Abstract: A freestanding wall is constructed by erecting at least two upright supports. The upright supports are either posts or columns. Upper and lower horizontal structure members are fastened to the upright supports. Vertical intermediate framing members are secured between the upper horizontal structure member and the lower horizontal structure member. Cladding is attached to at least the front and optionally the back of each vertical intermediate framing member to conceal each vertical intermediate framing member. The upper horizontal structure member is then covered with a cap.

Abstract: Appropriate fitting-out structures for moist rooms for which retaining sections (9) are used featuring a sloping flap (11) at the point where it is overlapping the flooring (1). The sections (9) are directly glued with structural bonding agent onto the structure below (7). The flooring (1) is then laid and consists of a floor foundation (4), a decorative finishing coat (5), a transparent resin topping (6) with anti-slip characteristics and an anti-scratch and anti-wear blanket.

Abstract: A lateral force resisting system includes a rigid structural panel and holdowns. A foundation bolt placement template may be used to locate and support the foundation bolts during fabrication of the foundation and to further secure the frame foundation interface. The rigid structural panel may be a vertical truss or a rigid structural frame with a wooden panel covering one side and interconnecting the members of the rigid structural frame. The wooden panel may be made up of multiple panes to tailor the response of the panel to the lateral force load. The holdowns secure the rigid structural panel to the foundation bolts and may be either a folded strap and pin embodiment or self-tightening.

Abstract: A metal structural member having an elongate web member having a first side and a second side, a pair of flanges extending laterally from the first side of the web member, each of the flanges having an outer wall member and an end wall member, the end wall member being substantially parallel to the web member wherein one of the flanges further includes an inner wall member in spaced-apart relationship with the outer wall member and extending from the end wall member toward the web and terminating with a lip member formed parallel to and juxtaposed with the web.

Abstract: A stud form and system for forming a preformed concrete wall panel having a solid portion and a plurality of vertical concrete studs joined to the solid portion. The stud form includes a substantially U-shaped channel having a face portion that defines an elongated plane and leg portions extending along side of and away from the elongated plane to define a predetermined channel depth. The stud form further includes means for integrally connecting the stud form to the solid portion of the wall panel with the channel opened toward the solid portion.

Abstract: A method for constructing prefabricated modular building panels includes providing a plurality of full wall height panels in several widths and full wall height corner elements which can be assembled to provide walls for a building of almost any size. The method also includes providing less than full height header and sill panels in several widths which can be used to install windows and doors. A window is installed between a header and sill panel having a width which is greater than the width of the window by placing studs between the header and sill panels at each side of the window and at each side of the header and sill panels. A door is installed under a header panel having a width which is greater than the width of the door by building a frame on each side of the door below the header panel. The panels are made with a frame of interconnected steel studs and steel top and bottom tracks.

Abstract: A grooved construction lumber element for use in constructing lumber structures such as wall framing, roof trusses, load bearing beams, deck and stair railings, and the like, is described. The construction lumber element is comprised of a straight lumber piece having a plurality of spacing grooves disposed in at least one surface of the lumber piece. The spacing grooves have a predetermined depth and are configured to receive therein an associated further lumber element to construct a specific building structure. At least some of the spacing grooves are disposed at common spaced intervals. The lumber element is preferably an elongated straight wood lumber piece of rectangular cross-section and defines opposed flat parallel surfaces and opposed flat parallel side edge surfaces. The spacing grooves are formed in one of the flat surfaces.

Abstract: A wallboard sheet includes a core having opposing first and second major surfaces, at least one face layer on at least one of the first and second major surfaces of the core, and wherein the core includes aerated concrete. The provision of aerated concrete for the core provides many key advantages over conventional wallboard sheets, such as gypsum wallboard, for example. The at least one face layer may include first and second face layers on respective first and second major surfaces of the core. The one or more face layers may include paper. The core may have a generally rectangular shape defining a pair of opposing side edges and a pair of opposing end edges. The first major surface may have beveled portions adjacent respective opposing side edges in some embodiments. The at least one face layer may extend around the opposing side edges. In addition, the opposing end edges of the core may be exposed.

Abstract: Removal wall system of the type comprising at least one panel and at least one panel fixing stud 1. The stud is a hollow section having a rectangular cross section provided with two pairs of symmetrical ribs 6 to 9 disposed at the extremities of the longer sides 2, 3 and extending parallel to the shorter sides 4, 5, panel fixing means being formed integrally with the section.

