WT Wedge Form Ties

Order wedges separately. Specify W1.

Typical WT Installation with 2x Nominal Form Lumber

Typical WT Installation with 1 1/4" Composite Form Board

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:

Use two 3 1/2" long wedges for each tie.
Not recommended for wall pours greater than 4' high.
Wall thickness from 6" to 12".
Refer to technical bulletin T-WT for recommended spacing.

roll over images below to see larger image

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
WT	See specific model numbers for code listings.
WT10	No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT10/125	No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT12	No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT12/125	No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT6	No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT6/125	No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT8	No load capacity: Products not tested or submitted because they’re not load rated and code approval not required.
WT8/125	No 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

Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

	ORTHOGRAPHIC	PERSPECTIVE
WT	None 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