Sill pla te c onne c tion for
IC F Home s
EASY INSTALL!Position theHurricane Bracket
Fix screwsto top plate
Secure truss to Hurricane Bracket1 2 3
ADVANTAGESFully Engineered, Tested and Certified
Designed to Resist 96% of All Global High Wind Events
Top Plate Sits Inside ICF Wall Enhancing Thermal Performance
No Skew/Toe Nailing required
No Hand Nailing required
Stronger, Faster Connection
Trusses screw fixed Through nail plate
Brackets Hold Trusses Up Making Bracing Easier & Safer
A Revolutionary Tie Down System Designed Speci�cally For ICF
Walls with Single Timber Top Plate
Burmon Pty LtdABN 51 162 153 004
Factory Address: 10 Elliot Drive,Stapylton, Qld, 4207
Australia
Phone 1300 781 844 www.burmon.com.au
SPECIFICATIONSteel : Grade G300 Thickness 1.2mm Galvanized
Coating Z275 Screws: Type 17, Burmon square drive 38mm x 10
gauge galvanized
Product Code: BUCBS70 BUCBS90 Note: for Higher Load capacity
than 12k/N use Hurricane Bracket Extreme
100mm
70mm 35mm
100mm
90mm 35mm
COMPLIANCEThe Burmon Hurricane Bracket is fully certified and
tested for use inaccordance with local building codes.
LOAD DATA
NotesThe Limit State Design capacities for the BurmonHurricane
Bracket resisting wind uplift are asshown in these tables. Design
capacities havebeen obtained from laboratory testing and procedures
given in AS1720.1.
Wind Uplift capacities are based onAS1720.1:2010 using k1 =1.31,
for use in conjunction with AS/NZS 1170:2002 load code.
For Higher load capacity requirements refermanufacturers product
range.
Hurricane Bracket (Patent Application 2013209390)is certified by
Registered Structural and CivilEngineers for the Australian
Building Industryin accordance with the relevant
AustralianStandards and Building Codes. Cyclone Bracket is
structurally adequate provided itis installed and used in complete
accordancewith the guide on this brochure and website.
The specified Burmon Screw must be used in conjunction with the
Burmon Hurricane Bracketto achieve load ratings as per load
tables.
1.
2.
4.
3.
5.
6 x 1 ½ inch screws into top plate
3x1 ½ inch screws into truss each side
2450pounds
Limit State Design Capacity (k/N)
Fastener Schedule DF/SPAllowable Loads
