Brick Veneer to Timber/Steel Frame SWMS
SWMS template for brick veneer to timber/steel frame. Covers Aussie residential standard, tie spacing, weep holes.. 8-state AU coverage, CIH-reviewed editable DOCX, available as an instant download.
SWMS variants reference your state’s WHS legislation. Instant download after payment.
Brick veneer construction over timber or light gauge steel frames is the dominant external wall system in Australian residential builds, requiring bricklayers to lay a single leaf of masonry tied back to a structural frame with a drained and ventilated cavity. The work involves repetitive manual handling of bricks averaging 3-4kg each, mortar mixing and placement, working from trestle scaffold or modular scaffolding above 2 metres, drilling and fixing brick ties to studs, and forming weep holes and flashings in accordance with AS 3700 and the NCC Volume Two. Because this work routinely occurs at heights exceeding 2 metres on residential sites, it falls within the definition of High Risk Construction Work under WHS Regulation 2011 r291, mandating a SWMS be prepared, communicated and signed before work commences. Manual handling injury rates in masonry trades remain among the highest in Australian construction, and tie spacing or cavity defects can cause veneer collapse years after completion — making both worker safety and structural compliance non-negotiable.
Hazards identified
7 hazards covered, sorted by priority.
Fractures, spinal injury, traumatic brain injury or fatality; notifiable incident under WHS Act s38 with SafeWork investigation
Chronic lumbar disc injury, rotator cuff tears, workers compensation claim and permanent impairment ratings
Foot fractures, crush injuries to lower limbs, potential fatality if stack falls onto worker bending or kneeling
Silicosis, lung cancer, COPD; exceedance of WES 0.05mg/m³ triggers health monitoring obligations under WHS Reg r419
Chemical burns to knees, hands and forearms; chronic contact dermatitis requiring medical treatment and time off work
Structural non-compliance with AS 3700, rectification liability, potential veneer collapse and PCBU prosecution under design duties
Corneal abrasion, foreign body penetration, chemical conjunctivitis from cement; potential permanent vision impairment
Control measures
Hierarchy-of-controls order: elimination → substitution → isolation → engineering → administrative → PPE.
- 1Elimination — Specify pre-cut brick lintels, sills and special shapes from the supplier to eliminate on-site dry cutting and associated silica generation entirely.
- 2Elimination — Sequence brick veneer to occur before upper-level work above where practical, removing overhead falling-object exposure for bricklayers below.
- 3Substitution — Substitute traditional cement mortar with pre-batched low-chromate bagged mortar reducing dermatitis risk and eliminating onsite cement powder handling.
- 4Substitution — Replace dry angle grinder cutting with wet-cut masonry saw using integrated water suppression to keep silica below the 0.05mg/m³ workplace exposure standard.
- 5Engineering — Erect modular scaffold compliant with AS/NZS 1576 with 450mm minimum platform width, midrails, toeboards and brick guards for all work above 2m.
- 6Engineering — Install mechanical brick elevators or material hoists to transfer bricks to working platforms, eliminating manual carrying up ladders or scaffold access.
- 7Administrative — Limit individual lifts to maximum 20kg per worker, rotate tasks every 2 hours, and conduct pre-start brief covering tie spacing to AS 3700 clause 4.10.
- 8Administrative — Verify brick tie pattern (maximum 600mm horizontal × 600mm vertical, 300mm at openings) and weep hole spacing at 1200mm centres before mortar sets.
- 9PPE — Provide P2 respirators for any cutting tasks, safety glasses to AS/NZS 1337.1, nitrile-lined chemical-resistant gloves, and waterproof knee pads.
- 10PPE — Issue impact-rated steel-cap boots to AS/NZS 2210.3, long sleeves and trousers covering forearms and shins, and hi-vis vest meeting AS/NZS 4602.1.
Applicable Codes of Practice
Mandates tie type, spacing, embedment and cavity dimensions for brick veneer; clause 4.10 governs tie installation triggering design verification duty
Triggers fall prevention hierarchy for all veneer work above 2m, requiring scaffold or equivalent passive protection per WHS Reg r78-79
Requires risk assessment of repetitive brick handling, force and posture; PCBU must apply controls under WHS Reg r60 before work begins
Brick cutting generates RCS; CoP mandates water suppression, on-tool extraction, air monitoring and health surveillance under WHS Reg r529CB
High-Risk Construction Work triggered
Upper-storey, gable end and second-lift brick veneer routinely places bricklayers above 2m on scaffold platforms where fall would cause serious injury
Wall ties penetrate frames where electrical rough-in cabling may already be installed, and scaffold may sit near overhead service lines requiring no-go zones
PCBU must prepare, consult workers on, and provide the SWMS before HRCW commences under WHS Reg r299-300; retain for 2 years (or duration of incident investigation). Failure attracts Category 2 or 3 offence penalties — substantial and indexed; current maximum follows the prevailing WHS schedule.
Who this is for
- →Residential bricklaying subcontractors on Class 1 dwellings
- →Builders and project home companies engaging masonry trades
- →Owner-builders supervising brick veneer construction
- →TAFE bricklaying apprentices and supervising tradespersons
What you receive
- ✓Editable DOCX template — Microsoft Word compatible
- ✓State-specific WHS legislation schedule (NSW/VIC/QLD/SA/WA/TAS/NT/ACT)
- ✓Hazard register with risk ratings + hierarchy-of-control mapping
- ✓Worker sign-on register, pre-start checklist, and incident escalation flow
Worked example
On a two-storey project home build in an outer-metropolitan growth corridor, the leading hand bricklayer opens the SWMS at the 6:45am pre-start with a crew of three plus an apprentice before the upper-storey gable veneer begins. Using the hazard register, he walks the team through the fall risk on the newly-erected modular scaffold, confirming the platform sits at 4.2m, midrails and brick guards are fitted, and the scaffold tag is current and green. He references control item 7 on the SWMS, sets the brick elevator to feed pallets to the working deck so no worker carries bricks up the ladder, and assigns task rotation every two hours to manage the manual handling exposure flagged as HIGH priority. The apprentice queries tie spacing — the leading hand opens the SWMS reference to AS 3700 clause 4.10 and confirms 600×600 centres with 300mm at the window reveals, plus weep holes at every fourth perpend. All four sign the SWMS sign-on register. Mid-morning a southerly wind picks up dust during a dry-cut for a return brick; the leading hand stops work, refers back to control item 4, swaps to the wet-cut masonry saw with hose feed, and amends the SWMS in the live changes section noting wind-driven dust as an added trigger for the substitution. The amended SWMS is re-communicated before work resumes after smoko.
Related legislation
- WHS Act 2011 (model)
- WHS Regulation 2025
- Code of Practice — Hazardous Manual Tasks