Abstract: A high-strength rectangular pintle veneer tie and cavity wall anchoring system employing the same is disclosed. The rectangular wire formative construct optionally includes a square cross-section that provides greater volumetric occupancy than that of a similar diameter circular wire formative. The interengaging portions and insertion portion are optionally compressed for greater strength and the rectangular shaped interengaging portion provides a locking interconnection within the anchor precluding significant movement lateral with or normal to the inner wythe.

Abstract: A dual method of installing a mounting device to a load-bearing surface includes a mounting device having a back member installed closer to the load-bearing surface than a front member on which an object is mounted. A mounting member is either attached to the back member in a first configuration or the mounting member is attached to the back member in a second configuration. The mounting member is attached to the load-bearing surface such that the load-bearing surface is between the back member and the front member in the first configuration. The back member is between the load-bearing surface and the front member in the second configuration.

Abstract: A fastener for securing rebar rods that is a generally planar, elongated main body selectively deformed into a closed loop. The fastener can also include a head end integrally formed with the main body having a buckle and an opening. A tail end depends from the main body that has a plurality of substantially flat, spaced-apart, and staggered engaging members, or barbs. The rods are secured by folding the tail end around the rods and inserting the tail end into the opening of the buckle and twisting the tail end so that a barb engages an edge of the buckle.

Abstract: A single piece sheet metal clip including a trim engaging part and a mounting part extending or extendable from the trim engaging part at a right angle, the trim engaging part having a limited height when the clip is tilted from a vertical portion and a height greater than the limited height when upright whereby the trim engaging part may be inserted between opposed channels on a rear side of a trim strip and upper and lower edges are trapped in a respective channel when rotated from the tilted position to an upright position, the trim engaging part having an integral element resiliently deflected in a channel when the clip is turned upright, said resilient element releasably locking the clip against a reversal of said movement and thereby maintaining the trim engaging part trapped in said channels.

Abstract: A clip for mounting an elongated trim strip on ends of ceiling grid runners, having a right angle configuration with two intersecting legs, one leg adapted to laterally abut an end of a grid runner and the other being adapted to engage the trim strip, said other leg having oppositely extending upper and lower grips for reception into upper and lower opposing channels of the trim strip, the grips being relatively moveable, and a toggle arrangement for moving said grips away from one another, when retracted, the grips being capable of passing between the opposed channels, the toggle arrangement selectively maintaining said grips in an extended position to frictionally lock onto the opposed channels of the trim strip.

Abstract: A building connection between a substantially vertical wall stud and a substantially horizontal bridging member, using a separate and distinct bridging connector that attaches the wall stud to the bridging member. The wall stud is typically one of several sequentially-arranged, cold-formed steel studs in the frame of a building wall. The bridging member is typically a separate cold-formed steel member that interfaces with and spans a plurality of wall studs.

Abstract: Provided herein are connectors for use in assembling reinforced concrete structures, as well as methods of assembly using the connectors. In one embodiment, the connectors and methods provide for secure and easy connection to the butt end of any rebar rod, as well as attachment of an opposite end to another metal structure. For example, a butt portion of a connector slides over the butt portion of a rebar rod, and can include one or more sidewall openings to allow welding onto rebar that is enclosed within the butt portion of the connector. The opposite second end can include a faceplate for attaching a weld plate, thus permitting a series of connections using connectors and weld plates, among other things. The connectors provide selected properties that differ from the rebar, welds, and weld plates, such as stretch, yield strength, ultimate strength, and transfer of stress and vibration, among other things.

Abstract: A single piece sheet metal clip including a trim engaging part and a mounting part extending or extendable from the trim engaging part at a right angle, the trim engaging part having a limited height when the clip is tilted from a vertical portion and a height greater than the limited height when upright whereby the trim engaging part may be inserted between opposed channels on a rear side of a trim strip and upper and lower edges are trapped in a respective channel when rotated from the tilted position to an upright position, the trim engaging part having an integral element resiliently deflected in a channel when the clip is turned upright, said resilient element releasably locking the clip against a reversal of said movement and thereby maintaining the trim engaging part trapped in said channels.

Abstract: A masonry anchor for tying a masonry veneer wall to a stud back-up wall comprises a generally planar anchor plate of corrosion resistant steel having an outer coupling end for connection to a veneer tie wire and an inner anchoring end for securement to the stud back-up wall. The anchor plate is provided with a plurality of holes through the anchoring end for accepting a fastening means for fastening the anchor to the stud back-up wall. A backing plate of an inert material is provided for positioning between the anchoring end of the anchor plate and the stud back-up wall, the backing plate being provided with raised structures on a face sized to be contained within the holes in the anchoring end of the anchor plate to allow a shank of the fastening means to pass through the raised structure without contacting the anchoring end of the anchor plate.

