Abstract: A system for supporting the structure of a spa may include vertical supports, channel brackets that mate with vertical supports, and exterior brackets that mate with the channel brackets to hold spa exterior panels in place. The vertical supports may be formed of a first portion and a second portion, the first portion and second portion formed of contiguous hexagons having one open side. The first portion may be open on a first side, with the second portion open on a second side. The open sides of the hexagons may create a space or pocket to allow for additional structures, such as brackets, to mate with the hexagons of the vertical support. A channel bracket may include a hexagonal boss to mate with a vertical support, as well as a channel for receiving a projection of an exterior bracket to hold a spa side panel in place.

Abstract: A drywall kit is provided including a wall frame, a drywall section, and a cabinet. The wall frame includes a top plate, a bottom plate, and a plurality of vertical studs. A first vertical stud includes a first hole and a first bolt screwed into the first hole. A second vertical stud includes a second hole and a second bolt screwed into the second hole. The drywall section includes a third hole which aligns with the first hole and a fourth hole which aligns with the second hole. The cabinet includes a back panel. The back panel includes a fifth hole which aligns with the first hole and a sixth hole which aligns with the second hole. The cabinet and the drywall section are secured to the wall frame via the first bolt and the second bolt. A method of installation is also provided.

Abstract: A modular wall gravitational assembly system may include a rail, a frame, a first stilt, and a second stilt. A top rail may be coupled to a hanging structure, such as ceiling, and may have a plurality of rail sockets. Each stilt may comprise a head, for coupling the stilt to a rail socket, and a foot, for coupling the stilt to a floor surface. A first stilt may have an active receiver that may include a first easement region and a first active rest. A second stilt may have a first passive receiver that may have a first passive rest. A frame may have a first pin and a second pin, and the frame may be supported by the first stilt and by the second stilt by placing the first pin in the first active rest and by placing the second pin in the first passive rest.

Abstract: A shelter includes a floor portion, at least one wall portion having a top wail portion, a bottom wall portion, or both, and a roof portion. Each portion includes at least two panels which are detachably interconnected using female and male bracket elements configured for receiving the panels and including cooperating means actuated by longitudinal movement for preventing separation of the female and male bracket elements and interconnecting the panels.

Abstract: A screen enclosure frame can include a post rail having a post rail body with front, rear, right, and left sides defining a post rail cavity, a first flange extending from and perpendicularly to the right side and having a first spline groove, a second flange extending from and perpendicularly to the left side and having a second spline groove. Optionally, a frame can further include a rear bracket for securing the post rail to a floor, and optionally, can further include at least one side bracket for further securing the post rail to a floor. Also optionally, a frame can further include a track rail having a track rail body with proximate, distal, and upper sides, an upper flange extending perpendicularly from the upper side and having an upper spline groove, and a lower flange extending perpendicularly from the upper side. The upper and lower flanges can be coplanar.

Abstract: An example pre-assembled wall panel may include a panel frame which includes a plurality of studs connected to opposing end members, first and second wall boards connected to opposite first and second sides of the panel frame, a plurality of spacers attached to at least one of the first and second wall boards and configured to support a finish panel in a spaced relation from the at least one of the first and second wall boards; and a pipe disposed between the first and second wall boards and extending between the opposing end members, wherein the pipe includes a pipe diverter, and wherein a free end of the pipe diverter passes through an opening in the first wall board or the second wall board.

Abstract: An assembly for supporting a member in a vessel comprises a clip comprising an arm with a first end attached to a panel and a second end opposed to the panel. The panel is secured in the vessel. The assembly also comprises a plate slidably disposed between the second end of the arm and the panel. The subject matter also pertains to the clip itself and the method of use.

Abstract: A securing clip for installation of flooring elements on a supporting element having a guiding groove for engagement with the securing clip, the securing clip having a cross section of a double-flange T type with an upper flange, a web and a lower flange, the upper flange being adapted to be engaged on its both sides with neighboring flooring elements, wherein the upper flange (2, 2?) comprises at least two parts (2a, 2b; 2a?, 2b?) located on the opposite sides of the web (3, 3?) and the lower flange (4, 4?) comprises lips (5, 5?) extending beyond each end the web (3, 3?) in the direction along the web (5, 5?), the lips (5, 5?) being adapted to be blocked in the guiding groove (6), and in that at least the upper flange (2, 2?) is made of elastic material. A system for installation of flooring elements, the system comprising at least one securing clip (1, 1?) according to the invention and at least one supporting element (7).

