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STC/STCT/DTC Roof Truss Clips

STC/STCT/DTC

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Roof Truss and Rafter Connectors, Ties, and Straps

This product's information may differ depending on the category of use. You are currently viewing details related to Roof Truss and Rafter Connectors, Ties, and Straps. You can also view product information related to the category: 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

  • 18 gauge (43 mil)

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

Related Literature

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A catalog including new product information as well as any applicable specification and installation instructions for wood-to-wood and wood-to-concrete structural connectors.
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DTC Head-of-Wall Slide-Clip Application
T-CF-DTC1SB16
Submittal/substitution request for the DTC for the head-of-wall slide-clip application in cold-formed steel construction.
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Submittal/Substitution Request Cover
T-CF-CWCSUB16
This editable cover sheet allows for the easy completion of submittal/substitution request forms for Simpson Strong-Tie cold-formed steel connectors.
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Installer's Pocket Guide
S-C-INSTALL16
S-C-INSTALL16 is a guide featuring updated products, new color illustrations and easier navigation. Some popular structural fastening and anchoring products have also been added.
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Plated-Truss Connectors Installation Guide
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A wall chart for plated-truss connectors in English and Spanish.
Installation Guide

Load Tables

  1. Truss or rafter must be bearing on top plate to achieve the allowable loads under "Without Gap."
  2. Clips are required on both sides of the truss to achieve F1 loads in both directions (stagger parts to avoid screw interferences).
  3. See Fastening Systems and Direct Fastening for more information on Simpson Strong-Tie fasteners.
Typical STC Installation
Typical STC Installation

 
  1. Allowable loads may not be increased for wind or seismic load.
  2. Clips do not replace stud lateral or stability bracing. Design of bracing is the responsibility of the Designer.
  3. It is the responsibility of the Designer to verify the adequacy of the stud. Allowable loads are based on clips installed an adequate distance away from penetrations, notches, ends of studs and other conditions that may affect the clip performance.
  4. See Fastening Systems and Direct Fastening for more information on Simpson Strong-Tie fasteners.
Typical DTC Screw Installation
Typical DTC Screw Installation

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
DTC ER-124 RR25489 FL13872
STC ER-102 ER-124 RR25489 FL13872
STCT ER-102 ER-124

Drawings

Part Orthographic Perspective
DTC
DTC Front View
DWG DXF
DTC Right View
DWG DXF
DTC Top View
DWG DXF
None
STC
STC Front View
DWG DXF
STC Left View
DWG DXF
STC Right View
DWG DXF
STC Top View
DWG DXF
STC Installed Perspective View
DWG DXF
STCT
STCT Front View
DWG DXF
STCT Right View
DWG DXF
STCT Top View
DWG DXF
None

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