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Fully Adhered or Mechanically Attached RubberGard or UltraPly Version
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- Tested per ANSI/SPRI ES-1 Standard to a design pressure of 170 lbs./ft² to comply with the International Building Code.
- Factory Mutual 1-750 approved for wind up lift protection.
- Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Stone Ballasted RubberGard or UltraPly Version
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Tested per ANSI/SPRI ES-1 Standard to a design pressure of 290 lbs./ft² to comply with the International Building Code.
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Factory Mutual 1-645 approved for wind up lift protection.
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Built-Up or Modified Version
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- Tested per ANSI/SPRI ES-1 Standard to a design pressure of 290 lbs./ft² to comply with the International Building Code.
- Factory Mutual 1-645 approved for wind up lift protection.
- Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Platinum Version
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Tested per ANSI/SPRI ES-1 Standard to a design pressure of 290 lbs./ft² to comply with the International Building Code.
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Factory Mutual 1-645 approved for wind up lift protection.
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Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Fully Adhered or Mechanically Attached RubberGard or UltraPly Version
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- Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Built-Up or Modified Version
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Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Platinum Version
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- Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Fully Adhered or Mechancially Attached RubberGard or UltraPly Version
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Tested per ANSI/SPRI ES-1 Standard to a design pressure of 190 lbs./ft² to comply with the International Building Code.
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Factory Mutual 1-270 approved for wind up lift protection.
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Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Built-Up or Modified Version
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- Tested per ANSI/SPRI ES-1 Standard to a design pressure of 190 lbs./ft² to comply with the International Building Code.
- Factory Mutual 1-270 approved for wind up lift protection.
- Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Platinum Version
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Tested per ANSI/SPRI ES-1 Standard to a design pressure of 190 lbs./ft² to comply with the International Building Code.
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Factory Mutual 1-270 approved for wind up lift protection.
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Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Existing Beveled Wood Nailer Version
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- Tested per ANSI/SPRI ES-1 Standard to a design pressure of 190 lbs./ft² to comply with the International Building Code.
- Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Galvanized Waterdam Version
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Tested per ANSI/SPRI ES-1 Standard to a design pressure of 190 lbs./ft² to comply with the International Building Code.
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Factory Mutual 1-270 approved for wind up lift protection.
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Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Existing Beveled Wood Nailer Version
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- Tested per ANSI/SPRI ES-1 Standard to a design pressure of 190 lbs./ft² to comply with the International Building Code.
- Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Galvanized Waterdam Version
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Tested per ANSI/SPRI ES-1 Standard to a design pressure of 190 lbs./ft² to comply with the International Building Code.
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Factory Mutual 1-270 approved for wind up lift protection.
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Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Fully Adhered, Mechanically Attached or Stone Ballast RubberGard or UltraPly Version
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- Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
- Factory Mutual 1-90 approved for wind up lift protection.
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Single-Ply Application, Snap-On Version
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Face heights of 5 ¼" to 8 ¼" are tested per ANSI/SPRI ES-1 Standard to a design pressure of 160 lbs./ft² and face heights of 9 ¾" to 12 ¾" are tested to a design pressure of 110 lbs./ft² to comply with the International Building Code.
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Single-Ply Application, Crimp-On Version
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- Tested per ANSI/SPRI ES-1 Standard to a design pressure of 150 lbs./ft² to comply with the International Building Code.
- Factory Mutual 1-195 approved for wind up lift protection.
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Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Flat Version
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Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Factory Mutual 1-90 approved for wind up lift protection.
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Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Tapered Version
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- Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
- Factory Mutual 1-90 approved for wind up lift protection.
- Miami-Dade Approved (No. 08-0604.02 12/11/13) to comply with the “High Velocity Hurricane Zone of the Florida Building Code”.
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Over 6'' to 12'' Face Height, Flat Version
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Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Factory Mutual approved for wind up lift protection.
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Over 6'' to 12'' Face Height, Tapered Version
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- Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
- Factory Mutual approved for wind up lift protection.
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Larger than 16'' Wall Size Tapered Coping
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Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Existing Slope with Nailer Version
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- Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
- Factory Mutual 1-90 approved for wind up lift protection.
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Existing Slope without Nailer Version
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Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Factory Mutual 1-90 approved for wind up lift protection.
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Existing Slope without Nailer, Over 6'' to 12'' Face Height, Masonry Attached Version
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- Tested per ANSI/SPRI ES-1 Standard to comply with the International Building Code.
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Tested per ANSI/SPRI ES-1 Standard to a design pressure of 340 lbs./ft² to comply with the International Building Code.
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