A fire rated glass flooring system having blast and/or seismic loading resistance, comprising: (a) a plurality of glass flooring units (100a, 100b), each unit comprising a first layer (116) of glass and a second layer (118) of glass, the two layers being positioned one above the other and separated by one or more load transferring means (120a, 120b), wherein the first layer of glass is a structural glass and the second layer of glass is a fire rated glass, and having an upper surface and an edge comprising a load-transferring means of the one or more load transferring means; (b) one or more beams (112), arranged, in use, to support the units, wherein, at a boundary between two adjacent flooring units, the two flooring units are arranged, in use, to be secured to a beam of the one or more beams; and (c) one or more expansion joints (110), each arranged, in use, at the boundary between two adjacent flooring units. Each expansion joint comprises: (i) two clips (200a, 200b), each clip being arranged, in use, to be connected to the load-transferring means in one of the two flooring units; (ii) a resilient seal (202) arranged, in use, to sit between the two clips, the seal extending substantially to the upper surface of the two units; and (iii) a drainage means (204), the drainage means being located substantially below the seal and the two clips, and arranged, in use, to capture and drain away any liquid which passes the seal.

A fire rated glass flooring system having blast and/or seismic loading resistance, comprising: (a) a plurality of glass flooring units (100a, 100b), each unit comprising a first layer (116) of glass and a second layer (118) of glass, the two layers being positioned one above the other and separated by one or more load transferring means (120a, 120b), wherein the first layer of glass is a structural glass and the second layer of glass is a fire rated glass, and having an upper surface and an edge comprising a load-transferring means of the one or more load transferring means; (b) one or more beams (112), arranged, in use, to support the units, wherein, at a boundary between two adjacent flooring units, the two flooring units are arranged, in use, to be secured to a beam of the one or more beams; and (c) one or more expansion joints (110), each arranged, in use, at the boundary between two adjacent flooring units. Each expansion joint comprises: (i) two clips (200a, 200b), each clip being arranged, in use, to be connected to the load-transferring means in one of the two flooring units; (ii) a resilient seal (202) arranged, in use, to sit between the two clips, the seal extending substantially to the upper surface of the two units; and (iii) a drainage means (204), the drainage means being located substantially below the seal and the two clips, and arranged, in use, to capture and drain away any liquid which passes the seal.

One illustrative embodiment of a tile & support structure may be configured to secure the position of a tile in a generally vertical configuration, such as the riser of a step, as a border around a portion of a deck, a building and/or wall façade, ventilated façade, interior or exterior wall covering, or other generally vertical surface. The support structure may be formed with a spine having at least one rail extending outward from a distal end thereof. The spine and rail(s) may be configured to secure one or more tiles, which tiles may be formed with a groove on at least one edge thereof, and wherein one or more rails may be positioned within the groove.

A method and an arrangement for supporting a first floor element at a beam and a beam. The beam is provided with a supporting flange section configured to support the first floor element. The method includes supporting the first floor element on the supporting flange section so that a first space is formed between the first floor element and the beam, providing elongated transverse fittings in the beam, providing transverse reinforcements to extend between the beam and the first floor element. The elongated transverse fitting have a first free end at the first lateral side of the beam, and a first protective element is connected to the first free end of the elongated transverse fitting outside the web section of the beam.

Described is a method and apparatus for constructing light-weight, modular structures using special openC beams as a top and a bottom frame. Each openC beam comprises a vertical web member, a horizontal top flange extending perpendicularly in a first direction from the vertical web member, a horizontal bottom flange extending perpendicularly in the first direction and substantially parallel with the horizontal top flange and a upper vertical tab extending substantially perpendicularly from a distal edge of the horizontal top flange away from the horizontal bottom flange. Vertical posts are installed in one or more cutouts in the horizontal top flange of each openC beam and a planar surface of each of the vertical posts rests against the horizontal top flange for added support.

Described is a method and apparatus for constructing light-weight, modular structures using special openC beams as a top and a bottom frame. Each openC beam comprises a vertical web member, a horizontal top flange extending perpendicularly in a first direction from the vertical web member, a horizontal bottom flange extending perpendicularly in the first direction and substantially parallel with the horizontal top flange and a upper vertical tab extending substantially perpendicularly from a distal edge of the horizontal top flange away from the horizontal bottom flange. Vertical posts are installed in one or more cutouts in the horizontal top flange of each openC beam and a planar surface of each of the vertical posts rests against the horizontal top flange for added support.

Disclosed is an assembly for a flooring support structure of a prefabricated or factory made building, comprising a plate configured to boarder a peripheral edge of the flooring support structure in perpendicular planar configuration to the flooring support structure and a floor joist assembly coupled between an outer structural support beam of the flooring support structure and the plate. The floor joist assembly is configured to position below a wall framing structure supported atop the flooring support structure and to provide an open space below the wall framing structure to enable utility components to be contained within and run down the wall structure and through the open space. The disclosed assembly further allows installation of waterproofing on the exterior of the building structure and enables an exterior finish to terminate above grade level for exterior drainage and superior waterproofing.

Disclosed is an assembly for a flooring support structure of a prefabricated or factory made building, comprising a plate configured to boarder a peripheral edge of the flooring support structure in perpendicular planar configuration to the flooring support structure and a floor joist assembly coupled between an outer structural support beam of the flooring support structure and the plate. The floor joist assembly is configured to position below a wall framing structure supported atop the flooring support structure and to provide an open space below the wall framing structure to enable utility components to be contained within and run down the wall structure and through the open space. The disclosed assembly further allows installation of waterproofing on the exterior of the building structure and enables an exterior finish to terminate above grade level for exterior drainage and superior waterproofing.

A panelized system for structural decking systems. The panelized system has a plurality of joists operatively coupled together through one or more decking panels. In order to aid in resisting rollover (e.g., the joists rotating with respect to the decking panels and/or support members during installation) bracing members may be utilized. A bracing member may be operatively coupled to a joist (e.g., a lower chord of a joist, web, upper chord, or the like) and to the decking panel (e.g., location on the decking between two joists, such as the mid-point of decking between two joists, or the like). In this way, the joists may be supported directly to the decking instead of having to run cross-bracing (e.g., x-shaped, or the like) between each of the joists. Once the panelized system is assembled on the ground, the panelized system may be lifted into place and assembled to a building.

Described is a method and apparatus for constructing light-weight, modular structures using special openC beams as a top and a bottom frame. Each openC beam comprises a vertical web member, a horizontal top flange extending perpendicularly in a first direction from the vertical web member, a horizontal bottom flange extending perpendicularly in the first direction and substantially parallel with the horizontal top flange and a upper vertical tab extending substantially perpendicularly from a distal edge of the horizontal top flange away from the horizontal bottom flange. Vertical posts are installed in one or more cutouts in the horizontal top flange of each openC beam and a planar surface of each of the vertical posts rests against the horizontal top flange for added support.