| CDX designation | “C” and “D” describe the face- and back-veneer grades in common North American plywood terminology. “Exposure 1” panels use adhesive intended to withstand limited construction exposure to moisture; it does not mean the panel is waterproof or suitable for permanent outdoor exposure. | Request the exact panel grade, applicable product standard, and written confirmation of the intended exposure classification. Do not assume that a product called “CDX” automatically meets a particular structural code. |
| Roof sheathing | Structural plywood can be used as roof sheathing when its rated span, thickness, panel orientation, support spacing, and fastening meet the project design and local building requirements. | Check span-rating or structural test documentation, thickness and dimensional tolerances, edge condition, and recommended fastening schedule. Confirm suitability for the roof design with the project specification. |
| Wall sheathing | Plywood sheathing may contribute to wall bracing when the panel, fastening pattern, framing, and building design are specified for that purpose. | Verify structural ratings and panel marking, and confirm that the proposed panel and fastening details comply with the applicable building code and engineered design. |
| Subflooring | Plywood may be specified for subfloors when panel thickness, support spacing, edge support, and installation details are appropriate for the intended floor system. | Ask for panel grade, thickness, span suitability, tongue-and-groove or square-edge details, and installation recommendations. Confirm compatibility with the flooring system. |
| Panel size and thickness | A commonly requested North American panel size is 4 × 8 ft (approximately 1219 × 2438 mm). Thicknesses and tolerances vary by product, standard, and order; this size is not universal. | Specify nominal and required actual dimensions, thickness tolerance, length and width tolerance, squareness, and any special cut-size requirements in the purchase order. |
| Structural performance | Panel strength and stiffness depend on the product construction, veneer quality, thickness, panel grade, and applicable test or design standard. A face-grade description alone does not establish structural capacity. | Request current test reports or recognized certification documents that identify the exact product, standard, grade, and performance values. Check that documents match the supplied panel. |
| Bonding and moisture exposure | Exposure classifications describe adhesive-bond performance under defined conditions; they do not make plywood immune to water damage, swelling, or prolonged weather exposure. | Confirm bond classification and intended service conditions. Ask how panels should be stored and protected on site, and specify an exterior-rated product if the design requires permanent weather exposure. |
| Applicable standards and market access | Requirements differ by destination and end use. North American structural plywood specifications and European construction-product requirements are not interchangeable without checking the relevant product documentation. | State the destination market and required standard before ordering. Verify certification scope, traceability, test-document validity, and any project-specific code or regulatory requirements. |
| Quality control and consistency | Consistency in dimensions, bonding, veneer condition, and panel appearance should be assessed against the agreed product specification and inspection criteria. | Request a written quality-control plan, batch identification, pre-shipment inspection options, and a process for handling nonconforming panels. Agree on sampling and acceptance criteria before production. |
| Sourcing and delivery | Lead time, minimum order quantity, packing, container loading, and shipping arrangements depend on order specifications and supplier capacity. | Obtain a written quotation covering product specification, quantity, production lead time, packaging, delivery terms, inspection arrangements, and required export documents. |