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CS Coiled Strap

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Coiled Straps

This product's information may differ depending on the category of use. You are currently viewing details related to Coiled Straps. You can also view product information related to the categories of: Lateral Connectors, Ties and Straps for Cold-Formed Steel Construction, Bridging and Bracing Connectors for Cold-Formed Steel Construction

CS coiled utility straps are an ideal solution when it is desired to brace wall studs via the flanges with strap. These products are packaged in lightweight cartons (about 40 pounds) and can be cut to length on the job site.

Material

  • See table

Finish

  • Galvanized (G90); ZMAX®

Installation

  • Use all specified fasteners. See General Notes.
  • Refer to the applicable code for minimum edge and end distance.
  • The table shows the maximum allowable loads and the screws required to obtain them. See footnote #1. Fewer screws may be used as given by footnote #3.

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Load Tables

    These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.

   These models are approved for installation with the Strong-Drive® SD Connector screw. See the load values below.

  1. Fastener quantities and end lengths are calculated using an increase for wind or seismic loading.
  2. Use half of the required nails in each member being connected to achieve the listed loads.
  3. Calculate the connector value for a reduced number of nails as follows:

    Example: CMSTC16 in DF/SP with 40 nails total. (Half of the nails in each member being connected)

  4. Tension loads apply for uplift when installed vertically.
  5. NAILS: 16d = 0.162" dia. x 3 1/2" long, 16d Sinker = 0.148" dia. x 3 1/4" long, 10d = 0.148" dia. x 3 " long. See other nail sizes and information.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
CSSee specific model numbers for code listings.
CS14 ER-102 ER-124 ESR-2105 ESR-2523 RR25713 RR25489 FL10852 FL13872
CS16 ER-102 ER-124 ESR-2105 ESR-2523 RR25713 RR25489 FL10852 FL13872
CS18 ER-102 ER-124 ESR-2105 ESR-2523 RR25713 RR25489 FL10852 FL13872
CS18S ER-102 ER-124 ESR-2105 ESR-2523 FL10852 FL13872
CS20 ER-102 ER-124 ESR-2105 ESR-2523 RR25713 RR25489 FL10852 FL13872
CS22 ER-102 ER-124 ESR-2105 ESR-2523 RR25713 RR25489 FL10852 FL13872

ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

Drawings

Part Orthographic Perspective
CS14None
CS14 Installed Perspective View
DWG DXF
High Wind Resistant Construction Detail D133: Building Floor-to-Floor Straps - HWRC D133 Building floor to floor straps
DWG DXF
CS14 Installed Perspective View - CFS Installation
DWG DXF
CS16
WSW2 Detail Sheet
DWGDXF
CS16 Front View
DWG DXF
CS14 Installed Perspective View
DWG DXF
High Wind Resistant Construction Detail D133: Building Floor-to-Floor Straps - HWRC D133 Building floor to floor straps
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D6: Girder/Truss to Wood Wall Framing - HWRC D6 GirderTruss to Wood Wall Framing
DWG DXF
High Wind Resistant Construction Detail D72: Wall to Pile/Girder - HWRC D72 Wall to PileGirder
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
CS14 Installed Perspective View - CFS Installation
DWG DXF
High Wind Resistant Construction Detail D46: Stud to Stud - HWRC D46 Stud to Stud
DWG DXF
CS18
CS18 Front View
DWG DXF
CS14 Installed Perspective View
DWG DXF
High Wind Resistant Construction Detail D133: Building Floor-to-Floor Straps - HWRC D133 Building floor to floor straps
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
CS14 Installed Perspective View - CFS Installation
DWG DXF
High Wind Resistant Construction Detail D46: Stud to Stud - HWRC D46 Stud to Stud
DWG DXF
CS18SNone
CS14 Installed Perspective View
DWG DXF
High Wind Resistant Construction Detail D133: Building Floor-to-Floor Straps - HWRC D133 Building floor to floor straps
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
CS14 Installed Perspective View - CFS Installation
DWG DXF
CS20
CS20 Front View
DWG DXF
CS14 Installed Perspective View
DWG DXF
High Wind Resistant Construction Detail D133: Building Floor-to-Floor Straps - HWRC D133 Building floor to floor straps
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
CS14 Installed Perspective View - CFS Installation
DWG DXF
High Wind Resistant Construction Detail D46: Stud to Stud - HWRC D46 Stud to Stud
DWG DXF
CS22
CS22 Front View
DWG DXF
CS14 Installed Perspective View
DWG DXF
High Wind Resistant Construction Detail D133: Building Floor-to-Floor Straps - HWRC D133 Building floor to floor straps
DWG DXF
CS14 Installed Perspective View - CFS Installation
DWG DXF