Standard
UPDATE AVAILABLE

AS/NZS 2269:2004

[Superseded]

Plywood — Structural

Included in NCC Primary References Historical Editions, Supplements and Amendments Set
Specifies requirements for the manufacture, grading, finishing and branding of structural plywood. It provides specifications for both stress and surface grades and specifies veneer qualities, bond quality, standard lay-up construction, dimensional tolerances, joints, moisture content and characteristic strength and stiffness values for the nominated stress grades. Five surface grades, based on the veneer quality of the face and back veneers, A, S, B, C and D and one bond quality, Type A bond, are prescribed.
Published: 11/06/2004
Pages: 27
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
Preface
1 Scope and general
1.1 Scope
1.2 Application
1.3 Referenced documents
1.4 Definitions
1.5 Grades of structural plywood
1.5.1 General
1.5.2 Surface grades
1.5.3 Stress grades
1.6 Dimensions and shape
1.6.1 Dimensions
1.6.2 Shape
1.7 Moisture content
1.8 Finish
1.9 Joints in sheets
1.10 Immunization and preservative treatment
1.10.1 Immunization of lyctid-susceptible sapwood
1.10.2 Preservative treatment
1.11 Formaldehyde emission classes
1.12 Branding
2 Veneer quality
2.1 General requirements for all veneers
2.2 Quality A veneer
2.2.1 General
2.2.2 Non-permitted imperfections
2.2.3 Permitted imperfections
2.3 Quality S veneer
2.4 Quality B veneer
2.4.1 General
2.4.2 Non-permitted imperfections
2.4.3 Permitted imperfections
2.5 Quality C veneer
2.5.1 General
2.5.2 Non-permitted imperfections
2.5.3 Permitted imperfections
2.6 Quality D veneer
2.6.1 General
2.6.2 Permitted imperfections
3 Manufacturing requirements
3.1 Joints in veneer
3.1.1 End joints
3.1.2 Edge joints
3.2 Structural joints in plywood sheets
3.3 Bonding between plies
3.4 Assembly of plywood
3.4.1 Construction
3.4.2 Standard constructions
3.4.3 Non-standard constructions
3.4.4 Lay‑up of plies
4 Application of stress grades and mechanical properties to structural plywood panels
4.1 General
4.2 Veneers of determined elasticity modulus
4.2.1 General
4.2.2 F-grade determination
4.2.3 Section properties
4.3 Mechanically F-graded structural plywood sheets
4.4 In-grade testing
4.4.1 General
4.4.2 Plywood manufactured from a single species
4.4.3 Plywood manufactured from mixed species
4.5 Capacity of plywood
Appendix A
Appendix B
B1 Method of calculation of section properties
B2 Definitions for use in calculation of section properties
B3 Calculation method
B3.1 Face grain parallel to the span
B3.2 Face grain perpendicular to the span
B4 Section properties for standard constructions
Appendix C
C1 Scope
C2 Principle
C3 Apparatus
C4 Grading conditions
C5 Plywood conditions
C6 Procedure
C7 Marking
Appendix D
D1 Scope
D2 Statistical sampling
D3 Product certification
D4 References
Appendix E
Amendment control sheet
Cited references in this standard
[Current]
Methods of test for veneer and plywood, Method 3: Bond quality and strength of scarf joints in plywood
[Current]
Methods of test for veneer and plywood, Method 2: Bond quality of plywood (chisel test)
[Superseded]
Specification for preservative treatment, Part 1: Sawn and round timber
[Current]
Timber structures, Part 1: Design methods
[Current]
Calibration and classification of force-measuring systems
Content history
[Superseded]
[Superseded]
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