Abstract: An apparatus, such as a beam pocket, connects a beam to a wall, such as a concrete wall. The apparatus includes a frame having a plurality of panels that cooperate to define a pocket of various heights. The apparatus includes a clamp within the pocket. The clamp is configured to secure an end of the beam at a position within the pocket. The clamp is further configured to selectively define the position relative to the frame. The apparatus further includes at least one anchor extending from the clamp and away from the pocket for mounting with the wall.

Abstract: A girder tie for connecting a building component to a rigid rod to resist uplift forces applied to the building component comprises a connector including a building component connector and a rigid rod connector coupled to the building component connector. The rigid rod connector attaches to the rigid rod. The building component connector includes first and second back flanges free of direct connection to one another. The first and second back flanges can each be attached to the building component. A washer is disposed between the rigid rod connector and a nut on the rigid rod that secures the rigid rod to the girder tie. The washer includes at least one back flange brace to inhibit the first and second back flanges from moving relative to one another when the building component experiences the uplift forces.

Abstract: An adjustable hangar for attaching an elongate beam to a structural building member includes a lower module and an upper module that are engaged with one another in a vertically reciprocal manner. The lower module includes a pair of parallel side panels spaced apart from one another and a lower beam support web. The upper module includes a top panel opposite the support web and a pair of opposite side members. The upper module further includes an upper support flange substantially parallel to the support web. In one embodiment, the upper module side members engage with the lower module in a vertically slidable relationship and define a beam receipt channel therebetween. When a beam is installed in the receipt channel, the upper and lower modules are adjusted vertically to trap the beam between the upper panel and support web with the beam circumscribed by the hanger.

Abstract: A connector attached to the end face of a supported member where fasteners are driven through the connector into the end face of the supported member, and then the supported member with the attached connector is positioned to interface on the supporting member with jutting peripheral attachment areas of the connector exposed and available for receiving fasteners that will attach the connector and the fence stringer to the supporting member.

Abstract: Installation and construction methods for installing a wall panel are provided. The wall panel includes a surface member and a long joint member that extends horizontally, is fixed to one plate surface of the surface member, and is joined to a pair of wooden columns. The method includes: disposing the joint member between the pair of wooden columns; joining both longitudinal ends of the joint member to respective side surfaces, facing each other, of the pair of wooden columns; installing the wooden beam between the pair of wooden columns and adjusting erection of the wooden columns; and fixing an edge of the surface member to front surfaces of the pair of wooden columns and the wooden beam.

Abstract: A masonry veneer support assembly for mounting masonry veneer to supporting wall structure. The support assembly has a first shelf angle, a second shelf angle, and a first shelf angle mounting bracket. Each shelf angle mounting bracket has an upwardly extending back that mounts to the supporting wall structure, and a web extending forwardly away from the wall structure. The web has first and second shelf angle mounting seats formed therein. The first shelf angle mounting seat is upwardly spaced from the second shelf angle mounting seat. A second shelf angle mounting bracket may be spaced apart horizontally from the first shelf angle mounting bracket.

Abstract: A hanger for connecting a structural member to a structural support including a base sized and shaped for receiving the structural member thereon. First and second side panels extend upward from the base. First and second back panels each extend from a respective one of the side panels. First and second top flanges each extend from a respective one of the back panels. An opening in one of said first and second side panels and said first and second back panels is configured to receive a fastener to attach the hanger to one of the structural member and the structural support. A slot is adjacent the opening. An area between the opening and the slot defines a yieldable portion selected to deform at a load that is less than the shear load capacity of the fastener when received through the opening for connecting the hanger to one of the structural member and the structural support.

Abstract: A shaft member having an engaging part at a lower part is formed to project from a front edge part of a plate-like fitting main body having a required thickness, and an engaging member having an engaging part at a lower part is mounted to a tip surface of the shaft member, the engaging parts communicating with each other, wherein the fitting main body has a gripping part formed of a through-hole at a central part and pin insertion parts which are formed collinearly in the vicinity of an upper edge part and a lower edge part at a rear side of the fitting main body, and wherein a shaft-member insertion part resisting shear stress is provided at a portion different from the pin insertion parts formed on the upper edge part and the lower edge part.

