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WT Wedge Form Ties


Designed for low foundation wall applications. 5/8" wide formed "V" design for rigidity allows accurate form spacing and support. Sizes now available for composite form board.

Material: Wedges—14 gauge, WT—18 gauge

Finish: Galvanized

Installation:


top Gallery:
  roll over images below to see larger image
 
WT6 WT6/125 Order wedges separately. Specify W1.
 
Typical WT Installation with 2x Nominal Form Lumber   Typical WT Installation with 1 1/4" Composite Form Board

top Wall Thickness:
Table
next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
WTSee specific model numbers for code listings.
WT10No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT10/125No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT12No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT12/125No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT6No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT6/125No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT8No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT8/125No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.

* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson Strong-Tie® AutoCAD® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
WTNone for this model None for this model
WT10 WT10: DWG | DXF
WT10 front view: DWG | DXF
WT10 right view: DWG | DXF
None for this model
WT10/125 WT10/125: DWG | DXF
WT10/125 front view: DWG | DXF
WT10/125 left view: DWG | DXF
WT10/125 right view: DWG | DXF
None for this model
WT12 WT12: DWG | DXF
WT12 front view: DWG | DXF
WT12 left view: DWG | DXF
WT12 right view: DWG | DXF
None for this model
WT12/125 WT12/125: DWG | DXF
WT12/125 front view: DWG | DXF
WT12/125 left view: DWG | DXF
WT12/125 right view: DWG | DXF
None for this model
WT6 WT6: DWG | DXF
WT6 front view: DWG | DXF
WT6 right view: DWG | DXF
None for this model
WT6/125 WT6/125: DWG | DXF
WT6/125 front view: DWG | DXF
WT6/125 left view: DWG | DXF
WT6/125 right view: DWG | DXF
None for this model
WT8 WT8: DWG | DXF
WT8 front view: DWG | DXF
WT8 right view: DWG | DXF
WT8 View 1: DWG | DXF
WT8 View 2: DWG | DXF
WT8/125 WT8/125: DWG | DXF
WT8/125 front view: DWG | DXF
WT8/125 left view: DWG | DXF
WT8/125 right view: DWG | DXF
None for this model

   
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