Abstract: This disclosure relates to a composite structural member comprising a body part and multiple rigid strips which are attached to and separated by the body part. The body part is formed by a core having substantially flat parallel sides and opposed edges, and the opposed edges are covered by the rigid strips. As an example, the core is made of gypsum, and the strips are made of sheet metal. The rigid strips enable screw fasteners to be secured to the structural member. The sides of the core are preferably covered by side sheets.

Abstract: A prefabricated wall framework of a wood composite for use in wall construction having an elongated header, spaced apart studs extending perpendicularly from the header, and an elongated sill plate opposite the header in which the studs are integral with the header and sill plate. The framework made from plywood, wood chips or wood particles has application in interior or exterior walls which may be either load bearing or non-load bearing.

Abstract: The invention provides a concrete form structure formed of plural pair of spaced elongate facing channels, each channel having a central web and opposite longitudinal edge flanges. Elongate rigid insulation boards are disposed between said webs and adjacent the opposite edge flanges. At least one plate member seats the facing channels and the rigid insulation boards. The plate member is secured to the facing channels at the bottoms thereof. The facing channels, plate member and insulation boards define a top opening concrete receiving chamber.

Abstract: A deflector track tab structure, and method of formation, for positioning studs along a deflector track. Starting with a sheet of metal such as steel, tongues are formed within the sheet such that the tongues are oriented along the length of the sheet. Slats are formed in each tongue, wherein the slats are oriented along the length of the tongue. The tongues are bent away from the sheet resulting in tabs integral with the sheet and normal to the sheet. A flange is formed from the sheet on each side of the sheet such that a track web between the flanges remains. The flanges are normal to the web and oriented parallel to the tabs. A marker pattern may be formed on each tab to denote a position on each slat for subsequent coupling of metal studs to the tabs.

Abstract: A freestanding wall is constructed by erecting at least two upright supports. The upright supports are either posts or columns. Upper and lower horizontal structure members are fastened to the upright supports. Vertical intermediate framing members are secured between the upper horizontal structure member and the lower horizontal structure member. Cladding is attached to at least the front and optionally the back of each vertical intermediate framing member to conceal each vertical intermediate framing member. The upper horizontal structure member is then covered with a cap.

Abstract: A prefabricated modular wall panel brace is used in the construction of long wall for buildings. Each prefabricated modular panel brace is placed beside another framing component between a top plate and a bottom plate. Every other panel maybe inverted with respect to the adjacent panel so that the ends of a diagonal brace in each panel is adjacent to the diagonal brace in the adjacent panel. Each panel may have a movable/swiveling section to accommodate an angled portion of the wall. The modular wall panel brace may be used in single or multiple floor structures for either interior or exterior walls to provide shear or diaphragm bracing of the wall units of a building to provide bracing for wind or seismic loads.

Abstract: A shear wall construction and method for assembling the same is disclosed. A plywood sheet includes close laterally-spaced pairs of vertical studs or posts proximate each lateral end. A channel-defining member is fitted and fixed between the spaced studs. A tie member extends from the channel-defining member into a concrete foundation or other underlying building element. A track is also provided for sheathing a lower edge of the shear wall. Protrusions from the metal track aid in anchoring the shear wall to the concrete foundation.

Abstract: The modularized structure framing system is disclosed incorporating a plurality of quad wall modules, a plurality of single wall modules, a plurality of double wall module, a plurality of window modules, and a plurality of door modules. Each module is,made using conventional 2″×4″ building materials. Endpieces of conventional 1″×4″ building materials allow modules to be aligned together during construction while still maintaining standard dimensionality. A plurality of alignment tools are provided for installation of the modules. These include a corner alignment tool having a 90 degree angle and a 1.25 inch wide by 3.55 inch deep groove running throughout, a wall straightness tool also having a 1.25 inch wide by 3.55 deep groove running throughout, and a “T”-shaped the wall alignment tool having a 1.25 inch wide by 3.55 deep groove running throughout.

