SUR/SUL/HSUR/HSUL Skewed 45° Hangers for I-Joist and SCL

The SUR/L1.81, 2.06, 2.1, 2.37, 2.56 and HSUR/L series are 45° skewed hangers designed specifically to ease the installation of single and double I-joists. In addition to featuring positive-angle nailing, these hangers encapsulate the top flange of the I-joist, so no web stiffeners are required for standard installation.

The full range of 45° skewed hangers feature obround nail holes on the acute side allowing nails to be easily installed parallel to the joist. Installation is further simplified with no required bevel cuts.

Material

• SUR and SUL — 16 gauge; HSUR and HSUL — 14 gauge

Finish

• Galvanized. Some products available in ZMAX^® coating. See Corrosion Information.

Installation

• Use all specified fasteners. See General Notes.
• Illustrations show left and right skews SUR/L (SUR = skewed right; SUL = skewed left).
• 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.
• For I-joists with flanges less than 1 5/16", web stiffeners are required for all double joist hangers when using hangers that are 14 gauge and lighter.

Options

• These hangers will accommodate a 40° to 50° skew.
• Available with the A2 flange turned in on (2) 2x and 4x models only (see illustration). For example, specify HSURC410, HSULC410, SURC210-2 or SULC210-2.

Related Links

• Wood Construction Connectors Technical and Installation Notes
• General Notes
• Corrosion Information
• Corrosion-Resistant Products

Catalog Pages

• C-C-2017 (Wood Construction Connectors), pages 198–199

Related Literature

Wood Construction Connectors Catalog

C-C-2017

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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.

   These models are approved for installation with the Strong-Drive® SD Connector screw. See the load values below.

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 10d x 1 1/2" nails for additional uplift.
• SUR/SUL 9- and 11-inch, SUR/SUL1.81 /14 and all HSUR/HSUL models have additional holes, that when filled can resist 795 lb. for Douglas Fir or Southern Pine or 685 lb. for SPF/HF.
• SUR/SUL 14-inch models have (6) additional holes, that when filled can resists 1,190 lb. for DF/SP and 1,025 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. Nails: 16d = 0.162" dia. x 3 1/2" long, 10d x 1 1/2" = 0.148" dia. x 1 1/2" long.
   See other nail sizes and information.

Code Reports