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HTU Face-Mount Truss Hanger

HTU

The HTU face mount truss hangers have nail patterns designed specifically for shallow heel heights, so that full allowable loads (with minimum nailing) apply to heel heights as low as 3 7/8". Minimum and maximum nailing options provide solutions for varying heel heights and end conditions.

Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to 1/2" max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 1/8" per ASTM D1761 and D7147). See technical bulletin Allowable Loads for Hangers with Gaps (T-HANGERGAPS) for more information.

Material

16 gauge

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.
  • See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity.
  • View step-by-step installation instructions in the Installer's Pocket Guide (S-C-INSTALL).

Options

  • HTU may be skewed up to 67 1/2°.
  • See Hanger Options for allowable loads.

Related Literature

Load Tables

Standard Allowable Loads (1/8" Maximum Hanger Gap)

  1. The maximum hanger gap is measured between the joist (or truss) end and the carrying member.
  2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch.
  3. Uplift has been increased for earthquake or wind loading with no further increase allowed; reduce where other loads govern.
  4. Wind (160) is a download rating.
  5. For hanger gaps between 1/8" and 1/2" use the Alternate Allowable Loads.
  6. Truss chord cross-grain tension may limit allowable loads in accordance with ANSI/TPI 1-2007. Simpson Strong-Tie® Connector Selector® software includes the evaluation of cross-grain tension in its hanger allowable loads. For additional information, contact Simpson Strong-Tie.
  7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members, use N10 (10dx1 1/2") nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 100% of the table load.
  8. NAILS: 16d = 0.162" dia. x 3 1/2" long, 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information.

Alternate Installation Table for 2x4 and 2x6 Carrying Member

  1. See table above for dimensions and additional footnotes.
  2. Maximum hanger gap for the alternate installation is 1/2".
  3. Wind (160) is a download rating.
  4. NAILS: 16d = 0.162" dia. x 3 1/2" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long.
    See other nail sizes and information.

Alternate Allowable Loads (1/2" Maximum Hanger Gap)

  1. The maximum hanger gap is measured between the joist (or truss) end and the carrying member.
  2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch.
  3. Uplift has been increased for earthquake or wind loading with no further increase allowed; reduce where other loads govern.
  4. Wind (160) is a download rating.
  5. For hanger gaps between 1/8" and 1/2" use the Alternate Allowable Loads.
  6. Truss chord cross-grain tension may limit allowable loads in accordance with ANSI/TPI 1-2007. Simpson Strong-Tie® Connector Selector® software includes the evaluation of cross-grain tension in its hanger allowable loads. For additional information, contact Simpson Strong-Tie.
  7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members, use N10 (10dx1 1/2") nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 100% of the table load.
  8. NAILS: 16d = 0.162" dia. x 3 1/2" long, 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

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HTUSee specific model numbers for code listings.
HTU210 ESR-2549 ESR-2523 RR25807 FL11169
HTU210-2 ESR-2549 ESR-2523 RR25807 FL11169
HTU26 ESR-2549 ESR-2523 RR25807 FL11169
HTU26-2 ESR-2549 ESR-2523 RR25807 FL11169
HTU28 ESR-2549 ESR-2523 RR25807 FL11169
HTU28-2 ESR-2549 ESR-2523 RR25807 FL11169

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

Drawings

Part Orthographic Perspective
HTUNone None
HTU210
HTU210
DWGDXF
HTU210 front view
DWG DXF
HTU210 left view
DWG DXF
HTU210 right view
DWG DXF
HTU210 top view
DWG DXF
None
HTU210-2
HTU210-2
DWGDXF
HTU210-2 front view
DWG DXF
HTU210-2 left view
DWG DXF
HTU210-2 right view
DWG DXF
HTU210-2 top view
DWG DXF
None
HTU26
HTU26
DWGDXF
HTU26 front view
DWG DXF
HTU26 left view
DWG DXF
HTU26 right view
DWG DXF
HTU26 top view
DWG DXF
None
HTU26-2
HTU26-2
DWGDXF
HTU26-2 front view
DWG DXF
HTU26-2 left view
DWG DXF
HTU26-2 right view
DWG DXF
HTU26-2 top view
DWG DXF
None
HTU28
HTU28
DWGDXF
HTU28 front view
DWG DXF
HTU28 left view
DWG DXF
HTU28 right view
DWG DXF
HTU28 top view
DWG DXF
None
HTU28-2
HTU28-2
DWGDXF
HTU28-2 front view
DWG DXF
HTU28-2 left view
DWG DXF
HTU28-2 right view
DWG DXF
HTU28-2 top view
DWG DXF
None