Scaffolds - Inspection

The Ontario Construction Projects Regulations establish certain scaffold-specific requirements for pre-use inspections and frequency of inspections. Where the legislation is less specific, such as in providing details about elements to be inspected and frequency of periodical inspections, it is recommended to follow the guidelines provided by the applicable standards.

During a general inspection of a scaffold,

confirm that the erection of the scaffold followed the design drawing before the scaffold is used
identify any defects of the structure (e.g., missing parts, improperly fitted components, inadequate components), supports, or accessories
verify that all required safeguards are correctly installed
verify that the use and the load of the scaffold correspond to the structural specifications of the scaffold
confirm that the scaffold is maintained in good condition and has not suffered any deformation

Specific regulatory requirements

Scaffold inspection before use:

Before placed in service a scaffold must be inspected to conform that the erection has been done in accordance with the design drawings.

Supported scaffolds and work platforms must be inspected by a professional engineer or a competent person designated by the supervisor. [O. Reg. 213/91, s. 130 (3)] This inspection must be stated in writing. [O. Reg. 213/91, s. 130 (4)]
Centre-pole scaffolds used in silos, suspended scaffolds with more than one platform, suspended platforms that, together with its components, weigh more than 525 kg; and multi-point suspended work platforms must be inspected or a report prepared by the appropriate person .[O. Reg. 213/91, s. 132 (2)] [O. Reg. 213/91, s. 137] [O. Reg. 213/91, s. 139]
Multi-point suspended scaffolds must be inspected by a professional engineer before each use at a new location (new anchorage point) [O. Reg. 213/91, s. 142.3(2)]

Periodical inspections:

Centre pole scaffolds must be inspected by a professional engineer at the earliest of: [O. Reg. 213/91, s. 132 (1)(2)]

the twenty fourth erection since the latest inspection, or
two years since erection or inspection, if used for a monolitical silo, or
one year since erection or inspection, if used for a stave silo.

If a scaffold is erected in an environment that could affect its structural components, (such as a corrosive environment), the adequate inspection frequency should be determined by a competent person.

Multi-point suspended work platforms, suspended platforms, scaffolds and boatswain’s chairs operated by mechanical power must be inspected at least each week by a supervisor or a competent person appointed by the supervisor. [O. Reg. 213/91, s. 14(4)]

Inspection records and retention

The person who carries out the pre-use inspection of a scaffold must record in writing that the scaffolds was erected in accordance with the design drawings. [O. Reg. 213/91, s. 130 (4)] An engineer must inspect a suspected scaffold or suspended platform [O. Reg. 213/91, s. 139.1(5)] , and multi-point suspended work platform [O. Reg. 213/91, s. 142.3(4)]
The constructor must keep the records of inspections at the project location (where the scaffold is used). [O. Reg. 213/91, s. 139 (7] [O. Reg. 213/91, s. 142.8(1)]
An employer responsible for constructing a silo using a centre pole scaffold must keep with the scaffold, while the scaffold is in use, any written opinion by an engineer regarding the scaffold and a record of the frequency of use of the scaffold during construction [O. Reg. 213/91, s. 132(3)(4)]

What to look for when inspecting a scaffold

Components

When inspecting the components of a scaffold, a checklist that includes all critical components of the scaffold can be helpful. The drawing design should include a list with the critical parts that must be inspected. Lists with the components to be inspected are also included in each scaffold-specific CSA standard.
Ensure that there are no missing components.
Ensure that all components are free of defects and compatible with the scaffold. [O. Reg. 213/91, s. 142.3]

Stability:

Supported scaffolds become unstable if higher than 4 times the base. Make sure that the scaffold is tied at intervals of maximum 3 times the least lateral dimension measured at the base. [O. Reg. 213/91, s. 128 (1)(g)]
Make sure that fittings and gear, including base plates or wheels are installed according to the manufacturer’s instructions. [O. Reg. 213/91, s. 128 (1)(d)]
Make sure that the scaffold is not overloaded. [O. Reg. 213/91, s. 126 (3)] [O. Reg. 213/91, s. 134 (3)] [O. Reg. 213/91, s. 142.6 (1)]

Construction Projects

O. Reg. 213/91

Part I GENERAL

Section 14

14. (1) A constructor shall appoint a supervisor for every project at which five or more workers will work at the same time.

