Quick Reference — Demolition & Abatement
Asbestos Operation Types (O. Reg. 278/05)
| Type | Scope | Key Controls | MOL Notice |
|---|---|---|---|
| Type 1 | Non-friable, small qty | Wet methods, HEPA vac, half-face resp, 6-mil poly | No |
| Type 2 | Larger non-friable or small friable | Type 1 + full enclosure, negative air (HEPA), decon, air monitoring | No (recommended) |
| Type 3 | Friable, any quantity | Type 2 + triple poly, 3-stage decon, PAPR/supplied air, continuous monitoring | 14 days advance |
Common Hazmat in Pre-1985 Churches
| Material / Location | Hazard | Era |
|---|---|---|
| 9" x 9" floor tiles & black mastic | Asbestos | 1940s–1980 |
| Pipe/boiler insulation | Asbestos | 1930s–1980 |
| Drywall joint compound | Asbestos | 1950s–1980 |
| Vermiculite insulation | Asbestos (tremolite) | 1940s–1990 |
| Painted surfaces (pre-1978) | Lead paint | Pre-1978 |
| Fluorescent ballasts (pre-1980) | PCBs | 1950s–1980 |
Silica Exposure Limits
- Ontario OEL for RCS: 0.025 mg/m³ (8-hr TWA) — O. Reg. 833
- Wet cutting mandatory for all concrete/masonry cutting
- RPE: N95 min (low dust); half-face P100 (cutting/grinding); PAPR (heavy/prolonged)
Mould Remediation Thresholds (EACO)
- < 1 m²: trained staff, basic PPE
- 1–10 m²: containment + HEPA filtration
- > 10 m²: professional remediation, full containment
Demolition Sequence
- 1. Disconnect & lock out all services
- 2. Remove salvage items first
- 3. Install protection around retained elements
- 4. Remove finishes (ceiling, drywall, flooring, trim)
- 5. Remove non-structural framing
- 6. Structural elements last (P.Eng. plan + shoring in place)
- 7. Clean as you go — always top down, outside in
Critical Rules
- No demolition without completed hazmat survey — zero tolerance
- Structural demo requires P.Eng.-stamped demolition plan on site
- Suspected ACM encountered = STOP work immediately, notify superintendent
- Never mix hazardous waste with general construction waste
- GPR/X-ray scan before cutting any concrete (rebar, PT cables, services)
Demolition and abatement are among the most hazardous activities on any construction site. Unlike new construction, you are dealing with the unknown — hidden structural connections, concealed hazardous materials, and aging assemblies that may not behave the way you expect. On church renovation projects, the stakes are even higher: many of Ontario’s church buildings date from the 1940s through the 1970s, an era when asbestos, lead paint, and other designated substances were used routinely. This guide covers the 11 core skills needed to perform demolition and abatement work safely, legally, and effectively.
Zero Tolerance: A zero-tolerance policy must be maintained for demolition or abatement work that begins without a completed hazardous materials survey. No exceptions. If you encounter suspected hazardous material during any phase of work, stop immediately and notify your superintendent. The Ministry of Labour enforces this.
In This Guide
1. Selective & Structural Demolition
Church renovation projects almost always require selective demolition — removing specific elements while preserving the surrounding structure. This is not a sledgehammer-and-crowbar free-for-all. Selective demolition demands careful planning, a thorough understanding of the building’s load paths, and constant communication between the crew and the superintendent.
15.01 — Selective Interior Demolition
Removing interior finishes, partitions, ceilings, flooring, and non-structural elements while preserving the structural frame, mechanical systems, and architectural features designated for retention. On church projects this often means working around stained glass windows, heritage millwork, and active worship spaces. Every selective demo scope requires a written work plan identifying what stays, what goes, and what needs protection.
15.02 — Structural Demolition
Removing load-bearing walls, beams, columns, foundations, or roof structures. Under O. Reg. 213/91, structural demolition requires a written procedure prepared or reviewed by a Professional Engineer (P.Eng.) that identifies the sequence of removal, temporary shoring requirements, and exclusion zones. No structural member is to be cut, removed, or altered without the P.Eng.-stamped demolition plan on site and reviewed by the crew.