Abstract: A tensionable hold down clip system for erecting metal studs for building walls, the system including a tensionable member; and a hold down clip having a base portion, a leg portion orthogonal to the base portion, and a mount on the leg portion configured for adjustably connecting the tensionable member to the hold-down clip. A wall using the system may include two main studs and a plurality of common studs extending between a sole plate and a top plate, and hold down clips are disposed on both ends of both main studs. Two tensionable members extend diagonally through the studs and cross each other, and the tensionable members are fastened to mounts on the hold down clips on the upper and lower ends of the main studs.

Abstract: An apparatus for supporting a plurality of parallel spaced apart trusses comprises a center socket and first and second end sockets. The center socket is sized to receive a top edge of a first truss therein whereas the first and second end sockets are each sized to receive a bottom edge of adjacent second and third truss therein. The apparatus further comprises a first brace extending between the first end socket and the center socket and a second brace extending between the second end socket and the center socket. The base panel of the first and second end sockets define a first plane substantially parallel to the bottom edges of the plurality of trusses and the base panel of the center socket defines a second plane substantially parallel to the top edge of the plurality of trusses and second plane is angularly oriented relative to the first plane.

Abstract: A connector system for a composite wall, the composite wall comprising a back-up wall and a veneer spaced apart from the back-up wall, the connector system comprising a backup wall connector and a spacer mountable on the backup wall connector. The backup wall connector comprising an inner anchoring end and an outer coupling end spaced from the inner anchoring end, the outer coupling end comprising a vertically extending slot. The spacer defines a plurality of vertically fixed positions in which a wall tie is selectively fixedly receivable.

Abstract: A bracket apparatus for an insulated building structure includes: a sheathing mounting element including a mounting surface configured to receive a mechanical fastener; and at least one elongated spacer extending away from the sheathing mounting element by a predetermined stand-off distance, the spacer configured to penetrate fibrous insulation, and defining a contact pattern configured to prevent pivoting motion of the spacer relative to a planar surface.

Abstract: A high-strength low profile pullout resistant pintle and anchoring system employing the same is disclosed. The modified veneer tie utilizes ribbon pintles formed from a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant veneer tie movement and to preclude pullout. The insertion portion of the veneer tie is compressed and patterned to ensure a secure hold within the bed joint.

Abstract: A high-strength dual pintle and anchoring system employing the same is disclosed. The modified veneer tie utilizes ribbon pintles formed from a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.

Abstract: A high-strength pintle anchoring system for a cavity wall is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.

Abstract: An anchoring system for cavity walls is disclosed and includes a wall anchor and a high-strength veneer tie. The anchor includes nonconductive thermally-isolating components that maintain the insulation R-values. The anchor features seals located at insertion points in the layers of the interior wythe that stabilize the wall anchor and protect against the entry of liquids and vapor. The veneer tie utilizes a ribbon connector that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie, when part of the anchoring system, interengages with the wall anchor and is dimensioned to preclude significant veneer tie movement and to preclude pullout.

Abstract: A system and method used in residential and commercial construction of floors, ceilings and roofs, where a beam and hanger together support a joist/rafter to which sheathing is applied. Hanger design features include bendable stiffeners that provide pinching structural support for opposing sides of an engineered wood I-joist web after the joist/rafter is seated into the bridge of the hanger, providing a superior structural interface connection, less material cost, and no contact between the hanger and sheathing which reduces unwanted noise in finished construction. Additional strengthening of the structural/load-bearing interface between the joist/rafter and beam may include selected horizontally-extending dato, groove, cut, or other detail formed in the support beams during their manufacture/milling and rearwardly-extending protections on the hanger configured to engage the detail.

Abstract: A multi-heel connector for securing a rafter, a ceiling joist and blocking, and supporting building roof structural members in a single bracket connection to withstand enhanced load forces such as hurricane forces. The multi-heel connector combines a loop portion for securing a joist, a rafter contact surface adjacent the loop portion, having a slope which provides for a selected, predetermined roof pitch, mounting tabs for securing the multi-heel connector to a top wall plate, tabs to fasten blocking and a tie down for securing the multi-heel connector to exterior wall stud. The multi-heel connector is adaptable for accommodating a riser key to adjust the rafter contact surface pitch, and a joist spacer to accommodate a joist having a cross-section smaller than the multi-heel connector loop portion cross-section.

