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PSCL/PSCA Panel Sheathing Clips

PSCL/PSCA

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Misc. Connectors

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

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 sheathing manufacturer's installation instructions

Related Literature

Connectors for Cold-Formed Steel Construction
C-CF-2017
A catalog including specifications, load tables and installation illustrations for our cold-formed steel connectors and clips.
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Conectores para construcción de acero moldeado en frío
C-CF-2017SP
Un catálogo que incluye especificaciones, tablas de carga e ilustraciones de instalación para nuestras abrazaderas y conectores de acero moldeado en frío.
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Wood Construction Connectors 2019-2020
C-C-2019
A catalog including new product information as well as any applicable specification and installation instructions for wood-to-wood and wood-to-concrete structural connectors.
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Conectores para la construcción en madera 2017–2018
C-C-2017SP
Información completa de productos, de la aplicación, de las tablas de cargas y de la instalación, para más de 3,000 conectores de madera a madera, madera a concreto y concreto a mampostería.
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
PSCA 1/2 No evaluation report listing.
PSCA 15/32 No evaluation report listing.
PSCA 7/16No evaluation report listing.
PSCL 1/2No evaluation report listing.
PSCL 15/32No evaluation report listing.
PSCL 19/32No evaluation report listing.
PSCL 3/4No evaluation report listing.
PSCL 3/8No evaluation report listing.
PSCL 5/8No evaluation report listing.
PSCL 7/16No evaluation report listing.

Drawings

Part Orthographic Perspective
PSCA 15/32None None
PSCA 7/16None None
PSCL 1/2
PSCL 1/2 Front View
DWG DXF
PSCL 1/2 Left View
DWG DXF
PSCL 1/2 Right View
DWG DXF
PSCL 1/2 Top View
DWG DXF
None
PSCL 1/2-R50None None
PSCL 15/32
PSCL 15/32 Front View
DWG DXF
PSCL 15/32 Left View
DWG DXF
PSCL 15/32 Right View
DWG DXF
PSCL 15/32 Top View
DWG DXF
None
PSCL 15/32-R50None None
PSCL 19/32
PSCL 19/32 Front View
DWG DXF
PSCL 19/32 Left View
DWG DXF
PSCL 19/32 Right View
DWG DXF
PSCL 19/32 Top View
DWG DXF
None
PSCL 19/32-R50None None
PSCL 3/4
PSCL 3/4 Front View
DWG DXF
PSCL 3/4 Left View
DWG DXF
PSCL 3/4 Right View
DWG DXF
PSCL 3/4 Top View
DWG DXF
None
PSCL 3/4-R50None None
PSCL 3/8None None
PSCL 3/8-R50None None
PSCL 5/8
PSCL 5/8 Front View
DWG DXF
PSCL 5/8 Left View
DWG DXF
PSCL 5/8 Right View
DWG DXF
PSCL 5/8 Top View
DWG DXF
None
PSCL 5/8-R50None None
PSCL 7/16
PSCL 7/16 Front View
DWG DXF
PSCL 7/16 Left View
DWG DXF
PSCL 7/16 Right View
DWG DXF
PSCL 7/16 Top View
DWG DXF
None
PSCL 7/16-R250None None
PSCL 7/16-R50None None

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