Chapter VII

Demolition, Removal, and Salvage Operations

Red Seal Practice study guide with diagrams.

Demolition, Removal, and Salvage Operations

Chapter Introduction

Demolition, removal, and salvage constitute a critical phase in the life cycle of a construction project. For the Construction Craft Worker, this stage requires a thorough understanding of structural principles, risks associated with existing materials, and sorting and recovery procedures. This chapter covers all the knowledge required for the Red Seal exam, including demolition methods, volume and load calculations, hazardous materials management, and applicable Canadian standards.

Demolition is not just about "tearing everything down." It involves a logical sequence, pre-work verifications, and precise knowledge of loads, support points, and fall paths. A calculation error or an omission in utility verification can result in serious injuries, property damage, or legal action.


Planning and Preparation of the Demolition Site

Preliminary Building Assessment

Before any demolition activity, a complete structural assessment must be carried out. This assessment determines the type of construction (wood frame, reinforced concrete, steel, masonry), the condition of load-bearing elements, and the presence of hazardous materials.

Essential documents to consult include:

Original building plans (if available)
Previous inspection reports
Building permits and subsequent modifications
Utility records (electricity, gas, water, sewers, telecommunications)

The Canadian Electrical Code, Part I (C22.1-21) requires that all electrical installations be de-energized and locked out before demolition work begins. The lockout/tagout procedure must comply with CSA Z460-13 (R2022) "Control of Hazardous Energy - Lockout and Other Methods."

Demolition Sequence: Top-Down

The fundamental rule of manual or mechanical demolition is to proceed from the top down. This sequence prevents premature collapse of load-bearing walls and allows for progressive control of debris.

Typical order of intervention:

18.Removal of non-structural elements (doors, windows, light partitions, cladding)
19.Demolition of roofs and floors
20.Demolition of load-bearing walls (last, section by section)
21.Demolition of foundations

Each floor must be completely cleared before moving to the floor below. Debris must never accumulate on a floor beyond the calculated allowable load.

Calculating Allowable Floor Load

You must be able to estimate the load that an existing floor can support. The allowable load (in kN/m²) is calculated from the resistance of beams and joists, taking into account the safety factor.

Basic formula for a simply supported beam:

Allowable load (w) = (8 × M_r) / L²

Where:

M_r = resisting moment of the beam (kN·m)
L = clear span of the beam (m)

Calculation example:

A 200 mm × 300 mm wood beam with an M_r of 45 kN·m and a span of 4.5 m:

w = (8 × 45) / (4.5)² = 360 / 20.25 = 17.78 kN/m

If the spacing between beams is 0.6 m, the allowable floor load is:

17.78 / 0.6 = 29.6 kN/m²

Reference table — Approximate linear loads of construction materials:

MaterialDensity (kg/m³)Approximate Load (kN/m³)
Plain concrete2,200 – 2,40022 – 24
Reinforced concrete2,400 – 2,50024 – 25
Steel7,85078.5
Wood (softwood)400 – 6004 – 6
Brick masonry1,800 – 2,00018 – 20
Concrete block1,600 – 2,00016 – 20

Exam trap: Do not confuse density (kg/m³) with load (kN/m³). Multiply the density by gravitational acceleration (9.81 m/s²) to obtain the load in kN/m³.


Demolition Methods

Manual Demolition

Manual demolition uses portable tools (jackhammers, sledgehammers, pry bars, chisels). It is preferred for:

Precision work (material salvage)
Areas with restricted access
Buildings where there is a risk of damage to adjacent structures

Safety requirements:

Mandatory PPE: hard hat with chin strap, safety glasses, anti-vibration gloves, steel-toed boots, respiratory protection (depending on dust generated)
Verification of tool condition before use
Establishment of a safety perimeter around the work area

Mechanical Demolition

Mechanical equipment includes:

Excavators with demolition jaws (hydraulic shears)
Hydraulic breakers mounted on excavators
Wrecking balls (rarely used nowadays due to vibrations)
Mechanical shovels with sorting buckets

Equipment selection depends on building height, required reach, and the load-bearing capacity of the supporting ground. A 30-tonne excavator with a 15 m boom can demolish a 3-storey building without climbing onto the debris.