Abstract: An upright section having two section legs extending spaced from each other in the longitudinal direction of the section and connected with each other by a section bridge. The section bridge is equipped with at least one elastic segment having low transverse spring temper and extending in the longitudinal direction of the section. The elastic segment is shaped out of the plane put up by the section bridge and connects the section legs with bending elasticity. Since the section bridge is equipped with at least one elastic segment extending lengthwise, the upright section is divided in two section parts that are connected with each other only via the elastic segment arranged between the two parts.

Abstract: A stud for construction of fire resistant and seismic resistant shaft walls (10), including but not limited to elevator shafts and stairwells. The claimed metal stud is used for constructing shaft wall assemblies which can withstand vertical, and horizontal movements due to seismic forces, wind sway, and inter-story drift resulting from gravity and the rotation of the earth. This stud comprises: an anterior flange (11); posterior flange (14) which is longer than the anterior flange (11) possessing a plurality of parallel horizontal fastening slots (17) along the length of the posterior flange (14); and a vertical web (18) connecting the anterior flange (11) and posterior flange (14) in parallel forming a generally J-shaped channel. The longer posterior flange with fastener slots permits the construction if the shaft wall assembly solely from within the shaft cavity.

Abstract: A shear wall panel for a building has a rectangular frame of vertical and horizontal members. Inside of the rectangular frame, at least four diagonal members are joined at their ends to create a multi-segmented assembly having at least three vertices and first and second ends and possibly forming a polygon, one of the at least three vertices secured to each of the vertical and an upper horizontal members, the first and second ends secured to a lower horizontal member. The members are preferably of wood and connected together with toothed plates. The panel is shear connected to a foundation or laterally stabilized wall or floor below the shear wall panel, possibly by a bolt between the foundation or laterally stabilized wall or floor below the shear wall panel and the intersections between the vertical members and the diagonal members. Upper strap connectors attach the upper horizontal member to a roof, floor or wall of the building.

Abstract: The present invention provides in one aspect for a bracket for use in a metal stud wall having internal bridging members for tying the metal studs and bridging members together. The bracket has an L shaped central region having a leg for overlying the bridging member and an upright for overlying the metal stud. A web gripping means is provided connected to the upright for gripping the web of the stud and transferring the support of the upright to the web. The bracket also has a bridging member gripping means connected to the leg for gripping the bridging member and transferring the support of the gripping member to the L shaped central region.

Abstract: A channel construction beam, typically metal, comprises a plurality of chutes of rectangular cross-section perpendicular to the beam for receiving a plurality of generally rectangular building studs in sliding relation within the chute. The chute comprises two or more vertical guides on each chute side inward of the beam channel aligned on a line normal to the beam web. Opposing beam ridges projecting inward of the channel may comprise the chute alignment guides. In an alternative embodiment, the chute may comprise projections outward of the beam channel sized to receive a building stud or a stud tongue extending from the stud and running longitudinally along opposing stud sides. Wall board is combined with the beam to provide a fire-rated wall. The wall stud comprises a longitudinal slot in which a screw attached to the beam flange may slide without restricting vertical movement of the stud in the beam.

Abstract: A structural member including a web portion having a plurality of triangular regions to provide additional strength and stiffness. The triangular regions are recessed from the web and may have a floor area or the floor may be cut out to provide apertures with lip portions. An additional element secures a flanged bracing panel in the opening between the studs and the top and bottom plates of a building frame and clads both sides of the braced frame.

Abstract: A construction method in which wall panel (2) receives studs (12) in apertures (8) or grooves (10). The studs (12) may be inserted through the wall panel after the wall panel is positioned. The studs (12) engage a bottom plate (20) in a snap fit.

Abstract: A prefabricated wall and roof unit for easy and cost efficient home construction. The wall unit of the present invention is formed of a steel frame, a molded external panel formed into the shape of traditional building materials and features, and a layer of insulation material. The wall unit may be assembled in a quality controlled off-site factory.

Abstract: Studs and tracks that easily and quickly interconnect to form structural panels or frames for a building system are provided. Studs have an extension extending from each end of the stud, and tracks have slot-like structures that are shaped and dimensioned to receive the stud extensions. Upon simply sliding stud extensions into respective slot-like structures of upper and lower tracks, various types of structural panels and frames can be easily and quickly formed.

