By the Riskora Editorial Team · Written to our editorial standards
Roofers are the most-killed trade in UK construction — and roof-work prosecutions are almost always about the same thing: a generic "work at height" document that didn't name the roof type, didn't identify fragile material, or didn't sequence collective protection before harness use. This builder produces roofing risk assessments aligned with WAH 2005 and HSG33, with separate routing for pitched, flat and fragile-surface work. Free first PDF, no card.
UK (RAMS) example document — Two-Storey Rear Extension — 14 Birchwood Lane, Reading. Client: Mr & Mrs A. Whitfield (Private Client). Site: 14 Birchwood Lane, Reading, RG1 5JT. Scope: Construction of a two-storey rear extension (6.4m × 4.2m) to an existing semi-detached dwelling. Works comprise breaking out of existing rear elevation, trench-fill foundations to 1.0m, traditional cavity blockwork to first floor, pre-stressed concrete lintels, timber roof structure with natural slate finish, plus alterations to existing rear wall to form structural opening with rolled steel joist (RSJ 203×102 UB23). Works programmed over 9 weeks with a peak site team of 6 operatives. Hazards assessed: Manual handling — blocks, lintels, plasterboard, Working at height — independent scaffold & roof structure, Buried services strike during excavation, Collapse of excavation / trench wall, Hand-arm vibration (HAVS) — breaking out, drilling, Silica dust — cutting blocks, brick, concrete, Vehicle/pedestrian segregation — narrow domestic street.

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It must name the roof type (pitched, flat, fragile), the access method (independent scaffold, roof ladder, MEWP, edge-protection on flat roof), collective fall-protection before personal fall-arrest, fragile-material identification per HSG33 (fibre-cement sheets, roof lights, old plasterboard ceilings, GRP rooflights), the manual handling sequence for tiles / felt / membrane, public protection at eaves level, weather thresholds (wind, ice, surface wet), and the NFRC / CompetentRoofer competency of the operatives. 'Work at height — use harness' is not a roofing assessment.
Three documentary failures appear in nearly every rejected roofing RAMS: the roof type (pitched / flat / fragile) is not named, the fragile-material assumption defaults to "non-fragile" without HSG33 justification, and the access method is "use harness" instead of an edge-protection-first sequence. The Riskora wizard forces each of these to be answered before the document is exportable. For the wider work-at-height framework see work at height risk assessment.
Riskora's roofing preset is built from WAH 2005, HSG33 and the NFRC / CompetentRoofer competency frameworks. You select roof type, pitch, surface and access method, and the builder produces the hazard register, edge-protection schedule, fragile-material register and weather hold-points. The download mirrors the structure principal contractors and CDM clients look for. See also the wider best UK risk assessment software.
Before you generate your document, these guides cover the knowledge that underpins every good RAMS, risk assessment, and method statement.
RAMS for Roofing
The full method statement side of the pack — sequence of strip and re-cover, lift plan, handover.
Work at Height Risk Assessment
Parent WAH 2005 document when roofing is one of several access activities on the same job.
Working at Height RAMS for Roofers
Trade-hazard angle on the same activity, focused on the dominant work-at-height risk.
Risk Assessment Examples (UK)
Worked examples showing the depth UK reviewers expect across construction trades.
UK Risk Assessment Legal Requirements
Where WAH 2005 sits relative to MHSWR 1999 and CDM 2015.
Best UK Risk Assessment Software
How Riskora compares to HandsHQ, SafetyCulture and HASpod for roofing work.
HSG33 treats a roof as fragile until proven otherwise. The default fragile list includes asbestos cement sheets, fibre-cement sheets, old plasterboard ceilings, GRP/translucent rooflights, wired glass, slates and tiles in poor condition, and corroded metal sheets. A roof can only be treated as non-fragile after positive identification (manufacturer's information or competent inspection). The assessment must name which fragile materials are present and how they will be controlled.
Roof ladders are appropriate only for short-duration work on intact pitched roofs where the rest of the access platform (scaffold, MEWP) provides the fall-prevention. They are not a substitute for edge protection. HSG33 makes clear that for any significant duration or scope, an independent scaffold with single-handrail-and-toeboard edge protection at eaves level is required. The assessment should justify the access choice against duration and pitch.
For roofing, almost always yes — most principal contractors require a full RAMS pack. The risk assessment names the hazards and controls; the method statement sequences the work day-by-day (strip, batten, felt, tile, finish), the lift plan for materials, the weather hold-points and the handover criteria. Riskora produces both from the same builder so the documents stay in sync.
