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HETA Heavy Embedded Truss Anchor

HETA

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Roof Truss and Rafter Connectors, Ties, and Straps

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

The HETA provides an engineered method to attach roof trusses securely to concrete and masonry walls. This heavy embedded truss anchor features staggered screw patterns to strengthen uplift resistance and can be used in pairs on single- and multi-ply trusses. The versatile HETA can be installed straight or field-bent around truss or rafter members.

Key Features

  • An indented embedment line ensures accurate embedment depth
  • Load rated for wind and seismic forces

Material

  • 16 gauge

Finish

  • Galvanized. Some products available in ZMAX® coating or stainless steel. See Corrosion Information.

Installation

  • Use all specified fasteners; see General Notes.
  • Embedded 4" into a 6" min. concrete beam or 8" nominal grouted block wall.
  • For mislocated truss anchors greater than 1/8" but less than 1 1/2" from the face of the truss, a shim must be provided. Shim design by Truss Engineer. When gap is greater than 1 1/2", install new anchors.
  • Minimum spacing of single anchors is twice the embedment depth for full load. For closer spacing, see loads for double anchor installation.
  • In double anchor installations, install anchors with spoons facing outward and straps spaced no more than 1/8" wider than the rafter/truss width.
  • Lateral loads are limited to 54 mil (16ga.) CFS members

Related Literature

Connectors for Cold-Formed Steel Construction Catalog
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A catalog including new product information as well as any applicable specification and installation instructions for wood-to-wood and wood-to-concrete structural connectors.
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Conectores para la construcción con madera 2019–2020
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El catálogo incluye información sobre nuevos productos, así como especificaciones e instrucciones de instalación aplicables para conectores estructurales de madera a madera y de madera a concreto.
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Product Information Table

Fastener Production Information and Stuff & Things
Model No. Ga. H (in.) Product Includes Coating/Material Packaging Qty.
HETA12 16 8 - Zinc Galvanized, G90 1
HETA16 16 12 - Zinc Galvanized, G90 1
HETA16/TSS2 HETA – 16; TSS – 22 12 Includes model TSS2 truss seat snap-in Zinc Galvanized, G90 1
HETA20 16 16 - Zinc Galvanized, G90 1
HETA20/TSS2 HETA – 16; TSS – 22 16 Includes model TSS2 truss seat snap-in Zinc Galvanized, G90 1
HETA20SS 16 16 - Stainless Steel 1
HETA20Z 16 16 - ZMAX® 1
HETA24 16 20 - Zinc Galvanized, G90 1
HETA40 16 36 - Zinc Galvanized, G90 1

Load Tables

Single Embedded Anchor Installation

    These products are available with additional corrosion protection. Additional products on this page may also be available with this option. Contact Simpson Strong-Tie for details.

  1. Allowable loads may not be increased for wind or seismic load.
  2. Minimum f'c = 2,500 psi. Minimum f'm = 1,500 psi.
  3. For simultaneous loads in more than one direction, the connector must be evaluated as described in Note d, under General Instructions to the Designer.
  4. It is acceptable to use a reduced number of fasteners provided that there is a reduction in uplift load capacity. Lateral loads do not apply when fewer fasteners are used.
  5. Minimum spacing for multiple anchor installation is two times the embedment depth for full load. See Double Embedded Anchor Installation table below for loads on closer spaced anchors.
  6. Minimum edge distance is 1 1/2" for concrete and 2" masonry.
  7. Lateral loads are limited to 54 mil (16 ga.) CFS members.
  8. See Fastening Systems for more information on Simpson Strong-Tie fasteners.

Double Embedded Anchor Installation

  1. Allowable loads may not be increased for wind or seismic load.
  2. Minimum f'c = 2,500 psi. Minimum f'm = 1,500 psi.
  3. For simultaneous loads in more than one direction, the connector must be evaluated as described in Note d, under General Instructions to the Designer.
  4. Minimum spacing for multiple anchor installation is two times the embedment depth for full load. See Double Embedded Anchor Installation table for loads on closer spaced anchors.
  5. Install with spoons facing outward and straps spaced no more than 1/8" wider than the truss width.
  6. F1 lateral loads listed may cause an additional 1/16" deflection beyond the standard 1/8" limit where the straps are installed not wrapped over the heel as shown.
  7. Lateral loads are limited to 54 mil (16 ga.) CFS members.
  8. See Fastening Systems for more information on Simpson Strong-Tie fasteners.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT

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