AS1288-2006 - Industry Guide

Using AS 1288 : 2006

A Window Industry Guide

Prepared by

Australian Window Assoc

Email [email protected]

Website www.awa.org.au

DISCLAIMER: Any advice, recommendation, information, assistance or service provided by the AWA in relation to this guidance document is given in good faith and is believed by the AWA to be correct and appropriate, but is given without any liability or responsibility on the AWA’s behalf

AS 1288 - Glass in Buildings,

Selection and Installation AS1288-2006 sets out data and procedures for determining glass types and thickness requirements for all buildings and will be referenced in the Building Code of Australia 2006; thereby superseding AS 1288—1994. Glass strength requirements are given for glazing based on the tensile stresses developed on the surface of the glass. The objective of this Standard is to provide uniform direction for the use and installation of glazing throughout Australia, to allow its use in legislation, and to clarify technical definitions. Under this revision consideration was given to the existing human impact safety requirements of AS 1288—1994 and to numerous other international Standards regarding human safety. There was

recognition that accidents involving glass continue at a high rate and at a considerable cost to the community. With these factors in mind, changes were made that have resulted in the introduction of increased areas of safety glass and the reduction of areas of ordinary glass in locations where accidents are known to occur at greater frequency. The Standard has also been closely aligned with international practice by the adoption of selected criteria from international Standards and the change to ultimate limit state design in the new wind code AS/NZS1170 has necessitated the corresponding upgrading of the wind loading charts. The new charts are based on the increased ultimate limit state wind loads. Improved design charts include basic criteria such as the influence of aspect ratio and slenderness factor. The charts incorporate all relevant aspects that influence the performance of glass in the one chart for each glass type and thickness. The sections of the Standard are: SECTION 1 SCOPE AND GENERAL 1.1 SCOPE 1.2 APPLICATION 1.3 NORMATIVE REFERENCES 1.4 DEFINITIONS SECTION 2 MATERIALS 2.1 GLASS 2.2 OTHER GLAZING MATERIALS SECTION 3 GENERAL DESIGN CRITERIA 3.1 GENERAL 3.2 LOADS AND OTHER ACTIONS 3.3 LIMIT STATES 3.4 LAMINATED GLASS AND INSULATING GLASS UNITS 3.5 FRAMES 3.6 DESIGN THICKNESS OF GLASS 3.7 STRUCTURAL SILICONE SECTION 4 DESIGN FOR WIND LOADING 4.1 GENERAL 4.2 DESIGN WIND PRESSURE 4.3 INSULATING GLASS UNITS 4.4 MAXIMUM SPAN FOR GLASS PANELS SUBJECTED TO WIND LOADING 4.5 ORGANIC SAFETY FILMS AND OTHER GLASS COATINGS SECTION 5 CRITERIA FOR HUMAN IMPACT SAFETY 5.1 SCOPE 5.2 DOORS 5.3 SIDE PANELS 5.4 GLAZING CAPABLE OF BEING MISTAKEN FOR A DOORWAY OR OPENING

AWA AS1288:2006Guide © Page 2 15/03/2006

5.5 LOW-LEVEL GLAZING IN RESIDENTIAL BUILDINGS

5.6 EXTERNAL SHOPFRONTS 5.7 INTERNAL SHOPFRONTS AND INTERNAL PARTITIONS 5.8 BATHROOM, ENSUITE AND SPA ROOM GLAZING 5.9 BALUSTRADES 5.10 SCHOOLS, CHILDHOOD CENTRES, AGED CARE, RETIREMENT VILLAGES, NURSING HOMES 5.11 MIRRORS AND OTHER TYPES OF GLASS SUBJECT TO RISK OF HUMAN IMPACT 5.12 LOUVRE BLADES SUBJECT TO RISK OF HUMAN IMPACT 5.13 WINDOW SEAT GLAZING 5.14 OPERABLE WINDOWS 5.15 TWO-EDGE UNFRAMED GLAZING 5.16 STAIRWAY GLAZING 5.17 LEADLIGHTS 5.18 CURVED GLASS 5.19 MAKING GLASS VISIBLE (MANIFESTATION) 5.20 UNFRAMED EDGES 5.21 USE OF SAFETY GLASS OF NON-STANDARD THICKNESSES 5.22 INSULATING GLASS UNITS 5.23 IDENTIFICATION OF SAFETY GLASS 5.24 AREAS SUBJECT TO HIGH RISK OF BREAKAGE 5.25 FIRE DOORS SECTION 6 SLOPED OVERHEAD GLAZING 6.1 GENERAL 6.2 LOADS AND ACTIONS 6.3 LOAD COMBINATIONS 6.4 DESIGN CRITERIA 6.5 SELECTION OF OVERHEAD GLASS SECTION 7 BALUSTRADES 7.1 GENERAL 7.2 LOADS AND OTHER ACTIONS 7.3 SELECTION OF BALUSTRADE GLASS SECTION 8 INSTALLATION 8.1 SCOPE 8.2 SITE WORKING AND DAMAGE OF GLASS 8.3 DIMENSIONAL REQUIREMENTS 8.4 GLAZING MATERIALS 8.5 SETTING BLOCKS 8.6 LOCATION BLOCKS 8.7 DISTANCE PIECES 8.8 PREPARATION OF REBATES AND GROOVES 8.9 GLAZING BEADS 8.10 STRUCTURAL SEALANTS SECTION 9 FRAMED, UNFRAMED, AND PARTLY FRAMED GLASS ASSEMBLIES 9.1 GENERAL 9.2 STRUCTURAL SILICONE 9.3 FACETED GLAZING 9.4 FIN-SUPPORTED GLAZING 9.5 UNFRAMED TOUGHENED AND TOUGHENED LAMINATED GLASS ASSEMBLIES APPENDICES A SIMPLIFIED METHOD OF DETERMINING ULS AND SLS DESIGN WIND PRESSURES B WORKED EXAMPLES TO SECTION 4 WIND LOADING REQUIREMENTS C BASIS FOR DETERMINATION OF FIN DESIGN TO PREVENT BUCKLING D RECOMMENDATIONS FOR SHOWER SCREEN INSTALLATION E SLOPED OVERHEAD GLAZING FRACTURE CHARACTERISTICS F STRUCTURAL SILICONE GLAZING G FLOW CHARTS H BIBLIOGRAPHY SUPPLEMENT LOOK UP TABLES

AWA AS1288:2006Guide © Page 3 15/03/2006

GENERAL Following is a summary of AS1288 which covers the main areas of the Standard relevant to the Window Industry. The information is a quick reference guide only and is not intended to replace the Standard. This guide should be read in conjunction with AS1288:2006 and if there is any doubt or confusion then please refer to the Australian Standard. In general, glazing shall satisfy the design requirements for ultimate and serviceability limit states in accordance with the procedures given in the Standard, as appropriate. For the construction and installation of windows, sliding doors, adjustable louvres, shopfronts and window walls, refer to AS 2047. When completely assembled and glazed, the secondary design action effects due to deflection of the frame member supporting the edge of the glass shall be allowed for. The following frame deflection limits under serviceability loading satisfy or are an acceptable alternative to Clause 3.5.1: (a) Single glazing or insulating glass units, as specified in AS 2047, complying with the deflection limits of that Standard.