Abstract: A high-strength thermally-isolating surface-mounted anchoring system for a cavity wall is disclosed. The thermally-isolated anchoring system is adaptable to various structures, including high-span applications, and for use with a split tail veneer tie. The anchoring system includes an anchor base and a stepped cylinder which sheaths the mounting hardware to limit insulation tearing and resultant loss of insulation integrity. The anchoring system is thermally-isolated through the use of multiple strategically placed compressible nonconductive seals or elements. Seals are also provided to preclude penetration of air, moisture, and water vapor into the wall structure.

Abstract: A hanger for supporting a held member from a holding member is provided with a seat member adapted for supporting the held member, first and second side members connected to the seat member, the first and second side members having lower portions and upper portions, the lower portions of the first and second side members each having inner an face and an outer face with the inner faces facing each other, and the upper portions of the first and second side members being connected to first and second back flanges respectively, the upper portions of the first and second side members each having an inner face and an outer face, and the first and second back flanges being adapted to be connected to the holding member by a plurality of fasteners, wherein the inner faces of the lower portions of the first and second side members and the inner faces of the upper portions of the first and second side members form reflex angles with each other.

Abstract: Apparatus and methods for pivotally coupling a joist to a fixed structure are described. In one embodiment, a support hanger assembly comprises a joist bracket for fastening to the joist, a support bracket comprising a support bracket base configured to be mounted to the fixed structure and at least one flange extending from the support bracket base for coupling to the joist bracket, and a connecting member for pivotally coupling the joist bracket and the support bracket.

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: One possible embodiment of the invention could be a construction spacer for holding boards in a parallel and spaced-apart manner comprising a Y-shaped base having a first and second base ends, the first base end forming a C-shaped aperture; a pair of spaced apart J-shaped attachment arms that perpendicularly attaches to the first base end and further forms hook portions that together can hold a first board; a pair of lateral support arms that extends outward from the first body end; an L-shaped attachment arm that perpendicularly attaches to the second base end and forms a catch that can hold a second board parallel to the first board, wherein the C-shaped aperture can accept a second base end of another construction spacer to allow a plurality of construction spacers to be connected together in tandem order.

Abstract: A hanger for a cementitious building unit including: a first hanger component having: a body; and at least one first interlocking portion arranged in (a) predetermined position(s) on the body of the first hanger component a second hanger component including: a body; at least two second interlocking portions arranged in (a) predetermined position(s) on the body of the second hanger component; and an overhanging portion adapted to abut a building support surface wherein the first interlocking portions and second interlocking portions are complimentary to each other and provide for vertical height adjustment of the first hanger component in relation to the second hanger component; and the first hanger component also has at least one first connecting portion for a tension tie for anchorage within the cementitious building unit.

Abstract: An adjustable joist hanger including a mounting foot having a substantially planar lower abutment surface, the mounting foot having at least one attachment opening to attach the mounting foot relative to a surface and at least one, at least partially threaded member extending therefrom, a substantially U-shaped joist carrier adapted to receive a portion of a joist and mounted for movement relative to the at least one, at least partially threaded member and an adjustment mechanism for adjusting the joist carrier relative to the mounting foot.

Abstract: The system for fixing a panel to a edge of an element of a supporting structure includes a clip having a shoe with a U-shaped cross-section and a first sidewall connected by a hinge-plate to a second sidewall. There is a connecting part having a flat part and a substantially cylindrically shaped stud extending along an axis of the stud perpendicular to a main plane of the flat part. The stud includes a first end fastened to a bottom face of the flat part and a head fastened to a second end of the stud. The head can have a rectangular, oval or elongate cross-section. A small dimension of the cross-section of the head is smaller than a width of the slot of the clip, and a large dimension of the cross-section of the head is larger than the width of the slot of the clip.