Comparison table — Demolition methods:

MethodAdvantagesDisadvantagesTypical Applications
ManualPrecision, maximum salvageSlow, labour-intensiveHeritage buildings, interiors
MechanicalFast, efficientVibrations, noise, dustIndustrial buildings, concrete structures
ImplosionVery fast, ideal for tall structuresExpensive, requires specialized expertiseTowers, chimneys, silos
Thermal cuttingPrecision, steel cuttingFire risk, toxic fumesSteel structures, beam salvage

Demolition by Implosion

Implosion is a specialized technique that uses strategically placed explosives to cause the building to collapse onto itself. This method is governed by the Explosives Regulations (SOR/2013-211) of Natural Resources Canada.

Key requirements:

Explosives handling permit issued by Natural Resources Canada
Detailed engineering study of failure points
Perimeter evacuation plan (safety radius of at least 300 m for a 20-storey building)
Seismic monitoring of adjacent structures

The Construction Craft Worker is generally not responsible for designing the implosion, but you must understand the basic principles to coordinate the site and ensure perimeter safety.


Hazardous Materials Management

Asbestos

Asbestos is the most frequently encountered hazardous material during demolitions. It was used extensively in Canada until the late 1980s in:

Thermal insulation (pipe lagging)
Floor coverings (vinyl-asbestos)
Ceiling and wall panels
Joints and sealants
Asbestos-cement shingle roofing

The Canada Occupational Health and Safety Regulations under Part II of the Canada Labour Code requires an exposure assessment before work begins. CSA Z94.4-18 "Selection, Use, and Care of Respirators" specifies requirements for respirators.

Mandatory procedures for asbestos removal:

77.Identification of asbestos type (chrysotile, amosite, crocidolite) by laboratory analysis
78.Establishment of a containment zone with negative pressure
79.Use of supplied-air respirators or HEPA cartridge respirators
80.Wetting of materials to reduce dust
81.Disposal in sealed containers labelled "ASBESTOS WASTE"
82.Worker decontamination in a three-compartment airlock

Occupational Exposure Limit (OEL): 0.1 fibres/cm³ over 8 hours (according to the Canada Occupational Health and Safety Regulations).

Other Hazardous Materials

MaterialPrimary RiskIdentification MethodDisposal
Lead (paint)Neurotoxin, dust inhalationLaboratory testing, XRF detectorHazardous waste, licensed facility
Mercury (thermostats, lamps)Toxic, environmental contaminationVisual inspectionSpecialized recycling
PCBs (transformers, capacitors)Carcinogenic, persistentLabelling, oil analysisRegulated transport and disposal
MouldAllergens, toxinsVisual inspection, samplingRemoval of contaminated materials
Crystalline silica (concrete, brick)Silicosis, lung cancerPresence in materialsDust control (vacuum, water)

Exam trap: Crystalline silica is not a "hazardous waste" in the regulatory sense, but it presents a major occupational exposure risk. Dust control measures (source capture, water spray) are mandatory when cutting concrete or masonry.


Material Salvage and Sorting

Salvage Principles

Salvage involves carefully removing reusable materials before demolition. This practice reduces disposal costs and generates revenue. Commonly salvaged materials include:

Steel beams and columns (verify absence of cracks and compliance with standards)
Doors and windows in good condition
Radiators and plumbing fixtures
Face brick and stone
Large-section structural timber (barn wood)

Traceability requirement: Recovered structural elements (beams, columns) must be certified by an engineer before reuse in a new project. CSA S16-19 "Design of Steel Structures" specifies evaluation criteria for used steel elements.

Sorting Demolition Debris

Sorting can be done on-site (primary sorting) or at a processing facility. Standard sorting categories are:

CategoryExamplesDestination
Concrete and masonryConcrete, brick, blockCrushing, reuse as fill
Ferrous metalsRebar, beamsSteel mill recycling
Non-ferrous metalsAluminum, copper, brassSpecialized recycling
WoodFraming, formworkGrinding, composting, fuel
GypsumGypsum boardRecycling into new production
Mixed wasteComposite materialsLandfill
Hazardous materialsAsbestos, lead paintSpecialized disposal

Calculating debris volume:

The volume of debris after demolition is generally greater than the initial building volume due to bulking. The bulking factor varies by material:

MaterialBulking Factor
Concrete1.3 – 1.5
Masonry1.2 – 1.4
Wood1.5 – 2.0
Mixed waste1.5 – 2.5

Calculation example:

A 500 m³ building of reinforced concrete will produce:

500 m³ × 1.4 = 700 m³ of bulked debris

If a 12 m³ container is used, you will need:

700 / 12 = 58.3 → 59 containers (round up to the next whole number)

Exam trap: The bulking factor applies to initial volume, not mass. Mass remains constant (conservation of mass applies), only volume changes.