(b) Span/150 for all other applications. A panel glazed directly into a building structure by means of appropriate beads or stops shall be considered to be framed provided the assembly complies with deflection requirements of Section 3. Glass supported along the top and bottom edges by one means and along the vertical edges by another means shall be considered to be framed provided each frame member of the assembly complies with the deflection requirements of Section 3. AREA For a given type and thickness of glass the area shall be determined on the basis of all of the following criteria:

Section 3 Wind loading - General design, first principles Section 4 Wind loading – Simplified provisions, deemed to comply Section 5 Human impact Section 6 Louvres and overhead glazing

For 3 mm annealed glass the allowable area shall not be greater than:

a. 0.85 m2 for monolithic annealed glass, or

b. 1.36 m2 for IGU’s.

DESIGN Section 4 sets out a deemed-to-comply methodology for determining the minimum glass thickness to be used to resist the ultimate limit state design wind pressures. However, the location of the glass within the building may require additional considerations, such as human impact, which may impose either a minimum glass thickness above the basic calculation of this Section or a provision for a specific glass type or both. Compliance with Section 4 is deemed to meet, or be an acceptable solution to, the strength limit state requirements of Clause 3.3 for the ultimate wind loads determined in accordance with AS/NZS 1170.2 and the serviceability limit state deflection limit requirements of Clause 3.3.3. The limitation of area for monolithic annealed glass shall also be applicable (see Clause 3 in AS1288:2006). The design wind pressure (Pu) shall be the ultimate limit state design wind pressure determined in accordance with the BCA for the importance level of the building and the appropriate annual

AWA AS1288:2006Guide © Page 4 15/03/2006

probability of exceedance and in accordance with AS 1170.2, AS/NZS 1170.2 or AS 4055, as appropriate. When loads are shared between panes of glass within an insulating glass unit, each pane of glass shall be checked individually for the ultimate limit state design wind pressure multiplied by the relative load-sharing factor, in accordance with Clause 3.4.2. For rectangles of glass supported along all four edges, the span (B) for the selected standard nominal thickness shall be determined either graphically from Figures 4.1 to 4.34 or using the formula and the corresponding constants provided below the graph for each type of glass and thickness, where B is the smaller rectangular glass panel dimension. For rectangles of glass supported on two opposite edges, the minimum glass thickness for a span and a specific ultimate limit state design wind pressure shall be determined from Figures 4.1 to 4.34 for ordinary annealed, laminated, heat-strengthened, and toughened glass respectively. For rectangles of glass supported on three edges, the minimum glass thickness shall be determined

as for two-edge support spanning along the unsupported edge. For heat-strengthened laminated and toughened laminated glass, the maximum span for a given standard nominal thickness for a given panel size shall be determined from Figures 4.27 to 4.34 respectively with the design wind pressure being divided by the appropriate glass type factor. Note:

Linear interpolation is permitted between the lines for each aspect ratio.

Alternatively, span B may be determined from the tables in AS 1288 Supp 1.

It should be noted that a more economical design might be obtained by following the design procedures given in Section 3 of this Standard. For an example calculation, see Appendix B.

Butt glazing of adjacent panels in the same plane should not be considered as a support when using Figures 4.1 to 4.34.

HUMAN IMPACT SAFETY REQUIREMENTS Where any glazing is within 2000 mm above the ground level of all buildings it is considered likely to be subjected to human impact must comply with the human impact safety requirements of Section 5. Where reference is made to floor or ground level this means the highest abutting finished floor or ground level. In some circumstances the requirements of other Sections can exceed the requirements of this Section Accident statistics show that glazing in some locations in buildings is more vulnerable to human impact than in others. These critical locations include the following: (a) In and around doors (particularly in side panels which may be mistaken for doors).

(b) Panels mistaken for a doorway or opening. (c) Panels at low levels in walls and partitions. (d) Bathrooms, spa rooms and ensuites. (e) Buildings associated with special activities, e.g., gymnasia, enclosed swimming pools, etc. (f) Schools and child care facilities. (g) Retirement villages, nursing homes, and aged care facilities.

Precautions should be taken to reduce the risk of injuries that can result from glass breakage by— (a) selecting glass of a suitable type, thickness and size in accordance with this Section; (b) enhancing a person’s awareness of the presence of glass by making glass visible (c) (manifestation, see Clause 5.19); or (d) inimized manual handling of large pieces of glass during installation.

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Glass is a brittle material. The application of Section 5 requiring the use of either safety glass or

thicker annealed glass will reduce the risk of injury from human impact. This does not assume that the glass will not be broken under all human impact conditions, but rather it will not be broken under the most likely forms of human impact. When broken, the likelihood of cutting or piercing injuries will be inimized by virtue of the protection given to the glass, or by the limited size or increased thickness, or by the fracture characteristics of the glass. Section 5 provides for use of

Grade A safety glazing

Grade B safety glazing

Heat strengthened glass

Ordinary annealed glass

CRITICAL LOCATIONS A consideration for determining type of glazing required:

Is a glazed panel capable of being mistaken for a doorway or unimpeded path of travel? (Refer Clause 5.19 in AS1288)

If the presence of glass in a door, side panel or a panel capable of being mistaken for a doorway or opening is not made apparent by transoms, colonial bars, or other components of the glazing system, or other decorative treatment such as being opaque or patterned, the glass shall be marked to make it visible. Where the marking is achieved using an applied adhesive material, the adhesive material shall be of a type that prevents peeling of the band or the lifting of its edges

from the glass surface. The band and adhesive shall be of durable materials that are resistant to chemicals, heat and water and that are unaffected by cleaning and maintenance procedures. The band shall be readily apparent. This may be achieved either by ensuring that the band contrasts with the background or by increasing the height of the band. Making glass visible by marking is not a substitute for the use of safety glass where it is a requirement of this section. Marking shall comply with either (a) or (b) and located in height so that the vertical distance from the floor level is:

(i) Not less than 700 mm to the upper edge of the band; (ii) Not more than 1200 mm to the lower edge of the band.

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(a) Marking shall be in the form of a continuous opaque band or repeated markings not less than 20mm high.

(b) A broken line or patterns using company logos shall be an acceptable form of marking provided it meets the other criteria in this clause.

Whilst not required for compliance to Clause 5.19, it is recommended by the AWA that where the band is not continuous, spacings between groups of markings not exceed 1.5 times the maximum height of the marking or logo and the band or markings extend to 60% of the visible daylight opening width.

Example of Manifestation A band or marking is not required where any of the following applies:

(i) The height of the glass panel is no greater than 1000 mm at any part;

(iii) The width of the glazing is no greater than 500 mm at any part (with faceted glazing this

applies to the overall panel assembly – not individual glass panels)

(iii) There is no glazing within 700 mm of the finished floor level.

