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      <title>Use of Laminated Glass in Glass Railing Systems</title>
      <link>https://www.curvedglasscreations.com/use-of-laminated-glass-in-glass-railing-systems7c7460b3</link>
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      <content:encoded>&lt;h3&gt;&#xD;
  
                  
  Glass Informational Bulletin - GANA 09-0417

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    Introduction
    
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  Glass railing systems are used in a variety of residential and commercial settings for safety and the beauty
glass adds to a structure. Laminated glass is the ideal glazing material for this application and offers a
variety of design options. The interlayer can be clear, tinted, or custom printed. The glass can be clear,
tinted or decorative; flat or curved; fully supported on 1, 2, 3, or 4 edges; or minimally supported with
bolts and/or clamps. Laminated glass offers a benefit over monolithic tempered glass when used in
railings; if breakage occurs, glass particles tend to adhere to the laminate interlayer increasing the
likelihood of glass retention in the system.

  
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  Interior glass railings create an open feeling on the inside of a large space and enhance visibility and
daylighting. These railing systems may be used in spaces such as, but not limited to, shopping centers,
hotels, office buildings, restaurants and hospitals. Laminated glass railing systems can also be installed in
exterior applications, such as balconies in apartments, hotels, and condominiums. Laminated glass
provides improved resistance to glass fallout in the event of breakage. If the laminate edge is not covered,
additional consideration should be given to the interlayer type and glazing system design.

  
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  Laminated glass railing systems provide a clear barrier in many sports venues around the world. While a
top rail is still required by code, in some instances the metal top cap and handrail have been eliminated,
with approval of the building official, to afford spectators an unobstructed view onto the playing field.
This is discussed in further detail in the Building Code Requirements section below with regards to code
adherence
  
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      Definitions
    
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      Handrail
    
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    : According to the IBC 2015, a horizontal or sloping
rail intended for grasping by the hand for guidance or support.
  
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      Guardrail
    
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    : According to ASTM E2353 Section 3.2.3, a protective
railing system around the outer edges  of locations of an accessible
roof, balcony, landing, platform or ramp designed to minimize the
probability of an accidental fall from the walking
surface.
  
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      Guard
    
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    : According to the IBC 2015, a building component or
system of building components located at or near the open sides of
elevated walking surfaces that minimizes the possibility of a fall
from the walking surface to a lower level.
    
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      Baluster:

    
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    a vertical support piece, such as a lite of glass.
    
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      Balustrade
    
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    :
a railing supported by balusters.
    
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      Infill Panel
    
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    : the material that occupies the space between
supporting structural members of the system, and functions as the
guard in the system.
    
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      Glass Selection
    
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ASTM
C1172 
    
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      Standard
Specification for Laminated Architectural Flat Glass 
    
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    is
the industry specification for laminated glass. ASTM C1048 - 
    
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      Standard
Specification for Heat-Strengthened and Fully Tempered Flat Glass 
    
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    is
the industry specification for heat-strengthened and tempered glass.
ASTM C1048 also contains vital information about the fabrication of
holes and/or notches.
  
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    Additionally,
two ASTM standards and one Canadian Standards Association (CSA)
standard address testing, specification, and design of glass
railings.  These are:
    
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      ASTM
E2353 
      
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        Standard
Test Methods for Performance of Glass in Permanent Glass Railing
Systems, Guards, and Balustrades
      
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      ASTM
E2358 
      
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        Standard
Specification for the Performance of Glass in Permanent Glass Railing
Systems, Guards, and Balustrades
      
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        CSA
A500 Guard Standard
      
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      Building Code
Requirements
    
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The 2015 International Building Code (IBC) makes specific reference
to glass railings in Section 2407 of the code. The code requires the
use of laminated glass with very few exceptions.
  
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    The
main points of section 2407 of the 2015 IBC are:
    
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      Laminated
	glass must be used in handrails, guardrails or
	guards.
      
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      Glass
	types must be fully tempered laminated or heat-strengthened
	laminated.
      
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      Laminate
	must comply with CPSC 16 CFR 1201 Cat II or ANSI Z97.1-2015 Class
	A
      
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      Minimum
	nominal thickness must be 1/4
	in.
      
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      Single
	fully tempered glass is permitted where there is no walking surface
	beneath the system or where the surface is permanently protected
	from the risk of falling
	glass.
      
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      Handrail
	or guard section must be supported by a minimum of three glass
	balusters, or shall be otherwise supported to remain in place should
	one baluster panel
	fail.
      
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      The
	panels and their support systems should be designed to withstand the
	loads as specified by  the code.  A design factor of 4 must be used
	in designing the
	glass.*
      
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      Top
	rail is not required if the laminated glass is comprised of two or
	more glass lites having equal thickness and only then if the system
	receives approval from the building
	official.
      
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      In
	windborne debris regions, in-fill glass and glass balusters must be
	laminated and comply with safety glazing
	standards.
      
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      In
	windborne debris regions, if the glass is supporting a top rail, the
	top rail must stay in place after impact
	testing.
      
