Simpson Strong-Tie S/H2.5 - Light Gauge Steel Hurricane Tie

Item #: S/H2.5

MSRP: Price: $0.98

Price: with strikethrough $0.98

Retail Price:

Sale Price: Price $0.89

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Item Description
Simpson Strong-Tie S/H2.5 Light Gauge Steel Hurricane Tie
The S/H2.5 and S/H3 are designed to resist seismic and wind forces in cold-formed steel applications. These single-sided hurricane ties form part of a continuous load path for both lateral and uplift loads. The S/H2.5 is made for moderate loads at the rafter/truss, while the S/H3 is made for moderate loads at the rafter/truss-to-top-track connection.
Key Features
- Provide a connection between the rafter or truss and the wall of the structure
- Engineered to resist wind and seismic forces
- Can be used for a variety of connections where one member crosses another
Material
- 43 mil (18 ga.)
Finish
- Galvanized (G90)
Installation
- Use all specified fasteners
- Hurricane ties do not replace solid blocking
- S/H2.5 and S/H3 ties are only shipped in equal quantities of rights and lefts
Specifications
Simpson Strong-Tie S/H2.5 Light Gauge Steel Hurricane Tie
The S/H2.5 and S/H3 are designed to resist seismic and wind forces in cold-formed steel applications. These single-sided hurricane ties form part of a continuous load path for both lateral and uplift loads. The S/H2.5 is made for moderate loads at the rafter/truss, while the S/H3 is made for moderate loads at the rafter/truss-to-top-track connection.
Key Features
- Provide a connection between the rafter or truss and the wall of the structure
- Engineered to resist wind and seismic forces
- Can be used for a variety of connections where one member crosses another
Material
- 43 mil (18 ga.)
Finish
- Galvanized (G90)
Installation
- Use all specified fasteners
- Hurricane ties do not replace solid blocking
- S/H2.5 and S/H3 ties are only shipped in equal quantities of rights and lefts

Simpson Strong-Tie S/H2.5 - Light Gauge Steel Hurricane Tie

Simpson Strong-Tie S/H2.5 - Light Gauge Steel Hurricane Tie

Have a Question? ASK NATE

Have a Question?
ASK NATE