LOW LITES AND WINDOWS THAT ARE FULL HEIGHT Low-level glazing, where the lowest sightline is less than 500 mm from the floor or ground level, shall be: (i) Grade A safety glass in accordance with Table 5.1; or (ii) For fully framed glazing, ordinary annealed glass not less than 5 mm minimum nominal

thickness up to a maximum area of 1.2 m2. Larger areas of ordinary annealed glass are not

permitted regardless of glass thickness. Note: On tall Double-Hung Windows both sashes could be within 500mm of floor level so both

sashes need to comply with human impact clause. AWA AS1288:2006Guide © Page 7 15/03/2006

BATHROOM WINDOWS Glazing, including mirrors, within 2000 mm above the floor level in bathrooms, ensuites, and rooms or enclosures containing spa pools shall be Grade A safety glass or Grade B safety glass in accordance with the requirements of Table 5.1. Ordinary annealed glass, including mirror, may be used provided it is fully backed by and completely adhered to a solid material in such a way that all pieces will remain bonded to the backing in the event of glass breaking. Fully framed glazing shall be Grade A or B safety glazing material in accordance with Table 5.1. Partly framed glazing, with one unframed edge or two opposite unframed edges, shall be glazed

with Grade A toughened safety glass or toughened laminated safety glass in accordance with

Table 5.4. Grade A toughened safety glass with a minimum thickness of 5 mm may be used for

a maximum area not exceeding 2.2 m2.

Frameless shower doors or panels shall be glazed with Grade A toughened or toughened laminated

safety glass with a minimum thickness of 6 mm, in accordance with Tables 5.4. DOORS The requirements for the glazing of doors are the same for residential and non residential use.

Doors of all operational types are included, e.g., hinged, sliding, folding and stacking, etc. Less than 0.1m²

Up to 0.26m² Up

to 0.5m² More

than 0.5m²

= 3mm and 4mm Annealed = 5mm and 6mm Annealed = 10mm Annealed = Grade ‘A’ Safety Glass

Glazing in doors shall be Grade A safety glass that complies with the maximum areas of safety glazing as set out in Table 5.1. Refer to the Standard for the list of exclusions. GLASS WITHIN 300mm OF DOOR OPENING The requirements for glazing side panels are the same for residential and non-residential use. Glazing in side panels, with the nearest vertical sightlines less than 300 mm from the nearest edge of the doorway opening shall be glazed in accordance with the following: All fully framed glazing in side panels, wholly or partially within 1200 mm from floor or ground level, shall be of Grade A safety glass in accordance with Table 5.1, with the following exceptions: 1. A minimum of 5 mm ordinary annealed glass may be used up to a maximum area of 0.3 m

2.

2. Individual pieces of ordinary annealed glass incorporated in leadlights may be used, to a

maximum area of 0.05 m2 with a minimum nominal thickness of 3 mm.

Larger areas of ordinary annealed glass are not permitted regardless of glass thickness. For 3 mm and 4 mm decorated annealed glass, the maximum area shall not exceed 0.1 m

2 with a

maximum pane width of 125 mm For 5 mm and 6 mm decorated annealed glass, the maximum area shall not exceed 0.26 m

2 with a

maximum pane width of 300 mm For annealed glass with a thickness of 10 mm or greater, with or without bevelled edges, the

maximum area shall not exceed 0.5 m2.

Unframed and partly framed side panels without exposed edges, wholly or partially within 1200 mm from the floor or ground level, shall be Grade A safety glass.

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With exposed edges, all unframed glazing in side panels shall be toughened safety glass with a

minimum nominal thickness of 10 mm or laminated toughened safety glass with a minimum total thickness of 10 mm. Exposed edges shall have sharp edges removed. Louvres in side panels Louvres in side panels shall be glazed in accordance with Clause 5.12. LOUVRE BLADES SUBJECT TO RISK OF HUMAN IMPACT Where a Grade A safety glass is required and louvres are used, those louvres shall be Grade A toughened safety glass with a nominal thickness not less than 5 mm up to 230 mm in blade width (i.e., shortest side) and 1000 mm in blade length. Blade widths in excess of these dimensions shall be subject to specific design. In all other areas, annealed glass may be used. WINDOW SEAT GLAZING Where glazing forms a backrest to a window seat or similar seating arrangement with the glass extending down to within 500 mm of the seat level, the glazing shall be Grade A safety glass in accordance with Table 5.1, or ordinary annealed glass of not less than 5 mm in thickness, in accordance with Column 2 of Table 5.2. A horizontal ledge deeper than 200 mm from the glass face and within 1000 mm of the floor level shall be considered a window seat. OPERABLE WINDOWS Glazing in operable windows shall meet the requirements of this Section in all possible operable positions. SASHLESS WINDOWS AND DOORS Glazing with two horizontal edges unframed (also known as sashless windows and doors), which is subject to human impact, shall be Grade A safety glass, and shall comply with the following: (a) 5 mm toughened ........................................................................ 1000 mm max. span (b) 6 mm toughened ........................................................................ 1200 mm max. span (c) 6 mm laminated........................................................................... 750 mm max. span STAIRWAY GLAZING Glazing, including mirrors, in stairways: (a) within 2000 mm horizontally and at right angles to the bottom riser of each stair flight, and (b) within 1000 mm and parallel to any part of the stair flight or landing shall be Grade A safety

glass in accordance with Table 5.1. Safety glass is not required where the glazing is protected by a solid barrier not less than 1000 mm in height. INSULATING GLASS UNITS Where insulated glass units are used in situations covered by this Section then either one of the following shall apply: When an insulating glass unit is installed in a location where the glass is likely to be subjected to

human impact from either side of the unit, then both panes of the unit shall meet the requirements of this Section. The maximum areas specified in this Section may be multiplied by 1.5, provided that each of the component glass of the unit otherwise complies with the relevant clauses.

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In situations where access is restricted to one side of the unit, then only the accessible side shall

comply with the requirements of this Section without the application of the 1.5 factor given in Item (a).

An example is where there is low-level glazing in the facade of a residential building at levels above the ground floor, but with no pedestrian access to the external faces of the unit. When safety glass is installed on only one face, identification will be necessary to ensure the unit is glazed with the safety glass to the accessible face. For details on the maximum areas and the identification requirements of safety glass please refer directly to AS1288:2006 – Section 5 AWA AS1288:2006Guide © Page 10 15/03/2006

Glass Thickness Guide Tables

for Wind Ratings Only These tables are for the selection of glass as determined by the N or C rating nominated for the window project. For further reference see AS2047:1999 and AS4055:2006 Glass thickness requirements are based on both the Serviceability and Ultimate wind pressures Glass thickness selection is based on the Ultimate wind pressures For ANNEALED glass in regions N1-N6 refer to tables 1-6 For ANNEALED glass in regions C1-C4 refer to tables 7-10 For LAMINATED glass in regions N1-N5 refer to tables 11-14 For LAMINATED glass in regions C1-C4 refer to tables 15-18

For HEAT STRENGTHENED glass in regions N1-N5 refer to tables 19-23 For HEAT STRENGTHENED glass in regions C1-C4 refer to tables 24-27 For TOUGHENED glass in regions N1-N5 refer to tables 28-31 For TOUGHENED glass in regions N1-N5 refer to tables 32-35

Reference must be made to Section 5 of AS1288:2006 to determine any provisions for human impact which may influence the type and thickness of glass required. These tables are not a substitute for AS1288 and more accurate figures may be achieved through the use of Sections 3 and 4. For intermediate sizes adopt the nearest and higher thickness.

