Scaffolding JHA template for US construction work
A scaffolding job hazard analysis (JHA) sets out the steps of a particular erection, use, alteration or dismantling job and records the controls that must be in place before each step starts. The scaffold type, design, height, loading, ground, building interface and people below determine what belongs in the completed form. This blank worksheet gives a contractor a structured starting point; it is not a scaffold design, engineering approval, competent-person inspection or authorization to work.
The federal construction scaffold standard is OSHA 29 CFR 1926 Subpart L. Its general requirements, §1926.451, apply alongside the type-specific requirements, §1926.452, and training requirements, §1926.454. The existing Complys Subpart L guide owns the broad regulatory explanation. This page's independent task is a fillable JHA with decision and hold points. Check the applicable State Plan and site rules before using it.
Job identity and scaffold boundary
| Field | Site-specific entry |
|---|---|
| Project, location, work area and date | |
| Employer, supervisor and competent person with authority to correct hazards | |
| Scaffold type, manufacturer/system, model and configuration | |
| Erect / move / alter / use / dismantle: exact task | |
| Approved drawings, manufacturer instructions and design/engineering reference | |
| Height, platform elevations, intended loads and material-storage limits | |
| Foundation/ground assessment and support, base plates and mud sills | |
| Ties, bracing, outriggers, anchorage and stability arrangements | |
| Power lines and other electrical hazards | |
| Public, other trades, traffic, openings and exclusion zones below | |
| Access, fall protection, falling-object protection and rescue arrangements | |
| Weather limits, inspection/reinspection trigger and shift | |
| Workers trained for this scaffold type and work phase | |
| Permits or approvals required by the site |
Stop before starting if the scaffold type or configuration is uncertain, the ground or support cannot be verified, required drawings or instructions are missing, a tie or brace is absent, the intended load is unknown, safe access and required protection are unavailable, or a competent person has not released the relevant work phase. A signed JHA is not evidence that these conditions have been satisfied.
Copyable scaffolding JHA
For each row, enter the actual equipment, responsible person, evidence and a Pass / Action / Hold decision. Delete inapplicable steps only after the competent person confirms the scope. A use-only contractor should still verify that the scaffold has been inspected and is appropriate for the planned task; a scaffold crew needs more detailed erection, alteration and dismantling instructions than a user crew.
| Work step | Main hazard and consequence | Site control and evidence to record | Release / stop decision |
|---|---|---|---|
| 1. Define scaffold and task | Wrong type or design used for load, height or interface. | Confirm design/manufacturer instructions, intended use, load rating, bay layout, platform level and any engineered configuration. | Competent person: HOLD if scope or design unclear. |
| 2. Survey ground and surroundings | Settlement, overturn, impact or electric contact. | Assess supporting surface and bearing; locate overhead lines, buried services, excavation edges, traffic and public routes; approve segregation. | Supervisor/competent person: HOLD until ground and interface accepted. |
| 3. Deliver and stage components | Vehicle collision, manual handling, falling materials or damaged parts. | Plan unloading, route, stacking, lifting and exclusion; inspect components for obvious defects and compatibility. | Scaffold lead: remove suspect parts. |
| 4. Erect or alter | Progressive instability, falls and dropped objects. | Follow approved sequence; install required base, braces, ties and platforms as work advances; control edge exposure and people below. | Competent person directs work; no unauthorized alteration. |
| 5. Establish access and work platforms | Climbing braces, incomplete decking, gaps and trips. | Verify compliant access and the platform configuration for the scaffold and task; close unused access openings. | HOLD if access or platform incomplete. |
| 6. Provide fall and falling-object protection | Worker or object falls to lower level. | Select protection required for this scaffold type and work phase; record guardrails, personal fall arrest where applicable, toe boards/screens or exclusion controls. | Competent person checks before use. |
| 7. Inspect and release | Hidden damage or changed conditions make use unsafe. | Competent person inspects for visible defects before each work shift and after an occurrence affecting structural integrity; record issue, action and release. | NO USE until defects corrected/released. |
| 8. Work from scaffold | Overload, overreach, unplanned materials or interaction with other trades. | Keep within rated/intended load, distribute material as designed, maintain access and protection, coordinate work below and adjacent trades. | Users stop on change or defect. |
| 9. Move or change configuration | Tipping, dropped material, people riding in unsafe conditions. | Use type-specific process; assess ground, restraints and people; for mobile scaffold apply §1926.452(w) rather than an assumed blanket rule. | Competent person authorizes move/alteration. |
| 10. Dismantle and hand back | Instability from premature tie/brace removal and falling parts. | Reverse approved sequence with controlled exclusion, access, fall protection, component handling and site handback. | Scaffold lead/competent person. |
Why the hold points matter
The federal rule requires scaffold components, subject to its stated exceptions, to support their own weight and at least four times the maximum intended load. That is a design capacity requirement, not permission to put four times the rated load on a platform: §1926.451(f)(1) prohibits loading scaffolds or components beyond the lesser of maximum intended load or rated capacity. Record the actual load limit and the materials planned for the job. A stack of block or a hoist can change the load case; the JHA must trigger a design review rather than improvise a new allowance.
Similarly, the scaffold's foundation and ties cannot be decided from a generic risk score. The competent person must assess the actual support, structure and manufacturer's requirements. §1926.451(c) covers supported-scaffold foundations and tipping restraint. A scaffold adjacent to an excavation, on fill or on a slab with uncertain capacity needs a specific decision from the responsible specialist. Do not assume a base plate alone makes the ground suitable.
Fall protection: choose for the scaffold and phase
Under §1926.451(g), employees on a scaffold more than 10 feet above a lower level must be protected from falling, with the form of protection depending on scaffold type. Some suspension scaffolds require both a personal fall arrest system and guardrails; other types have different combinations. Do not copy one supported-frame setup onto every suspended, mobile or specialty scaffold. Other hazards and rules can require protection even where this specific 10-foot provision does not decide the issue.
Erection and dismantling have a distinct rule: a competent person determines the feasibility and safety of providing fall protection for employees erecting or dismantling supported scaffolds; employers provide it where feasible and where its use does not create a greater hazard. Record that assessment and the actual controls. Do not summarize this as a blanket exemption for erectors. The same distinction applies to access during erection and dismantling under §1926.451(e)(9).
Document the anchor or lifeline arrangement only after a qualified person checks it against the applicable requirements. A scaffold rail should not be treated automatically as an approved anchor. Plan how a fallen worker would be recovered; a harness without a workable rescue response leaves a critical gap. Falling-object controls must protect workers and other people below, including during erection and dismantling. Coordinate overhead protection or exclusion with the site controller.
Inspection, training and changes
§1926.451(f)(3) requires a competent person to inspect scaffolds and components for visible defects before each work shift and after any occurrence that could affect structural integrity. The standard specifies the inspection duty; a written tag or checklist is a useful local record, but do not describe a particular colored tag as a federal OSHA requirement. If a part is weakened below required strength, repair, replace, brace or remove it from service as the standard requires. A user who sees movement, missing ties, a damaged board or unusual settlement stops work and reports it; a morning sign-off does not override later evidence.
§1926.454 addresses training for employees working on scaffolds and separate competent-person training for those erecting, moving, operating, repairing, maintaining or inspecting them. The instruction must match the scaffold type and hazards. Retaining a JHA signature is not a substitute for that training. Record the briefing on load, access, electrical, fall and falling-object hazards, with retraining where changes or performance show a gap.
Use this change trigger in the field: stop, isolate the area, update the JHA and obtain competent-person release when the scaffold is moved, extended, re-tied, exposed to significant weather, struck by equipment, loaded differently or used for a task not covered by the original plan. Check the manufacturer's system requirements and §1926.452 for the actual type. For example, mobile scaffolds have wheel-lock, movement and riding provisions; it is unsafe to state that all movement with a worker aboard is either always allowed or always forbidden.
Example: masonry repairs beside a public walkway
A crew will repair a facade from a supported scaffold while pedestrians use the nearby entrance. The job record identifies the bay layout, intended masonry and tool loads, the bearing surface and tie locations. The competent person reviews the access and platform arrangement and checks overhead electrical clearance. Before the shift, the scaffold and components are inspected. The site controller arranges a protected pedestrian route or exclusion below; tools and materials are secured against falling. Workers are briefed on load and access limits, and the scaffold cannot be altered by the masonry crew to reach a new area. A delivery vehicle later strikes a base area. Work stops, pedestrians are kept out, and the competent person reinspects and decides whether repair or redesign is needed before release. The original morning inspection does not remain a valid release for the changed condition.
Close-out record
| Decision | Entry |
|---|---|
| Design/instructions and intended load accepted by | |
| Foundation, ties/bracing and power-line interface accepted by | |
| Access, platforms, fall and falling-object controls accepted by | |
| Competent-person pre-shift inspection / time / findings | |
| Worker training/briefing and task restrictions confirmed by | |
| Other trades/public interface released by | |
| Weather or event reinspection trigger and responsible person | |
| Work released / time / unresolved actions | |
| Changes, stop-work decision and reauthorization | |
| Dismantle or handback accepted by |
Keep the JHA with the design or manufacturer reference, competent-person inspection record, applicable lift/permit and site coordination record. An official project version needs the actual scaffold type, site ground and building interface, load calculations or design where needed, worker roles, access/protection sequence, adjacent trades, public controls, weather and rescue arrangements. The construction team must review it for their real job; copying the example does not make a scaffold safe.
For related explanation, use the Complys Subpart L overview. The final manifest names /us/jha-jsa-software as the money page, but its exact live route and implemented US capabilities must be checked before inserting a direct CTA. A safe proposed CTA is: Ask Complys to demonstrate how its current US product stores your approved scaffold JHA, inspection reference and corrective actions. Do not claim the software designs, inspects or certifies scaffolds.
Source, claim, link, owner, product and writer-side QA register — 5 October 2026
| Check | Evidence | Decision / publication gate |
|---|---|---|
| General capacity, load, foundation, access, inspection, fall and falling-object requirements | OSHA §1926.451 | Exact scaffold type and work phase must be reviewed; no one-size-fits-all design. |
| Type-specific/mobile requirements | OSHA §1926.452 | Apply relevant subsection only after identifying scaffold type. |
| Training and retraining | OSHA §1926.454 | JHA signature does not constitute training. |
| Existing intent owner | Complys Subpart L overview | Existing page owns legal explainer; this route owns copyable job form. Check repo and unpublished pages before integration. |
| Money/internal links | Existing overview above; manifest /us/jha-jsa-software | Exact money route unverified; insert only after route/product review. Do not link another unverified route. |
| Product truth | Manifest and observed site do not prove scaffold-design or certification functions | CTA limited to demonstration of actual record workflow; implementation check required. |
| Copy QA | Direct answer, fillable job/step/close-out tables, role and stop gates, example, source register | READY writer-side. State Plan, competent technical, product, route/canonical and independent whole-page QA remain before publication. |
Terminal writer-side disposition: READY. No Complys repository or live page was modified.