Abstract: A method of partitioning an office space includes providing an interlocking framework unit including at least one vertical framework configured to receive and support at least one partitioning material, at least one skirting framework configured to receive and support at least one partitioning material, at least one covering framework configured to receive and support at least one partitioning material, at least one window framework configured to receive and support at least one of at least one partitioning material and at least one window and at least one door framework configured to receive and support at least one of at least one partitioning material and at least one door; the interlocking framework unit being configured to form at least one internal conduit for plural cables between adjacent partitioning materials from a ceiling level through the at least one skirting framework positioned at a floor level when assembled and assembling the interlocking framework unit such that the at least one internal co

Abstract: This invention relates to an improved wall for resisting lateral forces imposed on a building that incorporates the wall. Specifically, this invention relates to a wall in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall is formed with a bottom plate that rests on the underlying structural component of the building. A plurality of vertically-disposed studs connect to the bottom plate, and a top plate is supported by and connects to the vertically-disposed studs. A shear-resisting assembly connects to the top plate and the underlying structural component. The shear-resisting assembly has top and bottom struts and first and second chords and a planar shear resisting element connected thereto.

Abstract: A prefabricated structure for use in constructing a building wall including a first elongated joist extending horizontally and secured a ceiling of the structure and a second elongated joist secured to a floor of the structure and extending in horizontally and in parallel spaced apart fashion from the first joist. Each of the first and second joists including a parallel extending and opposing face with a recessed channel formed therein. A plurality of elongate and planar boards, each substantially rectangular in shape, include first, second, third and fourth edges. The edges define in combination a first face and a second opposite face spaced from the first face by a determined thickness. A first selected edge of each planar board securing in extending fashion within the recessed channel of the first joist and a further selected and parallel extending edge securing within the recessed channel of the second joist.

Abstract: A shear wall panel for a building has a rectangular frame of vertical and horizontal members. Inside of the rectangular frame, at least four diagonal members are joined at their ends to create a multi-segmented assembly having at least three vertices and first and second ends and preferably forming a polygon, one of the at least three vertices secured to each of the vertical and an upper horizontal members, the first and second ends secured to a lower horizontal member. The members are preferably of wood and connected together with toothed plates. A lower horizontal member is shear connected to a foundation or laterally stabilized wall or floor below the shear wall panel. Upper strap connectors attach the upper horizontal member to a roof, floor or wall of the building. The upper strap connectors comprises metal straps, a first portion of which have teeth bent out of the metal strap, a second portion of which have holes for nailing through the metal strap into the roof, floor or wall of the building.

Abstract: A prefabricated structural system uses wall panels having a combination of cold rolled light gauge sheet metal and hot rolled tubular steel. Panels are stacked one on top of each other to form vertical wall assemblies and may be welded directly with their top and bottom members or include intermediate shear connectors. Shear resistance or resistance to lateral forces is provided by a single continuous metal sheet either flat or corrugated (a deck-type sheet) fastened to the steel studs or alternatively diagonal or V-shaped bracing. Connectors between the wall panels provide a gap for a continuous concrete floor. Vertical wall assemblies can be constructed with individual wall panels either on-site or off-site and then tilted up to form a completed building. The vertical assemblies are then connected together by connector beams or ladder frames.

Abstract: An insulated concrete form panel assembly for constructing insulated concrete walls includes a frame comprising a plurality of steel studs and at least two cross member that connect the studs together. A pair of insulating panels are fastened to and span respective inner and outer opposing sides of the frame so as to define concrete receiving cavities between the panels and the studs. A brick ledge may be constructed by separating a laterally extending, generally rectangular elongated mid portion of the outer insulating panel from a remainder of the outer insulating panel. An upper edge of the mid portion is then moved a predetermined distance outward from the remainder of the outer insulating panel such that the mid portion is disposed in a desired position at an angle to the remainder of the outer insulating panel. The mid portion is then secured in the desired position relative to the frame.

Abstract: A floor, wall and ceiling construction for a magnetically shielded room which provides a stable and homogeneous magnetically shielded space or environment having an extremely high attenuation value while absorbing exterior as well as interior vibrations.

Abstract: The invention provides a stud of any chosen length. The stud has a plurality of sections (preferably two or four), each of which extends for substantially the length of the stud. The sections may be capable of moving relative to one another in a horizontal or vertical direction. In one embodiment, the sections of the stud are adapted to be fixed by fixing means, such as screws, expanded locking mechanisms and ratchet arrangements. The invention also provides the stud section used to make the stud.