TABLE 1 Glass Thickness: Monolithic Annealed Glass @ 400 Pa SWP/ 700 Pa UWP

N1 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 4 4

750 3 3 3 3 3 3 4 4 4 4

900 3 3 3 3 3 4 4 4 4 4

1050 3 3 3 3 4 4 4 4 4 4

(mm

) 1200 3 3 3 4 4 4 4 4 4 4

1350 3 3 3 4 4 4 4 4 4 4

1500

3 3 4 4 4 4 4 4 4 4

2

ED

GE

1650 3 3 4 4 4 4 4 4 4 4

1800 3 3 4 4 4 4 4 4 4 4

1950 3 4 4 4 4 4 4 4 4 4

2100 3 4 4 4 4 4 4 4 4 4

2250 3 4 4 4 4 4 4 4 4 4

2400 3 4 4 4 4 4 4 4 4 4

2550 3 4 4 4 4 4 4 4 4 4

2700 3 4 4 4 4 4 4 4 4 4

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N2 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 4 4

750 3 3 3 3 3 3 4 4 4 4

900 3 3 3 3 3 4 4 4 4 4

1050 3 3 3 3 4 4 4 4 4 4

(mm

) 1200 3 3 3 4 4 4 4 4 4 4

1350 3 3 3 4 4 4 4 4 4 4

1500 3 3 4 4 4 4 4 4 4 4

2

ED

GE

1650 3 3 4 4 4 4 4 4 4 4

1800 3 3 4 4 4 4 4 4 4 4

1950 3 4 4 4 4 4 4 4 4 4

2100 3 4 4 4 4 4 4 4 4 5

2250 3 4 4 4 4 4 4 4 4 5

2400 3 4 4 4 4 4 4 4 4 5

2550 3 4 4 4 4 4 4 4 5 5

2700 3 4 4 4 4 4 4 4 5 5


N3 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 4 4

750 3 3 3 3 3 3 4 4 4 4

900 3 3 3 3 3 4 4 4 4 4

1050 3 3 3 3 4 4 4 4 4 4

(mm

) 1200 3 3 3 4 4 4 4 4 4 4

1350 3 3 3 4 4 4 4 4 4 5

1500 3 3 4 4 4 4 4 4 5 5

2

ED

GE

1650 3 3 4 4 4 4 4 5 5 5

1800 3 3 4 4 4 4 4 5 5 5

1950 3 4 4 4 4 4 5 5 5 5

2100 3 4 4 4 4 4 5 5 5 6

2250 3 4 4 4 4 4 5 5 5 6

2400 3 4 4 4 4 4 5 5 6 6

2550 3 4 4 4 5 5 5 5 6 6

2700 3 4 4 4 5 5 5 5 6 6

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N4 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 4 4

750 3 3 3 3 3 3 4 4 4 4

900 3 3 3 3 3 4 4 4 4 4

1050 3 3 3 3 4 4 4 4 5 5

(mm

) 1200 3 3 3 4 4 4 5 5 5 5

1350 3 3 3 4 4 4 5 5 5 6

1500 3 3 4 4 4 5 5 5 6 6

2

ED

GE

1650 3 3 4 4 4 5 5 6 6 6

1800 3 3 4 4 5 5 5 6 6 6

1950 3 4 4 4 5 5 6 6 6 8

2100 3 4 4 5 5 5 6 6 8 8

2250 3 4 4 5 5 5 6 6 8 8

2400 3 4 4 5 5 6 6 8 8 8

2550 3 4 4 5 6 6 6 8 8 8

2700 3 4 5 5 6 6 6 8 8 8


N5 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 4 4 4 4

600 3 3 3 3 4 4 4 4 4 5

750 3 3 3 4 4 4 5 5 5 5

900 3 3 4 4 4 5 5 5 6 6

1050 3 3 4 4 5 5 5 6 6 6

(mm

) 1200 3 4 4 5 5 5 6 6 6 8

1350 3 4 4 5 5 6 6 6 8 8

1500 3 4 4 5 6 6 6 8 8 8

2

ED

GE

1650 3 4 5 5 6 6 8 8 8 8

1800 3 4 5 5 6 8 8 8 8 8

1950 3 4 5 6 6 8 8 8 8 10

2100 3 4 5 6 6 8 8 8 8 10

2250 3 4 5 6 8 8 8 8 10 10

2400 3 5 5 6 8 8 8 10 10 10

2550 3 5 5 8 8 8 8 10 10 10

2700 3 5 5 8 8 8 10 10 10 10

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TABLE 6

N6

300

450

600

750

900

1050

(mm

) 1200

1350

1500

2

ED

GE

1650

1800

1950

2100

2250

2400

2550

2700

Glass Thickness: Monolithic Annealed Glass @ 1800 Pa SWP/ 4400 Pa UWP

EDGE 1 (mm) 300 450 600 750 900 1050 1200 1350 1500 1650

3 3 3 3 3 3 3 3 3 4 3 3 3 3 4 4 4 5 5 5 3 3 3 4 4 5 5 5 5 6 3 3 4 4 5 5 5 6 6 6 3 4 4 5 5 5 6 6 8 8 3 4 5 5 5 6 6 8 8 8 3 4 5 5 6 6 8 8 8 8 3 5 5 6 6 8 8 8 8 8 3 5 5 6 8 8 8 8 8 10 4 5 6 6 8 8 8 8 10 10 4 5 6 8 8 8 8 10 10 10 4 5 6 8 8 8 10 10 10 10 4 5 6 8 8 10 10 10 10 12 4 5 6 8 8 10 10 10 12 12 4 5 6 8 8 10 10 12 12 12 4 5 6 8 10 10 10 12 12 12 4 5 6 8 10 10 12 12 12 12

TABLE 7

C1

300

450

600

750

900

1050

(mm

) 1200

1350

1500

2

ED

GE

1650

1800

1950

2100

2250

2400

2550

2700


EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 4 4 4 4 3 3 3 3 3 4 4 4 4 4 3 3 3 3 4 4 4 4 4 5 3 3 3 4 4 4 4 5 5 5 3 3 3 4 4 4 5 5 5 5 3 3 4 4 4 4 5 5 5 6 3 3 4 4 4 5 5 5 6 6 3 3 4 4 4 5 5 5 6 6 3 4 4 4 4 5 5 6 6 6 3 4 4 5 5 5 5 6 6 8 3 4 4 5 5 5 6 6 6 8 3 4 4 5 5 5 6 6 8 8 3 4 4 5 5 5 6 6 8 8 3 4 4 5 6 6 6 6 8 8