I’ve been doing demo for 22 years, and the day you stop respecting the structure is the day it comes down on you. Every wall holds something up. Every beam goes somewhere. Before you cut anything, trace the load path — roof to foundation. If you can’t explain where the load is going after the cut, you’re not ready to make it.
Structural Demolition Sequence: Always demolish from the top down and from the outside in. Never undermine a structural element by removing its support before removing the element itself. Temporary shoring must be in place before any structural cuts begin — not after you notice something moving.
Church-Specific Demolition Considerations
Imagine you’re expanding a sanctuary by removing the back wall of a 1965 fellowship hall to connect it to a new addition. The existing wall may carry roof trusses, support a masonry veneer, and contain electrical and mechanical services. Before a single cut is made:
- Engage a P.Eng. to prepare the demolition sequence and temporary shoring design
- Complete the hazardous materials survey — that 1965 wall likely contains asbestos drywall compound, and the floor tiles in the fellowship hall are almost certainly 9″ × 9″ vinyl asbestos tile
- Protect what stays — install plywood hoarding, poly sheeting, and padding around stained glass, feature walls, AV equipment, and any architectural features
- Isolate the work area from occupied spaces — churches often remain in use during renovations, so dust barriers, negative air, and sealed doorways are essential
- Notify the congregation — vibration and noise from structural demolition will be significant
Pro Tip: Before demolishing interior partition walls in older churches, check the ceiling above. In many 1950s–1970s church buildings, partition walls were built tight to the underside of the roof structure and may be inadvertently bracing roof trusses or purlins. Removing them without temporary bracing can cause a roof deflection or collapse. Always consult the P.Eng. demolition plan.
Selective Demolition Sequence — Best Practices
Selective interior demolition should always follow a disciplined sequence. Rushing the process leads to damage to retained elements, uncontrolled dust, and safety incidents. The standard sequence is:
- Disconnect services: Confirm that all electrical circuits, gas lines, water supply, and HVAC ductwork serving the demolition area have been de-energized, locked out, and capped by qualified trades
- Remove salvage items: Take out all designated salvage pieces (pews, fixtures, hardware, stained glass) before any destructive work begins
- Install protection: Erect plywood hoarding, poly barriers, and padded protection around all retained elements
- Remove finishes first: Strip ceiling tiles, light fixtures, drywall, flooring, and trim before touching any framing
- Remove non-structural framing: Take out partition studs, blocking, and non-load-bearing headers
- Address structural elements last: Only after shoring is in place per the P.Eng. plan
- Clean as you go: Remove debris continuously — a cluttered demolition area is an unsafe demolition area
Best Practice: On every selective demolition project, the superintendent is required to walk the work area at the end of each shift to verify that retained elements are undamaged, dust barriers are intact, and the area is clean and safe for the next day’s work. This daily walk-through is documented in the site diary.
2. Concrete Sawcutting & Core Drilling
Many church renovation and expansion projects require cutting through existing concrete — floor slabs, foundation walls, footings, and grade beams — to create new openings, install services, or connect new construction to existing. This work generates significant dust (including silica) and requires precision to avoid cutting through reinforcing steel, post-tensioning cables, or embedded services.
15.03 — Concrete Sawcutting & Core Drilling
Operating flat saws, wall saws, ring saws, hand-held cut-off saws, and core drills to cut or penetrate concrete, masonry, and stone. All sawcutting of concrete generates respirable crystalline silica (RCS) — wet cutting is mandatory unless an engineered dust control system is in use. Ground-penetrating radar (GPR) or X-ray scanning should be used to locate rebar, conduit, and post-tensioning cables before any cut is made.
Silica Hazard: Respirable crystalline silica from concrete cutting causes silicosis — an irreversible, progressive, and potentially fatal lung disease. Ontario’s occupational exposure limit (OEL) for RCS is 0.025 mg/m³ (8-hour TWA) under O. Reg. 833. Always use wet cutting methods, local exhaust ventilation, or both. Respiratory protection (minimum N95, often half-face P100) is required when engineering controls alone cannot maintain exposures below the OEL.