Abstract: A structural element for constructing an auxiliary means for the manufacture of a reinforcement includes at least one coupling point for coupling the structural element to another structural element. The structural element is formed from a basic element. The structural element may further include a holding means for holding a reinforcement rod. A method for constructing an auxiliary means and a method for manufacturing a reinforcement are also provided.

Abstract: A building assembly utilized in connecting building members together while permitting limited relative movement between the members. The assembly includes a structure such as a track or plate that includes one or more longitudinal slots. Integrally formed in the longitudinal slot is a breakaway washer that receives a fastener that extends into an adjacent structure. When a certain force is applied to the breakaway washer, the breakaway washer breaks away from the slot and this permits the slot to move about the breakaway washer and fastener which results in there being relative movement between two connected structures.

Abstract: A ceiling panel clip with improved characteristics includes a torsion spring retaining loop that has a free end captured beneath a frame member of the ceiling panel. The retaining loop at one end thereof is integral with a base portion of the clip and the free end extends downwardly to the base portion. The base portion and retaining loop preferably cooperate to capture a coiled portion of a torsion spring used to suspend the ceiling panel. Preferably, securing legs of the torsion spring are biased inwardly to allow the coiled portion to be inserted on the retaining loop. Release of the securing legs captures the coiled portion on the clip.

Abstract: A high-strength low profile partially compressed pintle veneer tie and anchoring system employing the same is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and is dimensioned to preclude significant veneer tie movement. The insertion portion of the veneer tie is compressed and patterned to ensure a secure hold within the bed joint.

Abstract: A rod hanger for securing a rod to a substrate includes a mounting portion configured for engaging the substrate, a rod receiving portion configured for receiving the rod and a connecting element configured for vertically displacing the mounting portion and the rod receiving portion. In addition, at least one anti-rotation element configured for engaging the substrate is provided on the mounting portion.

Abstract: Applicant has disclosed a method and device (i.e., support tool) for installing sheathing (e.g., drywall or plasterboard). This tool enables a single person to easily attach the sheathing (e.g., by nails or screws) to an underlying structure (e.g., a wall stud, joist or rafter). In the preferred “device” embodiment, Applicant's tool is generally J-shaped with four tapered spikes (“teeth”) on its backside. The spikes are equally spaced from one another. By hammering the tool, its spikes can be driven into the underlying structure. No separate nail or screw is needed to hold the tool in place.

Abstract: An apparatus for utilizing space under a deck for storage includes (a) a first securing element having a first and second portion, wherein the first portion is formed to engage the deck and extends downward therefrom toward the ground; and (b) a storage element sized to be received beneath the deck, wherein the second portion of the first securing element is secured to the storage element. A method utilizes the claimed apparatus.

Abstract: An integral strip and fastener installation system is provided for light weight slate and tile roofing systems installed with a single overlap between each row or course of tile. A specialized fastener hook is formed with one or more lateral projections or wings installed underneath one or more slate tiles to anchor the fastener to the roof at least in part by the weight of the overlying tiles. This anchoring supports and reinforces the open mouth of the hook against deflection from high winds and thereby enables the hook to hold a tile securely under high wind loads.

Abstract: An interconnectable refractory anchor for receiving moldable refractory material together and creating a protective ceramic refractory lining minimizing erosion and increasing the useful life of refractory linings in reactors and vessels. The interconnected anchoring system comprises a plurality of interconnectable refractory anchors for use in a high temperature severe duty environment. The steps of the method comprise interconnecting a plurality of refractory anchors, fastening the interconnected anchoring system to a vessel, fitting a moldable refractory material into the spaces, and curing the moldable refractory material to service temperature creating a protective ceramic refractory lining for the vessel.

Abstract: The disclosure relates to a grid system including at least one main runner including an aperture; at least one cross spacer including a slot, with the slot formed from a bottom side thereof; and a fixing element. The main runner is insertable into the slot in the cross spacer from a first side of the cross spacer such that, when the main runner is inserted into said slot, the aperture of the main runner is at least partly accessible from a second side of the cross spacer, the second side being opposite to the first side. The cross spacer further includes an aperture, and the fixing element is adapted to, in a locked position, extend through the aperture in the main runner and through the aperture in the cross spacer such that the relative position of the main runner and the cross spacer is fixed.

Abstract: A first structural member and a second structural member meet at a joint of a truss triangular unit. A bridge plate includes a central portion that spans across the joint. The bridge plate includes a first peripheral portion extending from the central portion in a direction of the first structural member and a second peripheral portion extending from the central portion in a direction of the second structural member. Each peripheral portion includes a slot and a first opening. A stirrup plate is provided for each peripheral portion. Each stirrup plate includes an interlocking mounting flange having an extending tab member received by the slot and a second opening aligned with the first opening. A mounting device extends through the aligned first and second openings to secure the stirrup plate and bridge plate to the underlying structural member.