(2) The supervisor shall supervise the work at all times either personally or by having an assistant, who is a competent person, do so personally.

(3) A supervisor or a competent person appointed by the supervisor shall inspect all machinery and equipment, including fire extinguishing equipment, magazines, electrical installations, communication systems, sanitation and medical facilities, buildings and other structures, temporary supports and means of access and egress at the project to ensure that they do not endanger any worker.

(4) An inspection shall be made at least once a week or more frequently as the supervisor determines is necessary in order to ensure that the machinery and equipment referred to in subsection (3) do not endanger any worker.

(5) A competent person shall perform tests and observations necessary for the detection of hazardous conditions on a project.

Part II GENERAL CONSTRUCTION

Section 126

126. (1) Every scaffold shall be designed and constructed to support or resist,

(a) two times the maximum load or force to which it is likely to be subjected, without exceeding the allowable unit stresses for the materials of which it is made; and

(b) four times the maximum load or force to which it is likely to be subjected without overturning.

(2) Despite clause (1)(a), a scaffold with structural components whose capacity can only be determined by testing shall be designed and constructed to support or resist three times the maximum load or force to which it is likely to be subjected without causing the failure of any component.

(3) No scaffold shall be loaded in excess of the load that it is designed and constructed to bear.

Section 128

128. (1) Every scaffold,

(a) shall have uprights braced diagonally in the horizontal and vertical planes to prevent lateral movement;

(b) shall have horizontal members that are adequately secured to prevent lateral movement and that do not have splices between the points of support;

(c) shall have footings, sills or supports that are sound, rigid and capable of supporting at least two times the maximum load to which the scaffold may be subjected without settlement or deformation that may affect the stability of the scaffold;

(d) shall have all fittings and gear, including base plates or wheels, installed in accordance with the manufacturer's instructions;

(e) shall have connecting devices between frames that provide positive engagement in tension and compression;

(f) shall have safety catches on all hooks; and

(g) shall be adequately secured at vertical intervals not exceeding three times the least lateral dimension of the scaffold, measured at the base, to prevent lateral movement.

(2) A scaffold shall be constructed of suitable structural materials and, if lumber is used, it shall be construction grade or Number 1 Grade spruce.

(3) A scaffold mounted on pneumatic tires shall not be supported by the pneumatic tires while the scaffold is being erected, used or dismantled.

(4) If tubular metal frames are used to support masonry units on a scaffold platform, each frame leg shall have a minimum working load of,

(a) twenty-two kilonewtons for standard frames; and

(b) 16.7 kilonewtons for walk-through frames.

Section 130

130. (1) A scaffold shall be designed by an engineer and shall be erected in accordance with the design if the scaffold exceeds,

(a) fifteen metres in height above its base support; or

(b) ten metres in height above its base support if the scaffold is constructed of a tube and clamp system.

(2) Design drawings for a scaffold shall set out erection instructions and the rated loads for the scaffold.

(3) An engineer or a competent worker designated by the supervisor of the project shall inspect the scaffold before it is used to ensure that it is erected in accordance with the design drawings.

(4) The person carrying out an inspection shall state in writing whether the scaffold is erected in accordance with the design drawings.

(5) The constructor shall keep at a project the design drawings and the written statement for a scaffold while the scaffold is erected.

[O. Reg. 85/04, s. 12; 375/22, s. 5]

Section 132

132. (1) An engineer shall inspect and give a written opinion as to the structural adequacy of a centre pole scaffold used in silo construction when required by subsection (2).

(2) An inspection shall be performed on the earlier of,

(a) the twenty-fourth time the scaffold is erected following the most recent inspection; or

(b) for a scaffold used in the construction of,

(i) a monolithic silo, two years after the scaffold is erected or after the most recent inspection, and

(ii) a stave silo, one year after the scaffold is erected or after the most recent inspection.

