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STANDARDS
 MEETS OSHA 1926.451
MEETS ANSI A10.8-2001
MEETS CAN/CSA - S269.2 M87
MEETS FSC
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Download the product file (PDF)
Canadian version
Usa version
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LeeLite™ engineered scaffolding planks are assembled by finger jointing and edge gluing small dimension lumber with all weather adhesives to ensure maximum strength, stability and water resistance
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| MECHANICAL PROPERTIES |
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LeeLiteTM engineered scaffolding planks ensure maximum strength and stability. |
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LeeLiteTM planks' ends are sealed in order to diminish their water absorption. |
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Clipped corners cut at 45° to allow a better durability avoiding ends' burst upon impacts. |
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The scaffolding planks are assembled by finger jointing and edge-gluing small dimension lumber with all-weather adhesives. |
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Third-party certified and monitored by  |
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| MODEL |
DESCRIPTION |
STANDARD COMPLIANT |
DIMENSION |
LBS |
| L-ML1.60x9.25x96 |
LeeLite Plank 8' |
ANSI - OSHA |
1,60" x 9,25" x 8' |
26,3 |
| L-ML1.60x9.25x120 |
LeeLite Plank 10' |
ANSI - OSHA |
1.60" x 9.25" x 10' |
32,9 |
| L-ML1.60x9.25x192 |
LeeLite Plank 16' |
ANSI-OSHA |
1.60" x 9.25" x 16' |
52,6 |
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| L-ML115/16x9.5x96 |
LeeLite Plank 8' |
CSA-ANSI-OSHA |
2" x 9.25" x 8' |
31,9 |
| L-ML115/16x9.5x120 |
LeeLite Plank 10' |
CSA-ANSI-OSHA |
2" x 9.25" x 10' |
39,8 |
| L-ML115/16x9.5x144 |
LeeLite Plank 12' |
CSA-ANSI-OSHA |
2" x 9.25" x 12' |
47,8 |
| L-ML115/16x9.5x192 |
LeeLite Plank 16' |
CSA-ANSI-OSHA |
2" x 9.25" x 16' |
63,7 |
| CANADIAN MAXIMUM SPAN DATA |
| Load conditions |
1.6" X 9.25" |
2" X 9.25" |
| 50 psf |
8' - 0" |
11' - 0" |
| 70 psf |
7' - 0" |
9' - 0" |
| 500 lbs |
4' - 0" |
6' - 0" |
Light
*250 plf + 25 psf
Linear foot of width of plank
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7' - 0" |
10' - 0" |
Heavy
*265 plf + 75 psf
Linear foot of width of plank
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5' - 0" |
7' - 0" |
| *Plank linear foot loads are applied across the plank direction at centerline. |
| Remarques |
Table data applies to single span use under "dry" conditions (moisture content less than 19%) for untreated planks with no preservatives or fire retardants added.
For wet-use service (moisture content between 19% and 30%)
refer to National regulations.
Load capacity is not limited by maximum horizontal shear at end supports.
Canadian maximum spans were determined according to the maximum load, such as defined, and are based on CSA S269.2-M87, ANSI A10.8-2001 and OSHA 1926.451 criteria for stress and stiffness.
Spans are the distance between the center to center of scaffold supports.
Deflection is limited to L/80.
The prescribed values are valid in terms of appropriate use.
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