Direct quotes from the named regulations, with plain-English explanations of what each one means in practice.
Regulation 9, Work at Height Regulations 2005 (fragile surfaces)
“Every employer shall ensure that no person at work passes across or near, or works on, from or near, a fragile surface where it is reasonably practicable to carry out work safely and under appropriate ergonomic conditions without his doing so.”
Reg 9 puts fragile-roof work in its own category: it is only permitted when there is no reasonably practicable alternative, and even then only with platforms, coverings or guardrails plus fall-arrest. An assessment that puts a roofer on a fibre-cement or GRP rooflight surface without those controls is failing reg 9 directly.
Read the source on legislation.gov.uk →HSG33 — Health and safety in roof work (HSE guidance)
“All roofs should be considered fragile until a competent person has confirmed they are not. This includes roofs of asbestos cement, fibre cement, plastics, glass, wired glass, chipboard, slates and tiles, and corroded metal sheets, plus all rooflights regardless of age or condition.”
HSG33 inverts the assumption: every roof is fragile by default. The assessment has to actively justify any 'non-fragile' classification with manufacturer information or competent inspection — not the other way round.
Read the source on legislation.gov.uk →Why this matters — the most recent published figures from the Health and Safety Executive and ONS.
50 worker deaths from falls from height in 2023/24
Falls from height remain the single largest cause of fatal injury to UK workers. Roof work — particularly fragile-roof work and short-duration maintenance — is over-represented within that total. The HSE consistently lists roofing as one of the highest-risk activities in construction.
Source: HSE — Fatal injuries in Great Britain →Construction = 38 fatalities in 2023/24
Construction was the highest-fatality industry in Great Britain in 2023/24, with falls from height the dominant kind. HSE intervention data has repeatedly placed roofing at the top of the per-worker fatality rate within construction — a key reason WAH 2005 reg 9 treats fragile-surface work as a distinct regulatory category.
Source: HSE — Construction statistics 2024 →Weak example. Activity: "Replace damaged rooflights on warehouse". Hazard: "Fall from height". Control: "Operative to wear harness and avoid stepping on rooflights".
Why it fails. This is the exact scenario that produces fatal-fall HSE prosecutions every year. The assessment treats rooflights as something to be "avoided" rather than a fragile surface requiring engineered protection. There is no platform, no covering, no perimeter edge protection, no anchorage justification, and no banksman. Harness alone is not a primary control on a fragile roof under WAH 2005 reg 9.
Passing example. Activity: "Replace 6no. corroded GRP rooflights, warehouse roof, 8m to eaves, fibre-cement sheet decking". Access: "MEWP from external yard for rooflight removal; mobile crawl-board platform with integral guardrails for sheet replacement; perimeter edge protection installed by scaffolder prior to first access". Fragile-surface controls: "Mesh covers fixed over remaining rooflights before any roof access; fall-arrest system anchored to engineer-specified eyebolts (test cert. ref. on file); two-person team with banksman monitoring exclusion zone below". Hot work N/A. The difference is that the passing version treats every rooflight as fragile and engineers around the fragility — not around the operative's harness.
1. Treating the roof as non-fragile by default
Why it fails: HSG33 reverses the burden of proof: every roof is fragile until competently proven otherwise. Defaulting to non-fragile bypasses reg 9 and the engineered controls it requires.
Fix: List every rooflight, sheet type, slate condition and underlying structure as fragile until justified. The wizard pre-populates the fragile register and forces justification before downgrading.
2. Harness-first on a pitched or fragile roof
Why it fails: WAH 2005 reg 6 requires elimination, then prevention (collective protection), then arrest. PPE-first inverts the hierarchy and provides almost no protection on a fragile roof where the operative falls through, not from.
Fix: Sequence scaffold edge protection, platforms, coverings or MEWP first. Personal fall-arrest only as a backup, with anchorage justified by engineer or eyebolt test.
3. No weather hold-points
Why it fails: Roofs become lethal in wind (loose materials), wet (surface slip) and frost (slate / membrane unstable). 'Stop work in adverse weather' is too vague to enforce.
Fix: Set numeric thresholds: wind speed (e.g. 23 mph 5-min average at ridge), surface wet, ice, temperature for membrane laying. Anemometer on site; Met Office daily check named.
4. Public protection treated as a single line
Why it fails: Eaves-level work creates the highest risk of falling material to footpath / driveway / public realm. A single 'barriers in place' line is not actionable.