Abstract: A shoring end section assembly is described which may allow increased strength, increased longevity, and ease of use. The end section assembly may be comprised of a through-wall tube that is substantially hollow, and a connection assembly comprised of one or more through-wall tubular coupling assemblies. Each through-wall tubular coupling assembly may be comprised of a hollow through-wall tubular coupling which extends through the through-wall tube, a spreader stop disposed inside the hollow through-wall tubular coupling, a through-wall collar disposed between the hollow through-wall tubular coupling and the through-wall tube, a tubular coupling pin washer plate, and a tubular coupling collar disposed around the proximal end of the tubular coupling. Each through-wall tubular coupling assembly may have a transverse rigidifying member extending between them, and a notched angle brace assembly may be attached to the lowest through-wall tubular coupling assembly.

Abstract: A low-emittance material having improved energy efficiency protection against air infiltration and moisture build-up in buildings is disclosed. The aforementioned low-emittance material utilizes existing framing openings or without increasing the wall profile of a building. The present invention provides a low-emittance material which may be implemented on traditional 2×4 framing having R-15 mass insulation material within existing or newly constructed framing cavities. The material of the present invention also meets requirements for serving as a water resistive barrier as defined by ICC AC38.

Abstract: A steel plate structure and a steel plate concrete wall are disclosed. A steel plate structure, which includes: a pair of steel plates, which are separated to provide a predetermined space; a structural member, which is positioned in the predetermined space, and which is structurally rigidly joined to one side of the steel plate in the direction of gravity; and a strut, which maintains a separation distance between the pair of steel plates, can be utilized to reduce the overall thickness of a steel plate concrete wall for efficient use of space, and to reduce the thickness of the steel plates for better welding properties and larger unit module sizes. Also, the axial forces or lateral forces applied on the steel plate concrete wall may be effectively resisted.

Abstract: Embodiments of the invention comprises a truss assembly and a method for assembling the truss assembly. The truss assembly includes V-shaped longitudinal supports forming corners of an elongated truss located at each angle of a polygonal axial cross-section. Open webs are fixedly attached between each adjacent V-shaped longitudinal supports extending the length of the elongated truss. The open webs have a plurality of bends in a same plane, and the plurality of bends are welded to a portion of the inner surface of adjacent V-shaped longitudinal members without having to place jigs or bracing to form the open web or to secure the open web to the two V-shaped longitudinal members. The elongated support truss may have a triangular cross-section, a rectangular cross-section, a square cross-section, a pentagonal cross-section, or the like.

Abstract: A building wall panel has an outer skin, an inner skin and a foam insulated material sandwiched between the inner and outer skin. The panel defines a pair of edges between the front and back sides of the panel. A rail is positioned in the foam insulating material adjacent the outer skin near one of the edges. The rail enables securement of a façade to the panel.

Abstract: Disclosed is a center reinforcement structure of a panoramic sunroof that is coupled in a vehicle width direction between a front glass and a rear glass disposed at a ceiling of a vehicle. The center reinforcement structure may include a frame which is disposed in the vehicle width direction, and has one end that is tightly attached and fixedly coupled to a lower portion of the rear glass, and a first center reinforcement which is coupled to a lower portion of the frame, and has a first closed cross-sectional portion that is formed at one side of the first center reinforcement by sequentially bending a first plate to provide a first closed space, and a first joint portion that is formed at the other side of the first center reinforcement by overlapping both ends of the first plate substantially in parallel so that both ends of the first plate are in surface contact with each other.

Abstract: A method of attaching a cabinet assembly to a spa. The method includes providing a frame that has a channel that forms a perimeter. A spa is placed on the frame such that a flange or lip of the spa extends past the perimeter created by the channel. A plurality of slats are then secured between the flange of the spa and the channel of the frame in order to form a cabinet around the spa. The spa having a pan and a toe kick secured adjacent its bottom end.

Abstract: A connection between standard metal studs with a separate backing connector is provided. The backing connector has a planar backing web with lateral longitudinal flanges that receives the lip flange of a first wall stud and a projecting tab that interfaces with the side member of the first wall stud. The backing connector also has members that interface with and attach to selected portions of the surfaces of the second wall stud without engaging the lip flange of the second wall stud. The backing connector is adjustable in length.

