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.
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
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Product Data & Ordering Information
Product code | Gauge | Mils | Design Thickness | Minimum Thickness | Height | Packaging |
---|---|---|---|---|---|---|
CD8-S | 7 | 179 | 0.188" | 0.1713" | 11" | Dependent on Order Quantity |
CD10-S | 7 | 179 | 0.188" | 0.1713" | 13-1/2" | |
CD15-S | 7 | 179 | 0.188" | 0.1713" | 19" |
Alternative Products
Product Data & Ordering Information
Product code | Gauge | Mils | Design Thickness | Minimum Thickness | Height | Packaging |
---|---|---|---|---|---|---|
CD8-B | 7 | 179 | 0.188" | 0.1713" | 11" | Dependent on Order Quantity |
CD10-B | 7 | 179 | 0.188" | 0.1713" | 13-1/2" | |
CD15-B | 7 | 179 | 0.188" | 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
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PRoduct submittal SHeets
Click the below Product Code to view Submittal/Tech Datasheet.
Product code | Description |
---|---|
CD8-S | ClarkDietrich Holdown with Screwed Connection |
CD10-S | |
CD15-S | |
CD8-B | ClarkDietrich Holdown with Bolted Connection |
CD10-B | |
CD15-B |
ClarkDietrich SubmittalPro®
Submittal sheets for the exact product you're looking for can be created by using ClarkDietrich's SubmittalPro® Product Submittal System.
- Clip Express Sales at 866-638-1908 or clipexpress@clarkdietrich.com
- Technical Support at 888-437-3244 or support@clarkdietrich.com