Veneer Ties

What & Why

What & Why

A wide variety of veneer ties are available from various manufacturers. The purpose of the veneer tie, regardless of design or type, is to transfer loads from the veneer to the backup structure. Veneer ties are designed to resist compressive and tensile loads that arise from lateral loads such as from wind or seismic excitation. Some tie systems are adjustable, to accommodate construction tolerances or permit the veneer to expand and contract independently of the backup structure.

• Anchored Brick Veneer, Wood Frame
• Brick Veneer/Steel Stud Walls
• Thin Brick Veneer
• Wall Ties in Brick Veneer on Wood Framing

Code Requirements

Code Requirements

The Masonry Standards Joint Committee (MSJC) defines code requirements for masonry structures.

• Anchors and Ties for Masonry
• Design of Anchor Bolts Embedded in Concrete Masonry

Installation & Anchorage

Installation & Anchorage

Embed wall tie ends at least ½" in the outer face shell of hollow units. Embed wall ties at least 1 ½" into the mortar bed of solid masonry units or solid-grouted hollow units. Maximum spacing between ties (according to the MSJC code) is 36" horizontally and 24" vertically.

• Adding Brick Veneer to Existing Construction
• Anchor Bolts
• Fasteners
• Wall Ties
• Fasteners for Concrete Masonry Units

Corrosion Protection

Corrosion Protection

MSJC Specification Section 2.4 F lists required corrosion protection for steel joint reinforcement, ties, and anchors. Unless otherwise required, protect carbon steel ties from corrosion by galvanizing or epoxy coating. Specific minimums are outlined in the above referenced section.