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Intertek Engineering Report

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Load Table

Burmon Stock No.

Steel Gauge

Hanger seat width

Hanger height

Hanger seat depth

Nail fastener schedule

Limit State Design

Corrosion Finish

Vertical

Lateral

Uplift

Pullout*

Galvanizing

BURMON-ICFJH 1-1/2

14

8 inches

3 inches

N10

13.1 k/N
2950 pounds

12.5 k/N
2820 pounds

11.1 k/N
2493 pounds

8.9 k/N
2000 pounds

G90

BURMON-ICFJH 2-1/2

14

8 inches

3 inches

N16

13.1 k/N
2950 pounds

12.5 k/N
2820 pounds

11.1 k/N
2493 pounds

8.9 k/N
2000 pounds

G90

BURMON-ICFJH 3-1/2

14

8 inches

3 inches

16d common

13.1 k/N
2950 pounds

12.5 k/N
2820 pounds

11.1 k/N
2493 pounds

8.9 k/N
2000 pounds

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.

Technical Info & Downloads

Note: DWG, EASM, STEP and EPRT 3d Models may be viewed using free EDrawings Viewer software

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ProductProduct CodeDescriptionDrawing #PDFDWGEASMSTEPEPRTInstallation GuideBrochureInstallation Video
Burmon ICF Joist HangerICFJHICFJH Assembled 1½ inch12
Burmon ICF Joist HangerICFJHICFJH Assembled 2½ inch13
Burmon ICF Joist HangerICFJHICFJH Assembled 3½ inch14
Burmon ICF Joist HangerICFJHICFJH Connection to ICF Wall15
Burmon ICF Joist HangerICFJHICFJH to Joist Connection16