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TABLE 8

C2

300

450

600

750

900

1050

(mm

) 1200

1350

1500

2

ED

GE

1650

1800

1950

2100

2250

2400

2550

2700


EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 4 4 5 3 3 3 3 4 4 4 5 5 5 3 3 3 4 4 4 5 5 5 5 3 3 4 4 4 5 5 5 6 6 3 3 4 4 5 5 5 6 6 6 3 4 4 5 5 5 6 6 6 8 3 4 4 5 5 6 6 6 8 8 3 4 5 5 5 6 6 8 8 8 3 4 5 5 6 6 8 8 8 8 3 4 5 5 6 6 8 8 8 8 3 4 5 6 6 8 8 8 8 8 3 4 5 6 6 8 8 8 8 10 3 5 5 6 8 8 8 8 10 10 3 5 5 6 8 8 8 8 10 10 3 5 5 6 8 8 8 10 10 10

TABLE 9

C3

300

450

600

750

900

1050

(mm

) 1200

1350

1500

2

ED

GE

1650

1800

1950

2100

2250

2400

2550

2700


EDGE 1 (mm) 300 450 600 750 900 1050 1200 1350 1500 1650

3 3 3 3 3 3 3 3 3 4 3 3 3 3 4 4 4 5 5 5 3 3 3 4 4 5 5 5 5 6 3 3 4 4 5 5 5 6 6 6 3 4 4 5 5 5 6 6 8 8 3 4 5 5 5 6 6 8 8 8 3 4 5 5 6 6 8 8 8 8 3 5 5 6 6 8 8 8 8 8 3 5 5 6 8 8 8 8 8 10 4 5 6 6 8 8 8 8 10 10 4 5 6 8 8 8 8 10 10 10 4 5 6 8 8 8 10 10 10 10 4 5 6 8 8 10 10 10 10 12 4 5 6 8 8 10 10 10 12 12 4 5 6 8 8 10 10 12 12 12 4 5 6 8 10 10 10 12 12 12 4 5 6 8 10 10 12 12 12 12

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ED

GE 2

(m

m)

C4 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 4 4 4 4 4 4

450 3 3 4 4 5 5 5 5 5 5

600 3 4 4 5 5 6 6 6 8 8

750 3 4 5 5 5 6 8 8 8 8

900 4 5 5 5 6 6 8 8 8 10

1050 4 5 6 6 6 8 8 8 10 10

1200 4 5 6 8 8 8 8 10 10 10

1350 4 5 6 8 8 8 10 10 10 10

1500 4 5 8 8 8 10 10 10 10 12

1650 4 5 8 8 10 10 10 10 12 12

1800 4 5 8 8 10 10 10 12 12 12

1950 4 6 8 10 10 12 12 12 12 12

2100 4 6 8 10 10 12 12 12 12 15

2250 4 6 8 10 10 12 12 15 15 15

2400 4 6 8 10 10 12 15 15 15 15

2550 4 6 8 10 12 12 15 15 15 15

2700 4 6 8 10 12 12 15 15 19 19

TABLE 11 Glass Thickness: Laminated Annealed Glass @ 400 Pa SWP; 1000 Pa UWP

N1&2 300

450

600

750

900

1050

(mm

) 1200

1350

1500

2

ED

GE

1650

1800

1950

2100

2250

2400

2550

2700

EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

5 5 5 5 5 5 5 5 5 5

AWA AS1288:2006Guide © Page 16 15/03/2006


ED

GE 2

(m

m)

N3 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 5 5 5 5 5 5 5 5 5 5

450 5 5 5 5 5 5 5 5 5 5

600 5 5 5 5 5 5 5 5 5 5

750 5 5 5 5 5 5 5 5 5 5

900 5 5 5 5 5 5 5 5 5 5

1050 5 5 5 5 5 5 5 5 5 5

1200 5 5 5 5 5 5 5 5 5 5

1350 5 5 5 5 5 5 5 5 5 5

1500 5 5 5 5 5 5 5 5 5 5

1650 5 5 5 5 5 5 5 5 5 5

1800 5 5 5 5 5 5 5 5 5 5

1950 5 5 5 5 5 5 5 5 5 6

2100 5 5 5 5 5 5 5 5 5 6

2250 5 5 5 5 5 5 5 5 6 6

2400 5 5 5 5 5 5 5 5 6 6

2550 5 5 5 5 5 5 5 6 6 6

2700 5 5 5 5 5 5 5 6 6 6


ED

GE 2

(m

m)

N4 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 5 5 5 5 5 5 5 5 5 5

450 5 5 5 5 5 5 5 5 5 5

600 5 5 5 5 5 5 5 5 5 5

750 5 5 5 5 5 5 5 5 5 5

900 5 5 5 5 5 5 5 5 5 5

1050 5 5 5 5 5 5 5 5 5 5

1200 5 5 5 5 5 5 5 5 5 5

1350 5 5 5 5 5 5 5 5 6 6

1500 5 5 5 5 5 5 5 6 6 6

1650 5 5 5 5 5 5 5 6 6 6

1800 5 5 5 5 5 5 6 6 6 8

1950 5 5 5 5 5 5 6 6 8 8

2100 5 5 5 5 5 6 6 6 8 8

2250 5 5 5 5 5 6 6 8 8 8

2400 5 5 5 5 6 6 6 8 8 8

2550 5 5 5 5 6 6 6 8 8 8

2700 5 5 5 6 6 6 8 8 8 8

AWA AS1288:2006Guide © Page 17 15/03/2006


ED

GE 2

(m

m)

N5 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 5 5 5 5 5 5 5 5 5 5

450 5 5 5 5 5 5 5 5 5 5

600 5 5 5 5 5 5 5 5 5 5

750 5 5 5 5 5 5 5 5 5 5

900 5 5 5 5 5 5 5 5 6 6

1050 5 5 5 5 5 5 5 6 6 6

1200 5 5 5 5 5 5 6 6 8 8

1350 5 5 5 5 5 6 6 8 8 8

1500 5 5 5 5 6 6 8 8 8 8

1650 5 5 5 5 6 6 8 8 8 8

1800 5 5 5 6 6 8 8 8 8 8

1950 5 5 5 6 6 8 8 8 8 10

2100 5 5 5 6 8 8 8 8 10 10

2250 5 5 6 8 8 8 8 10 10 10

2400 5 5 6 8 8 8 8 10 10 10

2550 5 5 6 8 8 8 10 10 10 10

2700 5 5 6 8 8 8 10 10 10 10

TABLE 15 Glass Thickness: Laminated Annealed Glass @ 600 Pa SWP/ 2000 Pa UWP

ED

GE 2

(m

m)

