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HTU Face Mount Truss Hangers


Installation

View step-by-step installation instructions

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).

Material: 16 gauge

Finish: Galvanized.

Installation:

Options: See Hanger Options for skew options.


top Gallery:
  roll over images below to see larger image
 
HTU26 Typical HTU26 Minimum Nailing Installation
HTU Installation for Standard Allowable Loads (For 1/2" maximum gap, use Alternate Allowable Loads.) Alternate Installation - HTU28 installed on 2x6 carrying member
(HTU210 similar)

top Standard Allowable Loads (1/8" Maximum Hanger Gap):See code report listings below
Table
  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.
top Alternate Installation Table for 2x4 and 2x6 Carrying Member
(see Alternate Installation in Gallery above):
Table
  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.
top Alternate Allowable Loads (1/2" Maximum Hanger Gap):See code report listings below
Table
  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.
next  top Code Reports (PDFs):
Legacy Reports
  IAPMO UES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
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



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 ORTHOGRAPHIC
PERSPECTIVE
HTUNone for this model None for this model
HTU210 HTU210: DWG | DXF
HTU210 front view: DWG | DXF
HTU210 left view: DWG | DXF
HTU210 right view: DWG | DXF
HTU210 top view: DWG | DXF
None for this model
HTU210-2 HTU210-2: DWG | DXF
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 for this model
HTU26 HTU26: DWG | DXF
HTU26 front view: DWG | DXF
HTU26 left view: DWG | DXF
HTU26 right view: DWG | DXF
HTU26 top view: DWG | DXF
None for this model
HTU26-2 HTU26-2: DWG | DXF
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 for this model
HTU28 HTU28: DWG | DXF
HTU28 front view: DWG | DXF
HTU28 left view: DWG | DXF
HTU28 right view: DWG | DXF
HTU28 top view: DWG | DXF
None for this model
HTU28-2 HTU28-2: DWG | DXF
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 for this model

   
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