Safety and Protection of Adjacent Structures

Establishing the Safety Perimeter

The safety perimeter must be established at a minimum distance equal to the height of the building being demolished, plus 1.5 m. For a 10 m high building, the perimeter is 11.5 m.

Perimeter requirements:

Rigid fencing with a minimum height of 1.8 m
Clear signage "NO ENTRY — DEMOLITION ZONE"
Safety lighting if work continues at night
Controlled access by a guard or locking system

Protection of Adjacent Structures

Before work begins, a photographic inspection of neighbouring buildings must be carried out to document their condition. This inspection serves as a reference in the event of a damage claim.

Typical protection measures include:

Shoring of party walls with steel or timber props
Protection panels made of plywood or metal to absorb debris impacts
Debris netting installed on scaffolding
Vibration monitoring: CSA S850-12 (R2022) "Evaluation of Vibrations in Buildings" recommends a limit of 5 mm/s for sensitive buildings

Dust Management

Demolition dust poses health risks to workers and occupants of adjacent buildings. Control measures include:

High-pressure water spraying on demolition areas
Use of misting cannons (fog cannons) for large surfaces
Source capture vacuum for power tools
Tarping of debris drop zones

Regulatory requirement: Dust emissions must comply with provincial environmental regulations (although the Red Seal exam focuses on national standards, knowledge of control principles is essential).


Load and Volume Calculations for Removal

Calculating Debris Mass

The total mass of debris is calculated by multiplying the initial volume by the material density, then applying the bulking factor for transport volume.

Formula:

Mass (kg) = Initial volume (m³) × Density (kg/m³)

Example:

Demolition of a plain concrete wall 20 m long, 3 m high, and 0.3 m thick.

Volume = 20 × 3 × 0.3 = 18 m³

Mass = 18 m³ × 2,300 kg/m³ = 41,400 kg = 41.4 tonnes

If a dump truck has a capacity of 15 tonnes, you will need:

41.4 / 15 = 2.76 → 3 trucks (round up to the next whole number)

Calculating the Number of Containers

The number of containers required depends on the bulked volume and the container capacity.

Formula:

Number of containers = (Initial volume × Bulking factor) / Container capacity

Table of standard container capacities:

Container TypeVolume (m³)Load Capacity (tonnes)
Small wheeled4 – 62 – 3
Medium8 – 104 – 5
Large12 – 156 – 8
Roll-off20 – 3010 – 15
Compaction30 – 4015 – 20

Exam trap: Never exceed the container's load capacity, even if the volume is not full. A 12 m³ container filled with concrete would weigh 12 × 1.4 × 2,300 = 38,640 kg, or nearly 39 tonnes — far above the 8-tonne capacity. The volume must be limited accordingly.


Applicable Standards and Regulations

National Standards of Canada

StandardTitleApplication
CSA S850-12 (R2022)Evaluation of Vibrations in BuildingsDemolition vibration control
CSA Z460-13 (R2022)Control of Hazardous Energy - Lockout and Other MethodsLockout procedures
CSA Z94.4-18Selection, Use, and Care of RespiratorsRespiratory protection
CSA Z94.3-15Eye and Face ProtectorsEye protection
CSA Z259.16-16Design of Active Fall-Protection SystemsFall protection
Canadian Electrical Code, Part IC22.1-21De-energizing electrical installations
CSA B149.1Natural Gas and Propane Installation CodeGas line shut-off
CSA B167-16Overhead Cranes, Gantry Cranes, Monorails, Hoists, and Jib CranesInspection of lifting equipment

Federal Regulations

Canada Occupational Health and Safety Regulations (SOR/86-304) — Part II of the Canada Labour Code
Explosives Regulations (SOR/2013-211) — Natural Resources Canada
Transportation of Dangerous Goods Regulations (SOR/2001-286) — Transport Canada

Key requirement of the Transportation of Dangerous Goods Regulations: Asbestos waste must be transported in sealed containers, identified with Class 9 (miscellaneous dangerous goods), and accompanied by a shipping document.


Utility Shut-Off Procedures

Shut-Off Sequence

Utility shut-off must be carried out in a specific order to avoid fire, explosion, or electrocution risks:

164.Electricity: Turn off the main breaker, lock and tag (lockout)
165.Natural gas: Close the main shut-off valve, purge the line (according to CSA B149.1)
166.Water: Close the main valve, drain the piping
167.Sewers: Plug the lines to prevent backflow
168.Telecommunications: Disconnect the lines

CSA B149.1 requirement (Article 4.16): Before demolishing a building, the gas supplier must be notified and the service line must be shut off and sealed at the main shut-off valve. It is prohibited to cut a gas line without written authorization from the supplier.

