Product Information

Pinning and Re-Anchoring

Stitch-Tie is a Stainless Steel (Type 304) pinning solution for re-anchoring existing veneers to various sub-strates. The process eliminates that need to tear down and replace existing facades, and preserve the beauty and historical integrity of the existing building. Stitch-Tie pins are installed in pre-drilled holes by use of a dry set tool and a rotary hammer. The percussion action of the drill will create the driving forces necessary for the spiral shaped tie to thread into the building material. Once installed, the helical shape offers an in-plane flexible connector between wythes of material, while maintaining a threaded connection to resist out of plane loading for both tension and compression resistance.
Stitch-Tie does not draw walls together – therefore tension forces between wythes are not present. They are installed in relatively small holes that are easily patched and concealed. Various diameters and lengths are available for numerous applications. Stitch-Tie can also be field trimmed using cutters for optimum length requirements.

Crack Repair

Repair cracked brick veneers by pointing a 4 mm x 40” long Stitch-Tie bar across the distressed section. Bed the bar in Stitch-Tie grout, approximately 1” deep in the 1-1/2” (minimum) cut bed joint, and then finish the process by pointing the last 1/2” with compatible mortar. Space Stitch-Tie bars vertically at 6 course intervals along the length of crack, above and below its ending.

Anchor Spacing

Stitch-Tie anchors are typically installed at one anchor per 2 square feet of veneer area to be retrofitted. It is recommended that you refer to your local building codes and standards for spacing condition requirements of wall ties and anchors for appropriate compliance.

Performance

Each construction site is unique and the appropriate use of this product is the responsibility of the engineers, architects and other professionals who are familiar with the specific requirements of the project. The data reflects results of lab, field and in-house tests and are provided as a guideline for the designer. Site testing is encouraged for verification of load capacity.
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