HUC Heavy Concealed-Flange Face-Mount Joist Hanger
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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
Product Details
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
Product Information Tables
Maximum Skew Degree for Skewed HUC Hangers
Top View U Hanger Skewed Right < 51° (Square cut)
Load Tables
U/HU/HUC Series Modifications and Associated Load Reduction Factors
- Modified seat is sloped, skewed, or both. If sloped only or skewed only, use a smooth-shank stainless-steel reduction of 0.65.
- 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.
- 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
| Part | IAPMO UES ER | ICC-ES ESR | City of Los Angeles | State of Florida |
|---|---|---|---|---|
| HUC410 | ESR-2549 ESR-2552 ESR-2523 | RR25801 RR25807 | FL10531 FL10655 | |
| HUC410-2 | ESR-2552 ESR-2523 | RR25801 | FL10531 | |
| HUC412 | ESR-2549 ESR-2552 ESR-2523 | RR25801 | FL10531 FL10655 | |
| HUC412-2 | ESR-2552 ESR-2523 | RR25801 | FL10531 | |
| HUC414-2 | ESR-2552 ESR-2523 | RR25801 | FL10531 | |
| HUC416 | ESR-2549 ESR-2552 ESR-2523 | RR25801 RR25807 | FL10531 FL10655 | |
| HUC48 | ESR-2549 ESR-2523 | RR25807 | FL10531 FL10655 | |
| HUC5.31/11 | No evaluation report listing. | |||
| HUC5.31/14 | No evaluation report listing. | |||
| HUC5.31/16 | No evaluation report listing. | |||
| HUC5.31/9 | No evaluation report listing. | |||
| HUC610 | ESR-2549 ESR-2552 ESR-2523 | RR25801 RR25807 | FL10531 FL10655 | |
| HUC612 | ESR-2549 ESR-2552 ESR-2523 | RR25801 RR25807 | FL10531 FL10655 | |
| HUC616 | ESR-2549 ESR-2552 ESR-2523 | RR25801 RR25807 | FL10531 FL10655 | |
| HUC68 | ESR-2549 ESR-2523 | RR25807 | FL10531 FL10655 | |
ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction |
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Drawings
| Part | Orthographic | Perspective |
|---|---|---|
| HUC410 | ||
| HUC410-2 | None | |
| HUC412 | ||
| HUC412-2 | None | |
| HUC414-2 | None | |
| HUC416 | None | |
| HUC48 | ||
| HUC5.31/11 | None | |
| HUC5.31/14 | None | |
| HUC5.31/16 | None | |
| HUC5.31/9 | None | |
| HUC610 | ||
| HUC612 | ||
| HUC616 | None | |
| HUC68 |
