Structural

Plywood

voluntary product standard ps 1-07

National Institute of Standards and Technology

Technology Administration, U.S. Department of Commerce
Voluntary Product Standard PS 1-07 

Structural Plywood 

May 2007 

U.S. Department of Commerce 

Carlos M. Gutierrez, Secretary

Technology Administration 

Robert Cresanti, Under Secretary of Commerce for Technology 

National Institute of Standards and Technology 

William Jeffrey, Director
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DEPARTMENT OF COMMERCE (DOC) VOLUNTARY PRODUCT STANDARDS 

DOC Voluntary Product Standards are developed under procedures published by the 

Department of Commerce in Title 15 Code of Federal Regulations Part 10, Procedures 

for the Development of Voluntary Product Standards. The purpose of these standards is 

to establish nationally recognized requirements for products and to provide all concerned 

interests with a basis for common understanding of the characteristics of the products. 

The National Institute of Standards and Technology (NIST) administers the Voluntary 

Product Standards program on a reimbursable basis. 

ROLE OF NIST 

The role of NIST in the establishment of a DOC Voluntary Product Standard is to act as 

an unbiased coordinator in the development of the standard, provide editorial assistance 

in the preparation of the standard, supply such assistance and review as is required to 

assure the technical soundness of the standard, and seek satisfactory adjustment of 

valid points of disagreement. NIST also determines compliance with the criteria of the 

Department’s procedures and publishes the standard as a public document. 

Producers, distributors, users, consumers, and other interested groups contribute to the 

establishment of Voluntary Product Standards. These groups initiate and participate in 

the development of the standards, provide technical or other counsel as appropriate, 

promote the use of and support for the standards, and assist in keeping them current 

with respect to advancing technology and marketing practices. 

USE OF VOLUNTARY PRODUCT STANDARDS 

The use of DOC Voluntary Product Standards is voluntary. NIST has no regulatory 

power in the enforcement of their provisions; however, since the standards represent a 

consensus of all interested groups, their provisions are likely to become established as 

trade customs. In addition, when a DOC Voluntary Product Standard is made part of a 

legal document, such as a sales contract or code, compliance with the standard is 

enforceable. 

The benefits derived from a DOC Voluntary Product Standard are in direct proportion to 

their general recognition and actual use. Producers and distributors whose products 

meet the requirements of a DOC Voluntary Product Standard may refer to the standard 

in advertising and on labels to promote greater public understanding for confidence in 

their products. At times, purchasers may order products conforming to the requirements 

of a DOC Voluntary Product Standard. 

For copies of DOC Voluntary Product Standards or more information concerning the 

development and use of these standards, contact the Standards Services Division, 

National Institute of Standards and Technology, 100 Bureau Drive, MS 2150, 

Gaithersburg, MD 20899-2150; http://ts.nist.gov/docvps.

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ABSTRACT

This Standard establishes requirements, for those who choose to adhere to the standard, 

for the principal types and grades of structural plywood and provide a basis for common 

understanding among producers, distributors, and users of the product. This standard 

covers the wood species, veneer grading, adhesive bonds, panel construction and 

workmanship, dimensions and tolerances, marking, moisture content and packaging of 

structural plywood intended for construction and industrial uses. 

Included in this standard are test methods to determine compliance and a glossary of 

trade terms and definitions. A quality certification program is provided whereby qualified 

testing agencies inspect, sample, and test products identified as complying with this 

standard. Information on species grouping is provided in Appendix A; information on 

reinspecting practices is provided in Appendix B; and information on the maintenance, 

history, and current edition of the standard is provided in Appendix C. 

The Standard, a revision of Voluntary Product Standard PS 1-95, Construction and 

Industrial Plywood, was developed by the Standing Committee for Voluntary Product 

Standard PS1 in accordance with procedures of the U.S. Department of Commerce. 

 

KEYWORDS 

Certification, inspection, and grademarking of plywood, plywood classification, plywood 

product standard, plywood veneer, structural plywood, terminology. 

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TABLE OF CONTENTS

1 SCOPE.....................................................................................................................................1

2 TERMINOLOGY ......................................................................................................................1

2.1 Back ................................................................................................................................1

2.2 Bond classifications.........................................................................................................1

2.3 Borer holes ......................................................................................................................1

2.4 Broken grain....................................................................................................................2

2.5 Butt joint ..........................................................................................................................2

2.6 Centers............................................................................................................................2

2.7 Center gap.......................................................................................................................2

2.8 Characteristics, growth....................................................................................................2

2.9 Characteristics, open ......................................................................................................2

2.10 Check ..............................................................................................................................2

2.11 Class I, II .........................................................................................................................2

2.12 Construction (panel construction) ...................................................................................2

2.13 Core.................................................................................................................................2

2.14 Critical Section ................................................................................................................2

2.15 Crossband.......................................................................................................................2

2.16 Crossband gap and center gap.......................................................................................2

2.17 Delamination ...................................................................................................................2

2.17.1 Knotholes, pitch pockets, splits and gaps ..............................................................3

2.17.2 Exposure 1 .............................................................................................................3

2.17.3 Exterior ...................................................................................................................3

2.18 Edge splits.......................................................................................................................3

2.19 Exposure 1 bond classification........................................................................................3

2.20 Exterior bond classification .............................................................................................3

2.21 Face ................................................................................................................................3

2.22 Finger joint.......................................................................................................................3

2.23 Group ..............................................................................................................................3

2.24 Heartwood.......................................................................................................................3

2.25 Inner plies........................................................................................................................4

2.26 Jointed inner plies ...........................................................................................................4

2.27 Knot .................................................................................................................................4

2.28 Knotholes ........................................................................................................................4

2.29 Lap ..................................................................................................................................4 

2.30 Layer ...............................................................................................................................4

2.31 Lot ...................................................................................................................................4

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2.32 Major panel axis ..............................................................................................................4

2.33 Mill specification ..............................................................................................................4

2.34 Moisture content..............................................................................................................4

2.35 Moisture resistant adhesive ............................................................................................4

2.36 Panel thickness ...............................................................................................................4

2.37 Patches ...........................................................................................................................5

2.38 Performance testing ........................................................................................................5

2.39 Pitch pocket.....................................................................................................................5

2.40 Pitch streak......................................................................................................................5

2.41 Plugs ...............................................................................................................................5

2.42 Plugged inner plies (also referred to as solid inner plies.)..............................................5

2.43 Ply ...................................................................................................................................5

2.44 Plywood...........................................................................................................................5

2.45 Plywood classification .....................................................................................................5

2.46 Prescriptive specification.................................................................................................5

2.47 Reference value ..............................................................................................................5

2.48 Repair..............................................................................................................................5

2.49 Rough grain.....................................................................................................................6

2.50 Sapwood .........................................................................................................................6

2.51 Scarfed joint ....................................................................................................................6

2.52 Shim ................................................................................................................................6

2.53 Shop-cutting panel ..........................................................................................................6

2.54 Span rating......................................................................................................................6

2.55 Split .................................................................................................................................6

2.56 Streaks ............................................................................................................................6

2.57 Sub-face (sub-back)........................................................................................................6

2.58 Touch-sanding.................................................................................................................6

2.59 Veneer.............................................................................................................................6

2.60 Wane ...............................................................................................................................6

2.61 White pocket....................................................................................................................7

2.61.1 Light white pocket...................................................................................................7

2.61.2 Heavy white pocket ................................................................................................7

2.62 Wood failure (percent).....................................................................................................7

3 REFERENCE PUBLICATIONS ..............................................................................................7

4 PLYWOOD CLASSIFICATION ...............................................................................................7

4.1 General............................................................................................................................7

4.2 Bond classification...........................................................................................................8

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4.2.1 Exposure 1 plywood....................................................................................................8

4.2.2 Exterior plywood .........................................................................................................8

4.3 Grade ..............................................................................................................................8

5 REQUIREMENTS....................................................................................................................8

5.1 General............................................................................................................................8

5.2 Wood species..................................................................................................................8

5.2.1 Species groups ...........................................................................................................8

5.2.2 Species for faces and backs.......................................................................................9

5.2.3 Species for inner plies.................................................................................................9

5.2.4 Species classified by testing.....................................................................................10

5.3 Synthetic repairs............................................................................................................10

5.3.1 Synthetic fillers..........................................................................................................10

5.3.2 Synthetic shims, patches, and plugs ........................................................................10

5.4 Grade description of veneers ........................................................................................10

5.4.1 Grade N veneer (intended for natural finish) ............................................................10

5.4.2 Grade A veneer (suitable for painting)......................................................................11

5.4.3 Grade B veneer.........................................................................................................11

5.4.4 Grade C veneer ........................................................................................................12

5.4.5 Grade C plugged veneer ..........................................................................................14

5.4.6 Grade D veneer ........................................................................................................14

5.5 Veneers and layers .......................................................................................................16

5.5.1 Veneer thickness ......................................................................................................16

5.5.2 Parallel laminated layers...........................................................................................16

5.5.3 Scarfed veneers........................................................................................................17

5.6 Panel grades .................................................................................................................17

5.6.1 Marine .......................................................................................................................18

5.6.2 Decorative panels .....................................................................................................18

5.6.3 Underlayment............................................................................................................18

5.6.4 Concrete form panels................................................................................................19

5.6.5 Structural I panels .....................................................................................................19

5.6.6 Special Exterior.........................................................................................................20

5.6.7 Overlays....................................................................................................................20

5.7 Adhesive bond requirements for a panel or a lot ..........................................................21

5.7.1 Exposure 1................................................................................................................21

5.7.2 Exterior......................................................................................................................22

5.8 Panel constructions and workmanship .........................................................................23

5.8.1 Crossband gaps and center gaps.............................................................................24

5.8.2 Veneer requirements ................................................................................................25

5.8.3 Sanded panels ..........................................................................................................25

5.8.4 Unsanded and touch-sanded panels........................................................................26

5.8.5 Span ratings for unsanded and touch-sanded panels..............................................27

5.8.6 Performance testing qualification requirements for span-rated panels ....................28

5.8.7 Performance testing qualification requirements for other than span-rated panels...32

5.9 Scarf and finger jointed panels......................................................................................34

5.9.1 Strength requirements for scarf and finger jointed panels........................................35

5.9.2 Scarf joint bond performance for Exposure 1 and Exterior plywood ........................36

5.9.3 Finger joint bond performance for Exposure 1 and Exterior plywood ......................36

5.10 Dimensional tolerances and squareness of panels ......................................................36

5.10.1 Size tolerances .....................................................................................................36

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5.10.2 Thickness tolerances............................................................................................36

5.10.3 Squareness and straightness...............................................................................36

5.11 Moisture content............................................................................................................36

5.12 Loading or packing........................................................................................................37

6 SPECIMEN PREPARATION AND TESTING .......................................................................37

6.1 Bond classification.........................................................................................................37

6.1.1 General .....................................................................................................................37

6.1.2 Specimen preparation (see appendix B for sampling for reinspection)....................37

6.1.3 Tests for Exposure 1 and Exterior plywood..............................................................37

6.1.4 Test for determination of moisture content (oven-drying method)............................39

6.1.5 Scarf and finger-joint tests ........................................................................................39

6.2 Structural performance..................................................................................................41

6.2.1 Tests for performance under concentrated static and impact loads.........................41

6.2.2 Test for performance under uniform loads................................................................42

6.2.3 Test for panel bending ..............................................................................................44

6.2.4 Test for planar shear strength...................................................................................44

6.2.5 Test for shear-through-the-thickness strength..........................................................44

7 GRADEMARKING AND CERTIFICATION...........................................................................45

7.1 Certification ...................................................................................................................45

7.2 Qualified inspection and testing agency .......................................................................45

7.3 Panel marking ...............................................................................................................45

7.4 Voiding marks................................................................................................................46

8 EFFECTIVE DATE ................................................................................................................46

9 STANDING COMMITTEE......................................................................................................46

APPENDIX

A1: General ........................................................................................................................47 

A2: Grouping in Practice ....................................................................................................47 

A3: Species Grouping ........................................................................................................47 

A3.1: Assignment of Species Groups ...................................................................................47 

B1: General ........................................................................................................................49 

B2: Request for reinspection..............................................................................................49 

B3: Responsibility of the buyer ..........................................................................................49 

B4: Responsibility of the seller...........................................................................................49 

B5: Responsibility of the qualified inspection agency conducting the 

 reinspection .................................................................................................................49 

B6: Cost and assistance ....................................................................................................49 

B7: Reinspection procedures and settlement ....................................................................49 

B7.1: Condition of plywood ...................................................................................................49

B7.2: Sampling for panel grade, size, and thickness reinspections .....................................50 

B7.3: Plywood panel grade, size, and thickness reinspections ............................................50 

B7.4: Sampling for adhesive bond quality reinspections ......................................................50 

B7.5 Plywood adhesive bond quality reinspections.............................................................50 

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C1: Current edition .............................................................................................................51 

C1.1: Name change ..............................................................................................................51 

C1.2: Interior and intermediate bond classifications .............................................................51 

C1.3: Mold/bacteria tests.......................................................................................................51 

C1.4: Terminology.................................................................................................................51 

C1.5: Language.....................................................................................................................51 

C1.6: Appendix A ..................................................................................................................51 

C2: History of the project....................................................................................................51 

C2.1: PS 1-74 Construction and Industrial Plywood became effective 

 August 1, 1974.............................................................................................................52 

C2.2: PS 1-83 Construction and Industrial Plywood became effective 

 December 30, 1983 .....................................................................................................52 

C2.3: PS 1-95 Construction and Industrial Plywood became effective 

September 7, 1995 ......................................................................................................52 

TABLES

Table 1: Classification of Species.................................................................................................9 

Table 2: Exposure 1 Plywood Grades..........................................................................................17

Table 3: Exterior Plywood Grades................................................................................................17 

Table 4: Panel Constructions (Minimum Number of Plies and Layers)........................................24 

Table 5: Characteristics Prohibited or Restricted in Certain Panel Grades .................................25 

Table 6: Span Ratings for Sheathing and Single-Floor Panels Based on 

 Prescriptive Specifications..............................................................................................27 

Table 7: Concentrated Static and Impact Test Performance Criteria for Panel 

 Testing according to Section 6.2.1.................................................................................30 

Table 8: Uniform Load Performance Criteria for Panels Tested According to 

 Section 6.2.2..................................................................................................................31 

Table 9: Species Group Classification Test Criteria for Other Than Span-Rated 

 Panels............................................................................................................................33 

Table A1: Clear Wood Property Assignments..............................................................................48 

Table A2: Source of Data Used to Classify Foreign Species in Plywood 

 Product Standard PS 1................................................................................................48 

FIGURES

Figure 1: Finger-Joints – Location of Scarfed Portion of Joints ...................................................35 

Figure 2: Shear Test Specimens..................................................................................................37 

Figure 3: Apparatus for Heat Durability Test................................................................................39

Figure 4: Tension Specimens for Scarfed Jointed Panels ...........................................................40 

Figure 5: Specimen Preparation...................................................................................................40 

Figure 6: Cleavage Test, Typical Test Specimen.........................................................................41 

Figure 7: Wedge or Chisel Used for Cleavage Test.....................................................................41 

Figure 8: Vacuum Chamber Test Equipment...............................................................................42 

Figure 9: Uniform-Load Test Specimens......................................................................................43

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Voluntary Product Standard PS 1-07 

Structural Plywood 

Effective February 26, 2007 

(This Standard, which was initiated by APA - The Engineered Wood Association [formerly the 

American Plywood Association], has been developed under the Procedures for the 

Development of Voluntary Product Standards of the U.S. Department of Commerce as a 

revision of PS 1-95, Construction and Industrial Plywood.) 

1 SCOPE 

1.1 This Voluntary Product Standard establishes requirements for the principal types and 

grades of structural plywood and provides a basis for common understanding among producers, 

distributors, and users of the product. 

1.2 This Standard covers the wood species, veneer grading, adhesive bonds, panel 

construction and workmanship, dimensions and tolerances, marking, moisture content, and 

packaging of structural plywood intended for construction and industrial uses. 

1.3 Included in this Standard are test methods to determine compliance and a glossary of trade 

terms and definitions. A quality certification program is provided whereby qualified testing 

agencies inspect, sample, and test products identified as complying with this Standard. 

Information on species grouping is provided in Appendix A. Information on reinspecting 

practices is provided in Appendix B. Information on the maintenance, history, and current 

edition of the Standard is provided in Appendix C. 

1.4 This Voluntary Product Standard incorporates the International System of Units (SI) as well 

as U.S. customary units of measurement. In conversion of U.S. customary units where exact 

placement is not an issue, such as nail spacing, approximate conversions to SI units are made 

to yield more easily recognizable numbers. In critical matters, such as panel thickness, more 

precise conversions to SI units are made. For nominal U.S. customary units, actual dimensions 

in SI units are given. The values given in SI units are the standard. The values in parentheses 

are for information only. 

1.5 Advisory notes in this Standard and Appendices B and C shall not be considered 

mandatory. 

2 TERMINOLOGY 

2.1 Back 

Back of a plywood panel — The side of a panel that is of lower veneer quality on any panel 

whose outer plies (front and back) are of different veneer grades. 

Back ply of a plywood panel — The outer veneer on the back side of a panel. 

2.2 Bond classifications 

Plywood is rated as Exposure 1 or Exterior bond classification. (See Section 4.2.) 

2.3 Borer holes 

Voids made by wood-boring insects, such as grubs or worms. 

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2.4 Broken grain 

A separation on veneer surface between annual rings, such as leafing or shelling. 

2.5 Butt joint 

A straight joint in which the interface is perpendicular to the panel face. An end butt joint is 

perpendicular to the grain. 

2.6 Centers 

Inner layers whose grain direction runs parallel to that of the outer plies. Some centers consist 

of parallel laminated plies. 

2.7 Center gap 

See Section 2.16. 

2.8 Characteristics, growth 

Discolorations, pitch streaks and knots that naturally occur in wood. 

2.9 Characteristics, open 

Irregularities such as splits, open joints, knotholes, loose knots, or wane. 

2.10 Check 

A lengthwise separation of wood fibers, usually extending across the rings of annual growth, 

caused chiefly by strains produced in seasoning. 

2.11 Class I, II 

Term used to identify different classifications of concrete form panels. (See Section 5.6.4.) 

2.12 Construction (panel construction) 

Term referring to detailed manner in which veneers are assembled and/or thickness of veneer 

used, e.g., "4-ply 3-layer construction," "2.5 mm (1/10 in) face and back," etc. 

2.13 Core 

See Section 2.15. 