Pro Tip: When core drilling through a church basement floor slab for new plumbing, always check both sides of the slab first. Many older church basements have radiant heating pipes embedded in the slab — copper tubes running in a serpentine pattern just below the surface. Hit one of those with a core drill and you’ve got a flood and a very expensive repair. GPR scanning takes 20 minutes. Fixing a severed heating loop takes days.
3. Hazardous Material Identification (Pre-Demo)
Before any demolition work begins, a designated substance survey must be completed by a qualified person. Ontario’s Occupational Health and Safety Act (OHSA) and its regulations — particularly O. Reg. 490/09 (Designated Substances) — require employers to identify and manage 11 designated substances before work that may disturb them. On church buildings constructed before 1985, you should assume hazardous materials are present until the survey proves otherwise.
15.04 — Hazardous Material Identification (Pre-Demo)
Conducting or reviewing pre-demolition designated substance surveys to identify asbestos, lead, silica, mould, mercury, PCBs, and other hazardous materials within the scope of work. Bulk sampling and laboratory analysis are required for confirmation — visual identification alone is not sufficient. The survey report must be on site and reviewed with the crew before demolition begins.
Common Hazardous Materials in Ontario Churches (Pre-1985)
| Material / Location | Likely Hazard | Era | Action Required |
|---|---|---|---|
| 9″ × 9″ vinyl floor tiles & black mastic | Asbestos (chrysotile) | 1940s–1980 | Lab analysis; abatement if disturbed |
| Pipe & boiler insulation (white/grey wrap) | Asbestos (chrysotile, amosite) | 1930s–1980 | Type 2 or Type 3 abatement |
| Drywall joint compound (tape coat) | Asbestos (chrysotile) | 1950s–1980 | Lab analysis; abatement if disturbed |
| Vermiculite attic insulation | Asbestos (tremolite) | 1940s–1990 | Lab analysis; Type 3 if Zonolite brand |
| Textured ceiling coating (stipple/popcorn) | Asbestos (chrysotile) | 1950s–1980 | Lab analysis; abatement if disturbed |
| Painted surfaces (windowsills, trim, radiators) | Lead paint | Pre-1978 | XRF or chip testing; lead-safe work practices |
| Basement walls & crawlspaces | Mould (various species) | Any age | EACO guidelines; remediation plan |
| Fluorescent light ballasts (pre-1980) | PCBs | 1950s–1980 | Dispose as hazardous waste |
| Thermostats (mercury switches) | Mercury | Any age | Careful removal; hazardous waste disposal |
Best Practice: Every pre-demolition hazmat survey report is filed in the project safety binder and a summary is posted at the site entrance. All crew members must sign the toolbox talk sheet confirming they have reviewed the survey findings before entering the demolition area.
The survey isn’t just paperwork — it’s a map of everything in that building that can hurt you. I’ve seen guys rip out ceiling tiles without checking the report, and 20 minutes later we’re shutting down the whole site for an asbestos exposure incident. Read the report. Know what’s in the walls before you open them up.
4. Asbestos Awareness & Abatement
Asbestos is the single most regulated designated substance in Ontario construction. O. Reg. 278/05 (Designated Substance — Asbestos on Construction Projects and in Buildings and Repair Operations) establishes a detailed framework of operation types, worker training requirements, exposure controls, and notification procedures. Every crew member working on renovation or demolition projects must complete Asbestos Awareness training at a minimum.
15.05 — Asbestos Awareness & Recognition
Recognizing common asbestos-containing materials (ACMs) by appearance, location, age, and building era. Understanding the health effects of asbestos exposure, the legal duty to report suspected ACMs, and the requirement to stop work immediately if undocumented ACMs are encountered. This is a baseline competency for every worker on renovation and demolition projects.
