer's guidelines. Different types of insulation possess distinct properties, and their suitability for various roof build-ups, such as warm or inverted warm roofs, must be carefully considered to ensure thermal performance and prevent condensation.
    37. Inverted Roof Design Considerations

      How to check
      Verify the design specifications for insulation type, thickness, and method of securing the ballast or finish layer.
      Acceptable when
      Inverted flat roofs require careful design regarding their insulation and surface finishes. These roofs typically feature the waterproofing layer below the insulation, which is then covered by ballast or paving to protect it and provide resistance against wind uplift.
    38. Inverted Roof Insulation Specifics

      How to check
      Verify that inverted roof insulation products have appropriate third-party assessment for their intended use and are protected during hot works.
      Acceptable when
      Thermal insulation used in inverted roof systems must be assessed for suitability, often according to ETAG 031 or similar third-party assessment. Care is needed if using hot applied waterproofing, and certain materials are generally not suitable for inverted warm roofs unless specifically assessed. Cold roofs have distinct insulation requirements.
    39. Lead cladding for dormer cheeks

      How to check
      Check the code number stamped on the lead sheet to ensure it matches the specification and is suitable for the exposure zone of the property.
      Acceptable when
      When lead sheet is used for cladding dormer cheeks, it must comply with industry standards for rolled lead sheet, such as those published by the Lead Sheet Training Academy. The thickness of the lead, specified by its 'code' (e.g., Code 4, Code 5, Code 6), must be appropriate for the anticipated exposure conditions at the building's location, with higher codes for more severe exposure.
    40. Loft Space Ventilation Requirements

      How to check
      Verify that all required loft ventilation is installed, free from obstruction, and protected with appropriate mesh or grilles.
      Acceptable when
      Roof voids and cold lofts must be adequately ventilated to prevent condensation, typically through a combination of eaves and ridge vents or specific cross-ventilation openings. All ventilation openings require protective mesh or grilles to prevent the entry of insects and birds, while maintaining the intended airflow.

    Most common reasons this visit fails

    Bracing "to be completed later"

    Diagonal bracing is fitted, longitudinal is not, and the loft is boarded before anyone returns. Complete the full bracing pack before the felt goes on.

    High — a bracing failure is a structural collapse risk.

    Insufficient mechanical fixing

    BS 5534 requires fixings based on a site-specific wind calculation. "Two nails a course as usual" is not evidence — keep the calculation with the plot file.

    High — a cut truss needs an engineered repair detail.

    Insulation stuffed into the eaves

    Quilt pushed tight to the eaves blocks the ventilation path. Fit eaves ventilators or rafter trays and keep the airway clear.

    Medium — but leads to condensation claims in the first winter.

    Fire stopping stopped short at the ridge

    The last 300mm at the party wall head is the bit that gets missed, and it is the bit the inspector photographs.

    Medium — fixable but usually means lifting tiles.

    Roof inspection FAQs

    Not tiling workmanship — blocked gutters and outlets from mortar and trimmings, and scaffold damage to verges and rainwater goods when the scaffold is struck. Both are protection and clean-down issues.

    Typically 150mm on horizontal laps and 100mm on vertical laps, increased on shallow pitches and in exposed locations — follow the membrane manufacturer's instructions, which take precedence.

    BS 5534 requires fixing specification to come from a wind uplift calculation for the site. In practice all perimeter, ridge, hip and verge tiles are mechanically fixed, and on most exposed UK sites every tile is clipped or nailed.

    A continuous 10mm equivalent air gap at eaves for a pitched cold roof, increased to 25mm for a lean-to or where the pitch is below 15 degrees, plus high-level ventilation at ridge on some designs. Check against BS 5250 for the specific construction.

    Not without a design from the truss engineer. Cut or notched truss members are an automatic Reportable Item and normally need a proprietary repair detail.

    Ideally two visits: one at structure, before the roof is covered, and one when the covering is complete and the scaffold is still up. Book the structural one as soon as the bracing pack is finished.

    Run this checklist live on site

    ProPlot's audit tool includes these roof checks as interactive helpers — tick items off, attach GPS-stamped photos, and share the report with your inspector in one tap. Free while in beta.

    Go deeper: Quality Intelligence

    Our free, cited reference library — critical dimensions, build stage guidance, common defects and plain-English guides.

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