2.14 Critical Section 

A rectangular area measuring 305 mm (12 in) along the grain by full panel width that contains a 

knot or knothole requiring additional consideration. (See Sections 5.4.4.3, 5.4.6.2 and 5.4.6.3) 

2.15 Crossband 

Inner, or core, plies whose grain direction runs perpendicular to that of the outer plies. Some 

crossbands consist of parallel laminated plies. 

2.16 Crossband gap and center gap 

An open joint extending through or partially through a panel, which results when crossband or 

center veneers are not tightly butted. 

2.17 Delamination 

A visible separation between plies that normally receive adhesive at their interface and are 

firmly contacted in the pressing operation. Wood characteristics such as checking, leafing, 

splitting and broken grain are not to be construed as delamination. 

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2.17.1 Knotholes, pitch pockets, splits and gaps 

For purpose of evaluation of delamination, areas coinciding with open knotholes, pitch pockets, 

splits, and gaps and other voids or characteristics permitted in the panel grade are not 

considered in evaluating ply separation. 

2.17.2 Exposure 1 

In evaluating Exposure 1 panels, delamination in any bond line is not to exceed 19.4 cm2

 (3 in2) 

except where directly attributable to characteristics permitted in the grade as follows: 

Delamination associated with: 

(a) Knots and knotholes — Not to exceed the size of the knot or knothole plus a surrounding 

band not wider than 19.1 mm (3/4 in). 

(b) All other forms of permissible characteristics — Not to exceed the size of the 

characteristic. 

2.17.3 Exterior 

For purposes of evaluation of Exterior panels for ply separation, the area coinciding with the 

grade characteristics noted in Section 2.17.1 is considered, and a panel is considered 

delaminated if visible ply separation at a single bond line in such area exceeds 19.4 cm2

 (3 in2). 

2.18 Edge splits 

Wedge-shaped openings in the inner plies caused by splitting of the veneer before pressing. 

2.19 Exposure 1 bond classification 

See Section 4.2.1. 

2.20 Exterior bond classification 

See Section 4.2.2. 

2.21 Face 

Face of the plywood panel — The side of a panel that is of higher veneer quality on 

any panel whose outer plies (front and back) are of different veneer grades; either side 

of a panel where the grading rules draw no distinction between outer plies. 

Face ply of a panel — The outer veneer on the face of a panel. 

2.22 Finger joint 

Term indicating the method by which panels or sections of panels have been joined to create 

longer lengths or widths by means of a well-bonded series of sloped scarf cuts resembling 

fingers. 

2.23 Group 

Term used to classify species covered by this Standard. Species covered by this Standard are 

classified as Groups 1, 2, 3, 4, and 5. See Table 1 for listing of species in individual groups. 

2.24 Heartwood 

Nonactive core of a log generally distinguishable from the outer portion (sapwood) by its darker 

color. 

 3
2.25 Inner plies 

Plies other than face or back plies in a panel construction. Sub-face, sub-back, crossband and 

center are classed as inner plies. 

2.26 Jointed inner plies 

Crossband and center veneers with edges machine-squared to permit tightest possible layup. 

2.27 Knot 

Natural characteristic of wood that occurs where a branch base is embedded in the trunk of a 

tree. Generally the size of a knot is distinguishable by (1) a difference in color of limb wood and 

surrounding trunk wood; (2) an abrupt change in growth ring width between knot and bordering 

trunk wood; and (3) a diameter of circular or oval shape described by points where checks on 

the face of a knot that extend radially from its center to its side experience an abrupt change in 

direction. 

2.28 Knotholes 

Voids produced by the dropping of knots from the wood in which they were originally embedded. 

2.29 Lap 

A condition where the veneers are so placed that one piece overlaps the other. 

2.30 Layer 

A single veneer ply or two or more plies laminated with grain direction parallel. Two or more 

plies laminated with grain direction parallel is a "parallel laminated layer." 

2.31 Lot 

Any number of panels considered as a single group for evaluating conformance to this 

Standard. 

2.32 Major panel axis 

The direction parallel to the grain of the face and back plies. 

2.33 Mill specification 

A manufacturing specification based on product evaluation to be used for quality assurance 

purposes by the manufacturer and the qualified testing agency as defined in Section 7.2. (See 

Sections 5.8.6.5. and 5.8.7.3.) 

2.34 Moisture content 

The weight of the water in wood expressed as a percent of the weight of the oven-dry wood. 

(See Section 6.1.4.) 

2.35 Moisture resistant adhesive 

Adhesive capable of bonding plywood in a manner to satisfy the bond classification 

requirements of this Standard. 

2.36 Panel thickness 

Designated thickness subject to tolerances specified in this standard. (See Section 5.10.2 for 

thickness tolerances.) 

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2.37 Patches 

Inserts of sound wood or synthetic material in veneers or panels for replacing characteristics 

(open or growth). "Boat" patches are oval-shaped with sides tapering in each direction to a 

point or to a small rounded end. "Router" patches have parallel sides and rounded ends. 

"Sled" patches are rectangular with feathered ends. 

2.38 Performance testing 

Tests that evaluate panel attributes typically required in the end-use applications as defined in 

this Standard. 

2.39 Pitch pocket 

A well-defined opening between rings of annual growth, usually containing, or which has 

contained, pitch, either solid or liquid. 

2.40 Pitch streak 

A localized accumulation of resin in coniferous woods which permeates the cells forming resin 

soaks, patches, or streaks. 

2.41 Plugs 

Sound wood of various shapes, including among others, circular and dog-bone, for replacing 

portions of veneers. Also synthetic plugs used to fill openings and provide a smooth, level, 

durable surface. Plugs usually are held in veneer by friction until veneers are bonded into 

plywood. 

2.42 Plugged inner plies (also referred to as solid inner plies.) 

Refers to C Plugged crossband and centers and additional limitations, as given in Section 5.8.1. 

2.43 Ply 

A single veneer lamina in a bonded plywood panel. (See also 2.30.) 

2.44 Plywood 

Plywood is a panel built up of sheets of veneer called plies, united under pressure by a bonding 

agent to create a panel with an adhesive bond between plies as strong as or stronger than, the 

wood. Plywood is constructed of an odd number of layers with grain of adjacent layers 

perpendicular. Layers consist of a single ply or two or more plies laminated with parallel grain 

direction. Outer layers and all odd-numbered layers generally have the grain direction oriented 

parallel to the long dimension of the panel. The layers with alternating grain direction equalize 

strains, reduce splitting, and minimize dimensional change and warping of the panel. 

2.45 Plywood classification 

Plywood is classified by bond classification and grade. (See Section 4.) 

2.46 Prescriptive specification 

A specification based upon manufacturing parameters that define the approved product. 

2.47 Reference value 

The numerical value established for the mill specification for a given mechanical or physical 

property. 

2.48 Repair 

Any patch, plug or shim. 

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2.49 Rough grain 

Grain characteristics which prevent sanding to a smooth surface. 

2.50 Sapwood 

The living wood of lighter color occurring in the outer portion of a log. Sometimes referred to as 

"sap." 

2.51 Scarfed joint 

A term indicating the method by which panels or veneer, or sections of panels or veneer, have 

been joined to create longer lengths or widths by means of a well-bonded, sloped cut. 

2.52 Shim 

A long, narrow repair of wood or suitable synthetic not more than 4.8 mm (3/16 in) wide. 

2.53 Shop-cutting panel 

Panel which has been rejected as not conforming to a standard grade because of deficiencies, 

other than adhesive bond quality, which prevent it from meeting the requirements of this 

Standard. Blistered panels are not permitted within the category of “shop-cutting panel.” 

Localized delamination occurring as a result of a deficiency is permitted. Shop-cutting panels 

are suitable for cut-up use where cutting eliminates the deficiency in the portion of the panel 

salvaged. The salvageable area shall be at least 85% of the area of the panel. Such a panel 

must be identified with a separate mark as specified in Section 7.4. 

2.54 Span rating 

An index number, based on customary inch units, that identifies the recommended maximum 

center-to-center support spacing for the specified end use under normal use conditions. Spans 

are defined for end uses such as roof, subfloor, and single floor. As a matter of convention, 

spans are typically specified by a single index number for single floor (Floor 24 o.c.), while roof 

and subfloor are often combined in a fractional format. For example, a span rating of 32/16 

designates a roof span of 32 inches and a subfloor span of 16 inches. 

2.55 Split 

Lengthwise separation of wood fibers completely through the veneer, caused chiefly by the 

manufacturing process or handling. 

2.56 Streaks 

See Section 2.40. 

2.57 Sub-face (sub-back) 

The ply adjacent to the exposed face (or back) of a parallel laminated outer layer. 

2.58 Touch-sanding 

A sizing operation consisting of a light surface sanding to thickness dimension in a sander. 

Sander skips to any degree are admissible. 

2.59 Veneer 

Thin sheets of wood of which plywood is made. Also referred to as "plies" in the bonded panel. 

2.60 Wane 

Thin to open areas in veneer sheets that result from outer log surface irregularities. Some wane 

areas contain bark inclusions. For grading, wane is classed as an open characteristic. 

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2.61 White pocket 

A form of fungal decay (Fomes pini) that attacks most conifers but has never been known to 

develop in wood in service. In plywood manufacture, routine drying of veneer effectively 

removes any possibility of the fungus surviving. Also known as white speck. 

2.61.1 Light white pocket 

Advanced beyond incipient or stain stage to a point where pockets are present and plainly 

visible, mostly small and filled with white cellulose; generally distributed with no heavy 

concentrations; pockets for the most part separate and distinct; few to no holes through the 

veneer. 

2.61.2 Heavy white pocket 

Contains a great number of pockets, in dense concentrations, running together and at times 

appearing continuous; holes extend through the veneer but wood between pockets appears 

firm. At any cross section extending across the width of the affected area, sufficient wood fiber 

shall be present to develop not less than 40% of the strength of clear veneer. Brown cubicle 

and similar forms of decay which have caused the wood to crumble are prohibited. 

2.62 Wood failure (percent) 

The area of wood fiber remaining at the bond line following completion of the specified shear 

test. Determination is by means of visual examination and expressed as a percent of the test 

area. 

3 REFERENCE PUBLICATIONS 1

ASTM E 661-03 Test Method for Performance of Wood and Wood-Based Floor and Roof 

Sheathing Under Concentrated Static and Impact Loads.

ASTM D 2555-06 Test Methods for Establishing Clear Wood Strength Values. 

ASTM D 2718-00 Test Method for Structural Panels in Planar Shear (Rolling Shear).

ASTM D 2719-89 Test Methods for Structural Panels in Shear Through-the-Thickness. 

ASTM D 2915-03 Standard Practice for Evaluating Allowable Properties for Grades of 

Structural Lumber. 

ASTM D 3043-00 Methods of Testing Structural Panels in Flexure.

ASTM D 5266-99 Standard Practice for Estimating the Percentage of Wood Failure in Adhesive 

Bonded Joints 

PS 2-04 Performance Standard for Wood-Based Structural-Use Panels.

4 PLYWOOD CLASSIFICATION 

4.1 General 

The plywood covered by this Standard is classified by bond classification and by grade. 

 

1 Copies of the ASTM publications are available from ASTM International, 100 Barr Harbor Drive, PO Box 

C700, West Conshohocken, PA 19428-2959, www.astm.org. 

 7
4.2 Bond classification 

The plywood covered by this Standard is classified as either Exposure 1 or Exterior. Each 

classification is a function of veneer grade and adhesive performance. The bond classification is 

related to the moisture resistance of the adhesive bond under intended end-use conditions and 

does not relate to the physical (erosion, ultraviolet, etc.) or biological (mold, fungal decay, 

insect, etc.) resistance of the panel. 

4.2.1 Exposure 1 plywood 

Plywood suitable for uses not permanently exposed to the weather. Panels classified as 

Exposure 1 are intended to resist the effects of moisture on structural performance as may 

occur due to construction delays, or other conditions of similar severity. Adhesive performance 

requirements are provided in Section 5.7.1. 

Note: Exposure 1 was formerly identified as Interior with Exterior Glue. 

4.2.2 Exterior plywood 

Plywood suitable for repeated wetting and redrying or long-term exposure to weather or other 

conditions of similar severity. Adhesive performance requirements are provided in Section 

5.7.2. 

4.3 Grade 

Within each bond classification, there are a number of panel grades based on the grade of the 

veneers and the panel construction. (See Table 2 for Exposure 1 grades and Table 3 for 

Exterior grades.) 

5 REQUIREMENTS 

5.1 General 

All plywood panels represented as conforming to this Standard shall meet or exceed all 

applicable requirements set forth herein. Test methods are given in Section 6. All terms shall 

be as defined in Section 2. Requirements for trademarking and certification shall be as 

provided in Section 7. 

5.2 Wood species 

5.2.1 Species groups 

For the purpose of this Standard, species shall be any softwood or hardwood species or trade 

groups listed in Table 1 and other species meeting the requirements of Sections 5.2.3 or 5.2.4. 

For species grouping purposes, species listed in Table 1 but grown in a different geographic 

region shall be evaluated in accordance with Appendix A. For inclusion in Table 1, unlisted 

species shall be evaluated in accordance with Appendix A. 

5.2.1.1 Species segregation 

Species which cannot be distinguished in veneer form from similar species shall be classed as 

the largest numbered species group applicable (Group 4 is larger numbered than Group 1) 

unless the manufacturer provides valid evidence to the qualified inspection and testing agency 

that the species are properly segregated. Such segregation shall be in the form of separation 

prior to peeling, mechanical testing for performance capability, or other means approved by the 

qualified inspection and testing agency. 

 8
5.2.2 Species for faces and backs 

Unless evaluated in accordance with Section 5.2.4, the species of face and back plies shall be 

from any group listed in Table 1. When a face or back is made of more than one piece, the 

entire ply shall be of the same species. When outer layers consist of two or more plies, the 

outer or exposed plies are classified as faces (face plies) or backs (back plies) and the 

unexposed plies (sub-faces and sub-backs) are classified as inner plies, in terms of species 

requirements as provided in Section 5.2.3. Requirements for identification of all panels are 

given in Section 7.3. 

Table 1. Classification of species(a)

Group 1 Group 2 Group 3 Group 4 Group 5 

North American Species – Applicable to trees grown in North America 

Beech, American Cedar, Port Orford Pine Alder, Red Aspen Basswood 

Birch Cypress Pond Birch, Paper Bigtooth Poplar, Balsam 

 Sweet Douglas-fir (b) Red Cedar, Alaska Quaking 

 Yellow Fir Virginia Fir, Subalpine Cedar 

Douglas-fir (b) Balsam Western White Hemlock, Eastern Incense 

Larch, Western California Red Spruce Maple, Bigleaf Western Red 

Maple, Sugar Grand Black Pine Cottonwood 

Pine, Southern Noble Red Jack Eastern 

 Loblolly Pacific Silver Sitka Lodgepole Black (W. Poplar) 

 Longleaf White Sweetgum Ponderosa Pine 

 Shortleaf Hemlock, Western Tamarack Spruce Eastern White 

 Slash Maple, Black Yellow Poplar Redwood Sugar 

Tanoak Spruce 

Engelmann 

White

Non North American Species 

Apitong(c)(d) Lauan Mengkulang(c) Cativo 

Kapur(c) Almon Meranti, Red(c)(e) 

Keruing(c)(d) Bagtikan Mersawa(c)

Pine Mayapis 

 Caribbean Red Lauan 

 Ocote Tangile 

White Lauan 

(a) Table 1 species classified in accordance with ASTM D 2555 as discussed in Appendix A. The species groupings are only 

valid for species grown in the regions referenced in Appendix A. (See Section 5.2.1.) (b) Douglas-fir from trees grown in the states of Washington, Oregon, California, Idaho, Montana, Wyoming, and the 

Canadian Provinces of Alberta and British Columbia shall be classed as Group 1 Douglas-fir. Douglas-fir from trees 

grown in the states of Nevada, Utah, Colorado, Arizona and New Mexico shall be classed as Group 2 Douglas-fir. (c) Each of these names represents a trade group of woods consisting of a number of closely related species. (d) Species from the genus Dipterocarpus marketed collectively: Apitong if originating in the Philippines, Keruing if 

originating in Malaysia or Indonesia. (e) Red Meranti shall be limited to species having a specific gravity of 0.41 or more based on green volume and oven dry 

weight. 

5.2.3 Species for inner plies 

5.2.3.1 Inner ply species group 

Unless otherwise permitted in Section 5.2.3.2 or 5.2.4, inner plies of Groups 1, 2, 3 or 4 panels 

shall be of any species listed in Groups 1, 2, 3 or 4 in Table 1. Inner plies of Group 5 panels are 

permitted to be any species listed in Table 1. 

5.2.3.2 Inner ply specific gravity 

Inner plies of all panels shall also be permitted to be of any softwood species or any hardwood 

species having a published average specific gravity value of 0.41 or more based on green 

 9
volume and oven dry weight. The U.S. Forest Products Laboratory shall be considered as final 

evaluator of published specific gravity data. 

5.2.4 Species classified by testing 

Species not listed in Table 1 or otherwise not covered by the provisions of Section 5.2 shall be 

qualified for use by panel performance testing in accordance with Section 5.8.6 for span-rated 

panels or with Section 5.8.7 for other panels except concrete form, Marine and Structural I 

grades. For panel marking purposes, re-classification of Group designation for species listed in 

Table 1 by panel performance testing in accordance with Section 5.8.7 is permitted. 

5.3 Synthetic repairs 

5.3.1 Synthetic fillers 

Use of synthetic fillers shall be limited to the repair of minor characteristics as specified. 

Synthetic fillers shall be approved by the qualified testing and inspection agency. 

5.3.2 Synthetic shims, patches, and plugs 

These repairs shall completely fill kerfs or voids; shall present a smooth, level surface; and shall 

not crack, shrink, or lose their bond. Performance of synthetic shims, patches, and plugs under 

normal conditions of service shall be comparable to that of wood repairs. The equivalency shall 

be established by the qualified testing and inspection agency. 

5.4 Grade description of veneers 

All veneers in the finished plywood panel shall conform to one of the grade requirements listed 

in Sections 5.4.1 through 5.4.6. Unless otherwise stated, these requirements apply to 1220 mm 

by 2440 mm (48 x 96 in) panels and are proportionate for other sizes. Grade N is the highest 

classification. 

5.4.1 Grade N veneer (intended for natural finish) 

5.4.1.1 General 

Grade N veneer shall be smoothly cut 100% heartwood or 100% sapwood, free from knots, 

knotholes, pitch pockets, open splits, other open characteristics, and stain. The veneer shall 

consist of not more than two pieces in 1220 mm (48 in) widths and not more than three pieces 

in wider panels, and shall be well matched for color and grain. 

Synthetic fillers shall be permitted to fill: 

(a) Small cracks or checks not more than 0.8 mm (1/32 in) wide. 

