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 D-1761 and D-7147).

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.

Options: See Hanger Options for skew options.

The maximum hanger gap is measured between the joist (or truss) end and the carrying member.
Minimum heel heights required for full table loads are based on a minimum 2:12 pitch.
Uplift has been increased 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern.
Wind (160) is a download rating.
For hanger gaps between 1/8" and 1/2" use the Alternate Allowable Loads.
Truss chord cross-grain tension may limit allowable loads. Refer to Technical Bulletins T-ANSITPISPF, T-ANSITPISP and T-ANSITPIDF for allowable loads that consider ANSI/TPI 1-2007 wood member design criteria.
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.
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.

The maximum hanger gap is measured between the joist (or truss) end and the carrying member.
Minimum heel heights required for full table loads are based on a minimum 2:12 pitch.
Uplift has been increased 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern.
Wind (160) is a download rating.
For hanger gaps between 1/8" and 1/2" use the Alternate Allowable Loads.
Truss chord cross-grain tension may limit allowable loads. Refer to Technical Bulletins T-ANSITPISPF, T-ANSITPISP and T-ANSITPIDF for allowable loads that consider ANSI/TPI 1-2007 wood member design criteria.
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.
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.

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
HTU	See specific model numbers for code listings.
HTU210		ESR-2549 / ESR-2523 *		FL11169
HTU210-2		ESR-2549 / ESR-2523 *		FL11169
HTU26		ESR-2549 / ESR-2523 *		FL11169
HTU26-2		ESR-2549 / ESR-2523 *		FL11169
HTU28		ESR-2549 / ESR-2523 *		FL11169
HTU28-2		ESR-2549 / ESR-2523 *		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

Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

	ORTHOGRAPHIC	PERSPECTIVE
HTU	None 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