Abstract: A fire-rated angle piece and wall assemblies or other assemblies that incorporate the fire-rated angle piece, in which the angle piece can include an intumescent or other fire-resistant material strip. The angle can be attached adjacent to a corner of a framing member, such as metal tracks, headers, header tracks, sill plates, bottom tracks, metal studs, wood studs or wall partitions, and placed between the framing member and a wall board member at a perimeter of a wall assembly to create a fire block arrangement. A fire spray material can be applied over a portion of the angle piece.

Abstract: A free-standing wall includes an internal frame, a pair of wall panel assemblies supported on each side of the internal frame by cleats and a top plate. The internal frame includes opposing sides that define a thickness. Each of the pair of wall panel assemblies includes a panel having an interior surface and a width. The top plate includes a width that is at least as great as a combined dimension of the thickness of the internal frame and the widths of each panel. The top plate is coupled to a top of the internal frame to secure the pair of wall panel assemblies to the internal frame.

Abstract: A structural framing member comprises a web flanked by a pair of flanges. The flanges may extend generally perpendicularly from the side edges of the web. In some embodiments, the web may comprise a plurality of evenly-spaced embossments positioned along the centerline of the web. The embossments may be diamond shaped. The web may further comprise one or more longitudinally extending offsets that extend along the length of the web. Each flange may comprise a plurality of evenly-spaced longitudinally extending stiffeners. The longitudinally extending stiffeners may be spaced approximately ?? (0.953 cm) apart from each other. In some embodiments, each flange may further comprise a free end, which is bent inwardly to form a return lip along the length of the flange. The return lip may extend generally perpendicularly from the flange and generally parallel to the web. The structural framing member may comprise a stud, track member, or other framing member.

Abstract: Disclosed herein is an elongated C-shaped backing stud having a plurality of receiving notches positioned along its outer flanges. The backing stud is fastened to the studs of a sheet metal wall assembly by means of a plurality of fasteners, and such that the plurality of studs of the wall assembly abuts a planar web portion of the backing stud. The backing stud may be characterized in that (i) the ratio of the width of the web portion to the width of the backing stud flanges ranges from about 8 to 16, (ii) the ratio of the width of the backing stud flanges to width of the outer returns is at least about one, and (iii) the ratio of the width of the plurality of studs to the width of the outer returns ranges from about 6 to 8. The backing stud is configured to support wall hung grab bars, hand rails, cabinets, shelves, and the like.

Abstract: A structural wall panel includes an elongated shared structural framing member and one or more elongated intermediate structural framing members. An elongated top track is connected to a top end of each of the framing members. An inner sheet of suitable sheet material is secured to the framing members so as to form an inner face of the structural wall panel, while an outer sheet of suitable sheet material is secured to the framing members so as to form an outer face of the structural wall panel opposite the inner face. The elongated top track and inner and outer sheets are aligned on the framing members so as to form a male receiver at one lateral side of the panel and a female receiving structure along the opposite lateral side of the panel.

Abstract: A foam wall structure includes a frame, at least one primary support member, a slab of polyiso board and a foam layer. The frame can include: a first member, a second member spaced apart from the first member, and two side members extending between the first and second members. The frame defining a front frame surface and an opposite rear frame surface. The at least one primary support member can be positioned between the two side members and extend between the first and second member. The primary support member defines a front support surface and an opposite rear support surface. The slab of polyiso board may be attached to the front frame surface. The foam layer can be received within at least a portion of the frame and overlies the front surface of the primary support member. A method of making a foam wall structure and a pre-fabricated wall is also disclosed.

Abstract: A fire-rated receiver channel includes at least one intumescent or other fire-resistant material strip. The receiver channel can nest with a framing member, such as metal tracks, headers, header tracks, sill plates, bottom tracks, metal studs, wood studs or wall partitions, and placed at a perimeter of a wall assembly to create a fire block arrangement. In other arrangements, a track assembly includes two nested tracks, an inner track and outer track. The assembly is designed so that the outside width of the outer track is equal to or less than the outside width of the inner track to present a substantially flush external surface for attachment of exterior sheathing elements when the assembly is used in an external wall.

Abstract: A deck for positioning adjacent a structure may include a foundation configured for positioning relatively proximate to the structure, a frame extending from the foundation, and a deck system arranged about and supported by the frame, wherein the deck is adapted for positioning adjacent the structure and for cantilevering away from the structure.

