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SDWF Structural Wood Screw for Floor-to-Floor Connections


Available April 2012

The Simpson Strong-Tie® SDWF structural wood screw is designed to simplify the floor-to-floor connection while providing superior performance over the life of the structure. The unique design of the SDWF allows it to attach the top and bottom walls together from the top, spanning the floor system and providing an easy-to-install connection within the continuous load path of the structure.

A key to the long-term performance of the SDWF lies in the innovative TUW take-up washer that is installed between the screw and the bottom plate of the top floor. As the structure settles due to shrinkage and construction loading, the threaded portion under the head of the screw ratchets up through the tabs of the TUW (which is secured in place). The interlock between the tabs of the take-up washer and the threads under the head of the SDWF prevent the screw from sliding back under load, providing a simple yet reliable means of shrinkage compensation up to 3/4" per story.


Features:

Material: Carbon steel

Finish: SDWF—E-Coat™; TUW—Galvanized

Installation:


top Gallery:
  roll over images below to see larger image
 
SDWF
TUW
Patent pending
Typical SDWF Installation
Typical SDWF Angle Limit Installation


top Load Tables:See code report listings below

Table
  1. Table based on testing conducted in accordance with ICC-ES AC233. Design values presented are based on average ultimate divided by 5.
  2. Allowable loads are shown at a wood load duration factor of CD = 1.0. Loads may be increased for load duration up to CD = 1.6.


Table
  1. Spacing listed based on limits of: single bottom plate bending allowable load, single bottom plate deflection limited to spacing/240 and 1/4" max, screw allowable withdrawal load, and take-up washer allowable load. Screw allowable withdrawal as described in footnote 2.
  2. Spacing listed considers reference allowable withdrawal load with CD = 1.6 and minimum 3" penetration into lower wall double top plates.
  3. Minimum end distance to any top plate splice is 4" for all SDWF fasteners. Minimum edge distance is 1".
  4. One SDWF screw must be installed between 4"-12" from any upper-wall bottom-plate splice.
  5. Stud-to-plate connection to be designed and detailed by designer of record to complete continuous load path. Consider the SDWC screw for stud-to-plate connection..



next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
SDWF No code listing. Please contact us for test data.
SDWF2716-TUW No code listing. Please contact us for test data.
SDWF2720-TUW No code listing. Please contact us for test data.
SDWF2724-TUW No code listing. Please contact us for test data.



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson Strong-Tie® AutoCAD® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
SDWF SDWF Installation: DWG | DXF
SDWF front view: DWG | DXF
SDWF left view: DWG | DXF
SDWF: DWG | DXF
SDWF Installation: DWG | DXF
SDWF2716-TUWNone for this model None for this model
SDWF2720-TUWNone for this model None for this model
SDWF2724-TUWNone for this model None for this model
TUW38 TUW38 back view: DWG | DXF
TUW38 front view: DWG | DXF
TUW38 left view: DWG | DXF
TUW38: DWG | DXF

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