(3) The employer responsible for constructing the silo shall keep with a scaffold every written opinion by an engineer concerning the scaffold while it is in use on a project.

(4) The employer responsible for constructing the silo shall record information about the frequency of use of the scaffold in a log book which shall be kept with the scaffold while it is in use on a project.

[O. Reg, 375/22, s. 5]

Section 134

134. (1) Every scaffold platform and other work platform shall be designed, constructed and maintained to support or resist, without exceeding the allowable unit stresses for the materials of which it is constructed,

(a) all loads and forces to which it is likely to be subjected; and

(b) at least 2.4 kilonewtons per square metre.

(2) Each component of a scaffold platform or other work platform shall be capable of supporting a load of at least 2.2 kilonewtons without exceeding the allowable unit stress for each material used.

(3) No scaffold platform or other work platform shall be loaded in excess of the load that it is designed and constructed to bear.

Section 137

137. (1) Every suspended work platform system or powered boatswain’s chair, including all components and connections of the suspended work platform system or boatswain’s chair, shall be designed by an engineer in accordance with,

(a) good engineering practice;

(b) CSA Standard Z271-10 , with the exception of clauses 6.1.1 (b) and 6.1.2;

(d) for a suspended work platform, the requirements of section 137.1.

(2) For the purposes of clause (1) (b), every reference to the National Building Code of Canada in CSA Standard Z271-10 shall be deemed to be a reference to the Building Code.

(3) Every suspended work platform system or powered boatswain’s chair shall be designed to be able to support or resist,

(a) the rated platform capacity; and

(b) any other loads likely to be applied to it, including the loads specified in clause 6.1.5 (Design loads from forces imposed on a platform) of CSA Standard Z271-10 .

(4) The design of a suspended work platform system or powered boatswain’s chair shall take into account the potential increased loads due to wind on all components of the suspended work platform system or powered boatswain’s chair if shielding, tarpaulins, enclosures, signs, banners or other similar items were used or attached.

(5) The design of a work platform or boatswain’s chair shall use the factored load combination calculated in accordance with subsection (6).

(6) The factored load combination shall be calculated as follows:

[O. Reg. 242/16, s. 11; 375/22, s. 5]

Section 139

139. (1) An employer shall ensure that, prior to the first use of a suspended work platform system at a project, the entire system, including its suspension lines, has been inspected, tested and maintained in accordance with this Regulation, the manufacturer’s instructions, and clause 11 (Inspection and Testing) and Clause 12 (Maintenance) of CSA Standard Z271-10 .

(2) The employer shall ensure that the inspection, testing and maintenance referred to in subsection (1) is completed by,

(a) a competent worker; or

(b) if the CSA Standard Z271-10 requires the inspection or test be performed by a person with specific qualifications, such person.

[O. Reg. 85/04, s. 14; 242/16, s. 11]

Section 139.1

139.1 (1) Every supplier of and every employer who owns or uses a work platform shall ensure that the testing requirements in this section are met.

(2) For the purposes of this section, the types of structural components of a work platform are categorized in the following groups:

1. Group 1, which is composed of trusses, corner or angled sections and platform modules.

2. Group 2, which is composed of stirrups, module connectors and end frames.

(3) At least annually, a representative sample of each type of structural component shall be randomly selected and subjected to non-destructive testing in accordance with the following:

1. For each type of Group 1 structural component, the representative sample shall be composed of the number set out in Column 2 of the Table to this subsection opposite the total number of that type of component, set out in Column 1, in the supplier’s or employer’s entire inventory or fleet of suspended work platforms.

2. For each type of Group 2 structural component, the representative sample shall be composed of the number set out in Column 3 of the Table to this subsection opposite the total number of that type of component, set out in Column 1, in the supplier’s or employer’s entire inventory or fleet of suspended work platforms.

3. Every critical weld on each structural component as selected as part of the representative sample shall be subjected to non-destructive testing.