Abstract: A partition includes at least two stands (1) spaced apart from each other, wherein each of the stands (1) includes a first panel (11), a second panel (12) corresponding to the first panel (11) and a lateral plate (13) connecting the first panel (11) and the second panel (12); at least one inner plate (3), wherein two sides of the inner plate (3) are respectively fixed to and between the two stands (1); and two outer plates (4, 5) respectively fixed to and between the first panel (11) of each stand (1) and the second panel (12) of each stand (1), wherein the two outer plates (4, 5) and the inner plate (3) form two spaces (6, 7) respectively. The inner plate 3 separates the two spaces (6, 7), so the partition is capable of performing better sound insulation effects and is more convenient to be assembled.

Abstract: Prior art rolled T-beams used in horizontal grids in suspended ceilings, serve as vertical studs in a grid that supports wallboard in a liner for a structural wall. A horizontal strut extends along, and is connected to, the studs, to unite the studs and the strut to form the vertical grid. The grid is braced from the structural wall.

Abstract: Inconsistencies in walls or ceilings are formed when the walls and/or ceiling are out of level or square. This device compensates for the inconsistencies in walls and ceilings by providing a level and/or square surface to which wallboard or backer board may be attached.

Abstract: A waffle slab interlocking wall, including slab columns, slab beams, and interlocking building blocks. At least one interlocking building block is embedded in a space enclosed by at least one slab column and at least two slab beams or by at least two slab columns and at least one slab beam. The interlocking building block includes an external faceplate and an internal faceplate which are spliced by a connecting piece.

Abstract: Building components having a reduced thermal bridge relative to traditional building components. In embodiments, a beam comprises at least two flanges and a web connecting the flanges and maintaining the flanges in a roughly parallel configuration to each other. In embodiments, the web comprises multiple web pieces having reduced cross sections. In alternative embodiments, the web comprises a single continuous web piece with a reduced cross section. In alternative embodiments, the web comprises one or more foam or honeycomb pieces.

Abstract: A structural reinforcing panel system for reinforcing a structure against lateral or shear and uplift loads. The system includes a structural reinforcing panel which is installed between the studs in a wall of the structure. The panel is connected to the foundation of the structure and the sill or header. Two or more panels may be connected together at a corner, within a wall, ceiling or floor. The roof rafters of the structure may be attached to a top plate bracket mounted to the sill plate, which may also be connected to one or more structural reinforcing panels, provides uplift load support for the structure. Movable reinforcing panels may be used to barricade openings in the building structure such as windows. For structures built on piers, a pier mount bracket provides a linkage to one or more structural reinforcing panels.

Abstract: An insulation roof or floor panel for construction of a composite insulated concrete roof or floor includes two elongated studs, each having a web section and upper and lower flanges, a plurality of deformation resistant elements protruding from the upper flange of the studs and spaced apart along the upper flange of each stud, and an insulation board secured between the two elongated studs. The insulation board has a thickness less than the width of the web section of the studs, with the lower surface of the insulation board against the upper flanges of the studs, thereby establishing a distance between the upper surface of the insulation board and the upper flanges of the studs. Further provided are a composite insulated concrete roof or floor system with enhanced resistance to deformation, constructed using the insulation roof or floor panel, and the method of construction.

Abstract: Articles of manufacture and a method of how to utilize the same in order to create a radiation shielding barrier wall assembly. A metal stud and a metal support bar and a metal restraining bar and a prefabricated radiation shielding lead panel whereby the assembly of these components in the manner as directed and in conjunction with commercially available preexisting metal stud components will result in all radiation shielding lead panels overlapping at all interior field joints, and will result in no punctures or damage in any way to the radiation shielding lead created by the attachment method, creating a radiation shielding leak-proof metal stud system.

Abstract: A light steel structural stud includes a web portion, a pair of flanges and a pair of flange lips. The web portion has a web face and sides. The pair of flange portions each extend generally orthogonally from each side of the web portion. Each flange portion is in a plane that is generally parallel to the plane of the other flange portion. Each of the flange portions has a flange face. The pair of flange lips each extend generally orthogonally from each of the flange portions and are generally parallel to the web portion. Each flange lip has a double thickness and at least a portion of each flange portion has a double thickness.

Abstract: A construction method is disclosed. The method includes providing a bottom support between a plurality of structural members and using the bottom support to support a structural material in a plastic state. The method also includes using the bottom support to support the structural material as it hardens from a plastic state into a hardened state. The structural material remains attached to the bottom support after the structural material hardens. The bottom support is transparent or translucent.