C1 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 5 5 5 5 5 5 5 5 5 5

450 5 5 5 5 5 5 5 5 5 5

600 5 5 5 5 5 5 5 5 5 5

750 5 5 5 5 5 5 5 5 5 5

900 5 5 5 5 5 5 5 5 5 5

1050 5 5 5 5 5 5 5 5 5 5

1200 5 5 5 5 5 5 5 5 5 5

1350 5 5 5 5 5 5 5 5 5 5

1500 5 5 5 5 5 5 5 5 6 6

1650 5 5 5 5 5 5 5 5 6 6

1800 5 5 5 5 5 5 5 6 6 6

1950 5 5 5 5 5 5 6 6 6 8

2100 5 5 5 5 5 5 6 6 6 8

2250 5 5 5 5 5 5 6 6 8 8

2400 5 5 5 5 5 6 6 6 8 8

2550 5 5 5 5 6 6 6 8 8 8

2700 5 5 5 5 6 6 6 8 8 8

AWA AS1288:2006Guide © Page 18 15/03/2006


ED

GE 2

(m

m)

C2 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 5 5 5 5 5 5 5 5 5 5

450 5 5 5 5 5 5 5 5 5 5

600 5 5 5 5 5 5 5 5 5 5

750 5 5 5 5 5 5 5 5 5 5

900 5 5 5 5 5 5 5 5 5 6

1050 5 5 5 5 5 5 5 6 6 6

1200 5 5 5 5 5 5 6 6 6 6

1350 5 5 5 5 5 6 6 6 8 8

1500 5 5 5 5 5 6 6 8 8 8

1650 5 5 5 5 6 6 6 8 8 8

1800 5 5 5 5 6 6 8 8 8 8

1950 5 5 5 6 6 8 8 8 8 8

2100 5 5 5 6 6 8 8 8 8 8

2250 5 5 5 6 6 8 8 8 8 10

2400 5 5 5 6 8 8 8 8 10 10

2550 5 5 5 6 8 8 8 10 10 10

2700 5 5 5 6 8 8 8 10 10 10


ED

GE 2

(m

m)

C3 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 5 5 5 5 5 5 5 5 5 5

450 5 5 5 5 5 5 5 5 5 5

600 5 5 5 5 5 5 5 5 6 6

750 5 5 5 5 5 5 6 6 6 8

900 5 5 5 5 5 6 6 6 8 8

1050 5 5 5 5 6 6 6 8 8 8

1200 5 5 5 6 6 6 8 8 8 8

1350 5 5 5 6 6 8 8 8 8 8

1500 5 5 6 6 8 8 8 8 10 10

1650 5 5 6 8 8 8 8 8 10 10

1800 5 5 6 8 8 8 8 10 10 10

1950 5 5 6 8 8 10 10 10 10 10

2100 5 5 6 8 8 10 10 10 10 12

2250 5 5 6 8 8 10 10 10 12 12

2400 5 6 6 8 10 10 10 12 12 12

2550 5 6 6 8 10 10 10 12 12 12

2700 5 6 8 8 10 10 12 12 12 16

AWA AS1288:2006Guide © Page 19 15/03/2006


ED

GE 2

(m

m)

C4 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 5 5 5 5 5 5 5 5 5 5

450 5 5 5 5 5 5 5 6 6 6

600 5 5 5 5 5 6 6 8 8 8

750 5 5 5 5 6 6 8 8 8 8

900 5 5 5 6 6 8 8 8 8 10

1050 5 5 6 6 8 8 8 8 10 10

1200 5 5 6 8 8 8 8 10 10 10

1350 5 6 8 8 8 8 10 10 10 10

1500 5 6 8 8 8 10 10 10 10 12

1650 5 6 8 8 10 10 10 10 12 12

1800 5 6 8 8 10 10 10 12 12 12

1950 5 6 8 10 10 12 12 12 12 12

2100 5 6 8 10 10 12 12 12 12 16

2250 5 6 8 10 10 12 12 16 16 16

2400 5 6 8 10 10 12 16 16 16 16

2550 5 6 8 10 12 12 16 16 16 16

2700 5 6 8 10 12 12 16 16 16 16

TABLE 19 Glass Thickness: Heat Strengthened Glass @ 400 Pa SWP/ 700 Pa UWP

ED

GE 2

(m

m)

N1 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 3 3

750 3 3 3 3 3 3 3 3 3 3

900 3 3 3 3 3 3 3 3 3 3

1050 3 3 3 3 3 3 3 3 3 3

1200 3 3 3 3 3 3 3 3 3 3

1350 3 3 3 3 3 3 3 3 3 3

1500 3 3 3 3 3 3 3 3 3 3

1650 3 3 3 3 3 3 3 3 3 3

1800 3 3 3 3 3 3 3 3 3 3

1950 3 3 3 3 3 3 3 3 3 3

2100 3 3 3 3 3 3 3 3 3 3

2250 3 3 3 3 3 3 3 3 3 3

2400 3 3 3 3 3 3 4 3 3 3

2550 3 3 3 3 4 4 4 4 3 3

2700 3 3 3 3 4 4 4 4 4 4

AWA AS1288:2006Guide © Page 20 15/03/2006


ED

GE 2

(m

m)

N2 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 3 3

750 3 3 3 3 3 3 3 3 3 3

900 3 3 3 3 3 3 3 3 3 3

1050 3 3 3 3 3 3 3 3 3 3

1200 3 3 3 3 3 3 3 3 3 3

1350 3 3 3 3 3 3 3 3 3 3

1500 3 3 3 3 3 3 3 3 3 3

1650 3 3 3 3 3 3 3 3 3 3

1800 3 3 3 3 3 3 3 3 3 4

1950 3 3 3 3 3 3 3 3 3 4

2100 3 3 3 3 3 3 3 3 3 4

2250 3 3 3 3 3 3 3 3 4 4

2400 3 3 3 3 3 3 4 3 4 4

2550 3 3 3 3 4 4 4 4 4 4

2700 3 3 3 3 4 4 4 4 4 4


ED

GE 2

(m

m)

N3 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 3 3

750 3 3 3 3 3 3 3 3 3 3

900 3 3 3 3 3 3 3 3 3 3

1050 3 3 3 3 3 3 3 3 3 3

1200 3 3 3 3 3 3 3 3 3 3

1350 3 3 3 3 3 3 3 3 4 4

1500 3 3 3 3 3 3 3 4 4 4

1650 3 3 3 3 3 3 3 4 4 4

1800 3 3 3 3 3 3 3 4 4 4

1950 3 3 3 3 3 3 4 4 4 4

2100 3 3 3 3 4 4 4 4 4 4

2250 3 3 3 4 4 4 4 4 4 5

2400 3 3 3 4 4 4 4 4 4 5

2550 3 3 3 4 4 4 4 4 4 5

2700 3 3 3 4 4 4 5 5 5 5

AWA AS1288:2006Guide © Page 21 15/03/2006


N4 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 3 3

750 3 3 3 3 3 3 3 3 3 3

900 3 3 3 3 3 3 3 3 3 4

1050 3 3 3 3 3 3 3 4 4 4

(mm

) 1200 3 3 3 3 3 3 4 4 4 4

1350 3 3 3 3 3 4 4 4 4 4

1500 3 3 3 3 3 4 4 4 4 5

2

ED

GE

1650 3 3 3 3 4 4 4 4 5 5

1800 3 3 4 4 4 4 4 5 5 5

1950 3 3 4 4 4 4 4 5 5 5

2100 3 3 4 4 4 4 4 5 5 5

2250 3 3 4 4 4 5 5 5 5 5

2400 3 3 4 4 5 5 5 5 5 6

2550 3 3 4 4 5 5 5 5 5 6

2700 3 3 4 4 5 5 5 5 6 6


ED

GE 2

(m

m)

