Simpson Strong Tie H3 Hurricane Tie Rafter Connector

Product Description

The SIMPSON STRONG TIE H3 Hurricane Tie is a galvanized metal connector used to secure rafters to the top plate in wood-frame construction. It provides a mechanical fastening point that resists uplift and lateral forces generated by high winds and severe weather events. The H3 is installed using eight 8D x 1.5 inch nails per tie, delivering a repeatable, code-ready connection in residential and light commercial roof framing. Its galvanized finish provides corrosion resistance for use in standard and moderately exposed environments. Framing contractors and structural carpenters typically install this tie during roof framing or re-roofing work.

The H3 Hurricane Tie is suited for residential and light commercial wood-frame structures where rafter-to-plate connections are required to meet wind uplift design loads. It is commonly specified on projects in hurricane, high-wind, and seismic zones where prescriptive framing details require mechanical connectors at each rafter bearing point. The tie installs on the face of the rafter and the top plate, making it accessible during standard framing sequences without specialized equipment.

Key Features

• Galvanized construction resists corrosion in standard and moderately exposed conditions
• Connects rafter to top plate to resist wind uplift and lateral loads
• Installs with eight 8D x 1.5 inch nails for a consistent, verifiable connection
• Compact profile fits standard dimensional lumber rafter-to-plate bearing points
• Sold in a package quantity of 100 for job-site efficiency

Compatibility

Designed as an OEM-style structural connector for standard dimensional lumber rafter-to-top-plate applications in wood-frame construction.

Installation Notes

Installation is performed by qualified framing contractors or carpenters following applicable building code requirements, including IRC and local wind-uplift provisions. Fasten the tie using the specified 8D x 1.5 inch nails in all designated nail holes to achieve rated load values. Do not substitute nail size or reduce nail count, as doing so will compromise the engineered load rating. Verify connector placement and nail schedule with the project engineer or inspector on permitted work.