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PSCL/PSCA Panel Sheathing Clips

PSCL/PSCA

Clips and Ties

This product's information may differ depending on the category of use. You are currently viewing details related to Clips and Ties. You can also view product information related to the category: Misc. Connectors for Cold-Formed Steel Construction

Simpson Strong-Tie® panel sheathing clips are used to brace unsupported sheathing edges and provide a 1/8" gap to address shrinkage and expansion of roof sheathing.

Material

  • 20 ga. (33 mil)

Finish

  • Galvanized

Installation

  • Use the same size sheathing clip as the panel thickness
  • Maximum spans may be reduced for low slopes or high uniform loads; refer to manufacturer's installation instructions

Related Literature

Wood Construction Connectors Catalog
C-C-2017
Complete product and application information, as well as load tables and installation information, for more than 3,000 wood-to-wood, wood-to-concrete and wood-to-masonry connectors.
Catalog

Product Information Tables

  1. Span rating and Maximum Roof Sheathing Spans are for reference only, refer to 2015 IBC Table 2304.8 (3) for additional important information.
  2. Maximum roof sheathing span with single PSCA is 28". For spans > 28" use two PSCA's.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
PSCASee specific model numbers for code listings.
PSCA 1/2No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCA 15/32No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCA 7/16No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCLSee specific model numbers for code listings.
PSCL 1/2No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCL 15/32No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCL 19/32No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCL 3/4No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCL 3/8No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCL 5/8No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
PSCL 7/16No load capacity: Products not tested or submitted because they are not load rated and code approval not required.

Drawings

Part Orthographic Perspective
PSCANone None
PSCA 1/2None None
PSCA15/32None None
PSCA7/16None None
PSCLNone None
PSCL1/2
PSCL1/2
DWGDXF
PSCL1/2 front view
DWG DXF
PSCL1/2 left view
DWG DXF
PSCL1/2 right view
DWG DXF
PSCL1/2 top view
DWG DXF
None
PSCL15/32
PSCL15/32
DWGDXF
PSCL15/32 front view
DWG DXF
PSCL15/32 left view
DWG DXF
PSCL15/32 right view
DWG DXF
PSCL15/32 top view
DWG DXF
None
PSCL19/32
PSCL19/32
DWGDXF
PSCL19/32 front view
DWG DXF
PSCL19/32 left view
DWG DXF
PSCL19/32 right view
DWG DXF
PSCL19/32 top view
DWG DXF
None
PSCL3/4
PSCL3/4
DWGDXF
PSCL3/4 front view
DWG DXF
PSCL3/4 left view
DWG DXF
PSCL3/4 right view
DWG DXF
PSCL3/4 top view
DWG DXF
None
PSCL3/8None None
PSCL5/8
PSCL5/8
DWGDXF
PSCL5/8 front view
DWG DXF
PSCL5/8 left view
DWG DXF
PSCL5/8 right view
DWG DXF
PSCL5/8 top view
DWG DXF
None
PSCL7/16
PSCL7/16
DWGDXF
PSCL7/16 front view
DWG DXF
PSCL7/16 left view
DWG DXF
PSCL7/16 right view
DWG DXF
PSCL7/16 top view
DWG DXF
None

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