CP Crush Plate Bearing Enhancer

CP Crush Plate

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This product is only available in Canada

Product Details

The CP transfers load from the truss or girder to plates for bearing limited conditions. Replaces nail-on scabs or in some cases, an additional ply when needed for bearing.

Material

See table

Finish

Galvanized

Installation

Use all specified fasteners
For Case 1, truss plates must be located a maximum of 1/4" from the underside of the truss chord and a maximum of 1/4" from the edge of the wall plates in accordance with the reinforcing requirements of 7.5.9 TPIC 2014

Design Instructions

Factored resistances are in accordance with CSA O86-14 assuming Qr/Ab and Qr'/Ab' = 812 psi for D.Fir–L and 615 psi for S-P-F. See clauses 6.5.4 and 7.5.9 TPIC 2014 when compression loads are applied to both sides of truss chord members at bearing locations.

Related Links

Catalogue Pages

C-C-CAN2022 (Wood Construction Connectors Canadian Limit States Design), page 260

Related Literature

Wood Construction Connectors – Canadian Limit States Design

A complete product and application catalogue including load tables and installation information for wood-to-wood, wood-to-concrete and wood-to-masonry connectors.

Connecteurs pour constructions en bois — Conception aux états limites canadiens

Un catalogue complet sur les produits et les applications, y compris de l’information sur l’installation et les tableaux de charge pour les connecteurs bois-à-bois, bois-à-béton et bois-à-maçonnerie.

Load Tables

Factored bearing resistances assume wall plate and truss are the same species. For a mixed species system use S-P-F values.
Nails: 10d = 0.148" dia. x 3" long, 10d x 1 1/2" = 0.148" dia. x 1 1/2" long. See other nail sizes and information.

Code Reports & Compliance

Drawings

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