VertiClip® Splice

The VertiClip® Splice series is used when connecting a bypass rigid stud to structure while simultaneously attaching another wall stud below, allowing up to 2” vertical deflection of the structure. VertiClip Splice provides a tested, cost-effective alternative for connecting 2 non-axial load bearing studs to structure. VertiClip Splice is engineered for use with 6” studs.

Value

  • Guide holes for connections to structure
  • Acts as a web stiffener
  • Step Bushings are pre-installed in each clip
  • Tested screws are provided
  • Reduces labor expense
  • Extensively tested

Patent # 5,906,080

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Blast & Seismic Design Data

 

Blast & Seismic Design Data


Step Bushing Technology



Step Bushing Technology

Downloads: Download Technical data Tech Sheet | Download drawing file DWG | Download BIM data BIM
  • Application Image
  • Installation
  • Nomenclature/Order Info
  • Allowable Loads
  • Material Composition

1. Attach VertiClip® Splice to structure with approved fasteners
2. Attach rigid stud to clip using required screws.
3. Attach bottom stud to clip with provided screws through step bushings.

pdf icon Printable Installation Instructions

Quantity/Order Information

Designation
Qty/Box
Lbs/Box

Pcs/Skid

Lbs/Skid
VertiClip® Splice  50 67 1600 2144

 


* Clip shown is a left version of VertiClip Splice. Right side versions can be made as a custom part.

 

 

 

 VertiClip Splice Dimensions
 
VertiClip® Splice, Recommended Allowable Load (lbs): F2 & F3
Stud F2 Load Direction F3 Load Direction
Thickness
Mils (ga)
Yield
Strength (ksi)
Qty #12 ScrewsUpper Half (Listed 1st) / Qty #12 Screws Lower Half (Listed 2nd) (lbs) #12 Screws inUpper Half
2 screws / 2 screws 4 screws / 2 screws 4 screws / 3 screws 6 screws / 2 screws 6 screws / 3 screws 2 screws 4 screws 6 screws
33 (20) 33 754 1090 1279 1090 1279 216 431 562
33 (20) 50 1089 1258 1427 1258 1427 313 623 813
43 (18) 33 1122 1274 1427 1274 1427 322 642 837
43 (18) 50 1427 1427 1427 1427 1427 465 928 1209
54 (16) 33 1427 1427 1427 1427 1427 453 903 1177
54 (16) 50 1427 1427 1427 1427 1427 654 1304 1700
68 (14) 50 1427 1427 1427 1427 1427 925 1844 2404
97 (12) 50 1427 1427 1427 1427 1427 976 1944 2432
Maximum Allowable Clip Load 1427 1427 1427 1427 1427 2432 2432 2432
  • Maximum F2 allowable clip capacity = 1427 lbs
  • Maximum F3 allowable clip capacity = 2432 lbs
  • Allowable loads have not been increased for wind, seismic, or other factors.
  • Torsional effects are considered on screw group for F2 & F3 allowable loads. It is assumed that half of the torsional moment is taken by the connection to the structure and half is taken by the connection to the stud.

Load Direction

Splice-Load Direction

ASTM A1003/A1003M Structural Grade 50 (340) Type H, ST50H (ST340H): 50ksi (340MPa) minimum yield strength, 65ksi (450MPa) minimum tensile strength, 68mil minimum thickness (14 gauge, 0.0713” design thickness) with ASTM A653/A653M G90 (Z275) hot dipped galvanized coating.

The attachment of VertiClip to the primary structure may be made with a PAF, screw/bolt anchors or weld and is dependent upon the base material (steel or concrete) and the design configuration.