Abstract: A modular seamless corner component for providing a corner to a structure without having to compromise between structural integrity and energy efficiency. The continuous insulation and structure of the modular seamless corner component provide for a stronger corner because there are no seams to magnify stress and provide for a high energy efficiency because there is no thermal bridging.

Abstract: A cold formed anchor for use in an insulated cavity wall includes a unitary body formed with a driver portion and having large and small diameter portions. The driver portion may be formed with structure for connecting a veneer tie to the anchor. A method of making the cold formed anchor includes cold forming a driver portion and a reduced diameter portion from a blank.

Abstract: An interlocking paver system including polygon and spacer pavers. The polygon paver has a longitudinal axis extending from a first to a second side and a transverse axis orthogonal to the longitudinal axis and extending from a third to a fourth side. The spacer paver has a longitudinal axis extending from a first to a second side and a transverse axis orthogonal to the longitudinal axis and extending from a third to a fourth side. Both the polygon and spacer pavers are symmetrical about the longitudinal and transverse axes. The spacer paver is configured to selectively interlock with the polygon paver with either of the third or fourth side of the polygon paver adjacent either of the first or second side of the spacer paver and either of the first or second side of the polygon paver adjacent either of the third or fourth side of the spacer paver.

Abstract: An anchor for stabilizing an object includes an anchor block having a body portion, a pair of wing portions extending from the body portion, and a coupling-channel located in the body portion. The coupling-channel is configured to couple the anchor block to an anchor rod. The anchor block is generally trapezoidal in a view. The wing portions include a first plurality of sloping ribs extending from body portion and a plurality of recesses disposed between the sloping ribs.

Abstract: A clip having a plurality of locking ribs disposed on a front surface for engaging a mounting surface; a mounting channel disposed in a rear surface; the mounting channel adapted to receive a securing member for securing the clip to the mounting surface; a flange extending outwardly from a side surface, wherein the flange includes an engaging surface having a ridge portion and a recess portion; whereby the ridge portion of the flange is received into a complementary recess portion of a flange on a second clip, and the recess portion receives a complementary ridge portion of the flange on the second clip for interlocking engagement between clips.

Abstract: A high-strength pullout resistant pintle veneer tie and anchoring system employing the same is disclosed. The high-strength veneer tie utilizes modified 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 veneer tie hereof, when part of the anchoring system, interengages with receptor portions of a wall anchor and is dimensioned to preclude significant veneer tie movement and pullout. The veneer tie is installed within the wall anchor through a swinging motion, fully securing the veneer tie within the anchor.

Abstract: A decorative wall system comprises a supporting wall, a thin brick element with a mortise formed therein and a dovetail tenon clip with fastening means for insertion and retention in the mortise whereby the brick element is attached to the supporting wall. The dovetail tenon clip has a longitudinal space to enable the sidewalls to be pressed inwardly to collapse the space.

Abstract: An anchoring system for cavity walls is disclosed and includes a wall anchor and a high-strength partially compressed veneer tie. The anchor preserves the insulation integrity by sealing the insertion points in the inner wythe. The veneer tie utilizes ribbon cavity portions that are cold-worked and vertically compressed, 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, preclude pullout and shed moisture and mortar within the cavity.

Abstract: A high-strength disengagement prevention pintle veneer tie and anchoring system employing the same is disclosed. The high-strength veneer tie utilizes modified compressed wire formatives 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 veneer tie hereof, when part of the anchoring system, interengages with wall anchor and is dimensioned to preclude veneer tie movement and pullout through the use of the U-shaped securement portions. The veneer tie is installed within the wall anchor through a swinging motion, in either an over and through or under and through the anchor installation, fully securing the veneer tie within the anchor and providing flexibility during installation.

Abstract: Façade insulation with at least one support rail which is arranged on an outer wall of a building, and with a multiplicity of heat insulation panels which are supported by the support rail. The support rail is spaced from the outer wall by at least two spacers. To transfer the weight of the heat insulation panel to the outer wall, at least two tension brackets are provided which can each be fixed with a first end to the support rail and with a second end to the outer wall. A mounting kit holds heat insulation panels on an outer wall of a building. The mounting kit includes at least one support rail, at least two spacers, at least two tension brackets and at least one wall fixing element.

