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HUC Heavy Concealed-Flange Face-Mount Joist Hanger

HUC

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Face-Mount Hangers for Engineered Wood

This product's information may differ depending on the category of use. You are currently viewing details related to Face-Mount Hangers for Engineered Wood. You can also view product information related to the categories of: Joist Framing Connectors for Cold-Formed Steel Construction, Face-Mount Hangers for Solid Sawn Lumber, Face-Mount Masonry Hangers

The HUC is designed for structures requiring additional strength and safety factors. These face-mount joist hangers have concealed header flanges providing cleaner visible lines in exposed conditions. Some models of this heavy-duty hanger can be special ordered with a skewable seat and a seat that slopes as far as up to 45°.

Key Features

  • Extra optional triangle holes for additional load
  • HUC-series hangers are tested, load rated and code compliant

Material

  • 14 ga. (68 mil)

Finish

  • Galvanized

Installation

  • Use all specified fasteners; see General Notes.
  • Can be installed filling round holes only, or filling round and triangle holes for maximum values.
  • Joists sloped up to 1/4:12 achieve table loads.
  • For installations to masonry or concrete, see HUC in Masonry Hangers.
  • Can be welded to a steel member. Allowable loads are the lesser of the values in the hanger tables or the weld capacity — refer to technical bulletin HU/HUC Welded onto Steel Members (T-C-HUHUC-W).
  • When nailing into carrying member's end grain, the allowable load is adjusted by a factor of 0.67.

Related Literature

Connectors and Fasteners for Mass Timber Construction Catalog
C-C-MASSTIMBER20
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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 con madera 2019–2020
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El catálogo incluye información sobre nuevos productos, así como especificaciones e instrucciones de instalación aplicables para conectores estructurales de madera a madera y de madera a concreto.
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Connectors for Cold-Formed Steel Construction Catalog
C-CF-2020
A catalog for Connectors for Cold-Formed Steel Construction products and solutions.
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High Wind Guide
F-C-HWG20
A comprehensive guide to help Designers select the most appropriate connections for challenging, high-wind regions.
Product Guide
Deck Connection and Fastening Guide
F-DECKCODE20
A guide to recognizing deck deficiencies and building or retrofitting safer, longer-lasting outdoor decks, with 2018 IBC and IRC code-compliant solutions for using the latest connectors and fasteners.
Product Guide
Connectors Installed on SCL Columns
T-C-SCLCLM18
A technical bulletin discussing the structural properties of the two different surface sides of SCL columns.
Technical Bulletin
HU/HUC Welded onto Steel Members
T-C-HUHUC-W18
A technical bulletin including updated load calculations for current steel specifications and AISI safety factors.
Technical Bulletin
Connectors Installed on SCL Columns
T-C-SCLCLMCAN20
A Canadian Limit States technical bulletin addressing typical installations of Simpson Strong-Tie® connectors on SCL columns as well as reduction factors for narrow-face SCL installations.
Technical Bulletin
Face-Mount Hangers over Wood Structural Panel
L-C-FCMNTSHTG19
Face-mount Hangers Installed Over Wood Structural Panel Sheathing.
Engineering Letter

Product Information Tables

Maximum Skew Degree for Skewed HUC Hangers

Maximum Skew Degree for Skewed HUC Hangers
Top View U Hanger Skewed Right
Top View U Hanger Skewed Right < 51° (Square cut)

Load Tables

U/HU/HUC Series Modifications and Associated Load Reduction Factors

U/HU/HUC Series Modifications and Associated Load Reduction Factors
  1. Modified seat is sloped, skewed, or both. If sloped only or skewed only, use a smooth-shank stainless-steel reduction of 0.65.
  2. For hanger applications with both flanges concealed, W must be at least 2 5/16". To order, ask for HUCXXX. For skewed HUC, only flange on acute side is concealed.
  3. Skews over 50° require a square-cut joist.
Reduction Factor Instructions

Allowable Download =
  Seat x Flange x Stainless Steel Nails x Other Fastener Substitutions x (Table Load)
Allowable Uplift =
  0.75 x Face Fastener Type x (Table Load) for skewed or sloped
  1.00 x Face Fastener Type x (Table Load) for non-skewed or non-sloped

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT

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