15.06 — Asbestos Abatement (Type 1 / Type 2 / Type 3)
Performing asbestos removal, encapsulation, or enclosure operations in accordance with O. Reg. 278/05. The regulation classifies abatement work into three operation types based on the friability and quantity of material, with progressively more stringent controls. Workers performing Type 2 and Type 3 operations require specific training, medical surveillance, and respiratory fit testing. Type 3 operations require advance notification to the Ministry of Labour.
Ontario Asbestos Operation Types (O. Reg. 278/05)
| Operation Type | Material / Scope | Key Controls | Notification |
|---|---|---|---|
| Type 1 | Non-friable ACMs in small quantities (e.g., removing a few floor tiles, replacing gaskets, installing fasteners through ACM) | Wet methods, HEPA vacuum, disposable coveralls, half-face respirator (minimum), 6-mil poly drop sheets, caution signage | No MOL notification required |
| Type 2 | Larger quantities of non-friable ACMs or small amounts of friable ACMs (e.g., removing an entire floor of vinyl asbestos tiles, cutting ACM cement board) | All Type 1 controls plus: full enclosure with poly sheeting, negative air pressure unit with HEPA filtration, decontamination facility, air monitoring, worker training records on site | No MOL notification required (but recommended for larger projects) |
| Type 3 | Friable ACMs in any quantity (e.g., spray-applied fireproofing, pipe insulation, boiler wrap, vermiculite insulation) | All Type 2 controls plus: full negative-pressure enclosure, triple-layer poly, three-stage decontamination unit, continuous air monitoring inside and outside enclosure, full-face powered air-purifying respirator (PAPR) or supplied air, medical surveillance for all workers | 14 days advance written notification to MOL |
Ministry of Labour Enforcement: Asbestos violations are among the most heavily prosecuted offences under the OHSA. Fines for individuals can reach $100,000 and 12 months imprisonment; corporate fines can reach $1,500,000. The Ministry of Labour conducts targeted inspections of renovation and demolition projects specifically to verify asbestos compliance. There is no margin for error.
Pro Tip: When setting up a Type 2 or Type 3 enclosure in an occupied church, seal all HVAC registers, returns, and ductwork penetrations inside the enclosure with poly and tape before establishing negative air. If the building’s air handling system is running, contaminated air can migrate through the duct system to occupied areas — including the sanctuary where Sunday services may be taking place. Shut down the HVAC zone serving the work area and verify it’s isolated.
5. Lead Paint, Mould & Silica
While asbestos gets the most regulatory attention, lead paint, mould, and silica dust are equally dangerous to workers and building occupants. All three are common on church renovation projects, and all three have specific Ontario regulatory requirements.
15.07 — Lead Paint Awareness
Recognizing lead-based paint on interior and exterior surfaces in buildings constructed before 1978. Lead paint is regulated under O. Reg. 490/09 as a designated substance. Common locations in churches include window frames, door trim, radiators, metal railings, and exterior cladding. XRF (X-ray fluorescence) testing or laboratory chip analysis confirms presence. Disturbance of lead paint (sanding, scraping, cutting, demolition) requires lead-safe work practices including HEPA-filtered local exhaust, wet methods, poly containment, and respiratory protection.
15.08 — Mould Awareness & Remediation
Identifying visible mould growth, understanding conditions that promote mould (persistent moisture, poor ventilation), and performing remediation in accordance with the Environmental Abatement Council of Ontario (EACO) guidelines. Church basements, crawlspaces, and poorly ventilated storage areas are common mould locations due to chronic moisture issues. Remediation scope is determined by the area of contamination: small areas (< 1 m²) can be handled by trained maintenance staff; moderate areas (1–10 m²) require containment and HEPA filtration; large areas (> 10 m²) require professional remediation with full containment.
15.09 — Silica Dust Awareness & Control
Understanding the health hazards of respirable crystalline silica (RCS) generated during concrete cutting, masonry demolition, stone grinding, and abrasive blasting. Ontario’s OEL for RCS is 0.025 mg/m³ (8-hour TWA). Engineering controls — wet cutting, HEPA-filtered local exhaust ventilation, enclosed cabs with filtered air — are the primary defence. Respiratory protection supplements engineering controls but does not replace them.
