Plated Truss

Embedded Truss Anchor


Reference Series: -- --
The HLPTA75 is designed and tested to provide higher lateral capacity and net uplift. Offers greater pullout resistance and is compatible with bond beam reinforcing.

Patent: U.S. Patent No. 7,254,919
Materials: 18 gauge
Finish: G90 galvanizing
Code Reports: View Code Report Table


  • Use all specified fasteners.
  • Embed in concrete tie beam or masonry bond beam until the seat is resting on the surface.
  • Minimum of one #7 rebar or two #5 rebars through the theoretical shear cone is required.
  • Minimum spacing between anchors is 10″ to achieve full design load capacities on single anchors.
  • When used in a double rebar installation, concrete tie beam stirrup should be sized to accommodate connector leg placement.
  • Designer shall verify connector clearance when using in conjunction with stirrups and two rebar applications.
  • Verify grout is not in contact with truss member. Moisture barrier may be required.

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Code Report Table


3-View Product Drawings

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