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H2.5T Hurricane T-Shaped Strap 

H2.5T

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The H2.5T single-sided hurricane tie is designed to resist moderate loads at the rafter/truss-to-top-plate connection. As part of a continuous load path, the H2.5T resists both lateral and uplift loads. H2.5T ties are available in left- and right-hand models and can be installed in pairs.

Key Features

  • The top flange features an arrow line indicator to aid correct installation
  • Use also for a variety of connections where one member crosses another
  • Also used with wood truss 2x4 bottom chords

Material

  • 18 ga.

Finish

  • Galvanized (G90)

Installation

  • Use all specified fasteners; see General Notes.
  • Shipped in equal quantities of right and left versions.
  • Hurricane ties can be installed with flanges facing inward or outward.
  • Hurricane ties do not replace solid blocking.
  • When installing ties on plated trusses (on the side opposite the truss plate) do not fasten through the truss plate from behind. This can force the truss plate off of the truss and compromise truss performance.

Related Literature

Product Information Table

Fastener Production Information and Stuff & Things
Model No. Ga. Coating/Material Packaging Qty.
H2.5T 18 Zinc Galvanized, G90 1

Load Tables

H Seismic and Hurricane Ties Load Table
  1. See Straps and Ties General Notes.
  2. Allowable loads are for one anchor. A minimum rafter thickness of 2 1/2" must be used when framing anchors are used on each side of the joist and on the same side of the plate (exception: connectors installed such that nails on opposite side don't interfere).
  3. Allowable loads in the F1 direction are not intended to replace diaphragm boundary members and do not account for possible cross-grain bending of the truss or rafter members.
  4. When cross-grain bending or cross-grain tension cannot be avoided in the members, mechanical reinforcement to resist such forces shall be considered by the designer.
  5. Hurricane ties are shown installed on the outside of the wall for clarity and assume a minimum overhang of 3 1/2". Installation on the inside of the wall is acceptable. For uplift Continuous Load Path, connections in the same area (i.e., truss-to-plate connector and plate-to-stud connector) must be on same side of the wall.
  6. For simultaneous loads in more than one direction, the connector must be evaluated using either the Unity Equation or the 75% Rule, as described in Straps and Ties General Notes.
  7. Fasteners: Nail dimensions in the table are listed diameter by length. For additional information, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT