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Simpson SCS62-5/97-KT25 Strong-Tie Seismic Bypass Framing Slide Clip 12-Gauge with Screws (25 Pack) for Cold-Formed Steel Construction

$88.70 $177.40
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Simpson Strong-Tie SCS62-5/97-KT25 Description The SCS62-5/97-KT25 is a hybrid clip designed for slide-clip or fixed-clip applications, engineered for exceptional resistance to seismic loads. Simpson Strong-Tie SCS62-5/97-KT25 Includes (25) connectors (83)



SKU: JK6447236261 Category:

Simpson Strong-Tie SCS62-5/97-KT25 Description

The SCS62-5/97-KT25 is a hybrid clip designed for slide-clip or fixed-clip applications, engineered for exceptional resistance to seismic loads.

Simpson Strong-Tie SCS62-5/97-KT25 Includes

  • (25) connectors
  • (83) XLSH78B1414 #14 shouldered screws

Simpson Strong-Tie SCS62-5/97-KT25 Features

  • 3 1/2″, 6″ and 8″ lengths
  • Slide slots used with shouldered washer screws allow a full 1″ of vertical deflection
  • Precision-located stiffeners enhance strength while allowing ductility
  • Simpson Strong-Tie No-Equal stamps alongside slide slots indicate proper screw placement
  • Dual-function clip with prepunched slots for slide application and small round holes for fixed application

Simpson Strong-Tie SCS62-5/97-KT25 Applications

  • Cold-Formed Steel Construction
  • Seismic and non-seismic areas
  • Slide-clip or fixed-clip applications

Simpson Strong-Tie SCS62-5/97-KT25 Installation Overview

  1. Use the specified type and number of anchors.
  2. Slide applications: Use the specified number of XLSH78B1414 #14 shoulder screws (included). Install the screws in the slots adjacent to the No-Equal stamps.
  3. Fixed applications: Use the specified number of #10 screws (not included) in the designated screw holes.

Simpson Strong-Tie SCS62-5/97-KT25 Specifications

Material 12 Gauge and 10 Gauge Finish G90 Galvanized Length 6″ Fasteners required Includes (83) XLSH78B1414 #14 shouldered screws for slide-clip applications

NOTE: The correct fasteners installed in the correct position must be used to achieve published load values.

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