The present subject matter relates to systems, devices, and methods for mounting one or more lightweight architectural masonry units to a building support structure. An elongated track includes a web and opposed edge portions that form a pair of slide channels, the elongated track being configured to be mounted to the building support structure. A connecting member includes a base portion configured to retain the connecting member to the channels but is movable within the channels along the track, and a flange portion is configured to connect to a first lightweight architectural masonry unit of the one or more lightweight architectural masonry units. A fixation member includes a first end configured to connect to the elongated track and a second end configured to connect to the lightweight architectural masonry unit, the fixation member being configured to retain the first lightweight architectural masonry unit in place relative to the elongated track.

A masonry veneer support assembly for mounting masonry veneer to supporting wall structure has a shelf angle, and first and second shelf angle mounting brackets. Each shelf angle mounting bracket has an upwardly extending back that mounts to the supporting wall structure, and a web extending forwardly away from the wall structure. The web has first and second shelf angle mounting seats formed therein. The first shelf angle mounting seat is upwardly spaced from the second shelf angle mounting seat. Hangers in the form of two-part separable brackets are provided to permit masonry veneer to be mounted underneath the shelf angle, thereby concealing it from view.

A masonry veneer support assembly for mounting masonry veneer to supporting wall structure has a shelf angle, and first and second shelf angle mounting brackets. Each shelf angle mounting bracket has an upwardly extending back that mounts to the supporting wall structure, and a web extending forwardly away from the wall structure. The web has first and second shelf angle mounting seats formed therein. The first shelf angle mounting seat is upwardly spaced from the second shelf angle mounting seat. Hangers in the form of two-part separable brackets are provided to permit masonry veneer to be mounted underneath the shelf angle, thereby concealing it from view.

A beam and bolting construction method and an example dwelling (10) according to the method are provided. The method involves preliminary steps of selecting a site and determining a bolt array (19) and selection of dimensions and materials. Actual construction steps include forming a foundation slab (14) having vertical bolts (18) embedded therein in accordance with the bolt array (19). Alternating layers of beams (B), having aligned bolt bores (52) for receiving the bolts, are successively laid down over the bolts (18), with sides meeting at corners (29) with alternating sides encompassing the corner bolt. Once a desired height is achieved, washers (72) and nuts (78) are placed on the bolts and are tightened to desired pressure levels. The dwelling (10) is formed with beams (42) compressed together by threaded bolts (18) in a bolt array (19).

A beam and bolting construction method and an example dwelling (10) according to the method are provided. The method involves preliminary steps of selecting a site and determining a bolt array (19) and selection of dimensions and materials. Actual construction steps include forming a foundation slab (14) having vertical bolts (18) embedded therein in accordance with the bolt array (19). Alternating layers of beams (B), having aligned bolt bores (52) for receiving the bolts, are successively laid down over the bolts (18), with sides meeting at corners (29) with alternating sides encompassing the corner bolt. Once a desired height is achieved, washers (72) and nuts (78) are placed on the bolts and are tightened to desired pressure levels. The dwelling (10) is formed with beams (42) compressed together by threaded bolts (18) in a bolt array (19).

A beam and bolting construction method and an example dwelling (10) according to the method are provided. The method involves preliminary steps of selecting a site and determining a bolt array (19) and selection of dimensions and materials. Actual construction steps include forming a foundation slab (14) having vertical bolts (18) embedded therein in accordance with the bolt array (19). Alternating layers of beams (B), having aligned bolt bores (52) for receiving the bolts, are successively laid down over the bolts (18), with sides meeting at corners (29) with alternating sides encompassing the corner bolt. Once a desired height is achieved, washers (72) and nuts (78) are placed on the bolts and are tightened to desired pressure levels. The dwelling (10) is formed with beams (42) compressed together by threaded bolts (18) in a bolt array (19).

A beam and bolting construction method and an example dwelling (10) according to the method are provided. The method involves preliminary steps of selecting a site and determining a bolt array (19) and selection of dimensions and materials. Actual construction steps include forming a foundation slab (14) having vertical bolts (18) embedded therein in accordance with the bolt array (19). Alternating layers of beams (B), having aligned bolt bores (52) for receiving the bolts, are successively laid down over the bolts (18), with sides meeting at corners (29) with alternating sides encompassing the corner bolt. Once a desired height is achieved, washers (72) and nuts (78) are placed on the bolts and are tightened to desired pressure levels. The dwelling (10) is formed with beams (42) compressed together by threaded bolts (18) in a bolt array (19).

The invention concerns a dry stacking system (1) comprising: bricks (2, 3, 4, 5, 27, 29), with a flat top face (8) and a flat bottom face (9) in which a groove (14, 15) is provided in the length direction; a wall tie (6); and an anchoring clamping element (7) which can be attached to the wall tie (6) and in adjacent grooves (14, 15) of a top-stacked brick (2, 3, 4, 5, 27, 29) and a corresponding under-stacked brick (2, 3, 4, 5);
wherein at least one brick (2, 29) as an anchoring brick (2, 29) has one or more recesses (16) in its top face (8) and/or its bottom face (9) for receiving the wall tie (6) therein, wherein each recess (16) extends from a rear face (10) to beyond the corresponding groove (14). The invention also concerns an anchoring brick (2, 29) for such a dry stacking system (1), a facade (26) erected therewith, and a method for erecting such a facade (26).

A method of fastening a wall panel to a wall, according to one illustrative embodiment, comprises coupling a retaining body to a mounting body mounted on an outer surface of the wall adjacent a side edge of the wall panel. Coupling the retaining body to the mounting body may comprise coupling a first connector on an inner surface of the retaining body to a second connector on the mounting body, and positioning a retainer on the retaining body against a retaining surface on the wall panel to fasten the wall panel to the wall. Kits and wall assemblies according to other illustrative embodiments are also disclosed.

A method of fastening a wall panel to a wall, according to one illustrative embodiment, comprises coupling a retaining body to a mounting body mounted on an outer surface of the wall adjacent a side edge of the wall panel. Coupling the retaining body to the mounting body may comprise coupling a first connector on an inner surface of the retaining body to a second connector on the mounting body, and positioning a retainer on the retaining body against a retaining surface on the wall panel to fasten the wall panel to the wall. Kits and wall assemblies according to other illustrative embodiments are also disclosed.