Abstract: A high-strength 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 lateral, vertical and horizontal movement.

Abstract: Thermally-isolating wall anchors and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the wall anchor, which is interconnected with a wire formative veneer tie. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated wall anchors provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.

Abstract: A thermal clip attachment apparatus and methods for using the thermal clip attachment with a masonry veneer anchor system are disclosed. The thermal clip attachment may be a composite piece that attaches to the part of a stud that protrudes from an inner structural supportive wall after the stud is advanced into the wall. The thermal clip attachment serves as a thermal break between the stud and an outer masonry veneer wall. Further, the thermal clip attachment also serves as an attachment point for a wire tie, which allows a positive lateral load connection to be established between the outer masonry veneer wall and the inner structural supportive wall.

Abstract: A port anchor system and method for anchoring and cementing adjacent and often separated leaves (layered structures) of masonry. The method and various embodiments have the capability of being used for anchoring, cleaning and flushing of old mortar, and injecting grout into internal masonry voids, thereby tying and re-cementing or cementing the masonry mass back together. Various embodiments of anchor systems are provided for performing the various methods, more particularly, some of the embodiments describe port anchors which are used to clean and flush the old mortar and then grout fill the void between adjacent masonry leaves while other embodiments are used to grout fill the void.

Abstract: A channel anchoring system for cavity walls is disclosed and includes a channel anchor and veneer tie. The anchoring system is used in conjunction with building structures that have a masonry construction veneer anchored to a steel stud frame or a masonry backup wall. The channel anchoring system secures both the veneer and the insulation to the framing or backup wall. The channel anchor includes a pocket compartment for the insulation that provides a non-invasive means for securing the insulation, thereby maintaining the insulation integrity.

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 construction method for insulating a building exterior. The method includes fixing an L-shaped anchor provided with a vertical portion and a horizontal portion on a building exterior wall, fixing a bracket, and fixing a plurality of lightweight stone insulating panels. The bracket includes a horizontal support portion, an upward fixing portion bent upward from the horizontal support portion, a downward fixing portion bent downward from the horizontal support portion, and an extending support portion extending forward from the horizontal support portion to the L-shaped anchor. The lightweight stone insulating panels includes an insulating board, a stone plate attached to a front surface of the insulating board, and a reinforcing board attached to a rear surface of the insulating board to the building exterior wall. The stone plate is supported by the extending support portion.

Abstract: A hybrid wall reinforcement wall anchoring system is described for use in masonry cavity walls. The reinforcement and anchor is hybrid device installed within the backup wall and interlocked with novel veneer ties. The novel veneer ties are wire formatives and are manually connected and interlocked with the anchor. Once interlocked and installed within the cavity wall, lateral, vertical and front-to-back veneer tie movement is limited, strengthening the cavity wall structure. The inclusion of a reinforcement wire within the veneer tie and the exterior wall provides a seismic structure.

Abstract: A columbarium having a framework of a plurality of horizontally spaced vertical risers and a plurality of vertically spaced horizontal members defining a plurality of niches arranged in substantially horizontal rows and substantially vertical columns. Each of the horizontal members comprises a front rail connected to a bent plate shelf. A plurality of shutters is removably mounted over the plurality of niches by a concealed mounting system. The concealed mounting system permits the shutters to be movable about three axes of rotation as well as vertically and horizontally with respect to the horizontal members.

Abstract: A connector for coupling a veneer panel to a back-up comprises a support member comprising a mounting flange adapted for securing the support member to said back-up wall, and first and second support member side walls extending outwardly from the mounting flange. The first and second support member side walls define at least one generally horizontal slot when the support member is secured to the back-up wall. The connector further comprises a veneer connector configured for non-rotational sliding receipt in the generally horizontal slot and adapted to support a generally horizontal edge of said veneer panel when the veneer connector is received in the generally horizontal slot and when the support member is secured to the back-up wall.

