Joist Hanger

1. Loads apply to ICF foam thickness of 3¼ or less.

2. Fill all hanger holes with nails specified.

3. Concrete should have a minimum compressive rate of f'c = 2,500 psi (17.25 MPa)

4. The bolts of BURMON-ICFJH must be no closer than 4 inches to the top of wall.

                                 

NOTE:

The Allowable Load Table is calculated in accordance with ASTM D7147-11 Section 13, the allowable downward load is calculated as the lesser of:

1. The lowest ultimate load per hanger divided by 3.

2. The average, over each hanger in each specimen, load that produces a vertical deflection of 0.125 inches at the bottom of the hanger with respect to the wall. Refer to Intertek Engineering report K9541.01-119-42 RO for Test results.