When we started the basement renovation at that 1958 church in Cambridge, the survey came back positive for lead paint on every window frame and door casing in the building. The congregation had been using those rooms for Sunday school for 60 years. We set up containment, HEPA vacuumed every surface, and removed all the painted trim with wet methods. Not a single fibre of lead-contaminated dust left that containment. That’s how you do it right.
Best Practice: All demolition crews working on pre-1985 church buildings must have completed Asbestos Awareness, Lead Paint Awareness, Silica Dust Awareness, and Mould Awareness training. These are not optional — they are conditions of employment on renovation projects. Training records are maintained by the safety coordinator and audited quarterly.
Silica Exposure Control — Hierarchy of Controls
Silica dust is generated every time concrete, masonry, or stone is cut, ground, drilled, or demolished. Unlike asbestos, which is only present in specific materials, silica is present in virtually every concrete and masonry element on every project. The hierarchy of controls for silica exposure is:
- Elimination: Can the cut or demolition be avoided entirely? Consider alternative methods (e.g., mechanical breaking instead of cutting)
- Substitution: Not generally applicable — you cannot substitute the silica out of concrete
- Engineering controls: Wet cutting (continuous water supply to the blade), HEPA-filtered local exhaust ventilation on grinders and saws, enclosed operator cabs with filtered air on demolition equipment
- Administrative controls: Limit time in high-dust areas, rotate workers, schedule dusty operations when fewer workers are in the area, post silica warning signage
- PPE: Minimum N95 respirator for low-dust tasks; half-face P100 for cutting and grinding; full-face PAPR for prolonged or heavy exposure. Respiratory protection supplements engineering controls — it does not replace them
Silica — The Hidden Killer: Silicosis has no cure. Once the lung tissue is scarred, it does not heal. Early silicosis is asymptomatic — by the time a worker notices shortness of breath, irreversible damage has already occurred. Ontario’s construction sector has seen a significant increase in silicosis claims in recent years. Protect yourself and your crew — wet cutting and dust collection are not optional.
6. Debris Management & Waste Sorting
Demolition generates an enormous volume of debris, and how that debris is managed has regulatory, environmental, and cost implications. Ontario’s waste diversion regulations and landfill restrictions require construction waste to be sorted, and hazardous materials must be handled through licensed waste carriers and disposal facilities.
15.10 — Debris Management & Waste Sorting
Organizing demolition debris into waste streams: clean concrete and masonry (recyclable), clean wood (recyclable or biomass), metals (scrap recycling), hazardous materials (licensed disposal), and general mixed waste (landfill). Asbestos-containing waste must be double-bagged in labelled 6-mil poly bags, transported by a licensed hazardous waste carrier, and disposed of at an approved facility with proper waste manifests. Lead-contaminated debris, PCB-containing ballasts, and mercury-containing devices each have specific disposal requirements.
- Clean concrete & masonry: Crush on site for granular base or send to a concrete recycling facility
- Clean dimensional lumber: Salvage reusable stock; remainder to wood recycling or biomass
- Metals (steel, copper, aluminum): Separate by type and send to scrap recycling — this is revenue, not cost
- Asbestos-containing waste: Double-bag in labelled 6-mil poly, seal with tape, transport by licensed carrier, waste manifest required
- Lead-contaminated debris: Bag separately, dispose as hazardous waste through licensed facility
- General mixed waste: Minimize this stream — it is the most expensive disposal option
Regulatory Warning: Mixing hazardous waste (asbestos, lead, PCBs) with general construction waste is an offence under the Environmental Protection Act. It contaminates the entire load, which must then be treated as hazardous waste at significantly higher disposal cost. More importantly, it exposes waste haulers and disposal facility workers to health hazards. Keep hazardous waste streams completely separated from the moment of generation.
