Cold-Formed Steel: STC/STCT/DTC Roof Truss Clips

For alignment control between a roof truss and nonbearing walls; the 1 1/2" slot permits vertical truss chord movement when loads are applied.

Material: 43 mil (18 ga)

Finish: Galvanized

Installation:

Use all specified fasteners; see General Notes.
Use STC or DTC depending on required loads.
STC / STCT / DTC may be used with proprietary material sections. Contact material supplier for specific installation details.
Use STCT where truss or rafter is separated from the top plate of the nonbearing wall.
Install slot screws in the middle of the slot.

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STCT		DTC		STC		Typical STC Installation Screws into the truss or rafter should not be driven completely flush against the connector, to allow vertical truss movement.

Tabulated loads are governed by tests and may not be increased. Refer to Steel Stress Increase for additional information.
Truss or rafter must be bearing on top plate to achieve the allowable loads under “WITHOUT GAP.”
Clips are required on both sides of the truss to achieve F₁ loads in both directions (stagger parts to avoid screw interferences).

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
DTC	No code listing: Please contact us for test data.
STC	No code listing: Please contact us for test data.
STCT	No code listing: Please contact us for test data.

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

	ORTHOGRAPHIC	PERSPECTIVE
DTC	DTC: DWG \| DXF DTC front view: DWG \| DXF DTC right view: DWG \| DXF DTC top view: DWG \| DXF	None for this model
STC	STC: DWG \| DXF STC front view: DWG \| DXF STC right view: DWG \| DXF STC top view: DWG \| DXF	STC: DWG \| DXF
STCT	STCT: DWG \| DXF STCT front view: DWG \| DXF STCT right view: DWG \| DXF STCT top view: DWG \| DXF	None for this model