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AS 2050-1995

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

Installation of roof tiles

Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Superseded date

24-05-2024

Superseded by

AS 2050-2002

Published date

01-01-1995

€45.79
Excluding VAT

1 - AS 2050-1995 INSTALLATION OF ROOF TILES
4 - PREFACE
5 - CONTENTS
6 - SECTION 1 SCOPE AND GENERAL
6 - 1.1 SCOPE
6 - 1.2 REFERENCED DOCUMENTS
7 - 1.3 DEFINITIONS
7 - 1.3.1 Accessory
7 - 1.3.2 Edge of roof
7 - 1.3.3 Fixing materials
7 - 1.3.4 High wind areas
7 - 1.3.5 Required
7 - 1.3.6 Roof tile
7 - 1.3.7 Weatherproof
7 - 1.4 PERFORMANCE REQUIREMENTS FOR THE COMPLETED ROOF
7 - 1.4.1 Loading
7 - 1.4.2 Weather resistance
7 - 1.4.3 Adhesive mechanical fastening
8 - SECTION 2 MATERIALS
8 - 2.1 SARKING
8 - 2.1.1 Pliable roof sarking
8 - 2.1.2 Reflective foil laminate
8 - 2.1.3 Rigid or semi-rigid materials
8 - 2.2 ROOF BATTENS
8 - 2.2.1 Timber battens
8 - 2.2.2 Steel battens
8 - 2.3 MORTAR
8 - 2.4 FIXING SYSTEMS
8 - 2.4.1 General
8 - 2.4.2 Fixing requirements
11 - SECTION 3 INSTALLATION
11 - 3.1 SARKING
11 - 3.1.1 General
11 - 3.1.2 Damage
11 - 3.1.3 Requirements for roofs without general sarking
11 - 3.2 BATTENS AND RAFTERS
11 - 3.2.1 General
11 - 3.2.2 Batten alignment
12 - 3.2.3 Batten spacing
12 - 3.2.4 Batten fixing
12 - 3.2.5 Batten joins
12 - 3.3 TILES AND ACCESSORIES
12 - 3.3.1 General
12 - 3.3.2 Sarked roofs
12 - 3.3.3 Set out
12 - 3.3.4 Gable tiles
12 - 3.3.5 Eaves tiles
12 - 3.3.6 Hips
12 - 3.3.7 Ridging
12 - 3.3.8 Barge tiles
13 - 3.4 BEDDING AND POINTING
13 - 3.5 TILING OVER FIRE WALLS
13 - 3.6 WORKMANSHIP
14 - APPENDIX A - PRECAUTIONS AGAINST WIND EFFECTS
14 - A1 GENERAL
14 - A2 HIGH WIND AREAS
14 - A3 WIND EFFECTS
14 - A4 CONSTRUCTIONAL SAFEGUARDS IN HIGH WIND AREAS
14 - A4.1 Fixing of tiles to battens
14 - A4.2 Fixing of battens to rafters
14 - A4.3 Use of sarking
15 - APPENDIX B - INFORMATION AND WORK NOT NORMALLY PROVIDED BY THE ROOF TILER
17 - APPENDIX C - DYNAMIC WEATHER RESISTANCE TEST
17 - C1 SCOPE
17 - C2 PRINCIPLE
17 - C3 APPARATUS
18 - C4 TEST SPECIMEN
18 - C5 CONTROL SPECIMEN
18 - C6 PROCEDURE
19 - C7 REPORT
20 - APPENDIX D - ACCEPTABLE NAIL SIZES FOR BATTEN SIZE RELATIVE TO RAFTER SPACING FOR HAND NAILING
22 - APPENDIX E - ACCEPTABLE NAIL SIZES FOR BATTEN SIZE RELATIVE TO RAFTER SPACING FOR GUN NAILING
24 - APPENDIX F - TEST METHOD TO DETERMINE THE WIND UPLIFT RATING OF AN ADHESIVE MECHANICAL FASTENING AFTER CONDITIONING
24 - F1 SCOPE
24 - F2 PRINCIPLE
24 - F3 APPARATUS AND MATERIALS
24 - F4 CONDITIONING OF TEST ROOF SEGMENT
24 - F5 PROCEDURE
25 - F6 ACCEPTANCE CRITERION
25 - F7 REPORT

Specifies the requirements for the placement and fixing of concrete and terracotta roof tiles to roofs of buildings which are intended for domestic, commercial or light industrial purposes. It only applies to roofs with a pitch of 15 degrees or greater. It also includes diagrams showing the mechanical fixing requirements of ridge tiles in different wind zones. Informative appendices give acceptable nail sizes for batten size relative to rafter spacing for gun and hand nailing.

Committee
BD-008
DocumentType
Standard
ISBN
0 7262 9407 1
Pages
21
ProductNote
See also AS 2050-1989
PublisherName
Standards Australia
Status
Superseded
SupersededBy
Supersedes
UnderRevision

This Standard sets out requirements for the placement and fixing of concrete and terracotta roof tiles of the types specified in AS 2049. The fixing methods described in this Standard apply only to roofs of buildings which are intended for domestic, commercial or light industrial purposes.This Standard applies only to roofs with a pitch of 15 or greater.NOTES:1 This Standard does not restrict the use of other fixing and fastening methods or materials where it can be shown that they are not inferior to the performance achieved by the materials and methods described herein.2 Where it is intended to fix tiles to roofs with a pitch of less than 15, the tile manufacturer's advice should be sought.3 The type of roof construction described in this Standard may not be adequate to resist wind forces in cases where the height of the eaves is more than 15 m above the mean surrounding ground level. In such cases, or in areas where cyclones or high winds are known to occur, the fixing and fastening methods and sarking recommendations given in Appendix A are recommended.4 Appendix B provides information on the data normally provided by the specifier and the tile manufacturer, and on the work normally carried out as part of the tiling operation.

For history of AS 2050 before 1989, see Preface.
Third edition 1995.

AS 3972-1997 Portland and blended cements
AS 1170.1-1981 Minimum design loads on structures (known as the SAA Loading Code) Dead and live loads
AS 1170.2-1989 Minimum design loads on structures (known as the SAA Loading Code) Wind loads
AS 2334-1980 Steel nails - Metric series (Reconfirmed 2015)
AS 1397-1993 Steel sheet and strip - Hot-dipped zinc-coated or aluminium/zinc-coated
AS 2049-1992 Roof tiles
AS 1538-1988 Cold-formed Steel Structures Code
AS 1562.1-1992 Design and installation of sheet roof and wall cladding Metal (Reconfirmed 2016)
AS A123-1963 Mortar for masonry construction
AS 2758.1-1998 Aggregates and rock for engineering purposes - Concrete aggregates
AS 1672-1974
AS 1720.1-1988 Timber structures (known as the SAA Timber Structures Code) Design methods
AS 3566-1988 Screws - Self-drilling - For the building and construction industries
AS 1316-1972 Masonry cement (metric units)
AS 3623-1993 Domestic metal framing (Reconfirmed 2018)
AS 4055-1992 Wind loads for housing
AS 1170.3-1990 Minimum design loads on structures (known as the SAA Loading Code) - Snow loads
AS/NZS 4200.2:1994 Pliable building membranes and underlays Installation requirements
AS/NZS 4200.1:1994 Pliable building membranes and underlays Materials

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