This brief specification guide aims to educate the building specifier, and to highlight a few items which should be considered when specifying glass for overhead glazing; namely:-
• Safety
• Reducing heat loss
• Limiting excessive solar gain
• Walk on rooflights
• Framed Systems
Common types of glazing
Annealed glass – Annealed glass is the initial product produced in glass making, and is often processed further to create other infill materials (listed below). It is the least expensive, most readily available glass, and is relatively easy to cut to shape.
Annealed glass is the weakest form of glass infill available (45 N/mm² bending strength), and when broken, produces large shards of sharp glass; as a result, monolithic annealed glass can never be referred to as ‘safety glass’.
Heat Strengthened Glass – The process involves applying a controlled heating and cooling process to annealed glass, inducing a permanent surface compressive stress, affording a vastly improved bending strength over annealed glass (70 N/mm²). However, heat strengthened glass exhibits a similar post breakage behaviour to annealed glass, giving a high potential to cause serious injury. As such, monolithic heat strengthened glass cannot be classed as ‘safety glass’.
Toughened Glass – Similar to heat strengthened glass, a controlled heating and cooling process is used to induce a permanent surface compressive stress (albeit higher than that experienced with heat strengthened), providing a bending strength of 120 N/mm².
When toughened glass is broken, it forms small, slightly rounded pieces of glass (known as ‘dice’), which are less likely to cause injury; hence its classification as a ‘safety glass’. However on rare occasions, these dice can clump together and fall as larger sections of glass. A risk assessment should be undertaken before considering a toughened inner pane of glass in an IGU.
Unfortunately, due to the presence of nickel sulphide (NiS) inclusions, toughened glass can spontaneously shatter. This risk can be greatly reduced by specifying heat soaked toughened glass.
Heat Soaked Toughened Glass – Subjecting toughened glass to a sustained high temperature allows unstable nickel sulphide inclusions which may be present, to return to a stable form. Unfortunately the reversion causes breakage in glass undergoing treatment, meaning that increased lead times can occur due to failing glass panes. However those which do survive are less likely to fail during service.
Heat soaked toughened glass is used in the same applications as toughened glass, and demonstrates similar breakage behaviour.
Laminated Glass – Laminated panes are produced by bonding a film, or interlayer between two or more plies of glass (typically annealed or heat strengthened glass). Upon fracture, the interlayer holds the broken shards of glass, preventing injury to those immediately below the rooflight. The interlayer, depending on thickness, material and pane size, may also have the ability to hold a load lying on the glass, preventing falls from height through the rooflight.
Safety
When considering the specification of overhead glazing for inclusion within rooflights, there are two parties to bear in mind; those above the glass (often maintenance staff), and those below it (general building users).
Safety for building users
Current British Standards define that inner panes on glass rooflights must be laminated in applications more than 5 metres above floor level (increased to 13 metres in limited circumstances) or are located over water (eg swimming pools). However, the relevant standard permits use of toughened glass inner panes in other applications, if a risk assessment is carried out and confirmation provided that this does not present additional risk to those below the rooflight.
The term ‘toughened’ implies a degree of safety which in the case of rooflights, is misleading. Toughened glass inner panes actually bring a risk of shattering and falling into the room beneath. For this reason, NARM strongly recommends the use of laminated inner panes on glass rooflights. This is a position strongly supported by ACR, the Advisory Committee for Roofsafety, a body founded by the Health & Safety Executive, dedicated to making working on roofs safer. ACR has published its own document covering this issue, entitled: Glass Specification in Flat Rooflights. This can be downloaded at: https://www.the-acr.org/publications/is5-glass-specification-in-flat-rooflights/
Always check with your supplier that glass rooflights are to be supplied with laminated inner panes, or simply look for the ‘Laminated Inner Pane’ tick symbol.
Non-fragility
In addition to using a laminated inner pane to protect building users, rooflights can also be specified and designed to be non-fragile. This is intended to ensure that anyone accidentally walking or falling onto the rooflight will not fall through the rooflight, even if the glass is broken or the rooflight damaged.
CDM Regulations require that a risk assessment should be carried out for every construction project, and this should define the measures required to prevent significant risk of anyone falling through a rooflight.
If the risk assessment confirms that satisfactory measures have been taken to ensure there is no risk of anyone falling through a fragile rooflight then fragile rooflights can be specified, but otherwise rooflights should be specified to be non-fragile.
Non-fragility for roofing products is generally defined by the “Red Book” ACR[M]001 issued by the Advisory Committee for Roof Safety, but for glass rooflights that document cross refers to documents issued by The Centre for Window and Cladding Technology: CWCT Technical Notes 66 and 67 “Safety and Fragility of Glazed Roofing: guidance on specification” and “testing and assessment” respectively, and CWCT Technical Note 92 “Simplified Method for Assessing Glazing in Class 2 roofs” which includes a simplified test method and a “deemed to satisfy” solution for rooflight applications in a Class 2 roof (one not intended for any foot traffic).
These CWCT documents should be used to define non-fragility of glass rooflights. They are based on the ACR[M]001 soft body impact test, together with an additional hard body impact test specifically relevant to glass, and a static load test to ensure that a broken IGU can retain an injured person who has fallen onto the glass. Pass criteria include ensuring the soft body does not fall through a broken pane of glass, and that no significant shards of glass drop.
