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US Voluntary Product Standard PS 2-10  – the Performance Standard for Wood-Based Structural Panels

PS2-10 Performance Standard for Wood-Based Structural-Use PanelsPS 2-10 is a performance-based standard which defines the end use application of a wood-based panel, such as plywood, OSB or composite panels. It defines the requirements for the use of wood-based panels as structural components which are recognised throughout North America.

PS 2-10_APA Guide with Typical APA Trademarks

The APA edition of the updated structural-standard with typical APA trademarks provides information on performance requirements, adhesive bond performance, panel construction and workmanship, dimensions and tolerances, marking, and moisture content of structural-use panels. Revised June 2011.

The standard establishes structural criteria for assessing the acceptability of plywood, OSB and composite panels for load bearing sheathing applications in construction such as floors, walls and roofs.  It covers performance requirements, adhesive bond requirements, panel construction and workmanship, dimensions and tolerances, marking and moisture content.  It also includes test methods to determine compliance.

Official definitions

  • Plywood – a conventional all veneer panel with alternate layers of veneer running perpendicular to one another.  For veneer panels, a layer is a single veneer ply, or two or more adjacent plies, with the grain direction parallel
  • OSB: oriented strand board is a type of mat-formed panel with oriented layers resulting in directional properties
  • Composite – referring to any panel containing a combination of veneer and other wood-based material
  • Mat-formed panel – any wood-based panel which does not contain veneer, consistent with the definition of structural-use panels.

 Requirements

The standard defines the terms associated with wood structural panel manufacturing to provide a common language across the industry.   All the panels conforming to this standard must meet or exceed the following requirements:

General requirements: Dimensional tolerances and squareness of the panels, including their performance category and thickness tolerance.  The veneer used must be in accordance with the veneer grades and workmanship given in PS 1-09 for plywood.

 Performance requirements: Panels have to pass performance criteria covering three areas  – structural performance, physical properties and adhesive bond performance.

  •  Structural performance deals with concentrated and uniform loads, wall racking and fastener holding.
  • Physical properties cover dimensional stability, bond performance.  Plywood can have a bond classification of either Exterior or Exposure 1, while OSB, composite and mat-formed panels can only have an Exposure 1 classification.

Moisture content: Panels must have a moisture content of less than 16% at the time of shipment and at the time of testing.

 Qualification Testing and Mill Specification: Providing test specimen requirements, conformance criteria, and mill specifications.

Qualification Testing: These tests cover structural, physical product properties and adhesive performance within the above ‘Performance Requirements’.  Each has its own series of tests for:

Structural use:

  • Uniform load
  • Concentrated load (static & impact)
  • Nail holding
  • Racking shear

Product properties:

  • Dimensional stability
  • Bond performance

Mill Specification: A propriety mill specification is written. once a panel type has passed the qualification testing process, This mill specification is unique to the particular panel type and for that specific mill and must be used for on-going quality assurance procedures. This specification covers:

Mechanical properties:

  • Large panel bending stiffness and strength tests
  • Small specimen bending stiffness and strength tests

Physical properties:

  • Panel grade
  • Panel thickness – see Appendix D
  • Moisture content
  • Linear expansion

Adhesive bond properties:

  • Plywood
  • OSB
  • Composite and mat-formed panels

Test Methods:  An outline of the exact test methodology to be followed to determine compliance with the standard.  It gives the equipment, specimen preparation and procedure for each specific test as follows:

  • Concentrated static and impact load
  • Uniform load
  • Wall racking load
  • Fastener holding resistance
  • Large panel bending
  • Small static bending for OSB and composite and mat-formed panels
  • Linear expansion measured from oven dry or 50% relative humidity to vacuum pressure soak
  • Linear expansion and thickness swell measured after wetting one side
  • Linear and thickness expansion measured by exposure to relative humidity
  • Determination of panel moisture content
  • Determination of panel thickness
  • Probe test for delamination
  • Adhesive mould test
  • Adhesive bacteria test
  • Moisture cycle test for bond performance
  • Moisture cycle test for delamination and strength retention
  • Bond performance for plywood with knots and knot holes
  • Radial probe test
  • Dead weight stiffness (EI)

Trademarking and Certification: Panels conforming to PS 2-10 are obliged to carry the stamp of a qualified inspection and testing agency.  This also includes the panel’s grade name in line with its end use application as well as the manufactured nominal thickness; its ‘Performance Category’; span rating; bond classification and the symbol PS 2-10.

For mat-formed panels with orientated strands, these must also carry marks indicating the panel’s strength axis.

APA is the voluntary product standard sponsor and organized the PS 2 Standing Committee that developed the revisions.

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All Questions OSBPlywood

What is a ‘life cycle stage’ and how do these link to the environmental assessment of whole buildings?

How do core category rules link with environmental product declarations?

Whose responsibility is it to check that wood products being imported into the EU do not originate from illegally sourced timber supplies?

Does the EUTR require mills to provide any extra documentation for customs entry into the European Union?

Must all plywood and OSB panels carry a CE marking?

What is the definition of a construction product under the CPR?

What is a Declaration of Performance referred to under the Construction Products Regulation?

What is the difference between Structural 1 and Exposure 1?

Does structural panel siding have shear values?

What are mould and mildew, and do they compromise the integrity of engineered wood?

The CE-mark on an APA plywood panel means it conforms to European Standards – but which ones?

I want to use a Rated Sheathing panel for flooring/ roofing application, what info do I need to know?

Plywood: Span rating
OSB: Span rating

What extra strength benefits do Structural 1 OSB panels provide over standard Rated Sheathing panels?

Do APA panels give off formaldehyde?

Plywood: Formaldehyde
OSB: Formaldehyde

What is the difference between a touch-sanded panel and sanded panel?

I’d like to know how APA veneer grades match those given in the European standards

How do I correctly gauge the face appearance a plywood Siding panel?

I want to specify an APA panel for concrete formwork – what do I need to know?

Are APA panels tongue and grooved on all four edges?

I am not familiar with the term ‘Sized for Spacing’ – what is its significance?

How are Performance Category and thickness related?

I’d like to know more about a panel’s Span Rating and how it links to thickness.

Plywood: Span rating
OSB: Span rating

What is Span Rating on the APA trademark and why is it important?

Plywood: Span rating
OSB: Span rating

What is the difference between Exposure 1 and Exterior plywood panels? What are their appropriate uses?

What are the main OSB panels likely to be available in Europe?

What are the main plywood panels likely to be available in Europe?

What are the main European standards that I would need to be aware of for OSB panels?

The main standards are: EN 13986 and EN 300

What are the main European standards that I would need to be aware of for plywood panels?

The main standards are: EN 13986, EN 636, EN 314, EN 635-3