Scaffolding eTool
Supported Scaffolds » Pole or Wood Pole
Pole scaffolds are a type of supported scaffold in which every structural component, from uprights to braces to platforms, is made of wood. OSHA has standards for two kinds: single-pole, which are supported on their interior side by a structure or wall, and double-pole, which are supported by double uprights independent of any structure.
Because they have to be built from scratch and cannot easily be reused, pole scaffolds are considered old-fashioned and are rarely used today.
NOTE: The requirements on this page are specific to pole scaffolds only. For requirements that apply to all types of supported scaffolds, please refer to the Frame or Fabricated module.
- When platforms are moved to the next level, the existing platform must be left undisturbed until the new bearers have been set in place and braced. [29 CFR 1926.452(a)(1)]
- Where wooden poles are spliced, the following regulations apply:
- The ends must be squared.
- The upper section must rest squarely on the lower section.
- Wood splice plates or scab plates must be provided on at least two adjacent sides, and must:
- Extend at least 2 feet on either side of the splice.
- Overlap the abutted ends equally.
- Have at least the same cross-sectional areas as the pole.
- Splice plates made of materials other than wood may be used, as long as they are of equivalent strength. [29 CFR 1926.452(a)(9)]
- Pole scaffolds over 60 feet in height must [29 CFR 1926.452(a)(10)]:
- Be designed by a registered professional engineer.
- Be constructed and loaded in accordance with that design.
NOTE: Non-mandatory Appendix A to this subpart contains examples of criteria that will enable an employer to comply with design and loading requirements for pole scaffolds under 60 feet in height.
- Crossbracing must be installed between the inner and outer sets of poles on double pole scaffolds. [29 CFR 1926.452(a)(2)]
- Diagonal bracing must be installed in both directions across:
- The entire outside face of double- and single-pole scaffolds. [29 CFR 1926.452(a)(4)]
- The entire inside face of double-pole scaffolds used to support loads of 50 lbs. or more per square foot. [29 CFR 1926.452(a)(3)]
- Runners and bearers must be installed on edge. [29 CFR 1926.452(a)(5)]
- Bearers must extend a minimum of 3 inches over the outside edge of runners. [29 CFR 1926.452(a)(6)]
- Runners must [29 CFR 1926.452(a)(7)]:
- Extend over two poles at minimum.
- Be supported by bearing blocks securely attached to the poles.
- Braces, bearers, and runners must not be spliced between poles. [29 CFR 1926.452(a)(8)]
The following tables are best viewed on a tablet or pc.
Light Duty up to 20 feet High |
Light Duty up to 60 feet High |
Medium Duty up to 60 feet High |
Heavy Duty up to 60 feet High |
|
---|---|---|---|---|
Maximum Intended Load |
25 pounds/foot2 |
25 pounds/foot2 |
50 pounds/foot2 |
75 pounds/foot2 |
Poles or uprights |
2 x 4 inches |
4 x 4 inches |
4 x 4 inches |
4 x 6 inches |
Maximum pole spacing (longitudinal) |
6 feet |
10 feet |
8 feet |
6 feet |
Maximum pole spacing (transverse) |
5 feet |
5 feet |
5 feet |
5 feet |
Runners |
1 x 4 inches |
1¼ x 9 inches |
2 x 10 inches |
2 x 10 inches |
Bearers and maximum spacing of bearers |
||||
3 feet |
2 x 4 inches |
2 x 4 inches |
2 x 10 inches |
2 x 10 inches |
5 feet |
2 x 6 inches |
2 x 6 inches |
2 x 10 inches |
2 x 10 inches |
6 feet |
- |
- |
2 x 10 inches |
2 x 10 inches |
8 feet |
- |
- |
2 x 10 inches |
- |
Planking |
1¼ x 9 inches |
2 x 10 inches |
2 x 10 inches |
2 x 10 inches |
Maximum vertical spacing of horizontal members |
7 feet |
9 feet |
7 feet |
6 feet 6 inches |
Bracing (horizontal) |
1 x 4 inches |
1 x 4 inches |
1 x 6 inches |
2 x 4 inches |
Bracing (diagonal) |
1 x 4 inches |
1 x 4 inches |
1 x 4 inches |
2 x 4 inches |
Tie-ins |
1 x 4 inches |
1 x 4 inches |
1 x 4 inches |
1 x 4 inches |
Light Duty up to 20 feet High |
Light Duty up to 60 feet High |
Medium Duty up to 60 feet High |
Heavy Duty up to 60 feet High |
|
---|---|---|---|---|
Maximum Intended Load |
25 pounds/foot2 |
25 pounds/foot2 |
50 pounds/foot2 |
75 pounds/foot2 |
Poles or uprights |
2 x 4 inches |
4 x 4 inches |
4 x 4 inches |
4 x 4 inches |
Maximum pole spacing (longitudinal) |
6 feet |
10 feet |
8 feet |
6 feet |
Maximum pole spacing (transverse) |
5 feet |
5 feet |
5 feet |
5 feet |
Runners |
1¼ x 4 inches |
1¼ x 9 inches |
2 x 10 inches |
2 x 10 inches |
Bearers and maximum spacing of bearers |
||||
3 feet |
2 x 4 inches |
2 x 4 inches |
2 x 10 inches |
2 x 10 inches (rough) |
6 feet |
2 x 6 inches |
2 x 10 inches |
2 x 10 inches |
2 x 10 inches (rough) |
8 feet |
2 x 6 inches |
2 x 10 inches |
2 x 10 inches |
- |
10 feet |
2 x 6 inches |
2 x 10 inches |
- |
- |
Planking |
1¼ x 9 inches |
2 x 10 inches |
2 x 10 inches |
2 x 10 inches |
Maximum vertical spacing of horizontal members |
7 feet |
7 feet |
6 feet |
6 feet |
Bracing (horizontal) |
1 x 4 inches |
1 x 4 inches |
1 x 6 inches |
2 x 4 inches |
Bracing (diagonal) |
1 x 4 inches |
1 x 4 inches |
1 x 4 inches |
2 x 4 inches |
Tie-ins |
1 x 4 inches |
1 x 4 inches |
1 x 4 inches |
1 x 4 inches |