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AS 1288-1994 glass in buildings - selection and installation

Standard Number:  AS 1288-1994
Title:  glass in buildings - selection and installation
Language:  English
Publication Date:  1994/8/29
Execute Date:  1994/10/17
Status:  AvailableW
International Classification for Standards (ICS)GLASS AND CERAMICS INDUSTRIES>>Glass>>Glass in building
Publisher:  Australia Standards(AS)
Price:  
Number of Pages:104P.;A4  

Preface:   
Description:Specifies procedures for the selection of glass to comply with wind loading requirements and human impact considerations for framed and unframed glass assemblies of limited dimensions. The Standard also includes installation guidelines and appendices for  
Catalog:Document Contents
AS 1288-1994 GLASS IN BUILDINGS-SELECTION AND INSTALLATION
PREFACE
CONTENTS
SECTION 1 SCOPE AND GENERAL
1.1 SCOPE
1.2 APPLICATION
1.3 REFERENCED DOCUMENTS
1.4 DEFINITIONS
1.4.1 Area
1.4.2 Aspect ratio
1.4.3 Balustrade
1.4.4 Buildings
1.4.5 Chair rail
1.4.6 Door
1.4.7 Double glazing
1.4.8 Double windows
1.4.9 Fin
1.4.10 Frame
1.4.11 Glass
1.4.12 Heat-strengthened glass
1.4.13 Internal partition
1.4.14 Laminated glass
1.4.15 Laminated safety glass
1.4.16 Maximum thickness
1.4.17 Minimum thickness
1.4.18 Nominal thickness
1.4.19 Ordinary annealed glass
1.4.20 Safety glazing materials
1.4.21 Safety organic-coated glass
1.4.22 Safety wired glass
1.4.23 Sealed insulating glass unit
1.4.24 Shopfront
1.4.25 Shower doors, shower screens, and bath enclosures
1.4.26 Side panel
1.4.27 Size
1.4.28 Span
1.4.29 Stall board
1.4.30 Structural sealant
1.4.31 Thickness
1.4.32 Toughened glass
1.4.33 Toughened safety glass
1.5 NOTATION
SECTION 2 MATERIALS
2.1 GLASS
2.1.1 General
2.1.2 Heat-strengthened glass
2.1.3 Toughened glass
2.1.4 Safety glazing material
2.1.5 Safety organic-coated glass
2.2 OTHER GLAZING MATERIALS
2.2.1 General
2.2.2 Sealants
2.2.3 Gaskets
2.2.4 Setting blocks, location blocks, and distance pieces
SECTION 3 GENERAL REQUIREMENTS
3.1 DIMENSIONAL REQUIREMENTS
3.1.1 Thickness
3.1.2 Area
3.2 FRAMING REQUIREMENTS
3.2.1 Frames
3.2.2 Panels glazed into the building structure
3.2.3 Mixed framing
3.3 STANDARD NOMINAL THICKNESS OF GLASS
3.4 NON-STANDARD NOMINAL THICKNESS OF GLASS
3.5 DESIGN REQUIREMENTS FOR SPECIAL SITUATIONS
3.5.1 General
3.5.2 Design stresses
3.6 FIRE RESISTANCE
3.7 CHAIR RAIL
SECTION 4 WIND LOADING REQUIREMENTS
4.1 GENERAL
4.2 DESIGN WIND PRESSURE
4.3 ORDINARY ANNEALED GLASS OF STANDARD NOMINAL THICKNESSES
4.3.1 General
4.3.2 Rectangles of glass supported on all sides
4.3.3 Rectangles of glass supported on two opposite sides only
4.4 ORDINARY ANNEALED GLASS NOT OF A STANDARD NOMINAL THICKNESS
4.4.1 Rectangles of glass supported on all sides
4.4.2 Rectangles of glass supported on two opposite sides only
4.5 GLASS OTHER THAN ORDINARY ANNEALED GLASS
4.5.1 General
4.5.2 Standard nominal thicknesses
4.5.3 Non-standard thicknesses
SECTION 5 HUMAN IMPACT SAFETY REQUIREMENTS
5.1 GENERAL
5.2 FRAMING OF DOORS AND PANELS
5.3 EXPOSED EDGES
5.4 SUBSTITUTION OF SAFETY GLASSES
5.5 USE OF SAFETY GLASSES OF NON- STANDARD THICKNESSES
5.6 SEALED INSULATING GLASS UNITS
5.7 IDENTIFICATION OF SAFETY GLAZING MATERIALS
5.8 DOORS
5.9 SIDE PANELS
5.9.1 Framed side panels
5.9.2 Unframed side panels
5.9.3 Louvres in side panels
5.10 GLAZED PANELS NOT DEFINED AS DOORS OR SIDE PANELS, WHICH ARE CAPABLE OF BEING MISTAK...
5.10.1 General
5.10.2 Framed panels
5.10.3 Unframed panels
5.11 GLAZED PANELS, NOT DEFINED AS DOORS OR SIDE PANELS, ON THE PERIMETER OF ROOMS OF RES...
5.11.1 Framed glazing
5.11.2 Unframed glazing
5.11.3 Louvres
5.12 SHOWER DOORS, SHOWER SCREENS AND BATH ENCLOSURES
5.13 SHOPFRONTS AND INTERNAL PARTITIONS
5.13.1 General
5.13.2 Framed panels
5.13.3 Unframed Panels
5.14 BALUSTRADES
5.14.1 Balustrade infill panels
5.14.2 Structural self-supporting balustrades
5.15 LOW-LEVEL GLASS IN SCHOOL AND CHILD- CARE BUILDINGS
5.16 GLASS FOR BUILDINGS DESIGNED FOR SPECIAL ACTIVITIES
5.17 LEADLIGHT GLAZING
5.18 OPERABLE WINDOWS
SECTION 6 REQUIREMENTS FOR LOUVRES AND SLOPED OVERHEAD GLAZING
6.1 GENERAL
6.2 LOUVRES
6.3 SLOPED OVERHEAD GLAZING (INCLUDING ROOFLIGHTS)
6.3.1 General
6.3.2 Design criteria
6.3.3 Glass spans for non-trafficable roofs
SECTION 7 INSTALLATION
7.1 GENERAL
7.2 DIMENSIONAL REQUIREMENTS
7.2.1 General
7.2.2 Front putty width
7.2.3 Dimensions of rebates and grooves
7.3 USE OF GLAZING MATERIALS
7.3.1 Suitability of materials
7.3.2 Compatibility of materials
7.3.3 Application of materials
7.3.4 Life expectancy of materials
7.3.5 Setting blocks and location blocks
7.3.6 Distance pieces
7.3.7 Beads
7.4 PREPARATION OF REBATES, GROOVES, AND BEADS
SECTION 8 UNFRAMED TOUGHENED GLASS ASSEMBLIES
8.1 GENERAL
8.2 DESIGN CONSIDERATIONS
8.2.1 Fail-safe requirements
8.2.2 Components
8.2.3 Glass design stress
8.2.4 Provision for expansion and structural movement
8.2.5 Adjustment
8.3 GLAZING TECHNIQUES
8.3.1 General
8.3.2 Sizing
8.3.3 Glazing
APPENDIX A - DETERMINATION OF SURFACE AND EDGE COMPRESSION STRESSES FOR HEAT-STRENGTHENED...
APPENDIX B - DETERMINATION OF MAXIMUM AND MINIMUM THICKNESS
B1 SCOPE
B2 APPARATUS
B3 PROCEDURE
APPENDIX C - BASIS FOR DETERMINATION OF THICKNESS OR AREA OF GLASS IN ACCORDANCE WITH THE...
C1 RECTANGLES OF GLASS SUPPORTED ON ALL SIDES
C2 RECTANGLES OF GLASS SUPPORTED ON TWO OPPOSITE SIDES ONLY
C3 MAXIMUM ASPECT RATIOS FOR APPLICATION OF FIGURE 4.1-RECTANGLES OF GLASS SUPPORTED ON A...
C4 SAMPLE CALCULATIONS FOR DETERMINATION OF THICKNESS, AREA, OR SPAN TO RESIST WIND LOADI...
C4.1 Examples for determination for ordinary annealed glass of standard nominal thickness
C4.2 Examples for determination for ordinary annealed glass not of a standard nominal thi...
C4.3 Example relating to Clause 4.5.2 for determination for glass of standard nominal thi...
APPENDIX D - SIMPLIFIED METHOD OF DETERMINING DESIGN WIND PRESSURES
D1 INTRODUCTION
D2 BUILDING LIMITATIONS
APPENDIX E - DESIGN CHARTS AND TABLES FOR WIND LOADING FOR THE COMMONLY USED GLASS TYPES
E1 CHARTS
E2 TABLES
TABLE E1 - MAXIMUM AREAS FOR ANNEALED FLOAT GLASS SUPPORTED ON ALL SIDES
TABLE E2 - MAXIMUM SPANS FOR ANNEALED FLAT GLASS SUPPORTED ON TWO OPPOSITE SIDES ONLY
TABLE E3 - MAXIMUM AREAS FOR TOUGHENED FLOAT GLASS SUPPORTED ON ALL SIDES
TABLE E4 - MAXIMUM SPANS FOR TOUGHENED FLOAT GLASS SUPPORTED ON TWO OPPOSITE SIDES ONLY
TABLE E5 - MAXIMUM AREAS FOR HEAT STRENGTHENED FLOAT GLASS SUPPORTED ON ALL SIDES
TABLE E6 - MAXIMUM SPANS FOR HEAT-STRENGTHENED FLOAT GLASS SUPPORTED ON TWO OPPOSITE SIDE...
