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CD Holdown

SECURE AND HOLD DOWN SHEAR WALLS TO THE STRUCTURE FOUNDATION

ClarkDietrich holdowns provide cost-effective shearwall attachment and are used to transfer tension loads between floors or from structural members to the foundation.

Application(s): Base Connection

Two-piece welded construction comes in three sizes for optimal performance. Installation is made easy with prepunched bolt holes. 

Material: 7 Gauge (179mil) with 1/2" bearing plate
Anchor hole size:  7/8" x 1-1/8" for CD8-S, CD8-B, CD10-S and CD10-B;  1" x 1-1/8" for CD15-S and CD15-B

Product Data & Ordering Information

Product codeGaugeMilsDesign
Thickness
Minimum
Thickness
HeightPackaging
CD8-S71790.188"0.1713"11"Dependent on
Order Quantity
CD10-S71790.188"0.1713"13-1/2"
CD15-S71790.188"0.1713"19"

Alternative Products

Product Data & Ordering Information

Product codeGaugeMilsDesign
Thickness
Minimum
Thickness
HeightPackaging
CD8-B71790.188"0.1713"11"Dependent on
Order Quantity
CD10-B71790.188"0.1713"13-1/2"
CD15-B71790.188"0.1713"19"

Alternative Products

Load Tables

 

Reference section R603.9.4.2 of the International Residential Code (IRC) for holdown requirements in residential applications. Consult the engineer of record for commercial applications.

Installation

  • Install the holdowns using anchor bolts or alternate anchorage calculated to resist the tension load for your specific application. 
  • Use steel nylon locking nuts or thread adhesive to minimize the chance of nut spin. Anchor bolt washer is not required.
  • For the screwed holdowns, secure the CD holdown to the steel framing member by filling all the pre-punched holes with #14 self-tapping screws to achieve listed capacities.
  • For the bolted holdowns, secure the CD holdown to the steel framing member with 3/4" and 1/2" diameter bolts in the pre-punched holes per the design load table to achieve listed capacities.  Field drill holes in the framing member as required to accommodate the required bolts.
  • Boundary members (back-to-back studs) shall be designed by a qualified professional. To tie back-to-back stud members together, the Designer must determine the fasteners required to bind members to act as one unit.
  • CD holdowns can be welded per Designer's recommendation and specification.
  • Welding procedures shall be qualified as specified in AWS D1.3.
  • Welded connections used for cold-formed steel structural members in which the thickness of the thinnest connected part is 0.18 inch or less shall comply to AISI S100-2016 w/ S2-20 specification Section J2.

Reference section R603.9.4.2 of the International Residential Code (IRC) for holdown requirements in residential applications. Consult the engineer of record for commercial applications.

Code Approvals & Performance Standards

  • AISI S100-16 (2020) w/S2-20 North American Specification for the Design of Cold-Formed Steel Structural Members
  • ASTM A36 Standard Specification for Carbon Structural Steel
  • ASTM A1011 Standard Specification for Structural Steel
  • IRC R603.9.4.2 Reference section of the International Residential Code (IRC) for holdown requirements in residential applications. Consult the engineer of record for commercial applications.
 

CAD Details

Note: to view all of ClarkDietrich's CAD details, visit the CAD Details Library.

Gusset Plates 2
Gusset Plates 2
HDS-Shear Wall Post-1
HDS-Shear Wall Post-1
HDS-Shear Wall Post-2
HDS-Shear Wall Post-2
Hold Down Detail 1
Hold Down Detail 1
Hold Down Detail 2
Hold Down Detail 2
Hold Down Detail 3
Hold Down Detail 3

PRoduct submittal SHeets

Click the below Product Code to view Submittal/Tech Datasheet.

Product codeDescription
CD8-SClarkDietrich Holdown with Screwed Connection
CD10-S
CD15-S
CD8-BClarkDietrich Holdown with Bolted Connection
CD10-B
CD15-B

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