Abstract: An adjustable stud adapter is configured to attach to a stud. The adjustable stud adapter includes a front surface, a side surface substantially perpendicular to the front surface, and a first positioning slot and a second positioning slot formed on the side surface. The first and second positioning slots have an elongated shape and are substantially parallel to each other.

Abstract: A brick bracket which is installed in a recess provided by removal of brick of a brick veneer in order to be attached to studs of a framework of the building without contacting the bricks. The brick bracket has a front wall which extends outwardly and covers the brick facing and carries carriage bolts to which a ledger can be affixed such that the ledger is able to support an attached structure so that the brick bracket will not apply any force to the bricks of the brick facing.

Abstract: A high-strength low profile pullout resistant pintle and anchoring system employing the same is disclosed. The modified veneer tie utilizes ribbon pintles formed from a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant veneer tie movement and to preclude pullout. The insertion portion of the veneer tie is compressed and patterned to ensure a secure hold within the bed joint.

Abstract: A connector clip configured to interconnect a sill member to a stud within a sheet-metal wall assembly is disclosed herein. The innovative connector clip comprises: a piece of sheet-metal that defines a planar web; and at least a first web flange perpendicular to the web. The innovative connector clip may be characterized in that the web includes at least a first transverse web slot positioned for receiving a first sill flange of the sill member when the sill member is positioned adjacent to one of the ends of the stud, and wherein the first transverse web slot defines a right angle with the first web flange.

Abstract: A multi-heel connector for securing a rafter, a ceiling joist, and supporting building roof structural members in a single bracket connection to withstand enhanced load forces such as hurricane forces. The multi-heel connector combines a loop portion for securing a joist, a rafter contact surface adjacent the loop portion, having a slope which provides for a selected, predetermined roof pitch, mounting tabs for securing the multi-heel connector to a top wall plate, and a tie down for securing the multi-heel connector to exterior wall stud. The multi-heel connector is adaptable for accommodating a riser key to adjust the rafter contact surface pitch, and a joist spacer to accommodate a joist having a cross-section smaller than the multi-heel connector loop portion cross-section.

Abstract: A high-strength ribbon pintle and cavity wall anchoring system employing the same is disclosed. The ribbon pintle is a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.

Abstract: An improved deflection clip for connecting metal stud walls to a structural building member, which accommodates relative compensating vertical movement, is disclosed. Some embodiments of the present invention allow for the deflection mounting clip to be set into place by metal barbs, eliminating the need for screwing the stud to the ceiling track runner, then subsequently removing the screws when the wallboard is installed. A deflection clip in accordance with the present invention has a flat base with left and right flanges substantially perpendicular to the base. Each flange has a number of triangular barbs facing externally to secure the deflection clip to the track without the need for temporary fixation.

Abstract: A building connection between a substantially vertical wall stud and a substantially horizontal bridging member, using a separate and distinct bridging connector that attaches the wall stud to the bridging member. The wall stud is typically one of several sequentially-arranged, cold-formed steel studs in the frame of a building wall. The bridging member is typically a separate cold-formed steel member that interfaces with and spans a plurality of wall studs.

Abstract: The present invention provides a joining structure of a roof truss using thin light-gauge shaped steel. In a joining structure for joining a subsidiary roof with a main roof, a valley bracket formed by bending a thin steel sheet is inserted and disposed in the longitudinal valley direction of a joining member for joining a rafter forming the subsidiary roof with a truss or a rafter forming the main roof. In a joining structure in which a roof truss upper chord member or a rafter intersects a wall on the upper surface of the wall, a bracket formed by bending a thin steel sheet is disposed at the intersection of these members and fixes the roof truss upper chord member or the rafter to the wall.

Abstract: An insulation system includes a panel having a major surface, a layer of fibrous insulating material and at least one securing clip affixed to the panel and securing the insulation layer to the major surface. Each clip includes first and second connectors. Each connector includes a head, two diametrically-opposed resilient latching elements projecting from the head and a first locking shoulder extending at least partially between the latching elements. Each latching element includes a latching shoulder adjacent a distal end opposite the head.

Abstract: A corrosion-resistant, metal building construction connective hardware for installing wall sheathing, roof sheathing, or siding to a structure with a resting mount (24) of sufficient depth to fit the material being hung and a holding lip (26) that forms a front edge that can be imprinted for identification and verification purposes. The lip is easily painted or stained to match the exterior finish. The invention is versatile and multiple pieces can be connected to the mudsill to install sheathing; to the bottom edge of sheathing to install siding; and to each roof rafter tail-end to install the roof sheathing.

Abstract: A device for connecting an exterior deck structure to a contiguous building via a bore-hole through the deck ledger and building header retains the deck in place in the event of earthquake or similar stresses. A pair of tension members comprising interlocked tensile links, are encapsulated in a generally cylindrical plastic plug to maintain ½ to 2 inches separation, to provide a thermal barrier. A pivoting toggle pin on the end of one link pivots between a first position aligned with the axis of the link and a second position transverse to the axis. The plastic plug may have an extending lip supporting the pivot pin in axially alignment. The second link may be rigid or flexible, has a sealing member adapted to slide thereon to seal the bore-hole. The second link is adapted to be fastened securely to a joist or other appropriate member of the deck.

Abstract: A wireguide configured to couple to a T-bar structure of a drop ceiling and method for installing the wireguide is provided. The wireguide includes a first portion contacting a base of the T-bar structure; a second portion extending from the first portion over a top member of the T-bar structure; and a third portion extending from the second portion to the base of the T-bar structure.

Abstract: A connector device for connecting an exterior deck structure to a contiguous building the connector having a pair of interlocked non-contacting cable loops, with a plastic plug encapsulating the interlocked ends of the cables and separating the cables to act as a thermal barrier. An expanded head at one end of the plug, with associated foam washer seals against a deck header. The exterior cable end of the connector is attached to a deck joist and the interior end of the connector is attached to a building joist, wherein the respective joists may be laterally offset. The connector prevents detachment of the deck from the building during severe tectonic of weather activities.

Abstract: An anchoring system for cavity walls is disclosed. The system includes a stud-type wall anchor and a wire formative veneer tie. The stud has a driver head, a dual-diameter barrel, and a driven tip. A flange at the juncture of the two barrels houses an interior seal; and a flange under the driver head, an exterior seal. The smaller diameter barrel is coextensive with the drywall installation; and the length of the larger diameter barrel, with the rigid insulation. The interior seal seals the insertion point into the drywall installation; and the exterior seal, the opening of the anchor-receiving channel. The interior seal and the larger barrel of the anchor fill the anchor-receiving channel and stabilize the wall anchor. Also, the wall anchor is clamped in place by the seals. The stud-type anchor operates with a variety of veneer ties for different applications.

Abstract: A tie system is provided for use with a wall form for a cementitious backup wall and for use with a wall tie to connect between the cementitious backup wall and a veneer. The tie system includes a backup wall connector and a form connector. The form connector is connectable to the form and secures the backup wall connector in position as the wall form is filled.

Abstract: A structure for supporting an array of solar panels above a surface comprises finned poles, a horizontal spline, and a number of movable yokes coupling each of the solar panels to the spline, such that the solar panels may be secured to the spline, and later repositioned along the spline and re-secured to the spline. A pole includes one or more fins in a central portion, to stabilize the pole when set into the ground. The cross-section of the spline may take a variety of shapes, including quadrilateral shapes and conic sections. Constructing a solar array involves using commonplace, readily accessible materials, and construction equipment and methods with low-environmental-impact, all to produce an attractive, easy to construct environmentally friendly installation.

Abstract: A high-strength pintle anchoring system for a cavity wall is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.

Abstract: An L-shaped sheetmetal anchor with tubular leg and an anchoring assembly employing the same are disclosed. The assembly is adaptable to varied anchoring structures and for use with interlocking veneer ties and reinforcement wires to provide a high-strength surface mounted anchoring system for cavity walls. The stepped cylinders sheath the mounting hardware to limit insulation tearing and resultant loss of insulation integrity. The assembly is thermally-isolated through the use of a series of strategically placed compressible nonconductive fittings. The assemblies are vertically or horizontally surface mounted on the inner wythe.

Abstract: A bracket system for assembling playground equipment includes a plurality of deck support brackets, at least two vertical frame brackets, at least two horizontal frame brackets, a swing bracket, and at least two ladder brackets. The deck support brackets secure horizontal deck support beams to vertical frame beams at first points along the vertical frame beams. The vertical frame brackets attach to at least two adjacent vertical frame beams at second points above the first points. The at least two horizontal frame brackets fix at least one horizontal frame beam to the at least two adjacent vertical frame beams at the second points; the horizontal frame brackets and the vertical frame brackets interconnect. The swing bracket fastens a swing support beam to the at least one horizontal frame beam at a third point along the at least one horizontal frame beam. The at least two ladder brackets connect a ladder to one of the horizontal deck support beams.