Abstract: A fibreboard, insulating, wall panel includes an integral air and vapor barrier of metal foil or metallized plastic film adhered to one surface of the panel. Panels are attached to a stud wall frame. Abutting panel joints are taped to provide a continuance vapor barrier. Increased thermal and acoustic insulation as well as structural integrity of the barrier is provided by the panel.

Abstract: A system and method are provided for framing at least a portion of a wide variety of structures. In each embodiment, the framing system includes a base, which may be attached to a foundation of the structure by conventional means, which preferably comprises at least one rectangular or square metal tube. Alternatively, the base may be made of other metal structures. The framing system further includes a plurality of lower connecting members attached to and extending upwardly from the base and a plurality of upwardly extending support members which are interconnected to the lower connecting members. The framing system may further include an upper member and a plurality of upper connecting members attached to and extending downwardly from the upper member. Each of the support members is also interconnected to one of the upper connecting members, which is aligned with one of the lower connecting members.

Abstract: The present invention relates to a stud (1) intended for a timber wall and a method for manufacturing the stud (1). The stud (1) constitutes a part of a wooden frame on which, for example, plaster board panels (12) are secured in order to form the wall. The stud (1) is provided with at least two longitudinal grooves (6, 7) made alternatingly from opposing sides (2, 3) of the stud (1). Each individual groove (6, 7) is wholly open towards that side (2, 3) it was made from. Each groove (6, 7) moreover displays openings (10, 11) in the opposite side (2, 3) and portions (8, 9) with residual material between the openings (10, 11). Each longitudinal groove (6, 7) is thus alternatingly through-going and alternatingly not through-going.

Abstract: Structural insulated panels having an inner insulating core and first and second outer facings disposed on opposed surfaces of the insulating core are securely attached to a structural member such as 2X stick structural members in a building structure. A strip of tape is wrapped around the structural member and opposed ends of the tape strip are adhesively bonded to the opposed outer facings of the panel. The tape strip may extend the full height or width of the panel to provide a secure, environmentally sealed connection between the panel and the structural member. An adhesive bonding agent may be inserted between an edge of the panel and the structural member to further increase the strength of the connection between the panel and structural member. The panel's edge may be provided with a C-shaped metal channel for more securely attaching the panel to the structural member by means of nails or screws driven through opposed ends of the tape strip and into the metal channel within the panel.

Abstract: A sound attenuating wall or ceiling assembly includes: a plurality of wall or ceiling boards; a series of parallel spaced apart, elongated framing members; and a series of elongated sound attenuating members extending along the length of the framing members, secured to the framing members and securing the boards to the framing members. Each of the sound attenuating members has a resilient cantilevered portion to which the boards are secured. The cantilevered portion of each sound attenuating member extends from the framing member to which the sound attenuating member is secured both outward away from the framing member and toward an adjacent framing member whereby the boards are resiliently secured to the framing members and spaced outwardly from the framing members to attenuate sound.

Abstract: A wall panel supporting unit and system of constructing a wall utilizing a series of the wall panel supporting units in place of a traditional stud wall. The individual wall panel supporting units are of unitary construction and are generally rectangular. The units are corrugated and the resulting ridges function in the same manner as individual studs in a traditional wall, by creating a space within the wall for insulation, electrical wiring and similar uses. The individual units are fastened together, and attached to parallel tracks along the ceiling and floor to ensure a straight wall when panel sheathing such as drywall is applied. The individual units generally conform to each other when stacked together and offer a significant reduction in required shipping space.

Abstract: A steel framed building construction (50) includes external wall frames (52, 54) and internal wall frames (57, 58) which support one or more planar ceiling frames (56). A roof structure includes one or more substantially planar roof frames (76, 78) extending substantially parallel to associated roof surfaces which the roof frames support. The roof structure further includes support means (70, 74) extending between the roof frames (76, 78) and the ceiling frames (56) to transfer the weight of the roof structure to the ceiling frames (56) to thereby distribute the combined weight of the roof structure and the ceiling frames (56) and the support means (70, 74) through the external and internal wall frames (52, 54, 57, 58). A new roof structure is also claimed. A construction methodology whereby the wall frames, the roof frames and the roof support frames are all constructed from the same steel section is also claimed.