Abstract: A saddle hanger for connecting at least one bracing member to a truss chord includes a base having a first end portion for receiving a bracing member and an adjacent portion for receiving a truss chord. A projecting element extends from a transverse edge of the base portion, and has a width narrower than the transverse dimension of the hanger base. A plurality of flanges extends upward from side edges of the base and defines with the base a channel for receiving one of the truss chord and bracing member. The saddle hanger can be formed from a stamped metal blank, with portions of the saddle hanger being nested in side-by-side relation to minimize the amount of material used.

Abstract: A metal deck kit for erecting a metal deck appurtenant a residential structure. The kit includes a plurality of metal components including support posts, girders, joists, bridging elements, rim tracks, ledgers, along with various connectors, stiffeners, adapters, and brackets for connecting the components together to form a metal deck. Vibration or shock absorbing pads are included for use between various components to reduce shock and vibration transmission through portions of the metal deck. A method of forming a metal deck using these components is also provided.

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 bracket system kit for assembling playground equipment may include some or all of 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 can secure horizontal deck support beams to vertical frame beams at first points along the vertical frame beams. The vertical frame brackets can attach to at least two adjacent vertical frame beams at second points above the first points. Horizontal frame brackets can interconnect with vertical frame brackets. Swing brackets can 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 two ladder brackets can connect a ladder to one of the horizontal deck support beams.

Abstract: A break away connector system is provided for coupling together structural elements, such as a firewall and a floor or ceiling. The break away connector system comprises a support member and a fusible member. The support member is connectable to a firewall for securing a floor or ceiling to the firewall. The break away connector system further comprises at least one securing member for connecting the floor or ceiling to the support member. The fusible member has a lower melting point than the support member. The support member is configured such that when the fusible member is weakened by heat, the floor or ceiling is slidably releasable from the support member. In a further embodiment, a method is provided for constructing a firewall connection system.

Abstract: The present invention is a light steel framed metal joist including an adjustable connector fastened to the joist web that allows one to adjust the length and angle of the joist when attaching to floor and wall systems. The adjustment allows one to install end connectors onto the joists prior to installation while retaining flexibility of orientation during construction. The joist functions in both web bearing and bottom chord bearing configurations. A flat plate distributing member allows one to design a floor system without having to coordinate the positioning of the joist with wall studs. Angle or U shaped members can be fastened to the lower portion of the flat plate distribution member to support joists during construction. The invention further provides a seamless fire stopping system with consideration for acoustic dampening.

Abstract: A bracket that supports a precast structural element of concrete has: a first support part that casts at least partly into a support element of concrete; a bracket part movably fastened to the first support part by bolts, the bracket part having first through holes which are penetrated by the bolts, and the first support part having threaded holes for the bolts, the bolts having an outer diameter that is smaller than the inner diameter of the through holes in the bracket part to fasten the bracket part in various positions with respect to the first support part; and a second support part to cast at least partly into a precast structural element of concrete and to support on the bracket part. The second support part has a support plate having a slot with a second support surface for support on a first support surface of the bracket part.

Abstract: A deck drainage system includes a bracket. The bracket has three parts selectively separable from each other. These parts include a first portion, a second portion, and a central portion joining the first and second portions. The first portion has a first leg and a first arm disposed at an angle to the first leg. The second portion has a second leg and a second arm disposed at an angle to the second leg. The central portion is generally flat.

Abstract: A bracket for a building that includes a first building member, a masonry veneer disposed exteriorly of the first building member, and a second building member disposed exteriorly of the masonry veneer. The bracket includes a bracket body having a first portion for being coupled to the first building member and a second outwardly extending portion having a length sufficient to extend to at least about an exterior surface of the masonry veneer. A connector member extends through the bracket member, and at least partially through each of the first and second building members. A connector support extends through the bracket body and includes a sleeve having a passageway for receiving and supporting the connector member, wherein the bracket body and connector support are configured to distribute a load borne by the connector member on the masonry veneer over an area of the bracket body greater than the area of the connector.

Abstract: A construction system for building a home independently is provided that assists a sole home builder so that a modern home can be built without the use of heavy machinery or reliance on professionals.

Abstract: An apparatus for supporting brace members between a plurality of adjacent parallel spaced apart joists wherein each of the joists extends between top and bottom edges comprises a joist engaging cup adapted to receive one of the top or bottom edge of the joist therein and a brace supporting platform angularly extending from each side of the cup in a direction towards the other of the top or bottom edge of the joist. A plurality of brace members may be sized to be received on the brace supporting platforms and extend diagonally between a top and bottom edges of adjacent joists.

Abstract: An apparatus for supporting adjacent parallel spaced apart joists from a perpendicular beam. Each of the joists extends between first and second ends and has top and bottom edges. The apparatus comprises an elongate member sized to extend between a first end proximate to a top edge of a first joist and a second end proximate to a bottom edge of an adjacent joist. The apparatus further comprises a joist support platform extending from the second end of the elongate member adapted to receive a bottom edge of a first joist thereon, at least one bottom beam engaging panel extending from the joist support platform and a joist cap extending from the first end of the elongate member adapted to overly a top edge of a second joist adjacent to the first joist.

Abstract: A bracket that supports a precast structural element of concrete has: a first support part that casts at least partly into a support element of concrete; a bracket part movably fastened to the first support part by bolts, the bracket part having first through holes which are penetrated by the bolts, and the first support part having threaded holes for the bolts, the bolts having an outer diameter that is smaller than the inner diameter of the through holes in the bracket part to fasten the bracket part in various positions with respect to the first support part; and a second support part to cast at least partly into a precast structural element of concrete and to support on the bracket part. The second support part has a support plate having a slot with a second support surface for support on a first support surface of the bracket part.

Abstract: A subassembly is positioned transverse in between two adjacent roof elements or wall elements. The subassembly includes a bracket; a construction element; and a fastener securing the bracket to the construction element. An extension tab of the bracket extends over a top surface of a roof element or a wall element. Multiple ones of the brackets installed in a roof element or a wall element define a line of compression blocking.

Abstract: Apparatus and methods for pivotally coupling a joist to a fixed structure are described. In one embodiment, a support hanger assembly comprises a joist bracket for fastening to the joist, a support bracket comprising a support bracket base configured to be mounted to the fixed structure and at least one flange extending from the support bracket base for coupling to the joist bracket, and a connecting member for pivotally coupling the joist bracket and the support bracket.

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 roof panel structure having a purlin comprising a truss, the truss having a substantially horizontally disposed top surface. A nailer board is attached to the top surface, and a first subpurlin is attached to the nailer board and is extends at least partly along the top surface such that the first subpurlin is arranged to be supported by the top surface. The nailer board is arranged vertically on the top surface.

Abstract: A corrosion resistant, metal building construction connective hardware for installing wall sheathing, siding, and roof decking 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 foundation mudsill to install sheathing; to the bottom edge of sheathing to install siding; and to each roof rafter tail-end to install the roof decking.

Abstract: The present invention provides a clip having a general T-shape. The clip may be mounted to a deck board structure for engagement with a joist. The clip may include a base for mounting to a structure, such as a deck board, and barbs located on the base. The clip may also include a pair of supporting arms having clamping tabs with barbs. The barbs of the base and the clamping tabs may grip onto a joist. The clip may also include an aperture that is capable of connecting the base to the deck board. Once assembled with the deck board and joist, the clip may remain completely hidden from view after deck completion.

