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DWF Drywall-to-CFS Screw (Collated)

DWF Drywall-to-CFS Screw

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Key Features

  • Bugle head
  • #2 Phillips (driver bit in each box; replacement bit model BIT2P)
  • Fine threads
  • Sharp point
  • Gray phosphate coating
  • Curved collation

Applications

  • Drywall to cold-formed steel (recommended thicknesses: 33, 27 and 18 mil / 20, 22 and 25 ga.)

Related Links

Catalog Pages

Related Literature

Product Information Table

Fastener Production Information and Stuff & Things
Model No. Coating/Material Screw Size Length (in.) Drive Type Head Type Thread Type Point Type Compatible Tools Packaging Qty. UPC
DWF114PS Gray Phosphate Coating #6 1 1/4 #2 Phillips Bugle Head Fine Threads Sharp Point Quik Drive® PRO200G2, Quik Drive® PRODW 2500 746056016151
DWF158PS Gray Phosphate Coating #6 1 5/8 #2 Phillips Bugle Head Fine Threads Sharp Point Quik Drive® PRO200G2, Quik Drive® PRODW 2500 746056032649

Product Information Table

Model No. Length (in.) Screw Size Drive Type Head Type Thread Type Point Type Coating/Material Packaging Quantity Compatible Quik Drive® Tools UPC
DWF114PS 1 1/4 #6 #2 Phillips Bugle Head Fine Threads Sharp Point Gray-Phosphate Coating 2500 PRODW, PRO200 746056016151
DWF158PS 1 5/8 #6 #2 Phillips Bugle Head Fine Threads Sharp Point Gray-Phosphate Coating 2500 PRODW, PRO200 746056032649

Load Tables

Nominal Shear Strength (Rn) for Wind and Seismic Loads Shearwalls (Wind and Seismic Loads) Faced with 1/2" Gypsum Board (lb./ft.)

  1. Nominal strength shall be multiplied by the resistance factor (Φ = 0.6 LRFD Seismic, Φ = 0.65 LRFD Wind) to determine design strength or divided by the safety factor (Ω = 2.5 ASD Seismic, Ω = 2.0 ASD Wind) to determine allowable strength.
  2. For gypsum sheathed shearwalls, tabulated values shall be applicable for short-term load duration only (wind or seismic loads).
  3. Gypsum board shall comply with ASTM C1396.
  4. Gypsum board shall be applied horizontal with 33 mil strap blocking of 1 1/2" width. In addition, solid blocking is required between the first two end studs. Alternatively, sheets may be applied vertically or values can be multiplied by 0.35.
  5. Studs and track shall be a minimum thickness of 33 mil.
  6. Table based on Table C2.1-2 AISI S213 Standard North American Standard for Cold-Formed Steel Framing — Lateral Design 2007 Edition with Supplement No. 1 and Commentary.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT