Abstract: A masonry connector for a veneer wall has an outer coupling end for connection to a wall tie secured to the veneer. An inner anchoring end of the connector is secured to the back-up wall. Where the back-up wall is masonry wall, the anchoring portion includes a vertical plate, apertured to be keyed into the mortar between two side-by-side, adjacent blocks of the back-up wall, and a laterally projecting, corrugated flange to be keyed into the mortar between two vertically adjacent blocks. A rearwardly facing edge immediately in front of the anchoring end abuts against the outer face of the masonry wall to ensure the positioning of the connector at the proper depth. A low conductivity section of the connector between the coupling end and the anchoring end has a series of holes through it to minimize the thermal transfer along the connector.

Abstract: A tie assembly is used in a cavity wall having a back-up wall and a brick veneer to secure the brick veneer to the back-up wall. The tie assembly includes a plate that is secured to the back-up wall in a vertical orientation, with an tying portion of the plate projecting towards the brick veneer. A series of tie openings are spaced along the outer edge of the plate to receive a tie bar that projects into the mortar between adjacent brick courses. The tie bar cooperates with the plate to transmit loads oriented in any direction in the plane of the plate between the brick veneer and the back-up wall. This means that shear loadings as well as lateral loads are transmitted between the veneer and the back up wall, so that the two act as a truss structure.