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      Glazing
	materials may not be installed as handrails or guards in parking
	garages except in pedestrian
	areas.
      
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    The 2015 IBC represents a major change in the use of glass in railing
systems. Prior to the 2015 code, the designer could use either
monolithic tempered or laminated glass in most railing applications.
As states adopt the 2015 IBC, the use of monolithic tempered glass
will be restricted, and will be replaced by a heat-strengthened or
tempered laminated glass alternative. The adoption process is often
slow at the state level. Since older versions of the code may govern
the code approval process, designers and specifier are advised to
consider the risks associated with glass breakage and specify
laminated glass to conform to  best industry
practices.
    
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      *The
design factor is used to reduce a material’s limiting stress to an
allowable stress in design.
    
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      Glass
Railing Performance Standards 
    
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    (derived
from ASTM E2358)
    
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Glass
railing system testing is done according to ASTM E2353 
    
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      Standard
Test Methods for Performance  of Glass in Permanent Glass Railing
Systems, Guards &amp;amp; Balustrades
    
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    .
The standard evaluates static strength, impact resistance, and
post-break retention. Railing systems are specified according to ASTM
E2358, 
    
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      Standard
Specification for the Performance of Glass in Permanent Glass Railing
Systems,  Guards, and Balustrades
    
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    .
These systems include glazing infill, as well as structural glass
railing types. The four levels of performance are shown in Table 1.
Post-impact classifications per ASTM E2358 are shown
below.
  
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      Reprinted,
with permission, from ASTM E2358-04(2010) Standard Specification for
the Performance of Glass in Permanent Glass Railing Systems, Guards,
and Balustrades, copyright ASTM International, 100 Barr Harbor Drive,
West Conshohocken, PA  19428, 
    
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          www.astm.org
        
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        .
      
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    Post-impact classifications of laminated glass railings from ASTM
E2353 are shown below. It is anticipated that future model building
code changes will take into account the post-impact classification 
as a way of avoiding the requirement to get building official
approval mentioned in point 8 above. A post-impact classification of
1 or 2 must be met to prevent falling glass as well as to increase
protection of building occupants above ground level from falling
through an unprotected opening.  For Classification   2, the load
that must be retained after breakage has yet to be
determined.
    
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      Post-Impact
Classification
    
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      Glazing
	unbroken
      
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      Glazing broken and
	retained
      
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      Glazing broken and not
	retained
      
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      Laminated Glass
Quality
    
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Unlike monolithic tempered glass, edge quality with laminated glass
must be clearly specified to the glass fabricator. Issues such as
edge misalignment and protruding interlayer may impact the aesthetics
and safety of the glass edge.
  
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    ASTM C1172 Section 8.5.1 shows standard tolerances for laminated
glass including misalignment. Tighter tolerances may be required for
exposed edge applications.   This concern is addressed in   Section
    
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8.5.3 where it states, “For some laminated applications such as
point supported glass and balustrades, where the edges of the
laminate are exposed, tighter length and width tolerances may be
requested by the customer.  Consult the supplier to determine their
capabilities.”
  
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      Glazing System
Considerations
    
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When a system is wet glazed, it is important to verify compatibility
of the caulk, grout, blocks, and  sealant used in contact with the
laminate interlayer. This is especially important in exterior
applications where moisture and expansion rates can impact the
system. Traditional methods of setting monolithic glass in railings
such as cement-based grouts may be incompatible with laminated glass.
Polyurethane or epoxy type sealants may be suitable alternatives.
Dry-glaze methods have shown to be compatible with laminated glass
systems. Bolted or clamped systems must be designed and installed
properly to avoid over-stressing the glass around the points of
contact. Consult with the fabricator and component suppliers (i.e.
interlayer manufacturers, sealant suppliers, etc.) for questions
surrounding compatibility.
  
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    For
additional information on laminated glazing materials consult the
GANA 
    
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      Laminated
Glazing Reference Manual 
    
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    and
the GANA website: 
    
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    &lt;a href="http://www.glasswebsite.com/"&gt;&#xD;
      &lt;u&gt;&#xD;
        
                        
        www.glasswebsite.com
      
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      .
    
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      The
Glass Association of North America (GANA) has produced this Glass
Informational Bulletin solely to provide information regarding the
use of laminated glass in glass railing systems. This bulletin makes
no attempt to provide all information or considerations in the use of
laminated glass. The user of this Bulletin has the responsibility to
ensure their awareness of the use of laminated glass in glass railing
systems. GANA disclaims any responsibility for any specific results
related to the use of this Bulletin, for any errors or omissions
contained in the Bulletin, and for any liability for loss or damage
of any kind arising out of the use of this Bulletin.
    
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    This
bulletin was developed by the GANA Laminating Division and by the
membership and the GANA Board of Directors. The original version of
the document as approved and published in March 2011. This version
was re-published in May 2013 and April 2017.
    
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      <pubDate>Wed, 28 Jun 2017 15:46:29 GMT</pubDate>
      <author>cgc.curvedglass@gmail.com (Walter Kuenzle)</author>
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