Abstract: The invention relates to a thin-walled, cold-formed profile element, in particular a structural profile, for example a drywall construction, facade, plaster, screed, tile or cable carrier profile or a shelf or drain rail. The profile element has an elongated profile body, in particular metallic or consisting of plastic, in which a multiplicity of openings is formed. The profile body comprises at least two separately constructed longitudinal sections, each longitudinal section comprising a serpentine longitudinal edge. The longitudinal sections each comprise an elongated section and a plurality of connecting sections projecting laterally beyond the elongated section, which are bordered by the serpentine longitudinal edge. The connecting sections of the one longitudinal section face the connecting sections of the other longitudinal section and are in each case welded to the latter edge to edge or joined to one another along curved abutting edges.

Abstract: The present invention concerns a sectional rail system which is constructed with the known outer rails with U-shaped cross-section and intermediate rails with C-shaped cross-section, and which is peculiar in that each of the retention means of the outer rail includes at least one stop pin which is disposed close to the inner side of the screw web of an outer rail, preferably two stop pins disposed opposite each other close to the inner side of the screw webs of the outer rail, where each stop pin furthermore is provided with a support flange for supporting an end part of the reinforcement web of the intermediate rail. The fastening means of the outer rail may thus include one, two or more stop pins, and one or more resilient lock pins. Hereby may be achieved provision of a tool-free assembly method for the sectional rail system and that by screwing on plate covering close to the edge part of the intermediate rail, it is avoided that the screw web and the associated reinforcement web “capsize”.

Abstract: A building structure includes a framework of: (a) metal studs having walls that define an interior channel; (b) a cellular backing material extending lengthwise within the interior channel of at least a portion of the metal studs; (c) a thermally insulating layer extending over multiple metal studs; (d) fasteners extending through the thermally insulating layer, through a wall of a metal stud and into the cellular backing material within the interior channel of the metal stud; and (e) a cladding attached to the framework of metal studs by means of the fasteners.

Abstract: A high performance wall assembly receives an exterior covering of a building. The high performance wall assembly includes a frame assembly having a top member, a bottom member opposite the top member, and a plurality of vertical members. The vertical members are coupled to and extend between the top and bottom members. The high performance wall assembly also includes a rigid foam insulating panel coupled to the frame assembly. A structural foam layer is disposed on the plurality of vertical members and on the rigid foam insulating panel. The structural foam layer couples the rigid foam insulating panel to the frame assembly and couples the plurality of vertical members to the top and bottom members such that the high performance wall is free of fasteners.

Abstract: An air seal assembly is provided. The air seal assembly includes a plurality of segments configured to form a cavity. The cavity is configured to engage an edge of a construction material. A gasket material is applied to an exterior surface of one of the segments. In an installed position, the air seal assembly is configured to substantially seal gaps formed between the construction material and other materials forming a wall.

Abstract: Disclosed herein is an elongated C-shaped backing stud having a plurality of receiving notches positioned along its outer flanges. The backing stud is fastened to the studs of a sheet metal wall assembly by means of a plurality of fasteners, and such that the plurality of studs of the wall assembly abuts a planar web portion of the backing stud. The backing stud may be characterized in that (i) the ratio of the width of the web portion to the width of the backing stud flanges ranges from about 8 to 16, (ii) the ratio of the width of the backing stud flanges to width of the outer returns is at least about one, and (iii) the ratio of the width of the plurality of studs to the width of the outer returns ranges from about 6 to 8. The backing stud is configured to support wall hung grab bars, hand rails, cabinets, shelves, and the like.

Abstract: A method of producing a light steel structural member includes the steps of: forming surface treatment in a piece of sheet material; forming a plurality of embosses in the sheet material; and shaping the sheet material into a predetermined shape to form a light steel structural member. A light steel structural member includes a web portion, and a pair of flange portions. The web portion has a web face. The pair of flange portions each extend generally orthogonally from each side of the web portion. Each flange portion is in a plane that is generally parallel to the plane of the other flange portion. Each of the flange portions has a flange face. At least one of the web face and the flange face has a plurality of embosses formed therein; and at least one of the web face and the flange face has a surface treatment formed therein.

Abstract: The present disclosure relates to a wall structure of a building, including a first plate-shaped support body made of a solid foam material, the surface of which to be directed toward the inside of the building adjoins an insulation layer, a first wavelike metal wire grille, which is foamed at least partially into a surface of the first support body to be directed toward the outside of the building, and first fastening elements, which penetrate both the first metal wire grille and the first support body in order to fasten support elements, between which the insulation layer is accommodated.