TABLE E7 - MAXIMUM AREAS FOR ANNEALED FLAT GLASS IN SEALED INSULATING GLASS UNITS SUPPORT...
TABLE E8 - MAXIMUM AREAS FOR LAMINATED (ANNEALED FLOAT) GLASS SUPPORTED ON ALL SIDES
TABLE E9 - MAXIMUM SPANS FOR LAMINATED (ANNEALED FLOAT) GLASS SUPPORTED ON TWO OPPOSITE S...
TABLE E10 - MAXIMUM AREAS FOR ANNEALED PATTERNED GLASS SUPPORTED ON ALL SIDES
TABLE E11 - MAXIMUM SPANS FOR ANNEALED PATTERNED GLASS SUPPORTED ON TWO OPPOSITE SIDES ON...
TABLE E12 - MAXIMUM AREAS FOR TOUGHENED PATTERNED GLASS SUPPORTED ON ALL EDGES
TABLE E13 - MAXIMUM SPANS FOR TOUGHENED PATTERNED GLASS SUPPORTED ON TWO OPPOSITE SIDES O...
TABLE E14 - MAXIMUM AREAS FOR 6 MM WIRED GLASS SUPPORTED ON ALL SIDES
TABLE E15 - MAXIMUM SPANS FOR 6 MM WIRED GLASS SUPPORTED ON TWO OPPOSITE SIDES ONLY
APPENDIX F - INTERPRETATION OF THE MOST COMMON HUMAN IMPACT SAFETY REQUIREMENTS
F1 GENERAL
F2 FLOW CHART ON THE USE OF GLASS IN DOORS AND CERTAIN PANELS
F3 EXAMPLES OF THE USE OF GLASS IN COMPLIANCE WITH THE HUMAN IMPACT SAFETY REQUIREMENTS
TABLE F1 - TYPE OF BUILDING, APPLICATION OF GLASS AND THE RELEVANT CLAUSES RELATED TO THE...
TABLE F2 - HUMAN IMPACT SAFETY REQUIREMENTS FOR THE TYPICAL EXAMPLES OF FULLY FRAMED DOOR...
TABLE F3 - HUMAN IMPACT SAFETY REQUIREMENTS FOR THE TYPICAL EXAMPLES OF FULLY FRAMED DOOR...
TABLE F4 - HUMAN IMPACT SAFETY REQUIREMENTS FOR THE TYPICAL EXAMPLES OF PANELS WHICH ARE ...
TABLE F5 - HUMAN IMPACT SAFETY REQUIREMENTS FOR THE TYPICAL EXAMPLES OF PANELS IN INTERNA...
TABLE F6 - HUMAN IMPACT SAFETY REQUIREMENTS FOR THE TYPICAL EXAMPLES OF FULLY FRAMED PANE...
TABLE F7 - HUMAN IMPACT SAFETY REQUIREMENTS FOR THE TYPICAL EXAMPLES OF PANELS IN SHOWER ...
TABLE F8 HUMAN IMPACT SAFETY REQUIREMENTS FOR THE TYPICAL EXAMPLES OF PANELS IN LOW-LEVEL...
APPENDIX G - ASPECTS FOR CONSIDERATION IN THE SELECTION OF GLASS FOR SLOPED OVERHEAD GLAZ...
G1 GENERAL
G2 FRACTURE CHARACTERISTICS OF VARIOUS GLASS TYPES
G2.1 Toughened safety glass
G2.2 Laminated safety glass
G2.3 Safety wired glass
G2.4 Heat-strengthened laminated safety glass
G2.5 Toughened laminated safety glass
APPENDIX H - BASIS FOR DETERMINATION OF FIN DESIGN TO PREVENT BUCKLING
H1 INTRODUCTION
H2 BEAMS WITH INTERMEDIATE BUCKLING RESTRAINTS
H3 BEAMS WITH NO INTERMEDIATE BUCKLING RESTRAINTS
H4 CONTINUOUSLY RESTRAINED BEAMS
H5 BUCKLING RESTRAINTS
  
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Tile in English:  glass in buildings - selection and installation

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