Verifying Absence of Voltage

After the electricity is shut off, a verification of absence of voltage must be performed using a calibrated voltage detector. This verification is mandatory before any work on electrical circuits.

Procedure:

173.Verify the detector is functioning properly on a known live circuit
174.Test each conductor (phase, neutral, ground)
175.Re-verify the detector after testing to confirm it is still functioning properly

Pitfalls to Avoid

178.Confusing density and load: Density (kg/m³) must be multiplied by 9.81 m/s² to obtain the load in kN/m³. Concrete at 2,400 kg/m³ exerts a load of 23.5 kN/m³.
179.Forgetting the bulking factor: Debris volume is always greater than the initial volume. A calculation without the bulking factor underestimates the number of containers needed.
180.Demolishing load-bearing walls before floors: The top-down sequence is non-negotiable. Demolishing load-bearing walls first causes premature collapse.
181.Neglecting asbestos verification: Any demolition of a building constructed before 1990 must include an asbestos assessment. The absence of testing does not eliminate the risk.
182.Ignoring container load capacity: A container "full" by volume can be excessively heavy. Always check the mass, not just the volume.
183.Cutting gas without authorization: Gas shut-off must be performed by the supplier or with their written authorization. Unauthorized intervention is a regulatory offence.
184.Underestimating the safety perimeter: The perimeter must be at least equal to the building height plus 1.5 m. A perimeter that is too small exposes workers and the public.
185.Reusing structural elements without certification: Recovered beams and columns must be inspected and certified by an engineer before reuse.
186.Confusing provincial and national standards: The Red Seal exam focuses on national standards (CSA, Canadian Electrical Code, federal regulations). Provincial requirements vary and are not directly tested.
187.Forgetting photographic documentation: The pre-work inspection of adjacent buildings must be documented. Without photographic evidence, any damage claim is difficult to contest.

Summary

Demolition, removal, and salvage are high-risk operations that require rigorous planning and methodical execution. Key points to remember for the Red Seal exam:

Preliminary assessment: Structural inspection, hazardous materials identification, utility verification.
Demolition sequence: Always top-down, removing non-structural elements first.
Calculations: Master the allowable load formulas (w = 8M_r/L²), the bulking factor, and the density → load conversion.
Hazardous materials: Asbestos (OEL of 0.1 fibres/cm³), lead, crystalline silica, and PCBs require specific protection and disposal procedures.
Salvage: Material sorting (concrete, metals, wood, gypsum) reduces landfill costs and generates revenue.
Standards: CSA S850-12 (vibrations), CSA Z460-13 (lockout), CSA B149.1 (gas), Canadian Electrical Code Part I, Explosives Regulations.
Safety: Safety perimeter (height + 1.5 m), protection of adjacent structures, dust control, verification of absence of voltage.

The Red Seal certified Construction Craft Worker must not only execute the work but also understand the underlying engineering principles, apply national standards, and ensure the safety of all personnel. Mastering this chapter prepares you to answer exam questions on the technical, regulatory, and practical aspects of demolition.


Self-Assessment Questions

201.What is the typical bulking factor for reinforced concrete?

a) 1.0 – 1.1

b) 1.3 – 1.5

c) 1.8 – 2.0

d) 2.5 – 3.0

206.What is the occupational exposure limit (OEL) for asbestos over 8 hours?

a) 0.01 fibres/cm³

b) 0.1 fibres/cm³

c) 1.0 fibres/cm³

d) 10 fibres/cm³

211.A building 8 m high requires a safety perimeter of at least:

a) 8 m

b) 9.5 m

c) 10 m

d) 12 m

216.Which CSA standard governs lockout and control of hazardous energy?

a) CSA S850-12

b) CSA Z460-13

c) CSA Z94.4-18

d) CSA B167-16

221.A reinforced concrete wall measuring 15 m × 2.5 m × 0.25 m is demolished. What is the approximate mass of the debris?

a) 9.4 tonnes

b) 18.8 tonnes

c) 23.4 tonnes

d) 28.1 tonnes

Answers: 1-b, 2-b, 3-b (8 + 1.5 = 9.5 m), 4-b, 5-c (Volume = 15 × 2.5 × 0.25 = 9.375 m³; Mass = 9.375 × 2,500 = 23,437.5 kg ≈ 23.4 tonnes)

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