Table

Item	Column 1	Column 2	Column 3
Item	Total number of the type of structural component in a supplier or employer’s entire inventory or fleet of suspended work platforms	Group 1: number of representative samples of the type of structural component to be tested	Group 2: number of representative samples of the type of structural component to be tested
1.	2-15	2	2
2.	16-50	3	5
3.	51-150	5	8
4.	151-500	8	13
5.	500 or greater	13	20

(4) If any defect is found as a result of the testing conducted under subsection (3), an engineer shall review the interpretation of the test results to determine,

(a) whether the defect affects the structural integrity of the structural component; and

(b) if the defect does affect the structural integrity of the structural component, whether the defective component is to be rejected from further use permanently or pending its repair.

(5) The engineer shall prepare a written report of the review and determination made under subsection (4).

(6) If a defective structural component is rejected from further use, either permanently or pending repair, a representative sample that is composed of four times the number of each type of structural component that composed the original representative sample under subsection (3) shall be subjected to testing described in paragraph 3 of subsection (3).

(7) If any defect is found as a result of the testing conducted under subsection (6), subsections (4) to (6) apply, with necessary modifications.

(8) All other parts of a suspended work platform not listed in subsection (2) shall be inspected for damage at least once within the 12-month period preceding its use on a project and at least once annually while in use on a project.

[O. Reg. 242/16, s. 11; 142/17, s. 17; 375/22, s. 5]

Section 142.3

142.3 (1) Before erecting or dismantling a multi-point suspended work platform, the constructor shall give notice, in person, by telephone, by fax or by electronic means, to the Ministry office located nearest the project.

(2) A multi-point suspended work platform shall be inspected by an engineer to determine whether it complies with the design drawings, or the design drawings subject to any deviations approved under subsection 142.2 (17), as the case may be,

(a) after it is erected but before it is first used; and

(b) if the multi-point suspended work platform is moved to another anchorage position, before it is used there.

(3) The inspection under subsection (2) shall include a determination of whether all components are in adequate condition.

(4) The engineer who conducts the inspection under subsection (2) shall prepare a written report of the inspection.

(5) The written report is a positive report if it indicates that,

(a) the multi-point suspended work platform complies with the design drawings, or the design drawings subject to any deviations approved under subsection 142.2 (17), as the case may be; and

(b) all components are in adequate condition.

(6) Subsections (1), (2), (3), (4) and (5) do not apply to a multi-point suspended work platform whose platform area is six square metres or less.

(7) A competent worker shall inspect a multi-point suspended work platform each day before it is used.

[O. Reg. 85/04, s. 15; 242/16, ss. 1, 13; 375/22, s. 5]

Section 142.6

142.6 (1) A multi-point suspended work platform shall not be loaded in excess of the specified loads indicated on the design drawings for the multi-point suspended work platform.

(2) Signs indicating the specified live loads shall be posted in conspicuous places on the multi-point suspended work platform.

[O. Reg. 85/04, s. 15; 242/16, ss. 1, 13]

Section 142.8

142.8 (1) The constructor of a project where a multi-point suspended work platform is used shall keep a written record of all inspections, tests, repairs, modifications and maintenance performed on the multi-point suspended work platform and make copies of the record available to an inspector upon request.

(2) The record referred to in subsection (1) shall,

(a) be kept up to date;

(b) include the signature, name and business address of each person who performs an inspection, test, repair, modification or maintenance; and

[O. Reg. 85/04, s. 15; 242/16, s. 1, 13]

Scaffolds - Inspection

Construction Projects

Part I GENERAL

Section 14

Part II GENERAL CONSTRUCTION

Section 126

Section 128

Section 130

Section 132

Section 134

Section 137

Section 139

Section 139.1

Section 142.3

Section 142.6

Section 142.8

CCOHS Resources

IHSA Resources

Scaffolds - Inspection

Summary

Legislation

Construction Projects

Part I GENERAL

Section 14

Part II GENERAL CONSTRUCTION

Section 126

Section 128

Section 130

Section 132

Section 134

Section 137

Section 139

Section 139.1

Section 142.3

Section 142.6

Section 142.8

Resources

CCOHS Resources

IHSA Resources