(b) Small splits or openings up to 1.6 mm (1/16 in) wide if not exceeding 50.8 mm (2 in) in 

length. 

(c) Small chipped areas or openings not more than 3.2 mm wide by 6.4 mm long (1/8 inch x 

1/4 inch). 

5.4.1.2 Growth characteristics 

Where pitch streaks occur, each shall average not more than 9.5 mm (3/8 in) in width and shall 

blend with the color of the wood. 

 10
5.4.1.3 Repairs 

Repairs shall be of wood, neatly made, and parallel to grain. They shall be limited to a total of 

six in number and be well matched for color and grain. 

Patches shall be limited to three "router" patches not exceeding 25.4 mm (1 in) in width and 

88.9 mm (3-1/2 in) in length. There shall be no overlapping. 

Shims shall not exceed 4.8 mm (3/16 in) in width or 305 mm (12 in) in length and shall occur 

only at the ends of the panel. 

5.4.2 Grade A veneer (suitable for painting) 

5.4.2.1 General 

Grade A veneer shall be firm, smoothly cut, and free of knots, pitch pockets, open splits, and 

other open characteristics and well joined when of more than one piece. 

Synthetic fillers shall only be used to fill: 

(a) In Exterior panels: small cracks or checks not more than 0.8 mm (1/32 in) wide; small 

splits or openings up to 1.6 mm (1/16 in) wide, if not exceeding 50.8 mm (2 in) in length; 

small chipped areas or openings not more than 3.2 mm (1/8 in) wide by 6.4 mm (1/4 in) 

long. 

(b) In Exposure 1 panels: small cracks or checks not more than 4.8 mm (3/16 in) wide; 

openings or depressions up to 12.7 mm (1/2 in) wide by 50.8 mm (2 in) long or equivalent 

area. 

5.4.2.2 Growth characteristics 

Where pitch streaks occur, each shall average not more than 9.5 mm (3/8 in) in width and shall 

blend with the color of the wood. Sapwood and discolorations to any degree shall be permitted. 

5.4.2.3 Repairs 

Repairs shall be of wood or synthetic patching material, neatly made, parallel to grain and 

limited to a total of 18 in number, excluding shims. 

5.4.2.4 Patches 

Patches, when of wood, shall be "boat," "router," or "sled" type. The radius of ends of boat 

patches shall not exceed 3.2 mm (1/8 in). 

A single wood patch shall be no larger than 57.2 mm x 114 mm (2-1/4 in x 4-1/2 in). 

Multiple wood repairs shall consist of not more than two patches, neither of which shall exceed 

178 mm (7 in) in length if either is wider than 25.4 mm (1 in), except that one multiple repair 

consisting of three die-cut veneer patches shall be permitted. 

For a multiple repair consisting of three patches across the width of the panel, the repaired area 

shall not exceed a width and length of 152 mm x 114 mm (6 in x 4-1/2 in) 

For a multiple repair consisting of three patches along the length of the panel, the repaired area 

shall not exceed a width and length of 57.2 mm x 267 mm (2-1/4 in x 10-1/2 in) 

 11
Synthetic repairs are limited to the same repair areas as wood patches and shall be counted as 

one, two or three patches depending on the area repaired. 

The repair of a split having a width not greater than 31.8 mm (1-1/4 in) and any length shall be 

considered one patch. 

Shims shall not be used over or around patches or as multiple repairs. 

5.4.3 Grade B veneer 

5.4.3.1 General 

Grade B veneer shall be solid and free from open characteristics and broken grain, except as 

permitted in Sections 5.4.3.1 through 5.4.3.4. Slightly rough grain shall be permitted. 

Minor sanding and patching characteristics, including sander skips, shall not exceed 5% of 

panel area. 

Synthetic fillers shall only be used to fill: 

(a) In Exterior panels: small splits or openings up to 1.6 mm (1/16 in) wide if not exceeding 

50.8 mm (2 in) in length; small chipped areas or openings not more than 3.2 mm wide by 

6.4 mm long (1/8 in x 1/4 in). 

(b) In Exposure 1 panels: small cracks or checks not more than 4.8 mm (3/16 in) wide; 

openings or depressions up to 12.7 mm wide by 50.8 mm long (1/2 in x 2 in) or equivalent 

area. 

5.4.3.2 Growth characteristics 

Knots shall not exceed 25.4 mm (1 in) measured across the grain and shall be both sound and 

tight. 

Where pitch streaks occur, they shall average not more than 25.4 mm (1 in) in width. 

Discolorations to any degree shall be permitted. 

5.4.3.3 Open characteristics 

Splits shall not be wider than 0.8 mm (1/32 in). 

Vertical borer holes shall not exceed 1.6 mm (1/16 in) in diameter and shall not exceed an 

average of one per 929 cm2

 (1 ft2) in number. 

Horizontal or surface worm and borer holes shall be limited to 1.6 mm (1/16 in) across, 

25.4 mm (1 in) in length, and to 12 in number. 

5.4.3.4 Repairs 

Repairs shall be of wood or synthetic patching material and neatly made. 

Wood veneer repairs shall be die cut. Wood panel repairs shall be "router" or "sled" type. 

Wood repairs shall not exceed 76.2 mm (3 in) in width where occurring in multiple repairs, or 

102 mm (4 in) in width where occurring singly. 

 12
Synthetic veneer repairs shall not exceed 102 mm (4 in) in width. 

Synthetic panel repairs shall not exceed 57.2 mm (2-1/4 in) in width by any length, except that 

repaired areas not exceeding 152 mm in width by 114 mm in length (6 in x 4-1/2 in) shall be 

allowed. 

Shims shall be permitted without limit. 

5.4.4 Grade C veneer 

5.4.4.1 General 

Sanding characteristics shall not impair the strength or serviceability of the panel. 

5.4.4.2 Growth characteristics 

Knots shall be tight and not more than 38.1 mm (1-1/2 in) across the grain. 

Discolorations to any degree shall be permitted. 

5.4.4.3 Open characteristics 

Any number of knotholes up to 25.4 mm (1 in) shall be permitted. However, an occasional 

knothole more than 25.4 mm (1 in) but not more than 38.1 mm (1-1/2 in) measured across the 

grain shall be permitted subject to the following provision: 

(a) Determine the Critical Section containing the knothole. (See Section 2.14.) 

(b) Determine the aggregate width of all knots and knotholes occurring wholly within the 

Critical Section. Other open characteristics and growth characteristics are not included in 

this aggregate. 

(c) The knothole is permitted if the aggregate width of all knots and knotholes in the Critical 

Section does not exceed 152 mm (6 in) in a 1220 mm (48 in) wide panel and 

proportionately for other panel widths. 

Splits measured at a point 203 mm (8 in) from the end of the panel shall not exceed 12.7 mm 

(1/2 in) in width by 1/2 panel length or 9.5 mm (3/8 in) in width by any panel length, provided 

separation at one end does not exceed 1.6 mm (1/16 in) where split runs full panel length; 

however, the maximum width within 203 mm (8 in) of the end of the panel (open end of split) 

shall not exceed the maximum width of knotholes permitted within the grade. 

Splits on panel faces and backs shall not exceed 6.4 mm (1/4 in) where located within 

25.4 mm (1 in) of parallel panel edge. 

Voids due to missing wood on panel faces and backs not otherwise specified above shall not 

exceed the maximum width of knotholes permitted in the grade and the length of such voids 

shall not exceed 152 mm (6 in). 

Wane not exceeding 203 mm (8 in) in length and the width permitted for open characteristics 

shall be allowed, providing that where wane occurs at edges of veneer sheets, panel ply 

separation due to wane shall not exceed the limit equivalent to that permitted for short and 

narrow inner plies in Section 5.8.3 for sanded panels, or Section 5.8.4 for unsanded or touchsanded panels. 

 13
5.4.4.4 Repairs 

Repairs shall be wood or synthetic patching material, neatly made. 

Wood veneer repairs shall be die cut. Wood panel repairs shall be "router" or "sled" type. 

Wood repairs shall not exceed 76.2 mm (3 in) in width where occurring in multiple repairs, or 

102 mm (4 in) in width where occurring singly. 

Synthetic veneer repairs shall not exceed 102 mm (4 in) in width. 

Synthetic panel repairs shall not exceed 57.2 mm (2-1/4 in) in width. 

Shims shall be permitted without limit. 

5.4.5 Grade C plugged veneer 

Knotholes, worm and borer holes, and other open characteristics not larger than 6.4 mm (1/4 in) 

by 12.7 mm (1/2 in); sound and tight knots up to 38.1 mm (1-1/2 in) measured across the grain; 

splits up to 3.2 mm (1/8 in) wide; broken grain; pitch pockets, if solid and tight; plugs; patches 

and shims shall be permitted. Synthetic repairs in veneer shall not exceed 102 mm (4 in) in 

width. Synthetic panel repairs shall not exceed 57.2 mm (2-1/4 in) in width by any length, 

except that repaired areas not exceeding 152 mm (6 in) in width by 114 mm (4-1/2 in) in length 

shall be allowed. Where grades having C Plugged face veneer are identified as fully sanded, 

sanding characteristics shall be the same as admitted under B grade. Sander skips to any 

degree shall be admissible in touch-sanded C Plugged veneer. 

5.4.6 Grade D veneer 

5.4.6.1 General 

Except as otherwise required in Sections 5.4.6.2 through 5.4.6.4, any number of plugs, patches, 

shims, worm or borer holes, sanding characteristics, and other characteristics shall be 

permitted, provided they do not seriously impair the strength or serviceability of the panels. 

5.4.6.2 Growth characteristics 

Tight knots in inner plies shall be permitted. 

In D grade faces or backs, any number of tight knots not larger than 63.5 mm (2-1/2 in) across 

the grain shall be permitted. However, an occasional tight knot larger than 63.5 mm (2-1/2 in) 

but not larger than 76.2 mm (3 in) measured across the grain, shall be permitted subject to the 

following provision: 

(a) Determine the Critical Section containing the knot. (See Section 2.14.) 

(b) Determine the aggregate width of all knots and knotholes occurring wholly within the 

Critical Section. Other open characteristics and growth characteristics are not included in 

this aggregate. 

(c) The knot is permitted if the aggregate width of all knots and knotholes in the Critical 

Section does not exceed 254 mm (10 in) in a 1220 mm (48 in) wide panel and 

proportionately for other panel widths. 

 14
5.4.6.3 Open characteristics 

Any number of knotholes up to 63.5 mm (2-1/2 in) across the grain shall be permitted. However, 

an occasional knothole larger than 63.5 mm (2-1/2 in) but not larger than 76.2 mm (3 in) 

measured across the grain shall be permitted subject to the following provision: 

(a) Determine the Critical Section containing the knothole. (See Section 2.14.) 

(b) Determine the aggregate width of all knots and knotholes occurring wholly within the 

Critical Section. Other open characteristics and growth characteristics are not included in 

this aggregate. 

(c) The knothole is permitted if the aggregate width of all knots and knotholes in the Critical 

Section does not exceed 254 mm (10 in) in a 1220 mm (48 in) wide panel and 

proportionately for other panel widths. 

Knotholes in sanded panels shall not exceed 63.5 mm (2-1/2 in) across the grain in veneer 

thicker than 3.2 mm (1/8 in). 

Knotholes shall not exceed 88.9 mm (3-1/2 in) across the grain in veneers at least two plies 

removed from the face or back plies of C-D, D-D and C-D Plugged grades having five or more 

plies. 

Splits measured at a point 203 mm (8 in) from the end of the panel shall not exceed 

25.4 mm (1 in) in width, tapering to not more than 1.6 mm (1/16 in) where split runs full panel 

length; however, the maximum width within 203 mm (8 in) of the end of the panel (open end of 

split) shall not exceed the maximum width of knotholes permitted within the grade. 

Splits on panel faces and backs shall not exceed 6.4 mm (1/4 in) in width where located within 

25.4 mm (1 in) of parallel panel edge. 

Voids due to missing wood on panel backs not otherwise specified in Section 5.4.6.3 shall not 

exceed the maximum width of knotholes permitted in the grade and the length of such voids 

shall not exceed 152 mm (6 in). 

Wane not exceeding 203 mm (8 in) in length and the width permitted for open characteristics is 

allowed, providing that where occurring at edges of veneer sheets, panel ply separation due to 

wane shall not exceed the limit equivalent to that permitted for short and narrow inner plies in 

Section 5.8.3 for sanded panels, or Section 5.8.4 for unsanded or touch-sanded panels. 

5.4.6.4 White pocket 

Any area 610 mm (24 in) wide across the grain and 305 mm (12 in) long, in which light or heavy 

white pocket occurs, shall contain not more than three of the following characteristics, in any 

combination: 

(a) A 152 mm (6 in) width of heavy white pocket. 

(b) A 305 mm (12 in) width of light white pocket. 

(c) One knot or knothole, 38.1 mm (1-1/2 in) to 63.5 mm (2-1/2 in), or two knots or knotholes, 

25.4 mm (1 in) to 38.1 mm (1-1/2 in). Knots or knotholes less than 25.4 mm (1 in) shall not 

 15
be considered. Sizes of any knot or knothole shall be measured across the grain. Any 

repair in a white pocket area shall be considered for grading purposes as a knothole. 

5.5 Veneers and layers 

5.5.1 Veneer thickness 

Except as provided for in the following paragraphs, veneer shall be 2.5 mm (1/10 in) or thicker in 

panels of 9.5 mm (3/8 in) rough (unsanded) thickness or over; 2.1 mm (1/12 in) or thicker in 

panels of less than 9.5 mm (3/8 in) rough (unsanded) thickness. In no case shall veneers used 

in face or back layers be thicker than 6.4 mm (1/4 in), or veneers used in inner layers be thicker 

than 7.9 mm (5/16 in). 

Veneer of 2.1 mm (1/12 in) shall be permitted as crossbands in 5-ply, 5-layer, 11.9 mm 

(15/32 in) and 12.7 mm (1/2 in) panels and in parallel-laminated layers as provided for in 5.5.2. 

Veneer of 1.6 mm (1/16 in) shall be permitted for any ply in 5-ply Exterior type panels less than 

11.9 mm (15/32 in) in thickness; as the center only in other 5-ply panels; and in a parallel 

laminated layer as provided for in Section 5.5.2. 

Face and back veneers shall be a minimum thickness of 3.2 mm (1/8 in) for 15.1 mm (19/32 in) 

and 15.9 mm (5/8 in), 3, 4, and 5-ply, 3-layer panels of C-D, C-D Plugged, C-C, C-C Plugged 

and Underlayment grades. 

Further limitations on panel layup are provided in Section 5.8, Panel Constructions and 

Workmanship. 

The average veneer thickness shall conform to the limitations given in this Standard within a 

tolerance of ± 5% of the specified nominal thickness measured dry before layup. 

In lieu of veneer thickness requirements above, panels qualifying under workmanship provisions 

of Section 5.8 and performance testing in accordance with Section 5.8.6 shall be permitted. 

5.5.2 Parallel laminated layers 

Parallel-laminated outer layers shall only be used in C-C, C-D, D-D and Structural I C-C and 

C-D grades. Such layers shall consist of veneers 2.5 mm (1/10 in) or thicker in any combination 

not exceeding 6.4 mm (1/4 in) total layer thickness. The face and back plies or exposed plies of 

outer layers shall conform to the species group and grade requirements for faces and backs, 

respectively, of the panel grade. The unexposed plies of outer layers, or sub-face and sub-back 

plies, shall conform to the species group and grade requirements for inner plies of the panel 

grade as specified in Tables 2 and 3 and Section 5.6.5. The maximum split or gap in sub-faces 

and sub-backs shall be 6.4 mm (1/4 in) under the faces of Structural I C-C and C-D panels; 

12.7 mm (1/2 in) under the faces of C-C, C-D and D-D grades, and 12.7 mm (1/2 in) under D 

backs. 

Parallel-laminated inner layers in any grade shall consist of veneers 1.6 mm (1/16 in) or thicker 

in any thickness combination not exceeding 11.1 mm (7/16 in) total layer thickness. Individual 

plies in such layers shall conform to the species group and grade requirements for inner plies of 

the panel grade. 

In lieu of veneer thickness requirements above, panels qualifying under workmanship provisions 

of Section 5.8 and performance testing in accordance with Section 5.8.6 shall be permitted. 

 16
Table 2. Exposure 1 plywood grades (permits D grade veneer) 

Minimum Veneer Quality 

Panel Grade Designations Face Back Inner Plies Surface 

N-N N N C Sanded 2 sides 

N-A N A C Sanded 2 sides 

N-B N B C Sanded 2 sides 

N-D N D D Sanded 2 sides 

A-A A A D Sanded 2 sides 

A-B A B D Sanded 2 sides 

A-D A D D Sanded 2 sides 

B-B B B D Sanded 2 sides 

B-D B D D Sanded 2 sides 

Underlayment(a) C Plugged D C & D Touch-sanded 

C-D Plugged C Plugged D D Touch-sanded 

Structural I C-D See 5.6.5 Unsanded(b)

Structural I C-D Plugged, Underlayment See 5.6.5 Touch-sanded 

C-D C D D Unsanded(b)

D-D(c) D D D Unsanded(b)

(a) See Section 5.6.3 and Table 5 for special limitations. (b) See Section 5.8.4 for requirements. (c) Applicable only to panels qualified through performance testing per Section 5.8.6 or PS 2-04. 

5.5.3 Scarfed veneers 

Scarfed veneers shall be permitted for any face, back, or inner ply except as provided in 

Section 5.9. Scarfed joints shall not have a slope steeper than 1 to 8. Veneer in the scarf area 

shall not contain characteristics which reduce its effective cross section by more than 20%. 

Veneer scarfed joints shall be bonded with a moisture resistant adhesive. 

5.6 Panel grades 

The standard combination of the veneers described in Section 5.4 assembled into the various 

panel grades shall be as provided in Tables 2 and 3, with the additional requirements provided 

in Sections 5.6.1 through 5.6.7. The grain direction of the outer layers shall be either parallel or 

perpendicular to the long dimension of the panel. 

Table 3. Exterior plywood grades(a) (does not permit D grade veneer) 

Minimum Veneer Quality 

Panel Grade Designations Face Back Inner Plies Surface 

Marine (A-A, A-B, B-B, HDO, MDO) See 5.6.1 See regular grades 

Special Exterior (A-A, A-B, B-B, HDO, MDO) See 5.6.6 See regular grades 

A-A A A C Sanded 2 sides 

A-B A B C Sanded 2 sides 

A-C A C C Sanded 2 sides 

B-B (concrete form) B B C See 5.6.4 

B-C (concrete form) B C C See 5.6.4 

B-B B B C Sanded 2 sides 

B-C B C C Sanded 2 sides 

C-C Plugged(b) C Plugged C C Touch-sanded 

C-C C C C Unsanded(c)

HDO-Industrial A-A, B-B, B-C C (d)

HDO-Concrete Form(e) A-A, B-B, B-C C 

MDO-General B-B, B-C C 

MDO-Concrete Form(e) B-B, B-C C 

Special Overlays C C C — (a) Available also in Structural I classification as provided in Section 5.6.5. (b) See Section 5.6.3 and Table 5 for special limitations. (c) See Section 5.8.4 for requirements. 

