A system and method for a wall anchor including a washer for use in a cavity wall to connect to a veneer tie that joins an inner wythe and an outer wythe of the cavity wall are disclosed. The washer includes an opening configured to receive a shaft associated with the wall anchor, a washer body first side configured to abut one or more surfaces associated with the inner wythe, a washer body second side, and a washer body side wall. The washer body having at least one receiving element, including at least one receiving element opening configured to receive a portion of the veneer tie.

A wall anchor for use in a cavity space to connect to a veneer tie that joins an inner wythe and an outer wythe of the cavity space. In one embodiment, the wall anchor system for use in a cavity space to connect to a veneer tie that joins an inner wythe and an outer wythe of the cavity space is disclosed. The wall anchor includes a straight elongated shaft with a longitudinal axis. The wall anchor also includes a first receiving space defined by a first curved section and a second receiving space defined by a second curved section that are both in the cavity space upon installation. A first end of the wall anchor fusibly attaches to the single location at an outward facing side of the wire element.

A support assembly supports external veneer such as face-brick. A bracket mounts to a load bearing wall support structure. A shelf angle includes a horizontal leg that defines a surface upon which to mount the veneer. The mounting bracket may be a channel having a seat that includes an outwardly protruding toe, an accommodation for the shelf angle, and an overhanging finger. The back of the shelf angle may have apertures to admit the toes of the mounting bracket. The seat includes an oversized slot having a relief angle to permit the shelf angle web to be rotated angularly during assembly. The mounting bracket has an overhanging arm for engaging the part of a cross-wise running beam, such as an I-beam upper flange. The mounting bracket has an abutment for contacting a lower part of the beam, such as a lower flange of an I-beam. There is a fitting to secure the bracket to the beam.

A support assembly supports external veneer such as face-brick. A bracket mounts to a load bearing wall support structure. A shelf angle includes a horizontal leg that defines a surface upon which to mount the veneer. The mounting bracket may be a channel having a seat that includes an outwardly protruding toe, an accommodation for the shelf angle, and an overhanging finger. The back of the shelf angle may have apertures to admit the toes of the mounting bracket. The seat includes an oversized slot having a relief angle to permit the shelf angle web to be rotated angularly during assembly. The mounting bracket has an overhanging arm for engaging the part of a cross-wise running beam, such as an I-beam upper flange. The mounting bracket has an abutment for contacting a lower part of the beam, such as a lower flange of an I-beam. There is a fitting to secure the bracket to the beam.

A support assembly supports external veneer such as face-brick. A bracket mounts to a load bearing wall support structure. A shelf angle includes a horizontal leg that defines a surface upon which to mount the veneer. The mounting bracket may be a channel having a seat that includes an outwardly protruding toe, an accommodation for the shelf angle, and an overhanging finger. The back of the shelf angle may have apertures to admit the toes of the mounting bracket. The seat includes an oversized slot having a relief angle to permit the shelf angle web to be rotated angularly during assembly. The mounting bracket has an overhanging arm for engaging the part of a cross-wise running beam, such as an I-beam upper flange. The mounting bracket has an abutment for contacting a lower part of the beam, such as a lower flange of an I-beam. There is a fitting to secure the bracket to the beam.

An erection lifting insert for precast insulated panel having an insulating material layer between opposing wythes, the insulating material layer, wythes, and precast insulated panel having respective widths. The erection lifting insert includes an insert body. Opposing elongated engagement arms extend outward from the opposing sides of the insert body and downward past the bottom of the insert body. The opposing engagement arms are provided on each lateral side of the insert body between the midpoint and the side edges.

An anchor for use in joining inner and outer wythes of the wall. The outer wythe is formed from successive courses of masonry units with a mortar-filled bed joint between each two adjacent courses. The anchor comprises an engagement portion configured for disposition in the bed joint and an attachment portion coupled to the engagement portion. The attachment portion is configured to be secured to the inner wythe. The attachment portion defines an elongate slot. A bushing defines an opening sized and shaped to receive a fastener to attach the attachment portion to the inner wythe. The bushing is movably attached to the attachment portion to permit movement of the bushing and attachment portion relative to one another. This permits the engagement portion to move relative to the outer wythe to position the engagement portion in the bed joint when the fastener secures the attachment portion to the inner wythe.

A bridge to construct a multi-stage wall is provided with a clip at each end. One of the clips is sized and shaped to fit snugly onto the wall of a standard concrete masonry unit (CMU), while the other is sized and shaped to fit onto a segmental wall system (SWS) unit. A retaining or stand-alone wall is constructed by laying a row of SWS units and a row of CMUs roughly parallel to each other, with bridges extending between them to fix the units. The hollow spaces in each unit and the space between the rows is filled with gravel, rock or other fill material as each course is laid. Additional courses of SWS units and CMUs are placed on top of the prior courses, with bridges added to each course. This process is repeated until the desired wall height is reached. Various sized and shaped clips and connector brackets are provided to allow spacing of the walls at different distances, with varying blocks. Multiple walls can be constructed in parallel and connected with bridges to provide sufficient retention mass for taller walls.

A bridge to construct a multi-stage wall is provided with a clip at each end. One of the clips is sized and shaped to fit snugly onto the wall of a standard concrete masonry unit (CMU), while the other is sized and shaped to fit onto a segmental wall system (SWS) unit. A retaining or stand-alone wall is constructed by laying a row of SWS units and a row of CMUs roughly parallel to each other, with bridges extending between them to fix the units. The hollow spaces in each unit and the space between the rows is filled with gravel, rock or other fill material as each course is laid. Additional courses of SWS units and CMUs are placed on top of the prior courses, with bridges added to each course. This process is repeated until the desired wall height is reached. Various sized and shaped clips and connector brackets are provided to allow spacing of the walls at different distances, with varying blocks. Multiple walls can be constructed in parallel and connected with bridges to provide sufficient retention mass for taller walls.

A bridge to construct a multi-stage wall is provided with a clip at each end. One of the clips is sized and shaped to fit snugly onto the wall of a standard concrete masonry unit (CMU), while the other is sized and shaped to fit onto a segmental wall system (SWS) unit. A retaining or stand-alone wall is constructed by laying a row of SWS units and a row of CMUs roughly parallel to each other, with bridges extending between them to fix the units. The hollow spaces in each unit and the space between the rows is filled with gravel, rock or other fill material as each course is laid. Additional courses of SWS units and CMUs are placed on top of the prior courses, with bridges added to each course. This process is repeated until the desired wall height is reached. Various sized and shaped clips and connector brackets are provided to allow spacing of the walls at different distances, with varying blocks. Multiple walls can be constructed in parallel and connected with bridges to provide sufficient retention mass for taller walls.