N5 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 4 4

750 3 3 3 3 3 3 3 4 4 4

900 3 3 3 3 3 4 4 4 4 4

1050 3 3 3 3 4 4 4 4 5 5

1200 3 3 3 3 4 4 4 5 5 5

1350 3 3 3 4 4 4 5 5 5 5

1500 3 3 4 4 4 5 5 5 5 6

1650 3 3 4 4 4 5 5 5 6 6

1800 3 3 4 4 4 5 5 6 6 6

1950 3 3 4 4 5 5 5 6 6 6

2100 3 3 4 5 5 5 6 6 6 8

2250 3 3 4 5 5 5 6 6 8 8

2400 3 4 4 5 5 5 6 6 8 8

2550 3 4 4 5 6 6 6 6 8 8

2700 3 4 4 5 6 6 6 8 8 8

AWA AS1288:2006Guide © Page 22 15/03/2006


ED

GE 2

(m

m)

C1 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 3 3

750 3 3 3 3 3 3 3 3 3 3

900 3 3 3 3 3 3 3 3 3 3

1050 3 3 3 3 3 3 3 3 3 4

1200 3 3 3 3 3 3 3 4 4 4

1350 3 3 3 3 3 3 4 4 4 4

1500 3 3 3 3 3 3 4 4 4 4

1650 3 3 3 3 3 4 4 4 4 5

1800 3 3 3 3 3 4 4 4 5 5

1950 3 3 3 3 3 4 4 4 5 5

2100 3 3 3 4 4 4 4 4 5 5

2250 3 3 3 4 4 4 4 5 5 5

2400 3 3 3 4 4 4 4 5 5 5

2550 3 3 4 4 4 4 4 5 5 5

2700 3 3 4 4 5 4 5 5 5 6


ED

GE 2

(m

m)

C2 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 3 3 3

600 3 3 3 3 3 3 3 3 3 4

750 3 3 3 3 3 3 3 3 4 4

900 3 3 3 3 3 3 4 4 4 4

1050 3 3 3 3 3 4 4 4 4 4

1200 3 3 3 3 4 4 4 4 5 5

1350 3 3 3 3 4 4 4 5 5 5

1500 3 3 3 4 4 4 5 5 5 5

1650 3 3 4 4 4 4 5 5 5 6

1800 3 3 4 4 4 5 5 5 6 6

1950 3 3 4 4 4 5 5 5 6 6

2100 3 3 4 4 4 5 5 6 6 6

2250 3 3 4 5 5 5 5 6 6 8

2400 3 4 4 5 5 5 6 6 6 8

2550 3 4 4 5 5 5 6 6 6 8

2700 3 4 4 5 6 5 6 6 8 8

AWA AS1288:2006Guide © Page 23 15/03/2006


ED

GE 2

(m

m)

C3 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 3 3 4 4 4

600 3 3 3 3 3 3 4 4 4 4

750 3 3 3 3 4 4 4 4 4 5

900 3 3 3 4 4 4 4 5 5 5

1050 3 3 3 4 4 5 5 5 5 6

1200 3 3 4 4 4 5 5 5 6 6

1350 3 4 4 4 5 5 5 6 6 6

1500 3 4 4 4 5 5 6 6 6 8

1650 3 4 4 5 5 6 6 6 8 8

1800 3 4 5 5 5 6 6 8 8 8

1950 3 4 5 5 5 6 6 8 8 8

2100 3 4 5 6 6 6 8 8 8 8

2250 3 4 5 6 6 6 8 8 8 8

2400 3 4 5 6 6 8 8 8 8 10

2550 3 4 5 6 8 8 8 8 8 10

2700 3 4 5 6 8 8 8 8 10 10


ED

GE 2

(m

m)

