BL-HAMBRO® JOISTS/GIRDERS - Pre-pouring verification

• Document No.

• Project Name

• Project Number

• Conducted on

  Date

• Prepared by

• Location
  Address

• Drawing, Floor, Division, Grid Lines

HAMBRO® JOISTS/GIRDERS - Pre-pouring verification

• This checklist is provided as a reference tool only to help with installation oh the Hambro® System. Construction drawings (E1J, E2J, etc) ED-D500. CC-D500 and installation manual remain the principal documentation for your project and installation of the Hambro® system should always be done according to those respected documents.

1. Orientation of joists/girders

• Tag side on the joists/girders should be located on the same side of the bay than on the Hambro® layout drawing.

  Compliant

  Non-compliant

2. Joists spacing

• Spacing should be identical to the Hambro® layout drawing. Particular attention should be taken for joists parallel to an edge of slab/cantilever.

  Compliant

  Non-compliant

• If impossible to re-create identical spacing due to site conditions, report any discrepancies for engineering review.

3. Eccentricity of Hambro® joist/girder shoes

• Portion of the joist/girder shoe not bearing completely on the bearing element ( should never be greater than 1/2"/ shoe)

  Compliant

  Non-compliant

• Hambro® girder shoe full bearing in both directions, unless noted otherwise on layout drawing.

  Compliant

  Non-compliant

4. Rollbars (RB)

• Rollbars vertically locked in place?

  Compliant

  Non-compliant

• Note: Watch for handles and brackets of the first rollbars near a bearing element. Make sure they are facing the correct direction for easier stripping after the pour.

5. Shoe & FH/MH fastening

• All shoes, including girder shoes and FH/MH should be securely fastened to bearing element as per Hambro® IFC drawings.

  Compliant

  Non-compliant

• Note: Hambro® joists bearing on concrete/masonry wall do not require to be fastened, unless noted on the Hambro® IFC drawing

6. Header beams

• Location of header beam as per Hambro® IFC drawing.

  Compliant

  Non-compliant

• Header beam is welded/bolted in place, as per Hambro® IFC drawing.

  Compliant

  Non-compliant

7. Joists elevation

• All joists leveled, as per requested elevation on Hambro® IFC drawing.

  Compliant

  Non-compliant

8. Joists rotation/sweep

• Joists perfectly vertical before pour?

  Compliant

  Non-compliant

• Acceptable Sweep of 1/20'-0"

  Compliant

  Non-compliant

9. Damaged Hambro® joists

• All damages to the Hambro® joist/girder, of any nature, should be documented and reported

Damage

• Pictures of damages

  Media

• Mark

• Description of damage

10. Temporary bridging

• Temporary bridging installed as per Hambro® drawing ED-D500

  Compliant

  Non-compliant

• Hambro® joists close to edge of slab are laterally supported

  Compliant

  Non-compliant

11. Plumbing sleeves/wood block-outs

• Clearance of plumbing sleeves and wood block- outs minimum 6" clear from the center of the Hambro® joists.

  Compliant

  Non-compliant

• Note: if the clearance is non-compliant, report immediately this situation for engineering review. Reinforcement may be required.

12. Slab thickness

• Thickness as per Hambro® IFC drawings?

  Compliant

  Non-compliant

• Has a drill inspection been performed?

  Yes

  No

  N/A

13. Plywood, wire mesh, rebar etc.

• Size of wire mesh and quantity of layers, as per Hambro® drawings.

  Compliant

  Non-compliant

• Overlap of wire mesh.

  Compliant

  Non-compliant

• Wire mesh ties properly at overlap.

  Compliant

  Non-compliant

• All additional reinforcing steel (rebar) in place.

  Compliant

  Non-compliant

• General aspect of plywood

  Compliant

  Non-compliant

• Structural steel connections ( bolts, weld, etc.)

  Compliant

  Non-compliant

Additional comments

• Pictures

  Media

Signatures

• Inspected by

  Sign

• Reviewed by

  Sign