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Intertek Engineering Report

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ICFWL Load Table

Allowable Loads (lb) - ASD

Vertical

Lateral

2520

2490

  1. Fasteners for wood ledgers provided with part
  2. Loads apply to ICF foam thickness of 3¼ or less.
  3. Concrete should have a minimum compressive rate of f'c = 2,500 psi (17.25 MPa)
  4. The bolts of BURMON-ICFWL 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.
This Table Addresses Vertical Load Applications only for ICF Foam Thickness Up To 3¼ inches

Burmon ICFWL – Wood Ledger Spacing to Replace Anchor Bolts (inches)

Ledger Type

Model No.

½ inch Diameter Anchors at

⅝ inch Diameter Anchors at

(2) ⅝ inch Diameter Anchors at

(2) ¾ inch Diameter Anchors at

12in O.C.

24in O.C.

36in O.C.

48in O.C.

12in O.C.

24in O.C.

36in O.C.

48in O.C.

12in O.C.

24in O.C.

36in O.C.

48in O.C.

12in O.C.

24in O.C.

36in O.C.

48in O.C.

WOOD LEDGERS

2 x D.Fir-L/S-P-F

Burmon ICFWL

48in

48in

48in

48in

38in

48in

48in

48in

19in

38in

48in

48in

34in

48in

48in

48in

1¾ SCL

Burmon ICFWL

48in

48in

48in

48in

34in

48in

48in

48in

17in

34in

48in

48in

28in

48in

48in

48in

STEEL LEDGERS

16 gauge (0.060 inches)

Burmon ICFSL

20in

40in

48in

48in

16in

32in

48in

48in

14 gauge (0.075 inches)

Burmon ICFSL

16in

32in

48in

48in

13in

26in

39in

48in

ICFSL Load Table

Allowable Loads (lb) - ASD

Vertical

Lateral

2150

2050

  1. Fasteners for steel ledgers provided with part
  2. Minimum steel ledger thickness is 16 gauge, 54mm steel ledger
  3. Loads apply to ICF foam thickness of 3¼ or less.
  4. Concrete should have a minimum compressive rate of f'c = 2,500 psi (17.25 MPa)
  5. The bolts of BURMON-ICFSL 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

Download the EDrawings Viewer

Product Product Code Description Drawing # PDF DWG EASM STEP EPRT Installation Guide Brochure Installation Video
Burmon ICF Wood LedgerICFWLICFWL Assembled7
Burmon ICF Wood LedgerICFWLICFWL Ledger Connector to ICF Wall Connection8
Burmon ICF Wood LedgerICFWLWood Ledger to Burmon ICFWL Connection9
Burmon ICF Wood LedgerICFWLSingle ICFWL Template10
Burmon ICF Wood LedgerICFWLUsing the ICFWL Template to mark out bolt holes11