Abstract: Visible and concealed cladding systems used for attaching laminate panels to building structures are provided. The visible cladding systems comprise tracks and sliding clips to slide the laminate panel into the desired location on the building wall. The concealed cladding systems comprise hanger elements to attach a laminate panel to the building wall.

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: 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 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: The invention is an insulated wall panel system having structural elements that may be used as an exterior façade to a building. The insulated wall panel system provides a finished exterior surface, a structural component, and an insulation factor. The wall panel system may be used in new construction or in existing buildings. The wall panel system has an insulation layer, a middle cement layer, and an outer veneer layer. The outer veneer layer may include brick, stone, tile, or other material as a finished surface. The insulated wall panels may be attached directly to the studs or other structural element of a building.

Abstract: A connector for coupling a veneer panel to a back-up comprises a support member. The support member comprises a mounting flange adapted for securing the support member to said back-up wall. The support member further comprises first and second support member side walls extending outwardly from the mounting flange. The first and second support member side walls define at least one generally horizontal slot when the support member is secured to the back-up wall. The connector further comprises a veneer connector configured for non-rotational sliding receipt in the generally horizontal slot and adapted to support a generally horizontal edge of said veneer panel when the veneer connector is received in the generally horizontal slot and when the support member is secured to the back-up wall.

Abstract: Thermally-isolating veneer ties and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the veneer tie, which is interconnected with a sheetmetal surface-mounted wall anchor. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated veneer ties provide an in cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.

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 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 restoration anchoring system for use in cavity wall structures having an inner wythe and an outer wythe that requires remediation or re-anchoring is disclosed. The anchoring system employs a three-part system that is installed within the existing bed joints of the outer wythe to reattach and re-anchor the outer wythe to the structural inner wythe. The three-part system includes a helical dowel, a seismic T-clip and a reinforcement member. The helical dowel is self-threading and self-drilling. When the three-part system is installed within the outer wythe and attached to the inner wythe, the system is captively embedded in the outer wythe thereby providing a seismic construct.

Abstract: A spacer for an anchor includes a base having first and second sides. The first side is adapted for engagement with an anchor. At least two spikes extend from the second end of the base. An opening is provided within the base.

Abstract: A tubule assembly for thermally isolating a surface-mounted wall anchor and an anchoring system employing the same are disclosed. The thermally-isolated tubule assembly is adaptable to varied anchor 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 tubule assembly is thermally-isolated through the use of a series of strategically placed compressible nonconductive fittings and set within the perimeter of the anchor base. Seals are formed which preclude penetration of air, moisture, and water vapor into the wall structure.

Abstract: A wall panel system includes a first wall panel and a second wall panel. The first wall panel has a first groove extending along a first end portion and a second groove extending along a second end portion. The second wall panel has a third groove extending along a third end portion. The wall panel system further includes a spline including first and second spline tongues, wherein the first spline tongue is mateable with the first groove and the second spline tongue is mateable with the third groove.

Abstract: Laminated flooring panels include decorative motifs, mechanically embossed-in-registration surface textures, recessed perimeters, and locking mechanisms. The locking mechanisms facilitate the alignment of adjacent flooring panels. Adjacent flooring panels substantially aligned allow embossed-in-registration patterns to be substantially continuous across adjacent flooring panels. The recessed perimeter prevents the edges of the flooring panel from prematurely wearing. Individual flooring panels within the flooring system may comprise at least one partial sub-panel having a decorative motif and/or embossed surface texture that is complementary with a decorative motif and/or embossed surface texture of a neighboring partial sub-panel.

Abstract: A columbarium having a framework of a plurality of horizontally spaced vertical risers and a plurality of vertically spaced horizontal members defining a plurality of niches arranged in substantially horizontal rows and substantially vertical columns. Each of the horizontal members has a substantially planar web extending between a front rail and a back flange. A plurality of shutters is removably mounted over the plurality of niches by a concealed mounting system. The concealed mounting system permits the shutters to be movable about three axes of rotation as well as vertically and horizontally with respect to the horizontal members.