 17
(d) C Plugged for HDO-Industrial when intended for sign applications (e) For more clarification on concrete form grades, see Section 5.6.4. 

5.6.1 Marine 

Marine grades shall meet the requirements of Exterior plywood and shall be of one of the 

following grades: A-A, A-B, B-B, High Density Overlay, or Medium Density Overlay, all as 

modified in Sections 5.6.1.1 through 5.6.1.3. 

5.6.1.1 Species 

Only Group 1 Douglas-fir and Western Larch veneers shall be used. 

5.6.1.2 Veneers 

Grade A faces shall be limited to a total of nine single wood repairs in a 1220 mm by 2440 mm 

(48 x 96 in) sheet, or to a proportionate number in any other size as manufactured. 

All inner plies shall be B grade or better and shall be full length and width. 

All wood repairs shall be bonded with an adhesive meeting the Exterior performance 

requirements of Section 5.7.2 and, in addition, shall be set in the panel using a technique 

involving both heat and pressure. 

When the inner plies consist of two or more pieces of veneer, the edges shall be straight and 

square, and shall not overlap. 

5.6.1.3 Crossband gaps and edge splits 

Neither edge of a panel shall have any crossband gap or edge split in excess of 3.2 mm (1/8 in) 

wide. Crossband gaps and edge splits per 2440 mm (96 in) of crossband ply shall not exceed 

four in number. End splits and gaps on either end of a panel shall not exceed 3.2 mm (1/8 in) in 

aggregate width. 

There shall be no filling of crossband gaps and edge splits. 

5.6.2 Decorative panels 

Specialty panels with decorative face and veneer treatments which, except for the special face 

treatment, meet all of the requirements of this Standard, including veneer qualities, adhesive 

bond performance and workmanship, shall be considered as conforming to this Standard. All 

grades in Tables 2 and 3 shall be permitted to be manufactured as decorative grades. 

An occasional butt joint used for decorative effect in veneer shall have a maximum width of 

152 mm (6 inches) and shall be limited to one panel face. Where butt joints occur, the 

aggregate width of all knots and knotholes and two-thirds the aggregate width of all repairs, 

including butt joints, shall not exceed 152 mm (6 in) in any area 305 mm (12 in) along the grain 

by 1220 mm (48 in) wide or proportionately for other widths. 

5.6.3 Underlayment 

Underlayment produced with touch sanded faces is appropriate for floor applications using 

carpet and pad. 

5.6.3.1 Exposure 1 underlayment. Face veneer shall be C-plugged grade 2.5 mm (1/10 in) or 

thicker before sanding. The veneer immediately adjacent to the face ply shall be C grade or 

 18
better with no open characteristics over 25.4 mm (1 in) across the grain; except that veneer 

immediately adjacent to the face ply shall be permitted to be D grade with open characteristics 

up to 63.5 mm (2-1/2 in) across the grain provided the face veneer is of Group 1 or 2 species of 

4.2 mm (1/6 in) minimum thickness before sanding. Also see Table 5 requirements. 

5.6.3.2 Exterior underlayment (C-C plugged or better). Face veneer shall be C-plugged 

grade or better 2.5 mm (1/10 in) or thicker before sanding. The veneer immediately adjacent to 

the face ply shall be C grade or better with no open characteristics over 25.4 mm (1 in) across 

the grain except that veneer immediately adjacent to the face ply shall be permitted to be C 

grade with open characteristics up to 38.1 mm (1-1/2 in) across the grain, provided the face 

veneer is of Group 1 or 2 species of 4.2 mm (1/6 in) minimum thickness before sanding. Also 

see Table 5 requirements. 

5.6.4 Concrete form panels 

Face veneers shall not be less than B grade and back veneers shall not be less than C grade. 

The face and back veneers shall be of the same species group. The face and back veneers 

shall be designated in the trademark. Inner plies shall be not less than "C" grade. This grade of 

plywood is produced in two classes, and panels of each class shall be identified accordingly. 

Non-overlaid panels shall be sanded two sides and have a mill-applied release agent unless 

otherwise agreed upon between buyer and seller. For non-overlaid panels, Western Larch shall 

be excluded from use in the face plies of concrete form plywood due to the excessive wood 

sugars that prohibit proper curing of concrete. Species shall be further limited as follows and 

are applicable also to High Density Overlaid Exterior and Medium Density Overlaid Exterior 

concrete form panels: 

(a) Class I — Faces of Group 1 species, crossband of Group 1 or Group 2 species, and 

centers of Group 1, 2, 3, or 4 species. 

(b) Class II — Faces of Group 1 or Group 2 species, and crossband and centers of Group 1, 

2, 3, or 4 species; or, faces of Group 3 species of 3.2 mm (1/8 in) minimum thickness 

before sanding, crossband of Group 1, 2, or 3 species, and centers of Group 1, 2, 3, or 4 

species. 

5.6.5 Structural I panels 

These panels are especially designed for engineered applications such as structural 

components where design properties, including tension, compression, shear, cross-panel 

flexural properties and nail bearing are of significant importance. In addition to the special 

species, grade and adhesive bond requirements set forth in the tabulation below, Structural I 

panels shall meet all other requirements in this Standard for the applicable types and grades. 

 19
Grade Bond Performance Species 

Structural I(a)

 C-D 

 C-D Plugged 

 Underlayment 

Shall meet the requirements of 

5.7.1 for Exposure 1 

Face, back and all inner plies 

limited to Group 1 species 

Structural I 

 All Exterior grades 

 (See Table 3) 

Shall meet the requirements of 5.7.2 

for Exterior 

Face, back and all inner plies 

limited to Group 1 species 

(a) Special limitations applying to Structural I (C-D, C-D Plugged, Underlayment) grade panels are: 

 — In D grade veneers, white pocket in any area larger than the size of the largest knothole, 

 pitch pocket or split specifically permitted in D grade shall not be permitted in any ply. 

 — Sound tight knots in D grade shall not exceed 63.5 mm (2-1/2 in) measured across the 

 grain, except as provided in Table 5. 

 — Plugs, including multiple repairs, shall not exceed 102 mm (4 in) in width. 

 — Panel construction shall be as specified in Section 5.8. 

5.6.6 Special Exterior 

An Exterior panel that is produced from any species covered by this Standard. Except in regard 

to species, it shall meet all of the requirements for Marine panels (see Section 5.6.1) and be 

produced in one of the following grades: A-A, A-B, B-B, High Density Overlay, or Medium 

Density Overlay. 

5.6.7 Overlays 

For overlaid plywood, the grade designation for face and back, as given in Table 3, refers to the 

veneer directly beneath the overlay. All overlaid plywood shall be overlaid on two sides unless 

otherwise agreed to between buyer and seller. When only one side is overlaid (or when a 

backer sheet is applied), the back shall be C or better. The surface of overlaid plywood shall be 

smooth, or uniformly textured, although some evidence of underlying grain shall be permitted. 

5.6.7.1 High Density Overlay - Concrete Form 

HDO Concrete Form plywood shall be manufactured with thermosetting phenolic resin 

impregnated cellulose-fiber sheet or sheets bonded to the working face. The overlay layer shall 

consist of a sheet or sheets, containing not less than 52% phenolic resin content, based on the 

volatile-free weight of fiber and resin. The thickness of resin-impregnated materials for each 

working face shall be not less than 0.30 mm (0.012 in) thick before pressing and shall weigh not 

less than 290 g per m2

 (60 pounds per 1000 ft2) in the ready-to-use condition. When the overlay 

layer is composed of MDO cushion sheet and HDO cap sheet (or sheets), the MDO sheet shall 

be not less than 34% phenolic resin content based on the volatile-free weight of resin and fiber, 

exclusive of bond line. 

5.6.7.2 High Density Overlay - Industrial 

HDO Industrial plywood is typically used for highway signs or industrial applications. HDOIndustrial plywood shall be manufactured with thermosetting phenolic resin impregnated 

cellulose-fiber sheet or sheets bonded to the working face. The overlay layer shall consist of a 

sheet or sheets, containing not less than 45% phenolic resin content based on the volatile-free 

weight of fiber and resin. The thickness of resin-impregnated materials for each working face 

shall be not less than 0.30 mm (0.012 in) thick before pressing and shall weigh not less than 

290 g per m2

 (60 pounds per 1000 ft2) in the ready-to-use condition. When the overlay layer is 

composed of MDO cushion sheet and HDO cap sheet (or sheets), the MDO sheet shall be not 

less than 34% resin content based on the volatile-free weight of resin and fiber, exclusive of 

bond line. 

 20
5.6.7.3 Medium Density Overlay - Concrete Form 

MDO Concrete Form plywood shall be manufactured with thermosetting phenolic resin 

impregnated cellulose-fiber sheet or sheets bonded to the working face. The overlay layer shall 

consist of a sheet or sheets, containing not less than 34% phenolic resin content based on the 

volatile-free weight of fiber and resin, but exclusive of bond line. The thickness of resinimpregnated materials for each working face shall be not less than 0.30 mm (0.012 in) thick 

after pressing and shall weigh not less than 280 g per m2

 (58 pounds per 1000 ft2) including both 

resin and fiber, but exclusive of bond line. Unless otherwise agreed upon between buyer and 

seller, MDO Concrete Form plywood shall be treated with a release agent. 

5.6.7.4 Medium Density Overlay – General 

MDO General plywood shall be manufactured with thermosetting phenolic resin impregnated 

cellulose-fiber sheet or sheets bonded to the working face. The overlay layer shall consist of a 

sheet or sheets, containing not less than 27% phenolic resin content based on the volatile-free 

weight of fiber and resin, but exclusive of bond line. The thickness of resin-impregnated 

materials for each working face shall be not less than 0.30 mm (0.012 in) thick after pressing 

and shall weigh not less than 280 g per m2

 (58 pounds per 1000 ft2) including both resin and 

fiber, but exclusive of bond line. The resin-treated facing on the finished product shall be 

suitable for painting. 

5.6.7.5 Special overlays 

These are surfacing materials having resin systems, resin-treated fiber materials, or special 

characteristics that do not fit the particular description of High Density or Medium Density 

overlays as given in Sections 5.6.7.1, 5.6.7.2, 5.6.7.3, or 5.6.7.4. Special Overlays shall meet 

the adhesive bond requirements for overlaid plywood. (See 5.7.2.2.) Although designed for a 

wide variety of uses, this overlaid plywood shall be Exterior, including the base panel, bond of 

overlay to the panel, and the overlay itself. Panels shall be identified as "Special Overlay." 

5.7 Adhesive bond requirements for a panel or a lot 

The adhesive bond shall meet the requirements below. 

5.7.1 Exposure 1 

A panel shall be considered as meeting Exposure 1 adhesive bond requirements of this 

Standard if the test specimens taken from a panel average 80% wood failure or greater when 

tested in accordance with Section 6.1.3. 

Lots represented by test panels shall be considered as meeting the requirements of this 

Standard if the minimum requirements of (a) and (b) are met: 

(a) The average wood failure of all test specimens, regardless of the number of panels tested, 

shall be not less than 80%; and 

(b) When more than one panel is tested: 

(1) At least 90% of the panels represented by the test pieces shall have 60% wood 

failure or better, and 

(2) At least 95% of the panels represented by the test pieces shall have 30% wood 

failure or better. 

 21
The requirements of Section 5.7.1 are applicable separately and independently to the results 

obtained from the vacuum-pressure test (Section 6.1.3.2) and the boiling test (Section 6.1.3.3). 

Specimens cut through localized characteristics permitted in the grade shall be discarded. Test 

specimens showing delamination in excess of 3.2 mm (1/8 in) deep and 25.4 mm (1 in) long 

shall be rated as zero (0)% wood failure. 

5.7.1.1 Heat performance 

Panels shall meet the heat performance requirements for Exterior adhesives. (See Section 

5.7.2.1.) 

5.7.2 Exterior 

When tested in accordance with Section 6.1.3, Exterior plywood shall be considered as meeting 

the adhesive bond requirements of this Standard if the test specimens taken from a panel 

average 85% wood failure or greater. 

Lots represented by test panels shall be considered as meeting the requirements of this 

Standard if the minimum requirements of (a) and (b) are met: 

(a) The average wood failure of all test specimens, regardless of the number of panels tested, 

shall be not less than 85%; and 

(b) When more than one panel is tested: 

(1) At least 75% of the panels represented by the test pieces shall have 80% wood 

failure or better; 

(2) At least 90% of the panels represented by the test pieces shall have 60% wood 

failure or better; and 

(3) At least 95% of the panels represented by the test pieces shall have 30% wood 

failure or better. 

The requirements of Section 5.7.2 are applicable separately and independently to the results 

obtained from the vacuum-pressure test (Section 6.1.3.2) and the boiling test (Section 6.1.3.3). 

Specimens cut through localized characteristics permitted in the grade shall be discarded. Test 

specimens showing delamination in excess of 3.2 mm (1/8 in) deep and 25.4 mm (1 in) long 

shall be rated as zero (0)% wood failure. 

5.7.2.1 Heat performance 

Exterior plywood shall be considered as meeting the requirements of this section if there is no 

delamination in any specimen, except when occurring at a localized characteristic permitted in 

the grade when tested in accordance with Section 6.1.3.4. When testing overlaid plywood, 

blisters or bubbles in the surface caused by combustion shall not be considered as 

delamination. 

5.7.2.2 Overlaid plywood 

The bond between veneers of overlaid plywood as well as the bond between the overlay and 

the base panel shall meet the wood failure requirements described in Section 5.7.2 for Exterior 

plywood. In evaluating specimens for separation of the resin-treated face from the plywood, 

fiber failure shall be considered the same as wood failure. 

 22
5.8 Panel constructions and workmanship 

Constructions for all panels shall conform to the minimum number of plies and layers as set 

forth in Table 4. The proportion of wood with grain perpendicular to panel face grain shall be 

not less than 33% nor more than 70% of the total panel thickness. The combined thickness of 

inner layers in panels having 4 or more plies shall be not less than 45% of the total panel 

thickness. For application of these requirements, the panel thickness shall be the actual 

finished panel thickness and the veneer thickness shall be the dry veneer thickness before 

layup. 

The grain of all layers shall be perpendicular to the grain of adjacent layers and to the ends or 

edges of the panel. The entire area of each contacting surface of the adjacent plies, including 

repairs, shall be bonded with an adhesive in a manner to assure compliance with the 

performance requirements for its type as set forth in the test described in Section 6. 

For the purpose of veneer repairing or edge joining, strings, ribbons, or tapes up to 9.5 mm 

(3/8 in) maximum width can occur in a bond line and shall be considered as allowable localized 

characteristics in the evaluation of bond line test specimens. Wider strings, ribbons, or tapes 

shall not be used for veneer repairing or joining unless they are pre-qualified to show bonding 

equal to the required bonding for the panel. Bond line test specimens cut to include the strings, 

ribbons, or tapes wider than 9.5 mm (3/8 in) shall not be discarded because of the presence of 

these materials. 

Veneer strips shall not be joined by string stitching. 

Rough or unsanded plywood shall be permitted to have paper tape on either face or back, or 

both; except that, in C-C Exterior, no tape used for veneer splicing shall be permitted. 

Shims or strips of veneer shall not be used to repair panel edge voids. However, filling of 

permissible edge voids with synthetic fillers neatly applied shall be allowed, except as prohibited 

in Marine grades. (See Section 5.6.1.) Staples or pins of metal or synthetic material shall be 

prohibited. 

Where face or back plies consist of more than one piece of edge joined veneer, gaps between 

adjacent pieces shall be graded as splits. 

End butt joints shall only be used under the following conditions: 

(a) Decorative grades as provided in Section 5.6.2. 

(b) Butt joints having a total aggregate width not exceeding the width of the panel shall occur 

in the center ply of 5-ply, 5-layer panels. The butt joints shall be perpendicular to the grain 

of the panel face and back plies. The use of butt-jointed centers shall be allowed in 

Exposure 1 sanded grades in thicknesses up to and including 12.7 mm (1/2 in), and in C-D 

and C-D Plugged thicknesses up to and including 19.1 mm (3/4 in). End butt joints shall 

not be used in Structural I panels. Panels with butt joints in center plies shall be marked 

"butt-jointed center" as specified in Section 7.3. 

Plywood shall be clean and free from blisters, laps and other characteristics, except as 

expressly permitted in Section 5.8 and its subsections. Panels shall have no continuous holes 

or through openings from face to back. 

 23
Table 4. Panel constructions (minimum number of plies and layers) 

Panel Grades 

Finished Panel 

Thickness Range 

Minimum 

Number 

of Plies 

Minimum 

Number 

of Layers 

Exterior 

 Marine 

 Special Exterior (See 5.6.6 ) 

 B-B Concrete form 

 B-C Concrete form 

 HDO Industrial A-A, B-B, B-C 

 HDO Concrete Form A-A, B-B, B-C 

 MDO Concrete Form B-B, B-C 

Through 9.5 mm (3/8 in) 

Over 9.5 mm (3/8 in), through 19.1 mm (3/4 in) 

Over 19.1 mm (3/4 in) 

3 

5 

7 

3 

5 

7 

Exposure 1 

 N-N, N-A, N-B, N-D, A-A, A-B, 

 A-D, B-B, B-D 

 Structural I (C-D, C-D Plugged 

 and Underlayment) 

Exterior 

 A-A, A-B, A-C, B-B, B-C 

 Structural I (C-C and 

 C-C Plugged) (See 5.6.5) 

 MDO General B-B, B-C 

 Special Overlays 

Through 9.5 mm (3/8 in) 

Over 9.5 mm (3/8 in), through 12.7 mm (1/2 in) 

Over 12.7 mm (1/2 in), through 22.2 mm (7/8 in) 

Over 22.2 mm (7/8 in) 

3 

4 

5 

6 

3 

3 

5 

5 

Exposure 1 

 

 Underlayment 

Exterior 

 C-C Plugged 

Through 12.7 mm (1/2 in) 

Over 12.7 mm (1/2 in), through 19.1 mm (3/4 in) 

Over 19.1 mm (3/4 in) 

3 

4 

5 

3 

3 

5 

Exposure 1 

 

 C-D 

 C-D Plugged 

 D-D 

Exterior 

 C-C 

Through 15.9 mm (5/8 in) 

Over 15.9 mm (5/8 in), through 19.1 mm (3/4 in) 

Over 19.1 mm (3/4 in) 

3 

4 

5 

3 

3 

5 

5.8.1 Crossband gaps and center gaps 

Crossband gaps or center gaps, except as noted for plugged crossband and jointed crossband, 

shall not exceed 25.4 mm (1 in) in width for a depth of 203 mm (8 in) measured from panel 

edge. The average of all gaps occurring in a panel shall not exceed 12.7 mm (1/2 in). Where 

inner layers are thicker than 6.4 mm (1/4 in), gaps in the laminated plies shall be offset 

25.4 mm (1 in) if over 6.4 mm (1/4 in) wide. 