Abstract: An improved metal or steel header frame is provided for use in a metal framed building wall or the like, wherein the header frame is adapted for quick and easy installation to span a framed opening such as a door or window opening in the building wall. The improved header frame includes a pair of metal bracket clips adapted for screw-on and/or bolt-on attachment to a pair of jamb studs disposed at opposite sides of the door or window opening. These bracket clips define support lands for vertically supporting opposite ends of an elongated header stud which can be quickly and easily seated thereon to span the door or window opening, and attached thereto by one or more suitable fasteners such as screws.

Abstract: A post member includes a side surface, and a beam member includes a side surface and an underside edge surface. The beam member is attached to the post member using a multi-piece hanger including a first L-shaped bracket with a first mounting flange attached to the side surface of the post member, and a second L-shaped bracket with a second mounting flange attached to the side surface of the beam member. The first L-shaped bracket further includes a first interlocking flange supporting the underside edge surface of the beam member. The first interlocking flange includes an extending tab member. The second L-shaped bracket further includes a second interlocking flange positioned adjacent the first interlocking flange. At a bend of the second L-shaped bracket, at least one slot is provided which is sized and shaped to receive the extending tab member.

Abstract: A connection made with a multi-purpose connector that can act as a holdown or tension tie and transfer tension, uplift, or lateral load, between a minimum nominal 2×4? wood framing member and a ½? diameter anchor. The anchor may be tied to a concrete foundation, another connector of the same type, a wood framing member, or other supporting members.

Abstract: A vibration isolating mounting clip which is used to mount a furring channel to a mounting surface, which is then further loaded with a finishing substrate via the furring channel consists of a resilient bent metal strip. The resilient bent metal strip has a first end and an opposing second end, and a transition portion shaped to fit the furring channel. Through different aspects of the invention either the first end, or the first and second end is mounted to the mounting surface. The resilient bent metal strip has a stiffness and shape such that when the furring channel is positioned in the resilient bent metal strip, and the resilient bent metal strip is mounted to the mounting surface, and a finishing substrate is loaded on the furring channel, the furring channel does not contact the mounting surface. Between the ends of the resilient bent metal strip, and the furring channel, are one to several bends, towards and away from the mounting surface to achieve the desired resiliency.

Abstract: The end of a transversely extending beam mates to a wall structure by a self-releasing structural assembly. It has a first portion anchored to the wall. A second, fireproof and non-thermally degradable, portion sticks out from the wall. It defines a seat for receiving vertical shear loads from the beam. The assembly also includes a thermally degradable member keyed to the second portion. Both portions have slots for beam end fasteners. The beam fasteners squeeze the end of the beam, the support bracket seat, and the consumable, thermally degradable member in compression. When exposed to heat or flame the consumable, thermally degradable member softens, releasing the tension in the beam end fasteners, and releasing the compression in the parts. The end of the beam can then move away from the wall. The consumable member can be inspected, replaced, and the beam fasteners re-tensioned, without unseating the beam end.

Abstract: The end of a beam is joined to a wall structure by a self-releasing structural assembly. The self-releasing structural assembly has a first portion that is anchored to the wall. A second portion sticks out from the wall. This portion is fireproof and non-thermally degradable. It defines a seat for receiving the beam end. The assembly also includes a thermally degradable member mounted to the second portion. In normal use the beam fasteners squeeze the end of the beam, the support bracket seat, and the consumable, thermally degradable member in compression. When exposed to heat or flame the consumable, thermally degradable member softens, releasing the compression in the structural sandwich of parts. The end of the beam is then able to translate away from the wall structure. The consumable member can be inspected, replaced if necessary, and the beam fasteners re-tensioned, without removing the beam end from the seat.

Abstract: A moment resistant building column insert system is provided that enables the erection of beams to columns, and the installation and pretension of connection bolts possible in a single stop to each beam-column joint in the field. Included is a building column insert with pre-hardened structural filler inside, and a pattern of through-holes transverse to the insert length, where the insert has threaded elements disposed inside and concentric to erection holes in the pattern. The insert is disposed inside a building column. Erection bolts installed to the erection holes to hold the beam in place against the column with the holes in the beam mounting plate, the column and insert aligned. Connection through-bolts are installed and pretensioned to provide the connection strength needed to make a beam-column moment joint rigid. Without the pre-hardened structural filler in the insert the column would deform or crush due to the bolt pretensioning.