Abstract: Reinforcement plate or mounting plate (12) for locally reinforcing a partition system, which wall comprises a number of uprights or pilars (8), and each pillar (8) of which comprises a C-shaped profile part, to which pillars (8) are attached wall parts, such as for example plaster-boards, in order in this way to form a partition (1). The reinforcement plate (12) comprises a planar metal plate which is provided with connecting means, with which the plate (12) can be connected with a clamping fit both to a first pillar (8), on one side, and to a successive pillar (8) on the other side. The connecting means comprise, on the one hand, hook-like members (17) and, on the other hand, gripping members (20), which hook members (17) can interact with an upright (8) and the gripping members (20) can interact with the next, second pillar (8), which is placed adjacent to the first pillar (8).

Abstract: A wall framework includes top and bottom tracks, a horizontal channel and vertical studs. A first vertical stud is secured to the top track and the bottom track and has a first opening sized and shaped to permit the horizontal channel to extend therethrough and a second opening vertically spaced from the first opening. A second vertical stud is secured to the top track and the bottom track and has a third opening sized and shaped to permit the channel to extend therethrough and a fourth opening vertically spaced from the fourth opening. At least one clip extends through the first opening and the second opening. A fastener connects the horizontal channel to the clip. The clip cooperates with the fastener to secure the horizontal channel in a fixed relationship to the first vertical stud.

Abstract: A highly economical basement wall providing strength and comfort comparable to conventional basement wall structures includes a metal sill, a plurality of spaced apart metal wall studs, a metal decking secured to the plurality of metal wall studs, and a metal reinforcing stud welded to the plurality of metal wall studs. Each of the reinforcing studs is also welded to the sill and extends upwardly from the sill to a height of about 25% or less of the height of the metal wall studs.

Abstract: It is an object of the present invention to provide an external wall construction improving workability, waterproof properties, durability and ventilating properties of a bearing wall.

Abstract: This invention relates to an improved wall for resisting lateral forces imposed on a building that incorporates the wall. Specifically, this invention relates to a wall in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall is formed with a bottom plate that rests on the underlying structural component of the building. A plurality of vertically-disposed studs connect to the bottom plate, and a top plate is supported by and connects to the vertically-disposed studs. A shear-resisting assembly connects to the top plate and the underlying structural component. The shear-resisting assembly has top and bottom struts and first and second chords and a planar shear resisting element connected thereto.

Abstract: The invention relates to a structural element for ships' decks, ships' bulkheads, ships' loading ramps, shore-mounted loading ramps, ships' elevators, ships' doors, loading hatches or the like. The element comprises a frame structure and at least one support plane. The invention is particularly characterized by said support plane being constituted by a plurality of plate-like sandwich elements which are connected with said frame structure in such a way that they integrally contribute to the overall strength of the structural element. Said sandwich elements serve as flanges for beams with conventional webs which are included in the structural element. In a preferred embodiment of the invention, the sandwich element comprises a core consisting of a pyramidal framework structure, said core being positioned between two covering plates.

Abstract: A composite wood joist for the construction of building structures is comprised of an elongated straight main member and a transverse elongated web piece connected thereto. Both the main member and the web piece are of rectangular cross-section with the web piece being secured along a narrow flat end face of the main member. The web piece is dimensioned and disposed to extend beyond the opposed flat side faces of the main member to define opposed wing sections. The web piece also has a width which is narrower than the width of the main member and it provides an arresting force against longitudinal distortion of the straight elongated main member and improves the load bearing capacity thereof.

Abstract: An elongate supporting element has a cross section with a web (9) and two side flanges (10, 11) for the supporting of building panels or the like. The web (9) has an elongate, stress-equalising zone (4) which extends wholly or partly between the two outer ends (8a, 8b) of the supporting element and by means of which the supporting element (8) is reinforced.

Abstract: A wall framework includes top and bottom tracks, a horizontal channel and vertical studs. A first vertical stud is secured to the top track and the bottom track and has a first opening sized and shaped to permit the horizontal channel to extend therethrough and a second opening vertically spaced from the first opening. A second vertical stud is secured to the top track and the bottom track and has a third opening sized and shaped to permit the channel to extend therethrough and a fourth opening vertically spaced from the fourth opening. At least one clip extends through the first opening and the second opening. A fastener connects the horizontal channel to the clip. The clip cooperates with the fastener to secure the horizontal channel in a fixed relationship to the first vertical stud.