Where plugged inner plies are specified, inner plies shall be of C Plugged veneer, and gaps 

between adjacent pieces of inner plies shall not exceed 12.7 mm (1/2 in). 

Where jointed inner plies are specified, gaps between pieces of inner plies shall not exceed 

9.5 mm (3/8 in), and the average of all gaps occurring in a panel shall not exceed 4.8 mm 

(3/16 in). 

 24
5.8.2 Veneer requirements 

The veneers used in each ply of each panel and the completed panel shall conform with the 

applicable veneer grade and with the construction and workmanship requirements given herein. 

Additionally, in recognition of the requirements of selected end uses, the type and frequency of 

specific characteristics shall be further limited for grades in Table 5. 

Table 5. Characteristics prohibited or restricted in certain panel grades 

Panel Grade 

Designation Description and Number of Characteristics Per Panel 

N-N, N-A No crossband laps adjacent to faces and backs 

N-B No crossband laps adjacent to N faces 

No more than 2 crossband laps adjacent to B grade side (Section 5.8.3) 

Laps are limited to 4.8 mm (3/16 in) 

N-D No crossband laps adjacent to faces 

No more than a total of 2 of any combination of the following: 

 — Knothole in D veneer over 63.5 mm (2-1/2 in) but not over 76.2 mm (3 in) 

 — Split in D veneer over 12.7 mm (1/2 in) but not over 25.4 mm (1 in) 

 — Crossband lap adjacent to backs 

Underlayment 

and C-C 

Plugged 

No knotholes in veneer adjacent to face over 25.4 mm (1 in) across the grain where C grade is required per 

Tables 2 and 3 

No knotholes in veneer adjacent to face over 63.5 mm (2-1/2 in) where D grade is permitted or over 38.1 mm 

(1-1/2 in) where C grade is permitted per 5.6.3 

No laps adjacent to face 

Structural I C-D No splits in faces over 6.4 mm (1/4 in) 

No splits in backs over 12.7 mm (1/2 in) 

No more than a total of 2 of any combination of the following: 

 — Knothole in C veneer over 25.4 mm (1 in) but not over 38.1 mm (1-1/2 in) 

 — Knot in D backs over 63.5 mm (2-1/2 in) but not over 76.2 mm (3 in) 

 — Knothole in D veneer over 63.5 mm (2-1/2 in) but not over 76.2 mm (3 in) 

 — Crossband lap adjacent to faces (See Section 5.8.4) 

 — Crossband lap adjacent to backs (See Section 5.8.4) 

Structural I C-D 

Plugged 

No splits in backs over 12.7 mm (1/2 in) 

No more than a total of 2 of any combination of the following: 

 — Knot in D backs over 63.5 mm (2-1/2 in) but not over 76.2 mm (3 in) 

 — Knothole in D veneer over 63.5 mm (2-1/2 in.) but not over 76.2 mm (3 in) 

 — Crossband lap adjacent to faces (See Section 5.8.4) 

 — Crossband lap adjacent to backs (See Section 5.8.4) 

Structural I 

Underlayment 

No knotholes in core veneer next to face over 25.4 mm (1 in) 

No crossband laps adjacent to faces 

No splits in backs over 12.7 mm (1/2 in) 

No more than a total of 2 of any combination of the following: 

 — Knot in D backs over 63.5 mm (2-1/2 in) but not over 76.2 mm (3 in) 

 — Knothole in D veneer over 63.5 mm (2-1/2 in) but not over 76.2 mm (3 in) 

 — Crossband lap adjacent to backs (See Sections 5.8.3, 5.8.4) 

5.8.3 Sanded panels 

Unless otherwise specified, sanded plywood shall be sanded on two sides. Sanding 

characteristics for N, A, B, and C Plugged faces shall be as given in Section 5.4. Exposed N, A, 

and B veneer surfaces of panels shall have the bark or tight surface out. Plies directly under the 

surface of overlaid panels are not considered exposed veneers. Faces and backs of panels 

shall be full width and full length; except that C grade and D grade backs shall be permitted to 

be narrow on one edge or short on one end only, but by not more than 3.2 mm (1/8 in) for half 

the panel length or width. Inner plies shall be full width and length; except that panels other 

than Marine shall be permitted to have one edge or end void not exceeding 3.2 mm (1/8 in) in 

depth and 203 mm (8 in) in length per panel. Except as otherwise specified in Table 5 for 

specific panel grade designations, crossband veneers not exceeding 3.2 mm (1/8 in) in 

thickness shall be permitted to be lapped but by not more than 4.8 mm (3/16 in) when adjacent 

 25
to faces, or 12.7 mm (1/2 in) when adjacent to backs, and provided such laps create no 

adjacent visible openings. Sanding characteristics resulting from crossband laps shall not be 

permitted in panel faces. 

5.8.4 Unsanded and touch-sanded panels 

Grade C or D veneers shall be permitted to be lapped by not more than 12.7 mm (1/2 in) 

provided such laps shall create no adjacent visible opening. Additional limitations on laps 

adjacent to panel faces and backs are included in Table 5. All plies of C-D and D-D panels shall 

be full length and full width except that no more than half the length of one edge nor half the 

width of one end shall be permitted to contain short or narrow plies, provided: 

(a) Such plies shall not be short or narrow by more than 4.8 mm (3/16 in) except that 

crossbands shall be permitted to be short by 12.7 mm (1/2 in) and centers shall be 

permitted to be narrow by 12.7 mm (1/2 in) provided they taper to within 4.8 mm (3/16 in) 

or less of the panel edge in 203 mm (8 in). 

(b) When short or narrow by more than 4.8 mm (3/16 in), the aggregate area in the plane of 

the plies of such edge characteristics shall not exceed 39 cm2 (6 in2

) in the entire panel. 

(c) Such edge characteristics shall not occur in more than one ply at any panel cross section. 

In grades other than C-D and D-D, backs shall be permitted to be narrow on one edge or short 

on one end only, but by not more than 3.2 mm (1/8 in) for half the panel length or width; inner 

plies shall be full width and length except that one edge or end void not exceeding 3.2 mm 

(1/8 in) in depth and 203 mm (8 in) in length per panel, shall be acceptable. 

Panels manufactured as C-C, C-D, D-D, Structural I C-C and Structural I C-D shall not be 

sanded, touch-sanded, surface textured, or thickness sized by any mechanical means. 

However, sanded or touch-sanded panels which do not meet the grades for which they were 

intended shall not be reclassified and marked as C-C, C-D or D-D, unless the panels meet all 

applicable requirements for C-C, C-D or D-D and the finished face and back veneers after 

sanding each have a minimum net thickness equal to 90% of the applicable thickness in Table 6 

or in the mill specification. (See Section 5.8.7.3.) 

 26
Table 6. Span ratings for sheathing and single-floor panels based on Prescriptive Specifications (For special ply-layer 

and species requirements applicable to STRUCTURAL I panels, see Section 5.6.5 and Table 4. For crossband and total 

inner ply thickness proportion requirements, see Section 5.8.) 

Minimum Face & Back Veneer Thickness 

Before Pressing, for Species Group(b)

Span 

Rating 

(a) Panel 

Thickness 

Minimum 

Number 

of PliesLayers 1 2 3 4 

Inner Ply 

Species 

Group 

Sheathing Panels (C-D, C-C) 

12/0 7.9 mm (5/16 in) 3-3 2.1 mm (1/12 in) 2.1 mm (1/12 in) 2.1 mm (1/12 in) 2.1 mm (1/12 in) 1, 2, 3 or 4 

16/0 7.9 mm (5/16 in) 

8.7 mm (11/32 in) 

3-3 

3-3 

2.1 mm (1/12 in) 

2.1 mm (1/12 in) 

2.1 mm (1/12 in) 

2.1 mm (1/12 in) 

2.1 mm (1/12 in) 

2.1 mm (1/12 in) 

(c) 

2.1 mm (1/12 in) 

1, 2, 3 or 4 

1, 2, 3 or 4 

20/0 7.9 mm (5/16 in) 

8.7 mm (11/32 in) 

9.5 mm (3/8 in) 

3-3 

3-3 

3-3 

2.1 mm (1/12 in) 

2.1 mm (1/12 in) 

2.5 mm(1/10 in) 

(c) 

2.1 mm (1/12 in) 

2.5 mm (1/10 in) 

(c) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

(c) 

2.5 mm (1/10 in) 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

24/0 9.5 mm (3/8 in) 

10.3 mm (13/32 in) 

12.7 mm (1/2 in) 

3-3 

3-3 

3-3 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

(c) 

2.5 mm (1/10 in) 

(c) 

(c) 

2.5 mm (1/10 in) 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

32/16 12.7 mm (1/2 in) 

13.5 mm (17/32 in) 

15.9 mm (5/8 in) 

3-3 

3-3 

3-3 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(d) 

4.2 mm (1/6 in) 

2.5 mm (1/10 in) 

(d) 

(c) 

4.2 mm (1/6 in) 

(d) 

(c) 

(c) 

(d) 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

40/20 15.9 mm (5/8 in) 

16.7 mm (21/32 in) 

19.1 mm (3/4 in) 

19.8 mm (25/32 in) 

3-3 

3-3 

4-3 

4-3 

(d) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

4.2 mm (1/6 in) 

3.2 mm (1/8 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

4.2 mm (1/6 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

(c) 

3.2 mm (1/8 in) 

2.5 mm (1/10 in) 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

48/24 19.1 mm (3/4 in) 

19.8 mm (25/32 in) 

22.2 mm (7/8 in) 

23 mm (29/32 in) 

4-3 

4-3 

5-5 

5-5 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

4.2 mm (1/6 in) 

3.2 mm (1/8 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

4.2 mm (1/6 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

(c) 

(c) 

3.2 mm (1/8 in) 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

Single-Floor Panels (UNDERLAYMENT, C-C Plugged) 

16 o.c. 12.7 mm (1/2 in) 

15.1 mm (19/32 in) 

15.9 mm (5/8 in) 

3-3 

4-3 

4-3 

2.5 mm (1/10 in) 

(d) 

(d) 

(c) 

(d) 

(d) 

(c) 

(d) 

(d) 

(c) 

4.2 mm (1/6 in) 

(d) 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

20 o.c. 15.1 mm (19/32 in) 

15.9 mm (5/8 in) 

18.3 mm (23/32 in) 

19.1 mm (3/4 in) 

4-3 

4-3 

4-3 

4-3 

(d) 

(d) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

4.2 mm (1/6 in) 

3.2 mm (1/8 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

4.2 mm (1/6 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

(c) 

(c) 

3.2 mm (1/8 in) 

2.5 mm (1/10 in) 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

24 o.c. 18.3 mm (23/32 in) 

19.1 mm (3/4 in) 

22.2 mm (7/8 in) 

4-3 

4-3 

5-5 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

2.5 mm (1/10 in) 

4.2 mm (1/6 in) 

3.2 mm (1/8 in) 

2.5 mm (1/10 in) 

4.8 mm (3/16 in) 

4.2 mm (1/6 in) 

2.5 mm (1/10 in) 

(c) 

(c) 

3.2 mm (1/8 in) 

1, 2, 3 or 4 

1, 2, 3 or 4 

1, 2, 3 or 4 

48 o.c. 28.6 mm (1-1/8 in) 

28.6 mm (1-1/8 in) 

28.6 mm (1-1/8 in) 

28.6 mm (1-1/8 in) 

7-5 

7-5 

7-7 

7-7 

3.2 mm (1/8 in) 

3.6 mm (1/7 in) 

2.5 mm (1/10 in) 

3.2 mm (1/8 in) 

4.2 mm (1/6 in) 

4.2 mm (1/6 in) 

4.2 mm (1/6 in) 

4.2 mm (1/6 in) 

(c) 

(c) 

4.8 mm (3/16 in) 

4.8 mm (3/16 in) 

(c) 

(c) 

(c) 

(c) 

1 or 2 

1, 2 or 3 

1 

1, 2 or 3 

(a) See Section 5.8.5 for description. 

(b) Intermixing between species groups and/or thicknesses in the faces and backs of panels is permitted. Use the lowest applicable span rating 

to identify the panel. Also see Section 5.5.1. (c) Not permitted. 

(d) A minimum of 3.2 mm (1/8 in) for 3, 4 and 5-ply 3-layer panels per 5.5.1. A minimum of 2.5 mm (1/10 in) for 5-ply 5-layer panels. (e) Unless otherwise noted in the grademark, the 20 ̋ o.c. span rating is intended to be used over supports spaced at 19.2 ̋ o.c. 

5.8.5 Span ratings for unsanded and touch-sanded panels 

Grade-trademarking of C-C, C-D, D-D, Structural I C-C, Structural I C-D, and of C-C Plugged 

and Underlayment to be used as combination subfloor-underlayment (single floor) shall include 

a "span rating." The numbers are presented as a fraction in the marking of sheathing grades of 

plywood, and as a single number for C-C Plugged and Underlayment. They describe the 

maximum spans in inches under normal use conditions and are in accordance with commonly 

accepted criteria. Panels for which there is no span rating shall be identified by largest species 

group number of the face and back, or by the span rating of the next thinner comparable panel. 

 27
Sheathing panels manufactured 0.8 mm (1/32 in) over standard thickness shall be permitted to 

be identified as the standard thickness. 

For sheathing, the left-hand number shall refer to spacing of roof framing, and the right-hand 

number shall relate to spacing of the floor framing. The single number for Underlayment and 

C-C Plugged refers to spacing of the floor framing in single floor applications. Actual maximum 

spans are established by local building codes. 

When used as single floor, panels shall also meet the grade requirements of Section 5.6.3. 

The span rating number is related to species and thickness of the panel face and back veneers, 

and panel thickness. It shall be established by either procedure (a) or (b): 

(a) By specification as detailed in Table 6, or 

(b) By performance testing to satisfy the strength, stiffness and bond criteria as detailed in 

Section 5.8.6. Such performance testing shall be performed by a qualified testing agency, 

as described in Section 7.2. 

5.8.6 Performance testing qualification requirements for span-rated panels 

5.8.6.1 General 

Acceptance of performance tested plywood under this Standard is based upon testing of panel 

strength, stiffness and bond performance. Panels selected for testing shall be of near minimum 

grade and near minimum thickness. Panel average thickness shall be established in 

accordance with Section 5.10.2, except that all four measurements shall be taken as described. 

All provisions of veneer grade and panel workmanship are applicable. 

5.8.6.2 Performance testing 

Panels qualified by performance testing shall satisfy the criteria called for in Section 5.8.6 when 

tested in accordance with Sections 5.8.6.3 and 5.8.6.4. 

5.8.6.3 Structural performance 

Concentrated loads

Test a maximum of 20 specimens taken from at least 10 panels. Ten specimens (taken from at 

least five panels) for each test exposure condition shall be evaluated for both concentrated 

static and impact loads according to Section 6.2.1. Requirements are found in Table 7. If 

additional tests are needed, they shall also consist of 10 specimens, and the results of the two 

10-specimen sets shall be combined. Only one additional test set is allowed. If the combined 

results meet or exceed the minimum passing rate, the sample passes. 

Deflection – The initial test set consists of 10 specimens. 

The average deflection shall not be greater than the appropriate requirement in Table 7. 

• If no more than one value is above the requirement, the sample passes. 

• If two or three values are above the requirement, test an additional set. 

• If four or more values are above the requirement, the sample fails. 

• If ten additional specimens are tested, the combined passing rate shall be at least 85%. 

Ultimate load – The initial test set consists of 10 specimens. 

The average load shall not be less than the appropriate requirement in Table 7. 

• If all of the values meet or exceed the requirement, the sample passes. 

 28
• If one of the values is below the requirement, test an additional set. 

• If two or more values are below the requirement, the sample fails. 

• If ten additional specimens are tested, the combined passing rate shall be at least 95%. 

Uniform loads

Test a maximum of 20 specimens taken from at least 10 panels. Ten specimens (taken from at 

least five panels) for each test exposure condition shall be evaluated for uniform load capacity 

according to Section 6.2.2. Test requirements are found in Table 8. If additional tests are 

needed, they shall also consist of 10 specimens, and the results of the two 10-specimen sets 

shall be combined. Only one additional test set is allowed. If the combined results meet or 

exceed the minimum passing rate, the sample passes. 

Deflection – The average deflection shall not be greater than that specified. The initial test 

consists of 10 specimens. 

• If the average value is below the requirement, the sample passes. 

• If the average value is above the requirement, test an additional set. 

• If the average value based on combined results is above the requirement, the sample 

fails. 

Ultimate load – The initial test consists of 10 specimens. The average load shall not be less 

than the appropriate requirement in Table 8. 

• If all of the values meet or exceed the requirement, the sample passes. 

• If one of the values is below the requirement, test an additional set. 

• If two or more values are below the requirement, the sample fails. 

• If ten additional specimens are tested, the combined passing rate shall be at least 95%. 

