This practice provides a design load suitable for sizing blast resistant glazing comprised of laminated glass or insulating glass fabricated with laminated glass.
Blast resistant glazing comprised of laminated glass or insulating glass fabricated with laminated glass shall be sized to resist the 3-second duration equivalent design loading from this standard practice using the procedures described in Practice E1300.
Blast resistant glazing comprised of laminated glass or insulating glass fabricated with laminated glass sized using the 3-second design loading determined from this practice will fracture safely in the event of a blast, thus reducing the potential for personal injury, structural and non-structural building damage, and cleanup costs should an explosion occur.
In the event a blast loading never occurs to blast resistant glazing comprised of laminated glass or insulating glass fabricated with laminated glass sized using the 3-second duration loading determined herein, the blast resistant glazing will have a probability of breakage less than or equal to 8 lites per 1000 at the first occurrence of a loading equal to the 3-second duration design loading determined herein.
Blast resistant glazing designed to resist the 3-second equivalent load as determined herein, properly supported, will perform to minimal hazard as defined in Test Method F1642.
1.1 This practice sets forth a method to specify an equivalent 3-second design loading suitable to use with Practice E1300 to select the thickness and type of blast resistant glazing fabricated with laminated glass to glaze a fenestration. Glass plies used to construct laminated glass are recommended to be either annealed or heat strengthened glass.
1.2 This practice applies to blast resistant glazing fabricated using laminated glass only, including single laminated glass and insulating glass fabricated with laminated glass. As a minimum, insulating glass shall use laminated glass for the inboard (protected side) lite.
1.3 This practice assumes that blast resistant glazing shall be adhered to its supporting frame using structural silicone sealant or adhesive glazing tape. The width of the structural silicone sealant bead shall be at least equal to the larger of 10-mm (3/8-in.) or the thickness designation of the glass to which it adheres but not larger than two times the thickness designation of the glass to which it adheres. The minimum thickness of the structural silicone bead shall be 5-mm (3/16-in.). The width of glazing tape shall be at least equal to two times but not more than four times the thickness designation of the glass to which it adheres. The width of silicone or glazing tape is referred to as bite and is shown and discussed in Guide C1564.
1.4 This practice assumes that the structural silicone bead or glazing tape is applied to both sides of single lite laminated glass but need only be applied to the inboard side (protected side) of insulating glass.
1.5 This practice assumes the framing members shall restrict deflections of edges of blast resistant glazing they support to L/60 under 2.0× the load resistance of the blast resistant glazing for inward loading, where L denotes the length of the supported edge.
1.6 This practice assumes the framing system supporting the blast resistant glazing sha......
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