Abstract: A modular sub-flooring system for supporting an overlayment above a ground surface includes a plurality of sub-floor tiles situated about a ground surface, with each sub-floor tile having a substantially-flat top surface that is adapted to receive and support an overlayment, and a connection interface with opposing engagement surfaces. The sub-flooring system also includes a plurality of removable bridge connectors, with each of the bridge connectors having a plurality of tile interfaces, and with each tile interface having complimentary engagement surfaces configured to engage with the opposing engagement surfaces of the connection interfaces. The tile interfaces of the bridge connectors couple to the respective connection interfaces of any adjacent sub-floor tiles to restrain the relative vertical movement between the adjacent sub-floor tiles while facilitating controlled relative lateral movement between the sub-floor tiles.

Abstract: A purlin brace system for roof decks which can be used to provide additional lateral support to roofs is set forth. The system includes a plurality of purlins, each purlin including a central support and a bottom flange. The plurality of purlins are oriented to form a parallel array of purlins such that voids exist between the purlins in the parallel array. The bottom flanges of the purlins define a lower plane. The system further includes at least one brace oriented transverse to the plurality of purlins. The at least one brace has a span member transverse to a purlin axis. The at least one brace is attached to a vertical plate which is cantilevered such that the vertical plate extends away from the span member and along the central support to resist rotational movement of a corresponding purlin.

Abstract: A system for revitalizing an existing structure and a method of using the system are disclosed. The system includes an insulating panel that has a body and reinforcing metal strips. The system also includes at least one fastening strap coupled to the insulating panel, the fastening strap has at least one recess having a hole. The system also has at least one fastening device that passes through the hole in the recess of the fastening strap and secures the at least one fastening strap and the insulating panel to the existing structure. The recesses of the fastening strap are positioned so that the fastening devices engage the body of the insulating panel.

Abstract: A system or kit of wood and plastic component materials is provided which can readily be assembled to form a structure. The components are precut so that measurement and cutting of the component materials is eliminated. The components are readily assembled using conventional fasteners. Components have precut notches in order to facilitate the assembly of the components without the requirement for measurements. This assures that the components will be assembled correctly and eliminates the opportunity for inaccurate measurements. The roof is formed from plastic panels secured to wooden trusses. The floor is formed from plastic panels secured to the wood framing of the walls. The plastic roof panels and plastic floor panels are designed to be secured to each other and to the wood frames to assure heavy duty interlocking construction of the components.

Abstract: A building panel includes a polymeric block, one or more framing studs and one or more framing studs at least partially embedded in or to the polymeric block. The block includes a panel interior surface and a panel exterior surface. The panel interior surface of the polymeric block is offset from at least one of the one or more framing studs. The panel interior surface of the polymeric block includes one or more slots that can receive framing studs.

Abstract: A sliding and locking energy-efficient wall assembly includes a plurality of: parallel spaced apart foam posts, foam panels, framing/spacing members, and finishing wall panels. The foam posts are vertically disposed on a foundation wall, and have ends dimensioned to contact and adhere to the surface of the wall, an inside end opposite the planar end, and two opposing side flanged ends. Grooves on the foam panels are dimensioned to receive the side flanged ends of the foam posts. The framing/spacing members have a web and flange portions, to engage the inside grooved ends of the foam posts to provide an interior attachment surface for the finishing wall panels. The finishing wall panels are secured to the web portions of the framing/spacing members, whereby an air space is created between the foam panels and the finishing wall panels. The framing/spacing members and foam posts are adjustable to permit plumb installation.

Abstract: The present application is directed toward fire-rated wall construction components and wall systems for use in building construction. Embodiments can include tracks for holding studs which incorporate various geometries capable of receiving fire-retardant material, including but not limited to intumescent material. The fire-retardant material can be attached to the tracks such that the fire-retardant material expands and seals gaps and/or areas between the tracks and wall components such as ceilings, floors, and drywall.

Abstract: Building components having a reduced thermal bridge relative to traditional building components. In embodiments, a beam comprises at least two flanges and a web connecting the flanges and maintaining the flanges in a roughly parallel configuration to each other. In embodiments, the web comprises multiple web pieces having reduced cross sections. In alternative embodiments, the web comprises a single continuous web piece with a reduced cross section. In alternative embodiments, the web comprises one or more foam or honeycomb pieces.