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LTA Lateral Truss Anchor

LTA

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Hurricane Ties for Masonry

This product's information may differ depending on the category of use. You are currently viewing details related to Hurricane Ties for Masonry. You can also view product information related to the categories of: Lateral Load Transfer - Masonry, Truss-to-Wall Connections, Roof Truss and Rafter Connectors, Ties, and Straps for Cold-Formed Steel Construction

The LTA2 is an embedded truss anchor for grout-filled CMU and concrete walls that develops high loads with shallow embedment. Designed for 2x4 minimum truss chords, the LTA2 resists uplift and lateral loads parallel and perpendicular to the wall with a minimum heel height requirement.

Key Features

  • Simplified design of the embedded portion allows for easy positioning close to rebar
  • Ideal for anchoring trusses running perpendicular or parallel to the wall
  • Embedment line stamped on part simplifies installation and helps avoid installation errors

Material

  • 18 ga. (43 mil)

Finish

  • Galvanized (G90)

Installation

  • Use all specified fasteners; see General Notes.
  • Whether in grouted CMU or concrete, the LTA2 must be embedded to the depth of the embedment line stamped on the part.
  • Attach to grouted concrete block with a minimum one #5 rebar horizontal in the top lintel block.
  • For parallel-to-wall applications, install the LTA2 with flanges facing the center of the wall. Minimum edge distance of 1 1/2" required.

Related Literature

Load Tables

LTA2 Load Capacities: Wood Installation
Model No. Ga. W (in.) L (in.) Fasteners (in.) DF/SP Allowable Loads SPF/HF Allowable Loads
To Rafter / Truss To GFCMU To Concrete Uplift4 Lateral (160) Uplift Lateral (160)
(160) F1 F2 (160) F1 F2
LTA2 Perpendicular-to-Wall Installation 18 (10) 0.148 x 1 1/2 Embed Embed 1180 415 875 990 415 735
LTA2 Parallel-to-Wall Installation 18 (10) 0.148 x 1 1/2 Embed Embed 1180 950 220 990 800 220
  1. Loads have been increased for wind or earthquake loading, with no further increase allowed. Reduce where other loads govern.
  2. Concrete shall have a minimum compressive strength of f'c = 2,500 psi.
  3. Grout-filled CMU (GFCMU) shall have a minimum compressive strength of f'm = 1,500 psi.
  4. LTA2 allowable uplift on SP is 1,350 lb. for perpendicular-to-wall installation and parallel-to-wall installation.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT