THAR/THAL Skewed Truss Hangers

Face-Mount Hangers for Plated Truss

This product's information may differ depending on the category of use. You are currently viewing details related to Face-Mount Hangers for Plated Truss. You can also view product information related to the category: Top-Flange Hangers for Solid Sawn Lumber

Designed for 4x2 floor trusses and 4x beams, THAR422 and THAL422 have a standard skew of 45°. Straps must be bent for top flange installation. Positive-angle nailing (PAN) helps eliminate splitting of 4x2 truss bottom chords.

Material

• 16 gauge

Finish

• Galvanized

Installation

• Use all specified fasteners; see General Notes
• Straps must be field-formed over the header a minimum of 2 1/2"
• Minimum and maximum nailing configurations available — see load table for nailing requirements

Related Links

• Wood Construction Connectors Technical and Installation Notes
• General Notes

Catalog Pages

• C-C-2017 (Wood Construction Connectors), page 241

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

• 
  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
• 
  Installer's Pocket Guide

  S-C-INSTALL16

  S-C-INSTALL16 is a guide featuring updated products, new color illustrations and easier navigation. Some popular structural fastening and anchoring products have also been added.

  Installation Guide
• 
  Installation Guide for Plated-Truss Connectors (English and Spanish)

  WC-C-PTBI14

  WC-C-PTBI14 is an eight-page English/Spanish wall chart featuring product and installation illustrations for plated-truss connectors.
• Show 1 More
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Load Tables

1. Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
2. Roof loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for load durations according to the code provided they do not exceed those in the roof column.
3. Where the top of the carried member is flush with the top of the carrying member, H_eff is equal to the depth of the carried member. Otherwise, H_eff shall be measured from the top of the bearing seat to the top of the carrying member.
4. NAILS: 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information.

Code Reports