 29
Table 7. Concentrated static and impact test performance criteria for panels tested 

according to Section 6.2.1 

Performance Requirement 

Minimum Ultimate Load 

Static Following Impact(b)

Maximum Deflection 

End Use – Span Under 0.89 kN (200 lbf) Load 

Rating 

Test Exposure 

Conditions(a) kN lbf kN lbf mm in 

Roof – 16 Dry 

Wet 1.78 400 1.33 300 11.1(c)(d) 0.438(c)(d)

Roof – 20 Dry 

Wet 1.78 400 1.33 300 11.9(c)(d) 0.469(c)(d)

Roof – 24 Dry 

Wet 1.78 400 1.33 300 12.7(c)(d) 0.500(c)(d)

Roof – 32 Dry 

Wet 1.78 400 1.33 300 12.7(c)(d) 0.500(c)(d)

Roof – 40 Dry 

Wet 1.78 400 1.33 300 12.7(c)(d) 0.500(c)(d)

Roof – 48 Dry 

Wet 1.78 400 1.33 300 12.7(c)(d) 0.500(c)(d)

Roof – 54 Dry 

Wet 1.78 400 1.33 300 12.7(c)(d) 0.500(c)(d)

Roof – 60 Dry 

Wet 1.78 400 1.33 300 12.7(c)(d) 0.500(c)(d)

Subfloor – 16 Dry 

Wet/Redry 1.78 400 1.78 400 4.8(c) 0.188(c)

Subfloor – 20 Dry 

Wet/Redry 1.78 400 1.78 400 5.6(c) 0.219(c)

Subfloor – 24 Dry 

Wet/Redry 1.78 400 1.78 400 6.4(c) 0.250(c)

Subfloor – 32 Dry 

Wet/Redry 2.45 550 1.78 400 5.3(c) 0.207(c)

Subfloor – 48 Dry 

Wet/Redry 2.45 550 1.78 400 8.0(c) 0.313(c)

Single Floor - 16 Dry 

Wet/Redry 2.45 550 1.78 400 2.0(e) 0.078(e)

Single Floor - 20 Dry 

Wet/Redry 2.45 550 1.78 400 2.4(e) 0.094(e)

Single Floor - 24 Dry 

Wet/Redry 2.45 550 1.78 400 2.7(e) 0.108(e)

Single Floor - 32 Dry 

Wet/Redry 3.11 700 1.78 400 2.2(e) 0.088(e)

Single Floor - 48 Dry 

Wet/Redry 3.11 700 1.78 400 3.4(e) 0.133(e)

(a) Wet/redry shall be exposure to three days of continuous wetting, followed by testing dry. Wet 

conditioning shall be exposure to three days of continuous wetting, then tested wet. Dry shall be as 

received or conditioned in accordance with ASTM E 661. 

(b) Impact shall be 102 N•m (75 lbf•ft) for span ratings up to 24, 122 N•m (90 lbf•ft) for 32, 163 N•m 

(120 lbf•ft) for 40, and 203 N•m (150 lbf•ft) for 48 and greater. (c) Criteria apply under static concentrated load. They do not apply following impact. (d) Deflection after wet conditioning not applicable. (e) Criteria apply under static concentrated load and following impact. (f) Unless otherwise noted in the grademark, the 20 ̋ o.c. span rating is intended to be used over supports 

spaced at 19.2 ̋ o.c. 

 30
Table 8. Uniform load performance criteria for panels tested according to Section 6.2.2 

Performance Requirement Minimum Ultimate 

Uniform Load 

End Use - 

Span Rating 

Test Exposure 

Conditions(b) Average Deflection Under Load kPa lbf/ft2

Wall –16 Dry Not applicable 3.6(c) 75(c)

Wall – 24 Dry Not applicable 3.6(c) 75(c)

Roof - 16(a) Dry 1.7 mm at 1.68 kPa (0.067 in. at 35 lbf/ft2) 7.2 150 

Roof - 20(a) Dry 2.0 mm at 1.68 kPa (0.080 in. at 35 lbf/ft2) 7.2 150 

Roof - 24(a) Dry 2.5 mm at 1.68 kPa (0.100 in. at 35 lbf/ft2) 7.2 150 

Roof – 32 Dry 3.4 mm at 1.68 kPa (0.133 in. at 35 lbf/ft2) 7.2 150 

Roof – 40 Dry 4.2 mm at 1.68 kPa (0.167 in. at 35 lbf/ft2) 7.2 150 

Roof – 48 Dry 5.1 mm at 1.68 kPa (0.200 in. at 35 lbf/ft2) 7.2 150 

Roof – 54 Dry 5.7 mm at 1.68 kPa (0.225 in. at 35 lbf/ft2) 7.2 150 

Roof – 60 Dry 6.4 mm at 1.68 kPa (0.250 in. at 35 lbf/ft2) 7.2 150 

Subfloor – 16 Dry 

Wet/Redry 

1.1 mm at 4.79 kPa (0.044 in. at 100 lbf/ft2) 15.8 330 

Subfloor – 20 Dry 

Wet/Redry 

1.3 mm at 4.79 kPa (0.053 in. at 100 lbf/ft2) 15.8 330 

Subfloor – 24 Dry 

Wet/Redry 

1.7 mm at 4.79 kPa (0.067 in. at 100 lbf/ft2) 15.8 330 

Subfloor – 32 Dry 

Wet/Redry 

2.2 mm at 4.79 kPa (0.088 in. at 100 lbf/ft2) 15.8 330 

Subfloor – 48 Dry 

Wet/Redry 

3.4 mm at 3.83 kPa (0.133 in. at 80 lbf/ft2) 10.8 225 

Single Floor – 16 Dry 

Wet/Redry 

1.1 mm at 4.79 kPa (0.044 in. at 100 lbf/ft2) 15.8 330 

Single Floor – 20 Dry 

Wet/Redry 

1.3 mm at 4.79 kPa (0.053 in. at 100 lbf/ft2) 15.8 330 

Single Floor – 24 Dry 

Wet/Redry 

1.7 mm at 4.79 kPa (0.067 in. at 100 lbf/ft2) 15.8 330 

Single Floor – 32 Dry 

Wet/Redry 

2.2 mm at 4.79 kPa (0.088 in. at 100 lbf/ft2) 15.8 330 

Single Floor – 48 Dry 

Wet/Redry 

3.4 mm at 3.83 kPa (0.133 in. at 80 lbf/ft2) 10.8 225 

(a) Panels with Roof – 16 and Roof - 20 rating shall also meet performance requirements for Wall - 16 rating. Panels with 

Roof - 24 rating shall also meet requirements for Wall - 24 rating. 

(b) Wet/Redry shall be exposure to three days of continuous wetting, followed by testing dry. Dry shall be as received or 

conditioned in accordance with ASTM E 661. 

(c) The panel strength axis shall be placed along the supports for testing, unless otherwise specified. (d) Unless otherwise noted in the grademark, the 20” o.c. span rating is intended to be used over supports spaced at 

19.2” o.c. 

5.8.6.4 Bond performance 

Panels shall be classed as “Exposure 1” or “Exterior.” 

Exposure 1 — Panels rated as “Exposure 1” shall be so identified and shall satisfy the bond 

requirements as specified in Section 5.7.1. 

Exterior — Panels rated as “Exterior”' shall be so identified and shall satisfy the bond 

requirements specified in Section 5.7.2. 

5.8.6.5 Product evaluation 

 31
Mill specification — Upon conformance with the appropriate requirements of Sections 5.8.6.3 

and 5.8.6.4, a manufacturing specification unique to the product and mill shall be written based 

on product evaluation. This specification shall be used for quality assurance purposes by the 

manufacturer and the qualified testing agency, according to Section 5.8.7.3. Product evaluation 

will be accomplished on the same lot supplied by the manufacturer for qualification testing. 

Reference values shall be established during product evaluation or from applicable performance 

requirements in this Standard. The mill specification shall contain the following information: 

Panel construction — Panels shall be defined as to veneer species and construction. 

Thickness — The reference value shall be the average panel thickness less 1.932 standard 

deviations (the 95% lower tolerance limit at 75% confidence) for twenty panels as sampled 

under Section 5.8.6.1. 

Mechanical properties 

Bending stiffness — Twenty tests (specimens taken from at least ten panels) shall be 

evaluated for bending stiffness both along and across the major panel axis according to 

the procedures of Section 6.2.3. The reference value for each panel direction shall be 

the lower value of a 90% confidence interval established on the mean. 

Bending strength — Ten tests (specimens taken from ten different panels) shall be 

tested for maximum bending moment both along and across the major panel axis 

according to the procedures of Section 6.2.3. The reference values for each panel 

direction will be the minimum observed value, or the sample mean less 1.8 times the 

sample standard deviation, whichever is the higher value. 

5.8.7 Performance testing qualification requirements for other than span-rated panels 

5.8.7.1 General 

Panels using species as provided in Section 5.2.4 shall be qualified for use under this Standard 

based upon testing of panel strength and stiffness in accordance with Section 5.8.7.2. Results 

of testing shall establish a Group classification for use as required in Section 7.3 (a). Group 

classification established by panel testing shall be determined by the largest Group number 

obtained from all performance tests. 

5.8.7.2 Performance testing 

Bending stiffness — A minimum of twenty tests (specimens taken from at least ten panels) 

shall be evaluated for bending stiffness both along and across the major panel axis according to 

the procedures of Section 6.2.3. At least 90% of specimens tested along the major axis shall 

meet the minimum stiffness value along the major axis given in Table 9 for the thickness tested. 

 32
Table 9. Species group classification test criteria for other than span-rated panels 

Shear Through Stress Along (Parallel to Face) 

Thickness 

mm (inch) Group

Thickness 

Strength Bending Stiffness Bending Strength 

Planar Shear 

Strength

kN/m (lbf/in) kN•m2/m (lbf•in2/ft) kN•m/m (lbf•in/ft) kN/m (lbf/ft) 

 6.4 (1/4) 1 21.0 (120) 0.15 ( 16 000) 0.087 ( 235) 3.7 ( 255) 

2 15.8 ( 90) 0.12 ( 13 000) 0.063 ( 170) 3.7 ( 255) 

3 15.8 ( 90) 0.10 ( 10 500) 0.063 ( 170) 3.7 ( 255) 

4 14.5 ( 83) 0.08 ( 8 800) 0.057 ( 155) 3.7 ( 255) 

 8.7 (11/32) 1 22.8 (130) 0.35 ( 37 500) 0.137 ( 370) 5.1 ( 350) 

2 16.6 ( 95) 0.30 ( 31 500) 0.100 ( 270) 5.1 ( 350) 

3 16.6 ( 95) 0.24 ( 25 000) 0.100 ( 270) 5.1 ( 350) 

4 15.6 ( 89) 0.20 ( 21 000) 0.093 ( 250) 5.1 ( 350) 

 9.5 (3/8) 1 22.8 (130) 0.50 ( 53 500) 0.183 ( 495) 5.8 ( 395) 

2 17.0 ( 97) 0.42 ( 44 500) 0.133 ( 360) 5.8 ( 395) 

3 17.0 ( 97) 0.33 ( 35 500) 0.133 ( 360) 5.8 ( 395) 

4 15.8 ( 90) 0.28 ( 29 500) 0.124 ( 335) 5.8 ( 395) 

 11.9 (15/32) 1 33.3 (190) 1.22 (130 000) 0.313 ( 845) 7.7 ( 525) 

2 24.5 (140) 1.04 (110 000) 0.228 ( 615) 7.7 ( 525) 

3 24.5 (140) 0.82 ( 87 000) 0.228 ( 615) 7.7 ( 525) 

4 22.8 (130) 0.68 ( 72 500) 0.211 ( 570) 7.7 ( 525) 

 12.7 (1/2) 1 34.1 (195) 1.41 (150 000) 0.347 ( 935) 8.3 ( 570) 

2 25.4 (145) 1.18 (125 000) 0.252 ( 680) 8.3 ( 570) 

3 25.4 (145) 0.94 (100 000) 0.252 ( 680) 8.3 ( 570) 

4 23.6 (135) 0.80 ( 84 500) 0.234 ( 630) 8.3 ( 570) 

 15.1 (19/32) 1 43.8 (250) 2.17 (230 000) 0.463 (1250) 10.1 ( 695) 

2 32.4 (185) 1.79 (190 000) 0.335 ( 905) 10.1 ( 695) 

3 32.4 (185) 1.41 (150 000) 0.335 ( 905) 10.1 ( 695) 

4 29.8 (170) 1.18 (125 000) 0.311 ( 840) 10.1 ( 695) 

 15.9 (5/8) 1 43.8 (250) 2.40 (255 000) 0.500 (1350) 10.8 ( 740) 

2 32.4 (185) 2.02 (215 000) 0.361 ( 975) 10.8 ( 740) 

3 32.4 (185) 1.60 (170 000) 0.361 ( 975) 10.8 ( 740) 

4 29.8 (170) 1.32 (140 000) 0.335 ( 905) 10.8 ( 740) 

 18.3 (23/32) 1 44.7 (255) 3.34 (355 000) 0.575 (1550) 12.2 ( 835) 

2 33.3 (190) 2.78 (295 000) 0.408 (1100) 12.2 ( 835) 

3 33.3 (190) 2.21 (235 000) 0.408 (1100) 12.2 ( 835) 

4 30.6 (175) 1.84 (195 000) 0.389 (1050) 12.2 ( 835) 

 19.1 (3/4) 1 45.5 (260) 3.67 (390 000) 0.612 (1650) 12.6 ( 860) 

2 33.3 (190) 3.06 (325 000) 0.445 (1200) 12.6 ( 860) 

3 33.3 (190) 2.45 (260 000) 0.445 (1200) 12.6 ( 860) 

4 30.6 (175) 2.02 (215 000) 0.408 (1100) 12.6 ( 860) 

 22.2 (7/8) 1 46.4 (265) 5.18 (550 000) 0.760 (2050) 14.6 (1000) 

 2 34.1 (195) 4.33 (460 000) 0.556 (1500) 14.6 (1000) 

3 34.1 (195) 3.44 (365 000) 0.556 (1500) 14.6 (1000) 

4 32.4 (185) 2.87 (305 000) 0.500 (1350) 14.6 (1000) 

 25.4 (1) 1 65.7 (375) 7.91 (840 000) 0.982 (2650) 16.8 (1150) 

 2 48.2 (275) 6.59 (700 000) 0.704 (1900) 16.8 (1150) 

3 48.2 (275) 5.27 (560 000) 0.704 (1900) 16.8 (1150) 

4 44.7 (255) 4.38 (465 000) 0.649 (1750) 16.8 (1150) 

 28.6 (1-1/8) 1 66.5 (380) 10.36 (1 100 000) 1.205 (3250) 18.3 (1250) 

2 49.0 (280) 8.52 (905 000) 0.871 (2350) 18.3 (1250) 

3 49.0 (280) 6.83 (725 000) 0.871 (2350) 18.3 (1250) 

4 45.5 (260) 5.70 (605 000) 0.816 (2200) 18.3 (1250) 

 33
Bending strength — A minimum of ten tests (specimens taken from ten different panels) shall 

be tested for bending strength both along and across the major panel axis according to the 

procedures of Section 6.2.3. At least 95% of the specimens tested along the major axis 

direction shall meet the value given in Table 9 for the thickness tested. 

Planar shear strength — A minimum of ten tests (specimens taken from ten different panels) 

shall be tested for planar shear strength along the major panel axis according to the procedures 

of Section 6.2.4. At least 95% of the tests shall meet the planar shear strength value along the 

major axis given in Table 9 for the thickness tested. 

Shear-through-the-thickness strength — A minimum of ten tests (specimens taken from ten 

different panels) shall be tested for shear strength through the thickness according to the 

procedures of Section 6.2.5. At least 95% of tests shall meet the shear-through-the-thickness 

strength value given in Table 9 for the thickness tested. 

5.8.7.3 Mill specification 

Upon conformance with the requirements of Section 5.8.7.2, a manufacturing specification 

unique to the product and mill shall be written. This specification shall be used for quality 

assurance purposes by the manufacturer and the qualified testing agency defined in 

Section 7.2. The manufacturing specification shall define veneer species and panel 

construction and shall include the following reference values: 

Thickness — The reference value shall be the average panel thickness less 1.932 standard 

deviations (the 95% lower tolerance limit at 75% confidence) for twenty panels tested under 

Section 5.8.7.2. 

Mechanical Properties 

Bending stiffness — The reference values for each panel direction shall be the lower value of 

a 90% confidence interval (see ASTM D 2915) established on the mean for each panel 

direction. 

Bending strength — The reference values for each panel direction shall be the minimum 

observed value, or the sample mean less 1.8 times the sample standard deviation, whichever is 

the higher value for each panel direction. 

Planar shear strength — The reference value shall be the minimum observed value, or the 

sample mean less 1.8 times the sample standard deviation whichever is the higher value 

Shear-through-the-thickness strength — The reference value shall be the minimum observed 

value, or the sample mean less 1.8 times the sample standard deviation, whichever is the 

higher value. 

As an alternative to the mechanical properties, the performance tests of Section 5.8.7.2 may 

also be used for quality assurance purposes. 

5.9 Scarf and finger jointed panels 

Neither panels with N faces, nor the faces of such panels, unless longer than 3 m (10 ft), shall 

be scarf or finger jointed unless otherwise agreed to by buyer and seller. Panels of other 

grades shall be permitted to be scarf or finger jointed unless otherwise agreed to by buyer and 

seller, and panels longer than 3.7 m (12 ft) are necessarily scarf or finger-jointed. Plain scarfed 

 34
joints and the scarfed portion of finger-joints shall not have a slope greater than 1 to 8. All plies 

with grain perpendicular to the finger joint shall be included in the scarfed portions of the joint, 

except that such plies shall be permitted to include up to 0.8 mm (1/32 in) of vertical shoulder in 

the scarf (see Figure 1). Joints shall be bonded with a moisture resistant adhesive and shall 

meet the test requirements set forth in Sections 5.9.1, 5.9.2, and 5.9.3 as applicable. In 

addition, the adhesive shall not show creep or flow characteristics greater than unjointed wood 

when subject to load under any conditions of temperature and moisture. 

Figure 1. Finger joints – Location of scarfed portion of joints. 

5.9.1 Strength requirements for scarf and finger jointed panels 

If the average ultimate stress of the three test specimens of any one panel is less than 

27.6 MPa (4000 psi) for panels of Group 1 species, or less than 19.3 MPa (2800 psi) for panels 

of Group 2 or Group 3 species, or less than 16.5 MPa (2400 psi) for panels of Group 4 species, 

or less than 13.8 MPa (2000 psi) for panels of Group 5 species, when tested in accordance with 

Section 6.1.5.1, then that panel shall fail. The jointed panels represented by a sampling of ten 

panels shall be acceptable if not more than one of the panels fails and the average ultimate 

stress of the failing panel is at least 80% of that specified for the applicable species group. If 

the average ultimate stress of the failing panel is at least 75% of that specified for the applicable 

species group, another series of ten panels shall be tested. If none of the panels in this series 

fails, the jointed panels shall be accepted; otherwise they shall be rejected. 

 35
5.9.2 Scarf joint bond performance for Exposure 1 and Exterior plywood 

Panels shall be tested in accordance with Section 6.1.5.2. The material represented by the 

sampling shall be evaluated in accordance with Sections 5.7.1, and 5.7.2, as applicable. 

5.9.3 Finger joint bond performance for Exposure 1 and Exterior plywood 

Panels shall be tested in accordance with Section 6.1.5.3. The joints shall meet all of the 

following minimum conditions: 

(a) The average wood failure rating of all specimens from each panel when tested in 

accordance with Section 6.1.5.3 shall be not less than 85%. 

(b) No single specimen from a panel (average of face and back bond lines) shall rate less 

than 60% wood failure. 

