Branch: 10101 N Portland Road, Portland

Simpson Strong-Tie H1AZ Hurricane Tie, 0.923 in L, 5.28 in W, Steel, Galvanized, Fastening Method: Nail

Category Connectors
7494339
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Simpson Strong-Tie H1AZ Hurricane Tie, 0.923 in L, 5.28 in W, Steel, Galvanized, Fastening Method: Nail

Item Code: 7494339
The H1A provides a connection between the truss or rafter and the wall of the structure that helps resist wind and seismic forces. The H1A is designed for nominal 2X lumber. These U-shaped hurricane ties provide faster installation than using two single-sided ties. The embossments add stiffness in crucial areas for improved performance.
Category Connectors
Manufacturer Simpson Strong-Tie
Minimum quantity 100
The H1A provides a connection between the truss or rafter and the wall of the structure that helps resist wind and seismic forces. The H1A is designed for nominal 2X lumber. These U-shaped hurricane ties provide faster installation than using two single-sided ties. The embossments add stiffness in crucial areas for improved performance.

Specifications

UNSPSC Code

25.257.257

Weight

0.22lb

Height

9in

Width

8in

Length

20.63in

Applicable Material

Wood

Brand

Simpson Strong-Tie

Category

Joist Hangers & Connectors

Color

Clear

Depth

5.28 in

Fastening Method

Nail

Finish

Galvanized

Length

0.923

Material

Steel

Material Gauge

18 ga

Width

5.28

The H1A provides a connection between the truss or rafter and the wall of the structure that helps resist wind and seismic forces. The H1A is designed for nominal 2X lumber. These U-shaped hurricane ties provide faster installation than using two single-sided ties. The embossments add stiffness in crucial areas for improved performance.

Specifications

UNSPSC Code

25.257.257

Weight

0.22lb

Height

9in

Width

8in

Length

20.63in

Applicable Material

Wood

Brand

Simpson Strong-Tie

Category

Joist Hangers & Connectors

Color

Clear

Depth

5.28 in

Fastening Method

Nail

Finish

Galvanized

Length

0.923

Material

Steel

Material Gauge

18 ga

Width

5.28

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