Abstract: The Dual Tension Connector (DTC) is a metal connector used for tying a wood or steel railing stanchion to a structural framing member. The DTC is designed to resist force applied to a railing stanchion in any direction. It is a one-piece solution for railing stanchion connections that requires no welding or separate washers. The DTC consists of a rectangular shaped section that can be attached to a structural framing member, and two elongated strap members located on each side of the rectangular shaped section. Each elongated strap has two seat members, and two triangular-shaped side members with seat members that are integrally connected. The seat members are located in such a manner so they may be folded, and locked together to act as one unit in resisting tension forces applied to the DTC.

Abstract: An improved connector and connection joining a plurality of supported structural members, preferably four roof trusses or rafters to a supporting structural member, preferably a header or girder truss. The connector is formed with a plurality of seat members, preferably four, that are joined to back member sections at angular junctures stiffened by shallow embossments. Variations can have three or five seat members.

Abstract: An article of flashing for a deck includes a channel with a back leg, a first side leg, and a second side leg and further includes an attachment flange fixedly connected to the channel where the channel is adapted to receive decking. A deck flashing system includes a deck with a surface and at least one edge, decking forming the surface of the deck, and flashing extending along the at least one edge, the flashing having a channel adapted to receive the decking. A method of trimming a deck includes erecting deck framing, installing decking on the framing, and installing flashing on at least one edge or the entire perimeter of the deck.

Abstract: A joist hanger typically includes one or more teeth which can be manually pressed into a header to hold the joist hanger in place on the header to free up a worker's hands so that a worker can nail the joist hanger to the header without having to manually hold the joist hanger in place while driving the nails. The joist hanger may also include a height-setting tab configured to engage the bottom of the header to set the height of the joist hanger relative to the header. The tab may be a break-off tab to allow the joist hanger to be used without the tab if desired.

Abstract: A structural support device for supporting a joist relative to a support, wherein the joist has a web and a bottom, may include a hanger assembly having a seat configured for resting the bottom of the joist thereon, a side portion extending therefrom, and a securing portion extending from the side portion for securing the device to the support, and a web brace assembly operably extending from the hanger assembly at a junction and configured for articulation between a pre-adjusted position and an adjusted position to adjustably engage and align with the web of the joist. A method of making and using are also provided.

Abstract: A steel structural member is secured to a vertical cast concrete member or wall by a connector system including a fabricated steel receiver embedded within the wall. Embedded anchors are attached to the receiver which has upper and lower front wall portions flush with the concrete wall and define a front opening. A support bracket has a horizontal plate attached to the beam and a vertical plate which fits through the front opening within the receiver. The bracket is attached to the beam which is then elevated, and the vertical plate is inserted through the opening into the receiver. The beam and vertical plate are then shifted downwardly until opposite upper and lower edge portions of the vertical plate are blocked by the front wall portions of the receiver. In the illustrated embodiment, the front opening and vertical plate are generally rectangular with the opening wider than the plate.

Abstract: An apparatus for connecting framing components of a building structure to a foundation wall includes a connector having a generally L-shaped cross-section. The connector is configured to be secured to the foundation wall. The connector has a joist shelf configured to support one or more floor joists and a ledge configured to support one or more wall sheathing panels.

Abstract: A saddle hanger for connecting at least one bracing member to a truss chord includes a base having a first end portion for receiving a bracing member and an adjacent portion for receiving a truss chord. A projecting element extends from a transverse edge of the base portion, and has a width narrower than the transverse dimension of the hanger base. A plurality of flanges extends upward from side edges of the base and defines with the base a channel for receiving one of the truss chord and bracing member. The saddle hanger can be formed from a stamped metal blank, with portions of the saddle hanger being nested in side-by-side relation to minimize the amount of material used.