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Product Application
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VertiClip® SLD connects the interior drywall studs at the head condition
(top of wall) to the deck or primary frame while allowing for a total vertical deflection
of up to 1½” (¾” up and ¾” down). VertiClip’s
unique design provides both an anti-friction and anti-seizure connection between
the clip and the stud web surface thereby preventing a transfer of
vertical forces into drywall partition wall framing, which is not designed to support
axial loads. VertiClip SLD is a component in VertiTrack® VTD, TSN’s
pre-assembled deflection
track Click Here to View. Allowable loads
are based on use of two #8 screws for attachment to stud (provided by TSN).
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An ICC-ES Evaluation Report for VertiClip
SLD600 is available.
Click here to view the report
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A Los Angeles Research Report for VertiClip SLD, SL, SLB, SLS, and SLT Series is
available. Refer to LARR #25631. Click here to
view the report. |
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Material Composition
ASTM A653/A653M, Grade 50 (340), 50ksi (340 MPa) minimum yield strength, 65ksi (450
MPa) minimum tensile strength, G- 60 (Z180) hot-dipped galvanized coating. Material
thickness = 33mil (20 gauge, 0.0346” design thickness).
The attachment of VertiClip to the primary structure may be made with a PAF and
is dependent upon the base material (steel or concrete) and the design configuration.
Note:
- Fasten within ¾” from the angle heel (centerline of the 1½”
leg) to minimize eccentric load transfer.
- Guide holes for attachment to structure are .172” in diameter, and are standard
for SLD362 and SLD600.
- Deflection requirements greater than ¾” (up and down) are available.
VertiClip® SLD series is designed to support horizontal loads and
should not be used in axial-load-bearing wall construction.
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Verticlip SLD Installation
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- Attach 25ga standard leg runner track to deck.
- Attach VertiClip SLD to deck (through track).
- Attach VertiClip through Step Bushings to wall studs with self-drilling screws provided.
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Quality Features
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Load-rated positive mechanical attachment at each stud
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UL classified for all approved dynamic assemblies and finish combinations with 1˝”
deflection and 1-2 hour fire-ratings
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Meets all building code criteria
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Eliminates loose friction-held track assemblies
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Utilizes only mill-certified, 50ksi steel
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Load rated screws provided for each VertiClip
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Step Bushings pre-installed for accurate placement
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Adaptable for multiple configurations
Labor Benefits
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Top of wall bridging or strapping is eliminated
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Top track lightweight for easy handling (not a structural element, may be 25ga standard
leg - Deep-Leg Track is not required)
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Utilize clips for wall layout
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Eliminates temporary screws
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Shaft Wall
VertiClip SLD may be used in shaft wall assemblies to provide a positive attachment
at the top of wall. Sizes include VertiClip SLD150, 250, and 362 for 1.5”, 2.5”,
and 3.625” shaft wall stud depths.

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VertiClip SLD
Nomenclature
VertiClip is designated by type (SLD), followed by stud depth in inches multiplied
by 100.
Example: 6” deep stud.
Designate VertiClip SLD600.
Example Details
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Quantity
/ Order Information
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Designation
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Qty/Box
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Lbs/Box
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Pcs/Skid
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Lbs/Skid
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SLD150
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250
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19
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11250
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855
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SLD250
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250
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28
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11250
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1260
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SLD362/400
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200
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35
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9000
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1575
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SLD600
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100
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28
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4500
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1260
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SLD800
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100
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37
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4500
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1665
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Allowable (Unfactored1) Loads
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VertiClip Series
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Stud Thickness Mils (ga)
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Fy
(yield) Stud
(ksi)
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SLD150 F2 w/ 1 #8 screw (kips)
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SLD250 F2 w/ 2 #8 screws (kips)
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SLD362 / 400 F2 w/ 2 #8 screws (kips)
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SLD600 F2 w/ 2 #8 screws (kips)
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SLD800 F2 w/ 2 #8 screws (kips)
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SLD
(Clip is 20ga,
33mils)
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18 (25)
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33
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0.051
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0.132
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0.132
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0.132
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0.132
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27 (22)
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33
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0.051
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0.159
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0.243
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0.243
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0.243
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33 (20)
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33
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0.051
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0.159
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0.328
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0.328
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0.328
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33 (20)
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50
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0.051
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0.159
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0.359
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0.405
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0.474
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43 (18)
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33
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0.051
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0.159
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0.359
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0.405
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0.489
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43 (18)
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50
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0.051
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0.159
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0.359
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0.405
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0.664
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54 (16)
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33
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0.051
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0.159
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0.359
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0.405
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0.664
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54 (16)
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50
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0.051
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0.159
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0.359
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0.405
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0.664
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Allowable loads have not been increased for wind, seismic, or other factors.
- Two #8 screws are provided with each VertiClip SLD (except SLD150 which has 1 screw).
1 For LRFD Design Strengths refer to ICC-ESR-1903.
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Load Direction

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Oct 2008
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