Pro Tip: Set up your waste sorting area on the first day of demolition, not after the bins are already full of mixed debris. Label each bin clearly — “CLEAN WOOD,” “CLEAN CONCRETE,” “METALS,” “GENERAL WASTE” — and brief every crew member on which materials go where. Five minutes of planning saves thousands of dollars in disposal costs and keeps you on the right side of the regulations.
7. Salvage & Material Recovery
Church buildings contain irreplaceable elements — stained glass windows, hand-carved pews, century-old hardwood flooring, brass hardware, and stone carvings that cannot be manufactured today at any cost. Salvage is not an afterthought; it is a planned, skilled operation that must be coordinated with the demolition sequence.
15.11 — Salvage & Material Recovery
Carefully removing, cataloguing, protecting, and storing architectural elements, fixtures, and materials designated for reuse, reinstallation, or donation. On church projects, common salvage items include stained glass windows, solid wood pews, architectural light fixtures, stone or masonry features, AV equipment, and heritage hardware. Each item requires a specific removal method to prevent damage — stained glass, for example, must be supported on both faces during removal and transported vertically, never laid flat.
We were demolishing the old fellowship hall at a church near Kitchener, and the congregation asked us to save the pews. Those pews were solid oak, built in 1923, and every one of them had a brass memorial plaque for someone’s grandfather or grandmother. We numbered each pew, photographed the plaques, padded them in moving blankets, and stored them in the church’s gymnasium. When the new addition was finished, every pew went back in exactly the right order. The families were in tears. That’s the kind of care these projects demand.
Salvage Planning Checklist
- Inventory first: Walk the building with the congregation’s representative and create a written salvage list before demolition begins
- Photograph everything: Document each salvage item in place, with measurements and condition notes
- Number and tag: Apply numbered tags to each piece and record the location it came from
- Remove before demolition: Salvage items must be removed and stored safely before adjacent demolition work begins
- Protect from dust and debris: Wrap salvaged items in moving blankets or bubble wrap and store them away from the active work area
- Stained glass: Engage a specialist glazier for removal — stained glass panels are fragile, heavy, and often held in place by deteriorating lead came that can fracture during removal
- Hazmat check: Verify that salvage items are not contaminated with lead paint or asbestos before handling — painted pews may have lead paint, and ceiling-mounted fixtures may be coated in asbestos-containing fireproofing
Stained Glass — Special Handling Requirements
Stained glass windows are among the most valuable and fragile elements in any church building. Many date from the early 20th century and are irreplaceable. Removal requires a specialist glazier experienced in leaded glass, but every crew member working near stained glass must understand the basic precautions:
- Never apply pressure to the face of the glass — stained glass panels are held together by lead came, which weakens with age and can fracture under lateral pressure
- Protect from vibration: Demolition work adjacent to stained glass windows must be planned to minimize vibration — use mechanical methods rather than impact tools when working within 3 m of a stained glass panel
- Transport vertically: Stained glass must be transported standing up, never laid flat — the weight of the glass will cause the lead came to deform if the panel is horizontal
- Store in padded, vertical racks: Use A-frame racks with carpet or foam padding between each panel
- Lead came is a lead hazard: Workers handling stained glass with exposed lead came must wear gloves and wash hands before eating or drinking
Those stained glass windows in the old sanctuary were installed in 1927 — hand-painted, fired, and leaded by craftspeople who learned the trade from their grandparents. You can’t buy that level of work anymore at any price. We built custom padded crates, removed each panel by hand, and stored them in the church’s dry basement for eight months while the renovation was underway. Every single panel went back in without a crack. That’s the standard.
Pro Tip: Before removing stained glass panels, photograph each one in detail with a scale ruler in the frame and label the photos with the window’s location (e.g., “North wall, third from east”). On reinstallation, stained glass panels must go back in the exact same openings they came from — each panel is sized to its specific opening and may not fit another.
Remember: Demolition and abatement are not about destruction — they are about controlled, careful deconstruction that protects workers, preserves what matters, and prepares the site for the next phase of construction. Every church renovation project carries the weight of a community’s history. Handle it with the respect it deserves.
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