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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

DF/SP LVL Floor Allowable Load (lbs)

DF/SP LVL Allowable Load (lbs)

Vertical

Lateral

Uplift

BURMON-ICFJH 1-1/2

14

8 inches

3 inches

N10

1922

1890

1770

BURMON-ICFJH 2-1/2

14

8 inches

3 inches

N16

1922

1890

1770

BURMON-ICFJH 3-1/2

14

8 inches

3 inches

16d common

1922

1890

1770

  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.

Technical Info & Downloads

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

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Product Product Code Description Drawing # PDF DWG EASM STEP EPRT Installation Guide Brochure Installation 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
Burmon ICF Joist HangerICFJHTest Rig Set Up
Burmon ICF Joist HangerICFJHIntertek Video of Testing (US)
Burmon ICF Joist HangerICFJHIntertek Engineering Report