LTHJA26 Truss Hip/Jack Hanger

The LTHJA26 is a lighter-capacity version of the THJA26 and offers the lowest-cost alternative for light hip/jack load applications.

Use all specified fasteners; see General Notes.
Shall be attached to a double girder truss to allow for required minimum nail penetration. See load table notes.
10d x 1 1/2" nails must be installed into bottom of hip members through bottom of hanger seat for table loads.

Uplift loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
Wind (160) is a download rating.
Loads shown are based on a minimum 2-2x6 carrying member. For single 2x carrying members (min. 2x6), use 10dx1 1/2" nails and use 0.67 of the table value.
Tabulated hip and jack allowable loads assume that 75% of the total load is distributed to the hip and 25% to the jack. It is permitted to distribute 65% to 85% of the tabulated total load to the hip, and the remaining percentage of total load to the jack. The combined hip and jack load may not exceed the published Total Load.
Truss chord cross-grain tension may limit allowable loads in accordance with ANSI/TPI 1-2014. 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.
NAILS: 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information.

Part	IAPMO UES ER	ICC-ES ESR	City of Los Angeles	State of Florida
LTHJA26		ESR-2605 ESR-2523		FL10861
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

Part	Orthographic	Perspective
LTHJA26	LTHJA26 Front View DWG DXF LTHJA26 Left View DWG DXF LTHJA26 Right View DWG DXF LTHJA26 Top View DWG DXF	LTHJA26 Installed Perspective View DWG DXF