StiffClip® HS
Features
- Guide holes for connections to column and JamStud, box header or sill
- Resists vertical and horizontal loads
- Acts as a web stiffener
- Quick installation
- Reduces material (no jack studs or caps required)
- Reduces labor expenses
Order Information
Designation | Qty/Box | Lbs/Box | Qty/Skid | Lbs/Skid |
HS362-250 | 48 | 19 | 2160 | 844 |
HS362-300 | 48 | 20 | 2160 | 921 |
HS362-350 | 48 | 22 | 2160 | 997 |
HS600-250 | 36 | 24 | 1620 | 1063 |
HS600-300 | 36 | 26 | 1620 | 1159 |
HS600-350 | 36 | 28 | 1620 | 1256 |
HS800-250 | 24 | 21 | 1080 | 950 |
HS800-300 | 24 | 23 | 1080 | 1036 |
HS800-350 | 24 | 25 | 1080 | 2610 |
Nomenclature
StiffClip® HS is available for various headers/sills. To specify, multiply header/sill web depth by 100, followed by header/sill flange width multiplied by 100
Example: 6″ web depth and 2 ½” flange width
Designate: StiffClip® HS600-250
Material Composition
Catalogs
For a full list of our product catalogs, specification sections, inspection checklists, and research reports please click here.
StiffClip® HS Downloads
StiffClip® HS Applications
StiffClip® HS with JamStud® header
StiffClip® HS with JamStud® Sill
Installation Instructions
- Attach StiffClip® HS to stud through guide holes with approved fasteners
- Insert Header/Sill
- Attach StiffClip® HS to header/sill through guide holes with approved fasteners.
Allowable Loads
Load Table Notes:
- Design loads are for attachment of StiffClip HS to the jamb. Use minimum (4) #12 screws for the attachment of the clip to the header or sill. Load tables reflect horizontal loads (F2) and vertical loads (F3).
- Design loads consider loads on the clip and #12 screw fasteners to the jamb web.
- Loads listed reflect force in a single direction. When multiple loads react on the connection, it is the responsibility of the designer to check the interaction of forces.
- Up to 1/4″ gap is allowed between the jamb and the end of the header/sill member.
- Allowable loads apply to 250, 300, and 350 flange sizes.
- Allowable loads have not been increased for wind, seismic, or other factors.
- For LRFD strengths contact TSN technical services.