(c) No single face or back bond line in any specimen shall rate less than 30% wood failure. 

5.10 Dimensional tolerances and squareness of panels 

Panel measurements shall be based on a moisture content of 9%. 

5.10.1 Size tolerances 

A tolerance of plus zero (0) mm, minus 1.6 mm (1/16 in) shall be allowed on the specified length 

and width. 

5.10.2 Thickness tolerances 

Sanded panels shall have a tolerance of ±0.4 mm (1/64 in) for specified thicknesses of 19.1 mm 

(3/4 in) and less and ± 3.0% of the specified thickness for panels thicker than 19.1 mm (3/4 in) 

unless a closer tolerance is determined through qualification testing. Unsanded, touch sanded, 

and overlaid panels shall have a tolerance of ± 0.8 mm (1/32 in) for specified thicknesses of 

20.6 mm (13/16 in) and less and ± 5% of the specified thickness for panels thicker than 

20.6 mm (13/16 in) unless a closer tolerance is determined through qualification testing. 

Panel thickness shall be measured with a micrometer having 19.1 mm (3/4 in) (minus 0, plus 

1.3 mm [0.050 in]) diameter anvils. Measurement shall be taken at an applied anvil pressure of 

not less than 34 kPa (5 psi) or more than 69 kPa (10 psi). The location of measurement shall be 

representative of general panel thickness at approximate mid-width on one end of each panel. If 

that measurement is below minimum or above maximum requirements, three additional 

measurements shall be taken, one at approximate mid-width on the opposite end and one at 

approximate mid-length on each side of the panel, and the average of four measurements shall 

be taken as the thickness of that panel. 

5.10.3 Squareness and straightness 

Squareness and straightness - Panels shall be square within 1.3 mm per lineal meter of the 

longest edge (1/64 in per lineal foot) measured along the diagonals. All panels shall be 

manufactured so that a straight line drawn from one corner to the adjacent corner is within 

1.6 mm (1/16 in) of the panel edge. 

5.11 Moisture content 

Moisture content of panels at time of shipment shall not exceed 18% when tested in accordance 

with Section 6.1.4. 

 36
5.12 Loading or packing 

The plywood shall be securely loaded or packaged to ensure delivery to destination in a clean 

and serviceable condition. 

6 SPECIMEN PREPARATION AND TESTING 

6.1 Bond classification 

6.1.1 General 

The tests set forth in this section shall be used to determine the adhesive bond quality of 

plywood produced under this Standard. 

6.1.2 Specimen preparation (see appendix B for sampling for reinspection) 

One test piece shall be cut from each panel selected. Unless otherwise specified by the 

qualified testing agency, 10 test specimens shall be cut as described in Section 6.1.3.1 for 

panels bonded with moisture-resistant adhesive. Of the 10 specimens cut from each test piece 

for panels bonded with moisture resistant adhesive, 5 shall be for the vacuum-pressure test and 

5 shall be for the boil test. In addition, from each panel selected, a specimen 140 mm by 

203 mm (5-1/2 x 8 in) shall be cut and tested as described in Section 6.1.3.4. 

6.1.3 Tests for Exposure 1 and Exterior plywood. 

6.1.3.1 Preparation of test specimens 

Test specimens taken as described in Section 6.1.2 shall be cut 82.6 mm long by 25.4 mm wide 

(3-1/4 in x 1 in), and kerfed one-third of the length of the specimen from each end, as illustrated 

in Figure 2 to provide a 25.4 mm (1 in) square test area in the center. Specimens shall be 

oriented so that the grain direction of the ply under test runs at a 90° angle to the length of the 

specimen. Kerfing shall extend two-thirds of the way through the ply under test, and shall not 

penetrate the next bond line. For overlaid plywood, the additional 10 specimens for testing of 

bond between veneers shall be cut as described in this section for Exterior specimens except 

that they shall be cut 25.4 mm (1 in) wide and 76.2 mm (3 in) long, and kerfed just through the 

overlay 25.4 mm (1 in) from the end, on each overlay face. 

Figure 2. Shear test specimens. 

If the number of plies exceeds three, the cuts shall be made so as to test any two of the joints, 

but the additional plies need not be stripped except as demanded by the limitations of the width 

of the retaining jaws on the testing device. When required to accommodate thicker plywood, 

special jaws shall be constructed. If the number of plies exceeds three, the choice of joints to 

 37
be tested shall be left to the discretion of the qualified inspection and testing agency, but at least 

one-half of the tests shall include the innermost joints. 

6.1.3.2 Vacuum-pressure test 

The test specimen shall be placed in a pressure vessel and submerged in cold tap water. A 

vacuum of 83.5 to 98.5 kPa or 24.7 to 29.0 inches of mercury shall be drawn and maintained for 

30 minutes, followed immediately with application of 450 kPa to 480 kPa (65 psi to 70 psi) of 

pressure for 30 minutes duration. Specimens shall then be removed from the vessel and tested 

while wet by tension loading to failure in a shear testing machine operated at a maximum head 

travel of 406 mm (16 in) per minute. The jaws of the machine shall securely grip the specimens 

so there is no slippage. The percentage of wood failure of the specimens shall be determined in 

a dry condition and evaluated as described in Sections 5.7.1 and 5.7.2. 

The bond between veneers in overlaid plywood shall be tested in an identical manner and 

evaluated as described in Section 5.7.2. Specimens for testing the bond between the overlay 

and the base panel shall be subjected to the same test cycle just described. The bond between 

the overlay and the base panel shall be tested by inserting a sharp, thin blade of adequate 

stiffness into the corner of the 25.4 mm (1 in) test area at the overlay-veneer interface, taking 

care not to cut into the overlay, and attempting to peel the overlay off. Reinsertion of the blade 

several times shall be permitted if necessary to remove the overlay from the 6.5 cm2

 (1 in2) area. 

The percentage of wood and/or fiber failure shall then be estimated with specimens in a dry 

condition and evaluated as described in Section 5.7.2. The value for each specimen shall be 

the average of the test areas on each face. 

6.1.3.3 Boiling test 

Test specimens shall be boiled in water for 4 hours and then dried for 20 hours at a temperature 

of 63 ± 3°C (145 ± 5°F) with sufficient air circulation to lower moisture content of the specimens 

to a maximum of 8%. The specimens shall be boiled again for a period of 4 hours, cooled in 

water, and tested while wet by tension loading to failure in a shear testing machine operated at 

a maximum head travel of 406 mm (16 in) per minute. Jaws of the machine shall securely grip 

the specimens so there is no slippage. The percentage of wood failure of the specimens shall 

be determined with specimens in a dry condition and evaluated as described in Sections 5.7.1 

and 5.7.2. 

The bond between veneers in overlaid plywood shall be tested in an identical manner and 

evaluated as described in Section 5.7.2. Specimens to test the bond between the overlay and 

the base panels shall be subjected to the same test cycle described in the previous paragraph. 

The bond between the overlay and the base panel shall be tested by inserting a sharp, thin 

blade of adequate stiffness into the corner of the 25.4 mm (1 in) test area at the overlay-veneer 

interface, taking care not to cut into the overlay, and attempting to peel the overlay off. 

Reinsertion of the blade several times shall be permitted if necessary to remove the overlay 

from the 6.5 cm2

(1 in2) area. The percentage of wood and/or fiber failure shall then be 

estimated with specimens in a dry condition and evaluated as described in Section 5.7.2. The 

value for each specimen shall be the average of the test areas on each face. 

6.1.3.4 Heat performance test 

A specimen cut as described in Section 6.1.2 shall be placed on a stand as illustrated in 

Figure 3. A specimen shall then be subjected to a 800°C to 900°C (1472°F to 1652°F) flame 

from a Bunsen-type burner for a period of 10 minutes, or until a brown charred area appears on 

the back side, whichever occurs first. The burner shall be equipped with a wing top to envelop 

the entire width of the specimen in flame. The top of the burner shall be 25.4 mm (1 in) from the 

 38
specimen face and the flame 38.1 mm (1-1/2 in) high. The flame shall impinge on the face of 

the specimen 50.8 mm (2 in) from the bottom end. After the test, the sample shall be removed 

from the stand and the bond lines examined for delamination by separating the charred plies 

with a sharp, chisel-like instrument. Specimens shall be evaluated in accordance with the 

requirements of Section 5.7.2.1. 

Figure 3. Apparatus for heat durability test. 

6.1.4 Test for determination of moisture content (oven-drying method) 

The moisture content of the plywood shall be determined as follows: A small test specimen 

shall be cut from each sample panel; the test specimen shall measure not less than 58 cm2

(9 in2

) in area and shall weigh not less than 20 grams (approximately 3/4 ounce). All loose 

splinters shall be removed from the specimen. The specimen shall be immediately weighed on 

a scale that is accurate to ±0.5%, and the weight shall be recorded as the “original” weight. The 

specimen shall then be dried in an oven at 100°C to 105°C (212°F to 221°F) until constant 

weight is attained. After drying, the specimen shall be reweighed immediately, and this weight 

shall be recorded as the “oven-dry” weight. The moisture content shall be calculated as follows: 

(%) content Moisture 100 )dry weight (Oven

(Original )dry weight (Oven - weight) =×

6.1.5 Scarf and finger-joint tests 

6.1.5.1 Scarf and finger-joint strength 

Three test specimens shall be cut at random along each joint from each panel selected. Type, 

grade and species of the panels shall be recorded. The specimens shall be cut so as to include 

the joint and shall be prepared as illustrated in Figure 4. 

 39
Figure 4. Tension specimen for scarfed jointed panels. 

Insofar as possible, the joint test area shall contain no localized natural characteristics permitted 

within the grade. At the joint, the maximum thickness and width of plies parallel with the load 

shall be recorded. Each specimen shall then be placed in the tension grips of a testing machine 

and loaded continuously at a rate of cross-head travel of from 0.8 mm to 1.0 mm (0.030 in to 

0.040 in) per minute until failure, and the ultimate load shall be recorded. The ultimate stress in 

MPa (psi) shall be computed using the ultimate load and area of those plies whose grain is 

parallel with direction of load. Moisture content of the specimens at the time of testing shall not 

exceed 16%. 

6.1.5.2 Scarf joint bond performance of Exterior and Exposure 1 plywood 

Ten test specimens shall be cut at random along each joint from each panel selected according 

to Section 6.1.2. The specimens shall be prepared following the general procedure described in 

Section 6.1.3.1 and shall be cut so that the joint runs through the test specimens as shown in 

Figure 5. 

Figure 5. Specimen preparation. 

Five specimens shall be subjected to the vacuum-pressure test described in Section 6.1.3.2, 

and five to the boiling test of Section 6.1.3.3. The panels shall be evaluated as described in 

Sections 5.7.1 and 5.7.2. 

6.1.5.3 Finger-joint bond performance of Exterior and Exposure 1 

Ten specimens shall be cut at random along the finger joint from each panel selected according 

to Section 6.1.2. These specimens shall be cut so as to include the joint and shall be prepared 

as illustrated in Figure 6. 

 40
Figure 6. Cleavage test, typical test specimen. 

Five of the specimens shall be subjected to the vacuum-pressure test of Section 6.1.3.2 and five 

to the boiling test of Section 6.1.3.3. 

Upon completion of the applicable moisture cycle(s), a wedge or chisel (see Figure 7) shall be 

inserted in locations shown in Figure 6 in such a manner as to pry apart the scarfed portions of 

the joint without directly contacting the bonded area. Test specimens shall be dried and percent 

wood failure in the test area estimated and applied separately for both the boil and vacuumpressure treatments. The panels shall be evaluated as described in Section 5.9.3. 

Figure 7. Wedge or chisel used for cleavage test. 

6.2 Structural performance 

6.2.1 Tests for performance under concentrated static and impact loads 

6.2.1.1 General 

The general provisions of ASTM E 661 shall be followed. 

6.2.1.2 Specimen preparation 

Test specimens shall be prepared as specified in ASTM E 661. The number of specimens 

required is given in Section 5.8.6.3. Specimens shall also be moisture cycled as required. 

6.2.1.3 Test procedure 

Concentrated static — Procedures of ASTM E 661 shall be followed, except the test frame 

shall be constructed of lumber with nails or of steel using fasteners which simulate nails. The 

loading rate shall be 445 N (100 lbf) per 30 seconds to yield failure within 5 minutes if a handpumped hydraulic loading system is used. 

Concentrated impact — Procedures of ASTM E 661 Method A shall be followed, except: 

 41
(a) The test frame shall be constructed of lumber with nails or of steel using fasteners which 

simulate nails. 

(b) For span ratings greater than 24 o.c., the shot bag shall weigh 27 kg (60 pounds). 

The width of individual pieces in assembling a test shall be 610 mm (24 in) or greater for span 

ratings up to 24 o.c., and 1220 mm (48 in) for greater span ratings. 

6.2.2 Test for performance under uniform loads 

6.2.2.1 General 

This method shall determine the performance of structural-use panels under uniform loads such 

as snow, wind and occupancy loads. The uniform load is applied by atmospheric pressure as a 

vacuum is drawn under the test specimen, which is mounted on fully-supported framing 

members in a vacuum chamber. 

6.2.2.2 Equipment 

Vacuum chamber — The vacuum chamber (see Figure 8) shall consist of a sealed box with 

the panel to be tested forming the top. A 0.15 mm (6 mil or 0.006 in) polyethylene sheet or 

equivalent, the perimeter of which is attached securely with tape, shall seal the top surface of 

the vacuum chamber. The chamber shall be strong and rigid to resist the applied load without 

failure or excessive deformation. A vacuum pump shall be used to reduce the air pressure 

under the specimen. The load shall be measured with absolute pressure gages for electronic 

data readout, but manometers or vacuum gages shall also be permitted. 

Figure 8. Vacuum chamber test equipment. 

 42
Joist supports — The framing members shall be supported so as to resist deflection or rotation 

under applied load. 

Deflection gages — The deflection gages shall be mounted to rigid tripods whose legs rest 

above the joists. Deflection shall be measured to the nearest 0.03 mm (0.001 in). 

6.2.2.3 Specimen preparation 

Samples shall be selected that are representative of the product being tested. 

Length — The specimen length perpendicular to the framing member shall be equal to twice 

the center-to-center spacing. 

Width — The specimen width shall be at least 597 mm (23-1/2 in). 

Thickness — The specimen thickness shall be measured after conditioning and recorded. 

6.2.2.4 Test procedure 

After conditioning, the specimen to be tested shall be mounted on the framing members in the 

vacuum chamber in accordance with the anticipated joist spacing and the recommended nail 

size and spacing. The top of the vacuum chamber shall then be sealed with the polyethylene 

sheet, and the tripod holding the deflection gages set in its proper position with the gages 

positioned to read deflection at the point of maximum deflection2 of the two outer spans 

(Figure 9). 

Figure 9. Uniform-load test specimens. 

The panel shall be loaded at a uniform rate of 2.4 kPa (50 lbf/ft2

) per minute and deflections 

recorded at 1.2 kPa (25 lbf/ft2

) increments until maximum load is achieved or until the desired 

 

2 The point of maximum deflection for a uniformly loaded two-span system shall occur at 0.4215 (S) 

measured from the centerline of the outer joist, where S equals the center-to-center joist spacing. 

 43
proof load is achieved, as required. Deflection data shall be required only in sufficient numbers 

to develop the straight line portion of the load-deflection curve. In no case shall the number of 

data points be less than six. Deflection at a given load shall be determined by translating the 

slope to pass through the origin, thereby correcting for any settling of the system. 

6.2.3 Test for panel bending 

6.2.3.1 General 

This test procedure shall provide the basic data regarding full panel bending strength and 

stiffness. The general provisions of ASTM D 3043 Method C shall be followed. 

6.2.3.2 Specimen preparation 

Specimens shall be prepared according to ASTM D 3043 Method C. 

6.2.3.3 Test procedure 

The procedures of ASTM D 3043 Method C shall be followed except specimens shall be tested 

for stiffness both along and across the major panel axis, and the maximum bending moment 

shall be taken as required. 

6.2.4 Test for planar shear strength 

6.2.4.1 General 

This test procedure shall determine the shear strength of plywood panels associated with shear 

distortion of the planes parallel to the edge planes of the panel. The general provisions of 

ASTM D 2718 shall be followed. 

6.2.4.2 Specimen preparation 

Specimens shall be prepared in accordance with ASTM D 2718. Specimens shall be prepared 

to evaluate planar shear with the face grain direction parallel to the long dimension 

6.2.4.3 Test procedure 

The procedures of ASTM D 2718 (Method A or Method B) shall be followed. Lumber side 

plates may be used in lieu of steel plates in Method A. The planar shear strength shall be 

measured parallel to the face grain direction. 

6.2.5 Test for shear-through-the-thickness strength 

6.2.5.1 General 

This test procedure shall determine the shear strength when loads are developed along 

opposite edges of panels. The general provisions of ASTM D 2719 Method C shall be followed. 

6.2.5.2 Specimen preparation 

Specimens shall be prepared in accordance with ASTM D 2719 Method C - Two Rail Test. 

6.2.5.3 Test procedure 

The procedures of ASTM D 2719 Method C shall be followed. The shear-through-the-thickness 

strength shall be measured and reported as a capacity, Fvtv. 

 44
7 GRADEMARKING AND CERTIFICATION 

7.1 Certification 

Plywood represented as being in conformance with this Standard shall bear the stamp of a 

qualified inspection and testing agency which (1) either inspects the manufacture (with 

adequate sampling, testing of bond line, and examination for quality of all veneers) or (2) has 

tested a random sampling of the finished panels in the shipment being certified for conformance 

with this standard. 

7.2 Qualified inspection and testing agency 

A qualified inspection and testing agency is defined to be one that: 

(a) has the facilities and trained technical personnel to verify that the grading, measuring, 

species, construction, sanding, bonding, workmanship, and other characteristics of the 

products as determined by inspection, sampling and testing conform to all of the 

applicable requirements specified herein; 

(b) has developed procedures to be followed by agency personnel in performance of the 

inspection and testing; 

(c) has no financial interest in, or is not financially dependent upon, any single company 

manufacturing the product being inspected or tested; and 

(d) is not owned, operated or controlled by any such company. 

7.3 Panel marking 

All panels represented as conforming to this Standard shall be identified with marks giving the 

following information: 

(a) Species group number, span rating and class — Unless otherwise provided, panels 

which are produced with face and back veneers of the same species group shall be 

identified as being of that species group. Touch-sanded panels without span ratings that 

are manufactured with face and back plies of different species groups shall be identified by 

the larger numbered species group (i.e., Group 4 is larger numbered than Group 1). 

Sanded panels 9.5 mm (3/8 in) or less in thickness, and Decorative panels of any 

thickness, that are manufactured with face and back plies of different species groups shall 

be identified by the face species group number. Sanded panels greater than 9.5 mm 

(3/8 in) that are manufactured with face and back plies of different species groups shall be 

identified by the larger numbered species group, except that sanded panels with C or D 

grade backs shall be permitted to be identified by the face species group number if backs 

are no more than one species group larger in number than the face and are 3.2 mm 

(1/8 inch) or thicker before sanding. A class number as provided in Section 5.6.4 shall be 

used in lieu of a species group number to identify concrete form panels and a span rating 

shall be used for unsanded and touch-sanded grades as provided for in Section 5.8.5. 

(b) Either “Exposure 1” or “Exterior” — Panels not fully satisfying Exterior requirements 

shall be identified as "Exposure 1." Any further reference to adhesive bond, including 

those which imply premium performance or special warranty by the manufacturer, as well 

as manufacturer's proprietary designations, shall be separated from the grademarks or 

trademarks of the testing agency by not less than 152 mm (6 in). 

 45
(c) The grade name or the grade of face and back veneers or a mark of a qualified inspection 

and testing agency. If identified by such a mark, the product specification shall be 

available from the qualified inspection and testing agency whose mark appears on the 

panel. 

(d) The symbol “PS 1-07” signifying conformance with this Standard. 

(e) The panel thickness 

(f) The designation “Butt-Jointed Center” for those panels manufactured with butt joints in 

center plies in accordance with Section 5.8. 

7.4 Voiding marks 

Panels originally marked as conforming to this Standard but subsequently rejected as not 

conforming thereto shall have any reference to the Standard obliterated or voided by the 

manufacturer as follows: 

Shop panels shall be plainly marked by means of a 102 mm by 127 mm (4 in x 5 in) minimum 

size mark carrying the legend "Shop-cutting panel — all other agency marks void." (See 

Section 2.53.) 

No reference shall be made to this Standard in the certification or grade trademarking of panels 

not conforming to all of the applicable provisions of this Standard. 

8 EFFECTIVE DATE 

The effective date of this Standard is February 26, 2007. As of the effective date, reference to 

PS 1-07 shall be permitted in contracts, codes, advertising, invoices, product labels, and the 

like, but no product shall be advertised or represented in any manner which would imply or tend 

to imply approval or endorsement of that product by the National Institute of Standards and 

Technology, the Department of Commerce, or by the Federal Government. 

9 STANDING COMMITTEE 

A Standing Committee for PS 1-07 has been appointed to be responsible for interpretation and 

for consideration of future proposals for amendments and revisions to the Standard. The 

names of the members are available from the Committee’s Secretariat: Standards Coordination 

and Conformity Group, Standards Services Division, National Institute of Standards and 

Technology, 100 Bureau Drive, MS 2100, Gaithersburg, MD 20899-2100. Comments 

regarding the Standard and suggestions for its amendment or revision may also be sent to this 

address or contact NIST at http://ts.nist.gov/ssd. 

Issues regarding interpretation or implementation of the Standard and third-party quality 

assurance policies and procedures shall be considered by a Standard Implementation Review 

Subcommittee as appointed by the Standing Committee. A request to consider such issues 

shall be made in writing to the Secretariat of the Standing Committee (NIST), who will bring it to 

the attention of the Standing Committee. Formal operating procedures developed for the 

Subcommittee shall be subject to approval by NIST. Any recommended actions by the 

Subcommittee will be reported to the Standing Committee for their consideration and action. 

 46
 47

APPENDIX A. SPECIES GROUPING (mandatory) 

A1 General 

Product Standard PS 1 has included provisions for species grouping since the inception of PS 1 

in 1966. Prior to PS 1-66, U.S. plywood was manufactured in accordance with three regional 

plywood standards, Commercial Standard CS45-60 for Douglas-fir Plywood, Commercial 

Standard CS 122-60 for Western Softwood Plywood and Commercial Standard CS 269-63 for 

Southern Pine Plywood. Grouping of wood species on the basis of similar mechanical 

properties in order to provide needed simplification in product manufacture, design and 

specification became possible with the advent of ASTM D 2555, Methods for Establishing Clear 

Wood Strength Values. 

A2 Grouping in practice 

Under the provisions of PS 1, it is possible to manufacture span rated plywood Sheathing and 

Single-Floor on the basis of the species group and plywood construction. Similarly, the plywood 

group rating or plywood classification of non-span rated plywood may be determined by the 

species group and plywood construction. PS 1-83 introduced the provisions of determining 

span ratings on the basis of performance testing. PS 1-95 included a performance-based 

method for evaluating new species not listed in Table 1, made desirable because of the 

changing available timber resource for plywood production. 

A3 Species grouping 

Wood species in Table 1 are grouped on the basis of mechanical properties. Because bending 

stiffness and bending strength are the most important properties for many plywood uses, 

species groups were initially set up first on the basis of bending stiffness and second on the 

basis of bending strength. Past practice of the PS 1 Standing Committee has been to add new 

species to the highest existing group so long as none of the existing group properties 

assignments provided in Table A1 are reduced by the addition. 

A3.1 Assignment of a species group shall be as follows: 

(a) Obtain average and standard deviation data of the five important mechanical properties of 

clear, straight-grained solid wood of all species in each group in the green and dry 

condition. The five properties are bending modulus of elasticity (MOE), bending modulus 

of rupture, compression parallel to grain, shear parallel to grain and compression 

perpendicular to grain. Property data for North American woods must be included in 

ASTM D 2555 or must be developed by the U.S. Forest Service or by a recognized 

Canadian government Laboratory. In addition, new data must be obtained using 

recognized statistical sampling of the entire growth range of the species. Foreign species 

are classified using data from the government laboratory in the respective country. Table 

A2 provides the source of data used to classify non-North American species listed in PS 1. 

For each of the five properties, the limiting property value that can be assigned to any 

group that includes that species is determined at the dry (12% for MOE, 15% for all other 

properties) and green moisture content. 

(b) The maximum assignable MOE value is either the species average increased by 10% if 

volume data is available in ASTM D2555 or the species average if no volume data exists 

or if it is a foreign species. 

(c) The strength properties are calculated in one of the following three methods: 

Method A species in ASTM D 2555 

Max. Assignable = (species average/variability index) – 1.18 x species standard deviation 

Method B species in ASTM D 2555 

Max. Assignable = species average – 1.48 x species standard deviation 
 48

Domestic species with no volume data and foreign species 

Max. Assignable = species average – 1.645 x species standard deviation 

The maximum assignable property must meet or exceed all property values listed in 

Table C1 for the species group in order to be assigned that group. 

(d) Assignment of a species group to Table 1 shall be approved by the Standing Committee. 

(See Section 5.2.) Table A1. Clear wood property assignments

MOE Strength Property (psi) 

Species (million psi) Bending Comp Par Shear Comp Perp 

Group Wet Dry Wet Dry Wet Dry Wet Dry Wet Dry 

1 1.483 1.857 5300 8064 2425 4123 665 855 193 354 

2 1.249 1.588 3662 6297 1833 3163 532 692 124 221 

3 1.047 1.310 3681 5985 1548 2662 524 652 123 212 

4 0.924 1.146 3483 5389 1570 2630 476 633 97 152 

5 0.748 1.100 2843 4345 1190 2187 387 542 73 132 

Table A2. Source of data used to classify foreign species in plywood product standard PS 1 

Common Name or 

Trade Group 

Scientific Name Source of Data 

Group 1 

Apitong Dipterocarpus spp. FPL 125 

FPL 2242 (bearing only) 

Kapur Dryobalanops aromatica 

D. lanceolata 

D. oblongifolia 

Malayan Forest Service Trade Leaflet #34 

FPL 125 

Malayan Forest Service Trade Leaflet #34 

Keruing Dipterocarpus spp. 

D. baudii 

D. caudiferus 

D. cornutus 

D. crinitus 

D. lowii 

FPL 2242 

Malayan Forest Service Trade Leaflet #34 

FPL 2242 

Malayan Forest Service Trade Leaflet #34 

Malayan Forest Service Trade Leaflet #34 

Malayan Forest Service Trade Leaflet #34 

Caribbean Pine Pinus caribaea FPL 125 

Ocote Pine Pinus oocarpa FPL 125 

Group 2 

Red Lauan Shorea negrosensis FPL 125 

FPL 2242 (bearing only) 

Tangile Shorea polysperma FPL 125 

FPL 2242 (bearing only) 

White Lauan Pentacme contorta FPL 125 

FPL 2242 (bearing only) 

Almon Shorea almon FPL 125 

FPL 2242 (bearing only) 

Bagtikan Parashorea plicata FPL 125 

FPL 2242 (bearing only) 

Mersawa Anisoptera laevis 

A. marginata 

Malayan Forest Service Trade Leaflet #34 

Malayan Forest Service Trade Leaflet #34 

Mayapis Shorea squamata FPL 125 

Meranti Parashorea lucida 

Shorea acuminata 

S. singkawang 

S. curtisii 

S. dasyphylla 

Malayan Forest Service Trade Leaflet #5 

Malayan Forest Service Trade Leaflet #34 

Malayan Forest Service Trade Leaflet #34 

Malayan Forest Service Trade Leaflet #34 

FPL 125 

S. hemslevana Malayan Forest Service Trade Leaflet #34 

S. leprosula 

S. macroptera 

Malayan Forest Service Trade Leaflet #34 

Malayan Forest Service Trade Leaflet #34 

S. pauciflora 

S. platyclados 

Malayan Forest Service Trade Leaflet #34 

Malayan Forest Service Trade Leaflet #34 

S. rugosa Malayan Forest Service Trade Leaflet #34 

Group 4 

Cativo Prioria copaifera FPL 125 

Yale Bulletin #98 Tropical Woods (bearing only) 
 49

APPENDIX B. REINSPECTION PRACTICES (non mandatory) 

B1 General 

Based on industry practice, the following information is offered plywood purchasers: 

B2 Request for reinspection 

Any request by the buyer for the reinspection of any item or lot of plywood certified as 

conforming to this Standard shall be directed to the seller. Lacking agreement of the buyer and 

seller as to the settlement of a complaint, the purchase, sale, or shipment of plywood certified 

as conforming to this Standard shall be construed as involving agreement to submit such 

plywood to reinspection by the qualified inspection agency whose grademark was used. 

B3 Responsibility of the buyer 

A request for reinspection shall be made to the seller: 

For panel grade — within 30 days after arrival at the first point of receipt from the mill, if the 

grade of any item, as invoiced, is in doubt; 

For adhesive bond quality of Exterior panels — when delamination is visibly evident; 

For adhesive bond quality of Exposure 1 — within 6 months after arrival at first point of receipt 

from the mill if delamination is visibly evident; 

All plywood of disputed grade shall be kept intact and properly protected from damage, 

deterioration and from direct exposure to moisture which could interfere with a fair reinspection. 

All plywood in question shall be held for a period not to exceed 30 days after the date of request 

for reinspection. Use by the buyer of any or all of the disputed stock within the 30-day period 

shall constitute an acceptance of the used portion. 

B4 Responsibility of the seller 

A request for reinspection shall be promptly acknowledged by the seller following receipt of the 

request. 

B5 Responsibility of the qualified inspection agency conducting the reinspection 

Should either the buyer or the seller wish to have a representative present at the reinspection, 

the agency conducting the reinspection will provide all reasonable accommodation to facilitate 

that request. Any party wishing to witness the reinspection shall inform the agency of that desire 

at the time of the initial request for reinspection, and shall be responsible for any costs they 

incur in order to attend. Costs incurred by the agency performing the reinspection shall be 

assessed as noted in Section B6. 

B6 Cost and assistance 

The expense of reinspection shall be borne by the seller if the item, lot, or shipment in dispute 

fails to pass the reinspection as provided for in Section B7. If the plywood passes the 

reinspection, said expenses shall be borne by the buyer. The buyer shall lend all reasonable 

assistance to facilitate the reinspection. 

B7 Reinspection procedures and settlement 

B7.1 Condition of plywood 

All plywood designated as complying with this Standard shall be subject to reinspection in the 

white (unfinished) only, except that concrete-form material is permitted to have a priming coat of 

a release agent. This requirement does not apply to Exposure 1 or Exterior plywood when 

tested for adhesive bond quality. 
 50

B7.2 Sampling for panel grade, size, and thickness reinspections 

At buyer's or seller's option, grade, size, and thickness reinspections shall include all panels of 

an item whose conformance to this Standard is in dispute; however, agreement between the 

buyer and seller on a reduced basis for sampling is permitted provided at least 20% or 300 

panels, whichever is smaller and which represents only those items as invoiced which are in 

dispute, are reinspected for conformance. For reduced sampling, the quantity of panels 

selected from each disputed item shall be prorated according to the number of panels included 

in each item as invoiced. Panels found to be below grade or out of tolerance for size and 

thickness shall have improper grademarks obliterated and shall be remarked with appropriate 

designation with a special inspection mark registered by the qualified agency conducting the 

reinspection and applied by that agency's authorized representative. 

B7.3 Plywood panel grade, size, and thickness reinspections 

If reinspection establishes that a disputed item is more than 5% below grade or out of 

dimensional tolerance for the product description as invoiced, that product fails to pass the 

reinspection and the nonconforming panels need not be accepted. If a disputed product is 5% 

or less below grade or out of dimensional tolerance, it shall pass the reinspection and the 

disposition of the nonconforming panels shall be as agreed upon between buyer and seller. In 

addition to the above 5% grade and dimensional tolerance, a 5% tolerance shall apply 

separately to the inner ply gap limitations, including the limitations applicable to the plugged 

crossband and jointed crossband, as set forth in section 5.8.1. 

B7.4 Sampling for adhesive bond quality reinspections 

For test purposes, twenty panels, or 5% of the panels, whichever is less, shall be selected at 

random from the item, lot, or shipment which is in dispute. The number of panels required is 

calculated by applying the "percent panels" to the lot size and converting part panels to whole 

panels by using a rounding procedure where 0.01 to 0.49 parts are considered to be the smaller 

whole number, while 0.50 to 0.99 parts are considered to be the larger whole number. These 

panels shall be selected from locations distributed as widely as practicable throughout the 

material being sampled. When an item, lot, or shipment involves panels with different adhesive 

bond requirements as provided for in 5.7, testing and evaluation shall apply separately to each 

category. Sampling of Exposure 1 plywood or Exterior plywood shall be prorated on the basis 

of ratio of their volume to total volume (i.e., for shipment containing 50% Exterior, 10 Exterior 

panels shall be selected), but in no case shall less than 10 panels of each type or adhesive 

quality be selected. Shipments of Exposure 1 plywood shall be sampled in the same manner as 

Exterior plywood. 

From each of five of the panels selected, a specimen 140 mm by 203 mm (5-1/2 in x 8 in) shall 

be cut and tested as described in Section 6.1.3.4. 

B7.5 Plywood adhesive bond quality reinspections 

Reinspection of the unused panels in the disputed item, lot, or shipment shall be carried out 

following the procedures set forth in Section 6, "Specimen Preparation and Testing," and 

Section B7.4. If the reinspection tests establish that the adhesive bond quality of the panels 

does not meet the requirements of Section 5.7, as applicable, the item, lot, or shipment shall fail 

to pass the reinspection and is not required to be accepted by the buyer. If the adhesive bond 

quality requirements are met, the item, lot, or shipment shall pass the reinspection and the 

buyer shall accept the item, lot, or shipment as invoiced, except that the buyer is not required to 

accept any delaminated Exterior plywood or overlaid panels. 
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APPENDIX C. GENERAL INFORMATION AND COMMENTS ON CURRENT 

EDITION (non mandatory) 

C1 Current edition, PS 1-07 that became effective February 26, 2007 

Following the publication of Voluntary Product Standard PS 2-04 Performance Standard for 

Wood-Based Structural-Use Panels, which became effective on May 20, 2004, and which 

relates to a variety of forms of structural panels including plywood, the Standing Committee for 

PS 1 initiated a thorough review of PS 1-95. 

The consensus review process, which allowed for discussions and resolution of points of 

difference, moved at a steady pace. This resulted in some noteworthy changes to the Standard 

some of which are highlighted as follows: 

C1.1 Name change 

The name of the standard was changed from “Construction and Industrial Plywood” to 

“Structural Plywood” to better reflect the terminology used in the marketplace. 

C1.2 Interior and Intermediate bond classifications 

Provisions, test methods and criteria for plywood manufactured with Interior and Intermediate 

bond classifications were removed from the standard because the use of such adhesive 

systems had become rare since the industry had transitioned to moisture resistant adhesives in 

the 1950s. 

C1.3 Mold/bacteria tests 

Test methods and associated criteria for assessing the potential for mold and bacteria growth 

on the adhesives used to manufacture plywood were eliminated. Those methods were 

developed and relevant to the types of adhesives used decades ago and which had long 

become obsolete since the industry switched to moisture resistant adhesives. 

C1.4 Terminology 

Terminology related to bond classifications was revised to clarify that adhesive durability 

methods were specific to wet bonding strength and did not address other modes of natural 

degradation of plywood. 

C1.5 Language

Language dealing with performance testing of plywood was made consistent with language in 

PS 2. 

C1.6 Appendix A 

Mandatory Appendix A was added to the Standard to clarify the process by which species had 

been evaluated for tabulation in Table 1. 

C2 History of the project 

On October 1, 1965, the American Plywood Association (now APA - The Engineered Wood 

Association) submitted to the National Bureau of Standards (now the National Institute of 

Standards and Technology) a draft of a proposed Commercial Standard on softwood plywood, 

with a request that it be processed as a revision and consolidation of Commercial Standards 

CS 45-60 Douglas Fir Plywood, CS 122-60 Western Softwood Plywood, and CS 259-63 

Southern Pine Plywood. On November 1, 1966, Product Standard PS 1-66 Softwood Plywood, 

Construction and Industrial became effective. It was the first Voluntary Product Standard 

developed under new Department procedures, issued on November 16, 1965, for development 

of Voluntary Product Standards. 

Since 1966, there have been four revisions to the Standard: 
 52

C2.1 PS 1-74 Construction and Industrial Plywood became effective August 1, 1974. 

Among other revisions, this version added over 20 species, primarily Southeast Asian 

hardwoods, to Table 1. 

C2.2 PS 1-83 Construction and Industrial Plywood became effective December 30, 1983. 

This version added performance-based test methods and criteria for span rated applications. 

C2.3 PS 1-95 Construction and Industrial Plywood became effective September 7, 1995. 

This version included the incorporation of a performance-based method for evaluating plywood 

manufactured with species not listed in Table 1, made desirable because of the changing 

available timber resource for plywood production. The revisions included the elimination of 

Structural II panel grades from the Standard because this product had rarely been 

manufactured since it was first introduced in PS 1-66.