Fix: List each public-facing edge separately. Debris netting, chute discipline, exclusion zone, banksman during lifts, S.169 highways licence where the footpath is closed.
Scope. Strip and re-cover 120m² of natural slate on a 2-storey Victorian terrace, 35° pitch. Replace battens and breathable membrane. Lead flashings to chimneys and abutments. 5-day programme, two NFRC-registered roofers and one labourer. Property occupied — pavement bordering the property below the eaves.
Access. Independent tube-and-fitting scaffold to front and rear, lifts to eaves and ridge, working platform 1.5m below eaves. Single handrail + toeboard at eaves level (not a substitute for the scaffold platform). Debris chute to skip in driveway. No reliance on roof ladders for routine work.
Fragile material. Existing slates assumed sound but treated as fragile until lifted (HSG33 default). Original boarded sarking confirmed sound on first courtyard test square; remaining roof not walked-on until breathable membrane and counter-battens installed. No rooflights on this elevation.
Material handling. Slates loaded to scaffold via Hiab on day 1; daily distribution by hand within 3m carry. Old slates lowered by debris chute, not thrown. Lead sheet rolls limited to 25 kg per lift, two-person carry above 15 kg. Tiles never stacked higher than 1m on the scaffold platform.
Weather. Stop work if 5-min average wind exceeds 23 mph (Beaufort 5) at ridge, if surface is wet/icy, or if temperature falls below 2°C during membrane laying. Met Office region forecast checked at 06:30 daily; on-site handheld anemometer at start of each lift.
Public protection. Pavement closed during strip phase (S.169 highways licence), debris netting full height to street side, banksman during chute use, scaffold sheeted to gable to prevent slate fragments leaving site.
Why it supports a competent review. The assessment names the roof type, pitch and area; defaults the surface to fragile until proven; sequences scaffold edge-protection before any personal fall-arrest; lifts materials mechanically; sets numeric weather thresholds; and protects the pavement by closure plus netting. Each control is testable on site.
The wizard above starts you on the same structure as the worked example. Two-line description, confirm roof type and access method, and the builder produces the edge-protection schedule, fragile-material register and weather hold-points. First PDF is free, no card.
For the matching method statement see RAMS for roofing, or the trade-hazard variant at working at height RAMS for roofers.
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All documents generated by Riskora should be reviewed by a competent person before use on site. Riskora provides structured templates — professional judgement is always required.
Riskora builds a structured, client-facing document — not a generic AI paragraph. Every section is shaped around your job, your site and your team.
Task-specific hazards for the job, captured row by row — not a generic list pulled from an old RAMS.
Control measures mapped to each hazard with residual risk scoring after controls are applied.
PPE requirements tied to the activity and site, ready to brief to the team.
Step-by-step method statement structured around how the work is actually sequenced on site.
First aid, rescue plan, emergency contacts and site-specific escalation routes.
Substance prompts when the work involves chemicals, dusts, fumes or sealants — flagged early, not missed at review.
Operative sign-off captured against the document — names, dates and acknowledgement of the brief.
Every change tracked so you can show what was issued, when, and which version the team signed.
Clear approval state on every document — draft, in review, approved, issued — visible across the team.
Who created it, who reviewed it, who signed it. A complete trail you can hand to a principal contractor or auditor.
The reason RAMS get rejected is rarely the format — it's that the document is obviously generic. Riskora rebuilds it around this job, this site and this task.
Generic template copied from an old job.
Site-specific document structured around this job, site and task.
A four-step workflow used by contractors, consultants and safety teams to turn informal job details into client-ready safety paperwork.
Drop in a client email, a WhatsApp from the site manager, a scope of works or a tender note. Anything that describes the job.
Riskora turns your brief into hazards, controls, method steps, PPE, emergency arrangements and COSHH prompts.
You stay in control of every section. Tweak anything, then download a clean PDF or share a link.
Brief operatives, capture their sign-off and keep a full audit trail of who signed which version.
Riskora is built by a founder with hands-on site and document experience — designed for contractors, consultants and safety teams who need to issue, brief and prove safety paperwork without losing a day to admin.
No training. No complex setup. Just select your trade and go.
Primary UK sources covering the legal and practical framework behind RAMS, risk assessments and method statements.
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Final RAMS must be reviewed and approved by a competent person before use.
Riskora is an assistive document preparation tool. All documents generated must be reviewed, verified, and approved by a competent person before use on site. Riskora does not replace professional safety judgment, and no output should be treated as a legal compliance guarantee.