Note that any non-laminated pane of glass is incapable of retaining a body once broken, and any rooflight with a toughened inner pane must therefore always be considered ‘Fragile’.
It should also be noted that not all laminated glass combinations will achieve a ‘Non-Fragile’ classification, and many rooflights with laminated inner panes may be fragile: an enhanced specification of laminated glass, and how it is secured in the framing system, may be necessary to achieve non-fragility. Rooflights should either be tested to CWCT TN 92 (or to TN 66 and TN67), or comply with the deemed to satisfy standards defined in CWT TN92 to be regarded as non-fragile.
Deemed to satisfy standards specify a minimum inner pane of 9.5mm or 11.5mm laminated glass (depending on size) comprising 2 plies of annealed or heat strengthened glass with a 1.5mm pvb or ionomer interlayer, continuously supported in a rebated frame with an edge cover of at least 15mm on all four sides.
Reducing Heat Loss
Low E glass – This is glass designed for low-emissivity (known as Low E) and is used to improve thermal insulation. The glass has a transparent metal oxide film applied normally to surface number 3, which works by reflecting the radiation characteristic of heat generated within the building back into the internal space. External solar radiation however, can pass through the film into the building giving ‘Solar heat gain’ to the space. Thus by retaining internal heat and gaining external heat, Low E coatings in DGU’s provide up to three times more insulation than glass without.
Spacer Bars – The two panes of glass in a DGU are held apart by a frame or Spacer Bar around the edge. This frame is often made of aluminium and is seen as a bright edge between the panes of glass. However, this metal frame can act as a ‘Thermal Bridge’ between the panes, transmitting heat from inside the building to outside. This problem can be reduced by specifying a ‘Warm edge’ Spacer Bar made from a material that has low thermal conductivity; this improves the energy efficiency, and reduces the risk of condensation.
Gas filled cavity – The two panes of glass in a DGU are sealed at the edges to create a cavity; this space adds to the thermal insulation of the unit. The space is hermetically sealed and can be filled with dried air or an inert gas. This dehydrated air or gas is chosen because it’s molecular make up provides a barrier to the transfer of heat by normal convection, which would take place in the open air. Inert gasses such as xenon, krypton and, more commonly argon in conjunction with Low E glass are used in DGU’s for their low thermal conductivity properties. Low E glass used in conjunction with an argon filled DGU typically gives a centre pane ‘U’ value of 1.1 W/m²/°K.
Limiting Excessive Solar Gain
Whilst considered an advantage in the winter months, excessive solar gain in summer can render a space uncomfortably hot, and in extreme cases, unusable without the use of air conditioning or similar equipment.
To limit the amount of heat transfer from the Sun into a building (Solar Gain), a Solar Controlled glass can be chosen and fitted as the outer pane of an IGU. Solar control can reduce glare and keep buildings cooler; this is achieved by tinting, applying metallic coatings or a combination of these dependent upon the glass manufacturer chosen. Solar values (‘G’ values) often correlate with an IGU’s light transmission; as the quantity of radiated heat entering the building reduces, so too does the quantity of light entering a space.
Building designers may wish to reap the benefits of solar gain during the winter, and counter excessive heat gains in summer through other means; brise soliel, deciduous landscaping et cetera.
Walk on Rooflights
The use of thicker, stronger laminates of toughened glass can produce glass sections that can be used structurally. In this way rooflights can become glass floors to safely walk on, and even bullet proof. When considering the safety of walking on glass, consideration should be given to applying an anti-slip treatment, as glass can become very slippery when wet.
As a minimum, walk on units should be designed for typical domestic floor loadings of 1.5kN/m², with a concentrated load of 2.0kN as prescribed in BS EN 1991-1-1:2002; higher loadings can be achieved when required for non-domestic buildings through alternative glass specifications. Many rooflight companies now commonly offer ‘walk on’ glass in this way giving Architects a greater freedom of design in how light transfers through a building.
The member rooflight companies of NARM will be able to advise on a precise glass specification, taking into account the aspect ratio of the unit, the framing support system and site load conditions. The combinations of types of glass used in rooflights can allow the specification of a space that is lit by natural light, is safe and comfortable.
Framed Systems
Bespoke structures of almost any shape can be designed using proprietary glazing systems. These usually comprise aluminium or steel glazing bars with polycarbonate or glass glazing.
Typical glazed skylight configurations include pyramids, pitched polygons, barrel vaults, ridgelights, monopitch structures and vertical glazed panels. However, NARM member companies can work closely with architects and specifiers, to realise bespoke, individual design concepts if required.
Proprietary glazing systems are extremely versatile offering a wide range of profiles to suit many different applications. Internal water management systems, custom designed flashings and bespoke opening/ventilation systems can be incorporated.
The framing system makes a major contribution to the safety of the glazing, regardless of the glass type, and it is not satisfactory to determine the safety or non-fragility of a rooflight by considering the glass specification alone. The ability of the framing system to correctly retain the glass is key to its performance, so the glass engagement in the frame and the method of retaining it in the frame is just as important a consideration as the glass itself.
