The Crown 43 brand has had proven success for over 20 years. Our proprietary high resin MDO produces a uniform matte finish concrete and provides the level of quality expected from our Crown brand of Concrete Form panels.
Features & Benefits
17.5 mm Crown 43 is a Douglas fir panel that meets or exceeds CSA O121 for MDO Concrete Form. The high resin content MDO is applied in a one-step process. All adhesives are fully waterproof phenolic resins that meet CSA exterior glue bond standards.
Available in 1220 mm x 2440 mm and 610 mm x 2440 mm in 17.5 mm thickness.
CSA Certified Panel
All of our products are built to meet CSA O121 for Douglas Fir Plywood and undergo rigorous inspection and testing by our Quality Control team.Matte MDO Paper
Crown 43 panels come engineered with a matte MDO, ensuring a more durable working face than non-overlaid concrete form panels.Douglas Fir Construction
We use Douglas Fir for our Crown 43 panels which is a strong, Group-1 wood species, engineered to give you strength where you really need it.
Two Piece Inner Plies
Our two piece, Douglas fir inner ply construction method is engineered to provide a more solid panel that can better stand up to job site wear and tear.Multi-Layer Edge Protection
For additional protection against moisture, all Crown 43 panels are edge puttied, then coated with a light blue, aluminized, resin-rich alkyd edge seal.Factory-Applied Release Agent
Crown 43 panels come factory coated with Nox-Crete Form Coating, a high quality, water-based, chemically active release agent.
Load-Span Tables
Allowable pressure (kN/m2) for the indicated deflection limits – 17.5 mm thickness – Wet Conditions
Support Span (center to center) |
L/270 (kN/m2) |
L/360 (kN/m2) |
---|---|---|
203 mm | 96 | 96 |
305 mm | 58 | 53 |
406 mm | 33 | 25 |
488 mm | 20 | 15 |
610 mm | 11 | 8 |
8′ Perpendicular to supports |
Support Span (center to center) |
L/270 (kN/m2) |
L/360 (kN/m2) |
---|---|---|
203 mm | 45 | 45 |
305 mm | 28 | 22 |
406 mm | 12 | 9 |
488 mm | 9 | 7 |
610 mm | – | – |
8′ Parallel to supports |
Note: Applicable for plywood across two or more spans, and on supports at least 1.5″ wide
Load Tables developed by APA: The Engineered Wood Association
Features & Benefits
17.5 mm Crown 43 is a Douglas fir panel that meets or exceeds CSA O121 for MDO Concrete Form. The high resin content MDO is applied in a one-step process. All adhesives are fully waterproof phenolic resins that meet CSA exterior glue bond standards.
Available in 1220 mm x 2440 mm and 610 mm x 2440 mm in 17.5 mm thickness.
CSA Certified Panel
All of our products are built to meet CSA O121 for Douglas Fir Plywood and undergo rigorous inspection and testing by our Quality Control team.Matte MDO Paper
Crown 43 panels come engineered with a matte MDO, ensuring a more durable working face than non-overlaid concrete form panels.Douglas Fir Construction
We use Douglas Fir for our Crown 43 panels which is a strong, Group-1 wood species, engineered to give you strength where you really need it.
Two Piece Inner Plies
Our two piece, Douglas fir inner ply construction method is engineered to provide a more solid panel that can better stand up to job site wear and tear.Multi-Layer Edge Protection
For additional protection against moisture, all Crown 43 panels are edge puttied, then coated with a light blue, aluminized, resin-rich alkyd edge seal.Factory-Applied Release Agent
Crown 43 panels come factory coated with Nox-Crete Form Coating, a high quality, water-based, chemically active release agent.
Load-Span Tables
Allowable pressure (kN/m2) for the indicated deflection limits – 17.5 mm thickness – Wet Conditions
Support Span (center to center) |
L/270 (kN/m2) |
L/360 (kN/m2) |
---|---|---|
203 mm | 96 | 96 |
305 mm | 58 | 53 |
406 mm | 33 | 25 |
488 mm | 20 | 15 |
610 mm | 11 | 8 |
8′ Perpendicular to supports |
Support Span (center to center) |
L/270 (kN/m2) |
L/360 (kN/m2) |
---|---|---|
203 mm | 45 | 45 |
305 mm | 28 | 22 |
406 mm | 12 | 9 |
488 mm | 9 | 7 |
610 mm | – | – |
8′ Parallel to supports |
Note: Applicable for plywood across two or more spans, and on supports at least 1.5″ wide
Load Tables developed by APA: The Engineered Wood Association
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