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HSURC/HSULC Heavy Skewed U-Shaped Hanger (Right or Left), Concealed Flanges

HSURC/HSULC

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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 category: Face-Mount Hangers for Solid Sawn Lumber

The HSURC and HSULC are 45°-skewed hangers designed to support 2x and 4x members in wood construction. These heavy U-shaped hangers feature concealed header flanges providing cleaner visible lines in exposed conditions. These are identical except that they are skewed 45° to the right (HSURC) and the left (HSULC), respectively.

Key Features

  • A2 (acute) flange turned in to accommodate end-of-wall installation
  • Encapsulates the top flange of the joist, so no web stiffeners are required for standard installation
  • Features obround nail holes on the acute side, allowing nails to be easily installed parallel to the joist
  • These hangers cannot be modified but will accommodate a 40°- to 50°-skewed joist

Material

  • 14 gauge

Finish

  • Galvanized. Some products available in ZMAX® coating or HDG; see Corrosion Information.

Installation

  • Use all specified fasteners; see General Notes.
  • The joist end may be square cut or bevel cut.
  • Fill all round and obround nail holes with specified fasteners to achieve table loads. Where noted, triangle holes in the joist flange may be filled for additional uplift capacity.

Related Literature

Product Information Table

Fastener Production Information and Stuff & Things
Model No. Skew L/R Ga. W (in.) H (in.) B (in.) Coating/Material Packaging Qty.
HSULC210-2 Left 14 3 1/8 8 11/16 2 7/16 Zinc Galvanized, G90 1
HSULC210-2Z Left 14 3 1/8 8 11/16 2 7/16 ZMAX® 1
HSULC214-2 Left 14 3 1/8 12 11/16 2 7/16 Zinc Galvanized, G90 1
HSULC26-2 Left 14 3 1/8 4 15/16 2 7/16 Zinc Galvanized, G90 1
HSULC410 Left 14 3 9/16 8 1/2 2 7/16 Zinc Galvanized, G90 1
HSULC410Z Left 14 3 9/16 8 1/2 2 7/16 ZMAX® 1
HSULC414 Left 14 3 9/16 12 1/2 2 7/16 Zinc Galvanized, G90 1
HSULC46 Left 14 3 9/16 4 3/4 2 7/16 Zinc Galvanized, G90 1
HSULC46Z Left 14 3 9/16 4 3/4 2 7/16 ZMAX® 1
HSURC210-2 Right 14 3 1/8 8 11/16 2 7/16 Zinc Galvanized, G90 1
HSURC210-2Z Right 14 3 1/8 8 11/16 2 7/16 ZMAX® 1
HSURC214-2 Right 14 3 1/8 12 11/16 2 7/16 Zinc Galvanized, G90 1
HSURC26-2 Right 14 3 1/8 4 15/16 2 7/16 Zinc Galvanized, G90 1
HSURC410 Right 14 3 9/16 8 1/2 2 7/16 Zinc Galvanized, G90 1
HSURC410Z Right 14 3 9/16 8 1/2 2 7/16 ZMAX® 1
HSURC414 Right 14 3 9/16 12 1/2 2 7/16 Zinc Galvanized, G90 1
HSURC46 Right 14 3 9/16 4 3/4 2 7/16 Zinc Galvanized, G90 1
HSURC46Z Right 14 3 9/16 4 3/4 2 7/16 ZMAX® 1

Load Tables

    These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.

    Many of these products are approved for installation with Strong-Drive® SD Connector screws.

Actual Joist Size (in.) Model No. Dimensions (in.) Fasteners (in.) DF/SP Species Header Allowable Loads SPF/HF Species Header Allowable Loads
W H B A1 A2 Face Joist Uplift (160) Floor (100) Snow (115) Roof (125) Uplift (160) Floor (100) Snow (115) Roof
(125)
3 x 9-1/4 to 14 HSUR/LC210-2 3 1/8 8 11/16 2 7/16 1 1/4 2 3/16 (20) 0.162 x 3 1/2 (6) 0.162 x 2 1/2 1,150 2,980 3,360 3,410 990 2,565 2,890 2,935
3 x 14 to 20 HSUR/LC214-2 3 1/8 12 11/16 2 7/16 1 1/4 2 3/16 (26) 0.162 x 3 1/2 (8) 0.162 x 2 1/2 1,490 3,875 4,370 4,680 1,280 3,335 3,760 4,025
3-1/2 x 9-1/4 to 14 HSUR/LC410 3 9/16 8 1/2 2 7/16 1 2 3/16 (20) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,150 2,980 3,360 3,410 990 2,565 2,890 2,935
3-1/2 x 14 to 20 HSUR/LC414 3 9/16 12 1/2 2 7/16 1 2 3/16 (26) 0.162 x 3 1/2 (8) 0.162 x 3 1/2 1,490 3,875 4,370 4,680 1,280 3,335 3,760 4,025
  1. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern.
  2. Triangular nail holes may be filled with 0.148" x 1 1/2" nails for additional uplift (requires web stiffeners).
    • All HSURC/HSULC models have additional holes that, when filled, can resist 795 lb. for DF/SP or 685 lb. for SPF/HF.
  3. When the supported member is an I-joist with flanges less than 1 5/16" thick, the allowable uplift shall not exceed 190 lb. without web stiffeners.
  4. Allowable downloads are based on a joist-bearing capacity of 750 psi.
  5. Fasteners: Nail dimensions in the table are listed diameter by length. For additional information, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors.
Allowable Loads for HSURC and HSULC Model Hangers with SD Screws
Actual Joist Size Model No. Web Stiff Reqd Ga Dimensions Fasteners DF/SP Allowable Loads (lbs) SD Screws SPF/HF Allowable Loads (lbs) SD Screws
W H B A1 A2 Face Joist Uplift (100) Uplift2 (160) Floor (100) Snow (115) Roof (125) Wind (160) Uplift (100) Uplift2 (160) Floor (100) Snow (115) Roof (125) Wind (160)
3 x 9 1/4 -14 HSUR/LC210-2 14 3 1/8 8 11/16 2 7/16 1 1/4 2 3/16 (20) SD9212 (6) SD9212 1195 1195 2145 2145 2145 2145 670 1025 1845 1845 1845 1845
3 x 14 -20 HSUR/LC214-2 14 3 1/8 12 11/16 2 7/16 1 1/4 2 3/16 (26) SD9212 (8) SD9212 1205 1205 2535 2535 2535 2535 895 1035 2180 2180 2180 2180
3 1/2 x 9 1/4 -14 HSUR/LC410 14 3 9/16 8 15/32 2 7/16 1 2 3/16 (20) SD9212 (6) SD9212 1195 1195 2405 2405 2405 2405 670 1025 2065 2065 2065 2065
3 1/2 x 14 -20 HSUR/LC414 14 3 9/16 12 15/32 2 7/16 1 2 3/16 (26) SD9212 (8) SD9212 1205 1205 2535 2535 2535 2535 895 1035 2180 2180 2180 2180
  1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed: reduce where other loads govern.
  2. Triangle nail holes may be filled (requires web stiffeners) with SD9112 screws for additional uplift
    • All HSURC/HSULC models have additional holes, that when filled can resist 715 lbs. for Douglas Fir or Southern Pine or 615 lbs. for SPF/HF.
  3. When the supported member is an I-joist with flanges less than 1 5/16 inches thick, the allowable uplift shall not exceed 155 lbs. without web stiffeners.
  4. Allowable downloads are based on a joist bearing capacity of 750 psi for EWP.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT