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ICF Joist Hanger

Product code: ICFJH

Burmon’s ICF Joist Hanger utilizes the Burmon ICF Connector System, a revolutionary double threaded cylinder bolt assembly that connects and anchors wood ledger brackets, wood and steel ledgers, joist hangers, I- joists, beams and trusses to insulated concrete forms (ICF) walls.

ICF Joist Hanger

ICF Joist Hanger

Product code: ICFJH

Burmon’s ICF Joist Hanger utilizes the Burmon ICF Connector System, a revolutionary double threaded cylinder bolt assembly that connects and anchors wood ledger brackets, wood and steel ledgers, joist hangers, I- joists, beams and trusses to insulated concrete forms (ICF) walls.

ICF Joist Hanger
ICF Joist Hanger

Product code: ICFJH

Burmon’s ICF Joist Hanger utilizes the Burmon ICF Connector System, a revolutionary double threaded cylinder bolt assembly that connects and anchors wood ledger brackets, wood and steel ledgers, joist hangers, I- joists, beams and trusses to insulated concrete forms (ICF) walls.

Load Table

Burmon Stock No.

Steel Gauge

Hanger seat width

Hanger height

Hanger seat depth

Nail fastener schedule

DF/SP LVL Floor Allowable Load (lbs)

DF/SP LVL Allowable Load (lbs)

Corrosion Finish

Vertical

Lateral

Uplift

Pullout*

Galvanizing

BURMON-ICFJH 1-1/2

14

1½

8 inches

3 inches

N10

1922

1890

1770

1610

G90

BURMON-ICFJH 2-1/2

14

2½

8 inches

3 inches

N16

1922

1890

1770

1610

G90

BURMON-ICFJH 3-1/2

14

3½

8 inches

3 inches

16d common

1922

1890

1770

1610

G90

  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.
  5. * If requiring pullout loads, place one ½ inch hex bolt 3½ inches long into each cylinder bolt hole.

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.

Technical Info & Downloads

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ICF Joist Hanger

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