C4 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 3 3 3 3 3 3 3 3 3 3

450 3 3 3 3 3 4 4 4 4 4

600 3 3 3 4 4 4 4 5 5 5

750 3 3 4 4 4 5 5 5 6 6

900 3 3 4 4 5 5 5 6 6 6

1050 3 4 4 5 5 5 6 6 6 8

1200 3 4 4 5 5 6 6 6 8 8

1350 3 4 5 5 6 6 6 8 8 8

1500 3 4 5 6 6 6 8 8 8 8

1650 3 4 5 6 6 8 8 8 8 8

1800 3 4 6 6 8 8 8 8 8 10

1950 3 4 6 6 8 8 8 8 10 10

2100 3 4 6 8 8 8 8 10 10 10

2250 3 5 6 8 8 8 10 10 10 10

2400 3 5 6 8 8 8 10 10 10 10

2550 3 5 6 8 8 8 10 10 10 12

2700 3 5 6 8 10 10 10 10 12 12

AWA AS1288:2006Guide © Page 24 15/03/2006

TABLE 28 Glass Thickness: Toughened Glass @ 400 Pa SWP; 1000 Pa UWP

N1&2 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 4 4 4 4 4 4 4 4 4 4

450 4 4 4 4 4 4 4 4 4 4

600 4 4 4 4 4 4 4 4 4 4

750 4 4 4 4 4 4 4 4 4 4

900 4 4 4 4 4 4 4 4 4 4

1050 4 4 4 4 4 4 4 4 4 4

(mm

) 1200 4 4 4 4 4 4 4 4 4 4

1350 4 4 4 4 4 4 4 4 4 4

1500

2

4 4 4 4 4 4 4 4 4 4

ED

GE

1650 4 4 4 4 4 4 4 4 4 4

1800 4 4 4 4 4 4 4 4 4 4

1950 4 4 4 4 4 4 4 4 4 4

2100 4 4 4 4 4 4 4 4 4 4

2250 4 4 4 4 4 4 4 4 4 4

2400 4 4 4 4 4 4 4 4 4 4

2550 4 4 4 4 4 4 4 4 4 4

2700 4 4 4 4 4 4 4 4 4 4


N3 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 4 4 4 4 4 4 4 4 4 4

450 4 4 4 4 4 4 4 4 4 4

600 4 4 4 4 4 4 4 4 4 4

750 4 4 4 4 4 4 4 4 4 4

900 4 4 4 4 4 4 4 4 4 4

1050 4 4 4 4 4 4 4 4 4 4

(mm

) 1200 4 4 4 4 4 4 4 4 4 4

1350 4 4 4 4 4 4 4 4 4 4

1500

2

4 4 4 4 4 4 4 4 4 4

ED

GE

1650 4 4 4 4 4 4 4 4 4 4

1800 4 4 4 4 4 4 4 4 4 4

1950 4 4 4 4 4 4 4 4 4 4

2100 4 4 4 4 4 4 4 4 4 4

2250 4 4 4 4 4 4 4 4 4 4

2400 4 4 4 4 4 4 4 4 4 4

2550 4 4 4 4 4 4 4 4 4 4

2700 4 4 4 4 4 4 5 5 5 5

AWA AS1288:2006Guide © Page 25 15/03/2006


N4 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 4 4 4 4 4 4 4 4 4 4

450 4 4 4 4 4 4 4 4 4 4

600 4 4 4 4 4 4 4 4 4 4

750 4 4 4 4 4 4 4 4 4 4

900 4 4 4 4 4 4 4 4 4 4

1050 4 4 4 4 4 4 4 4 4 4

(mm

) 1200 4 4 4 4 4 4 4 4 4 4

1350 4 4 4 4 4 4 4 4 4 4

1500

2

4 4 4 4 4 4 4 4 4 4

ED

GE

1650 4 4 4 4 4 4 4 4 4 4

1800 4 4 4 4 4 4 4 4 4 4

1950 4 4 4 4 4 4 4 4 4 4

2100 4 4 4 4 4 4 4 4 4 4

2250 4 4 4 4 4 5 5 5 4 4

2400 4 4 4 4 5 5 5 5 5 5

2550 4 4 4 4 5 5 5 5 5 5

2700 4 4 4 4 5 5 5 5 5 5


N5 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 4 4 4 4 4 4 4 4 4 4

450 4 4 4 4 4 4 4 4 4 4

600 4 4 4 4 4 4 4 4 4 4

750 4 4 4 4 4 4 4 4 4 4

900 4 4 4 4 4 4 4 4 4 4

1050 4 4 4 4 4 4 4 4 4 4

(mm

) 1200 4 4 4 4 4 4 4 4 4 4

1350 4 4 4 4 4 4 4 4 4 4

1500

2

4 4 4 4 4 4 4 4 4 4

ED

GE

1650 4 4 4 4 4 4 4 4 4 5

1800 4 4 4 4 4 4 4 4 5 5

1950 4 4 4 4 5 5 5 5 5 5

2100 4 4 4 4 5 5 5 5 5 5

2250 4 4 4 5 5 5 5 5 5 5

2400 4 4 4 5 5 5 6 6 6 5

2550 4 4 4 5 5 6 6 6 6 6

2700 4 4 4 5 5 6 6 6 6 6

AWA AS1288:2006Guide © Page 26 15/03/2006

TABLE 32 Glass Thickness: Toughened Glass @ 600 Pa SWP/ 2000 Pa UWP

C1 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 4 4 4 4 4 4 4 4 4 4

450 4 4 4 4 4 4 4 4 4 4

600 4 4 4 4 4 4 4 4 4 4

750 4 4 4 4 4 4 4 4 4 4

900 4 4 4 4 4 4 4 4 4 4

1050 4 4 4 4 4 4 4 4 4 4

(mm

) 1200 4 4 4 4 4 4 4 4 4 4

1350 4 4 4 4 4 4 4 4 4 4

1500

2

4 4 4 4 4 4 4 4 4 4

ED

GE

1650 4 4 4 4 4 4 4 4 4 4

1800 4 4 4 4 4 4 4 4 4 4

1950 4 4 4 4 4 4 4 4 4 4

2100 4 4 4 4 4 4 4 4 4 4

2250 4 4 4 4 4 4 4 4 4 4

2400 4 4 4 4 4 4 4 4 4 4

2550 4 4 4 4 4 4 4 4 4 4

2700 4 4 4 4 4 4 5 5 5 4


C2 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 4 4 4 4 4 4 4 4 4 4

450 4 4 4 4 4 4 4 4 4 4

600 4 4 4 4 4 4 4 4 4 4

750 4 4 4 4 4 4 4 4 4 4

900 4 4 4 4 4 4 4 4 4 4

1050 4 4 4 4 4 4 4 4 4 4

(mm

) 1200 4 4 4 4 4 4 4 4 4 4

1350 4 4 4 4 4 4 4 4 4 4

1500

2

4 4 4 4 4 4 4 4 4 4

ED

GE

1650 4 4 4 4 4 4 4 4 4 5

1800 4 4 4 4 4 4 4 4 4 5

1950 4 4 4 4 4 4 4 4 5 5

2100 4 4 4 4 4 4 4 4 5 5

2250 4 4 4 4 4 5 5 5 5 5

2400 4 4 4 4 5 5 5 5 5 5

2550 4 4 4 4 5 5 5 5 5 5

2700 4 4 4 4 5 5 5 5 5 5

AWA AS1288:2006Guide © Page 27 15/03/2006


C3 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 4 4 4 4 4 4 4 4 4 4

450 4 4 4 4 4 4 4 4 4 4

600 4 4 4 4 4 4 4 4 4 4

750 4 4 4 4 4 4 4 4 4 4

900 4 4 4 4 4 4 4 4 4 4

1050 4 4 4 4 4 4 4 4 4 4

(mm

) 1200 4 4 4 4 4 4 4 4 4 5

1350 4 4 4 4 4 4 4 5 5 5

1500

2

4 4 4 4 4 4 4 5 5 5

ED

GE

1650 4 4 4 4 4 4 5 5 5 5

1800 4 4 4 4 4 4 5 5 5 6

1950 4 4 4 4 5 5 5 5 6 6

2100 4 4 4 4 5 5 5 5 6 6

2250 4 4 4 5 5 5 5 6 6 6

2400 4 4 4 5 5 5 6 6 6 6

2550 4 4 4 5 5 6 6 6 6 8

2700 4 4 4 5 5 6 6 6 6 8


C4 EDGE 1 (mm)

300 450 600 750 900 1050 1200 1350 1500 1650

300 4 4 4 4 4 4 4 4 4 4

450 4 4 4 4 4 4 4 4 4 4

600 4 4 4 4 4 4 4 4 4 4

750 4 4 4 4 4 4 4 4 4 4

900 4 4 4 4 4 4 4 4 5 5

1050 4 4 4 4 4 4 4 5 5 5

(mm

) 1200 4 4 4 4 4 4 5 5 5 5

1350 4 4 4 4 4 5 5 5 6 6

1500

2

4 4 4 4 5 5 5 6 6 6

ED

GE

1650 4 4 4 4 5 5 5 6 6 6

1800 4 4 5 5 5 5 6 6 6 8

1950 4 4 5 5 5 6 6 6 8 8

2100 4 4 5 5 5 6 6 8 8 8

2250 4 4 5 5 6 6 6 8 8 8

2400 4 4 5 5 6 6 6 8 8 8

2550 4 4 5 6 6 6 8 8 8 8

2700 4 4 5 6 8 6 8 8 8 8

AWA AS1288:2006Guide © Page 28 15/03/2006

Documents

AS1288-2006 - Industry Guide