Abstract: A masonry anchor and method of use for connecting first and second spaced-apart walls defining a cavity therebetween, the anchor including an anchor bracket including a slot and a pintle engaging and carried by the anchor bracket and extending outwardly from the anchor bracket and bridging a cavity between the first and second walls. The pintle includes first and second laterally spaced-apart hooks for being positioned and locked in the slot of the anchor bracket. The hooks have a nominal spacing between them that is greater than a width of the slot, and are deformable into a position wherein the hooks are spaced apart by a distance that is less than the width of the slot for allowing the hooks to be inserted into the slot, and have sufficient positional memory to return from its deformed position to its nominal spacing when manual pressure is released.

Abstract: In a method for connecting a reinforcement or facing of hydraulic-setting material of cement mortar mixture or concrete mixture on a structural component, a multi-layer reinforcement mat is attached to a structural component. A smoothing cement of hydraulic-setting material is filled into outer fabric layers of the reinforcement mat. The smoothing cement is allowed to set to form a substitute formwork. Into the space between the substitute formwork and the structural component a flowable cement mortar mixture or concrete mixture is filled in.

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: Anchoring systems for use in cavity wall structures having an inner wythe constructed of interengaged composite panels and a veneer outer wythe are disclosed. The wall anchor is disposed within the juncture of the interengaged composite panels and fastened to the frame. The wall anchor maintains a strong interlock with the composite panels and backup wall, maintains insulation integrity and limits thermal transfer, without obstructing the juncture of the composite panels. The anchoring system interlocks with varied veneer ties, allowing vertical and horizontal adjustment for alignment with the bed joints. The anchoring system for composite panels provides an economical, high strength, low weight, insulated backup wall construction for interengagement with a veneer outer wythe.

Abstract: A concealed mounting system for columbarium shutters and the like. The mounting system includes a top clip and bottom hangers secured to a back side of the shutter. Vertically spaced upper and lower tracks are disposed behind the shutter at its upper end and a lower end. Each track includes a forwardly extending channel and a downwardly extending channel. A locking screw is received within apertures disposed substantially perpendicular to the forwardly extending channel. A nut threadably receives the locking screw and is disposed in the forwardly extending channel, whereby upon rotation of the nut, the locking screw is caused to move vertically with respect to a bottom edge of the upper track for engagement and disengagement with the top clip. The bottom hangers are operably supported by the lower track.

Abstract: A wall tie being a steel rod having a first end and a second end, the first end having a tapered helical screw with a crimped stop located a predetermined length from the end thereof, the crimped stop adapted to retain a stopping means, e.g., a washer. The washer serves as a depth gauge such that when the wall tie is screwed into a stud and the washer reaches the stud it acts as a stop preventing the wall tie from further penetrating the stud.

Abstract: An insulating concrete form block adapted to be interlocked with other insulating concrete blocks to form an insulating concrete form for casting concrete. The insulating concrete block including a first foam panel and a second foam panel supported in a spaced apart, parallel relationship to form a concrete receiving cavity. Each of the first panel and the second panel having a top end, a bottom end, a first end, and a second end. The top end and the bottom end of each of the first and second panels having an outside row of a plurality of projections and an inside row of a plurality of projections. The projections of the outside row being spaced apart to define a plurality of recesses and the projections of the inside row being spaced apart to define a plurality of recesses with the projections of the outside row being adjacent to the recesses of the inside row and the recesses of the outside row being adjacent projections of the inside row.

Abstract: Anchor and reinforcement devices for a cavity wall are disclosed. The devices are combined with interlocking veneer anchors, and with veneer reinforcements to form unique anchoring systems. All the components of the system are wire formatives, including therewithin truss or ladder reinforcements and the eye extensions. The wall anchor portion of the device is fusibly attached to the exterior of the truss or ladder reinforcement by various metalworking techniques. Beyond the portions of the wire formatives inserted in the backup wall, the wire formatives are optionally reduced in height by cold-working thereof. The combined wall anchor and reinforcement devices are compressively reduced in height for spanning insulation mounted on the exterior of the backup wall. The low-profile portions are disposed between thick strips of insulation and maintain the insulative integrity thereof by preventing air leakage.

Abstract: A concealed mounting system for columbarium shutters and the like. The mounting system includes a top clip and bottom hangers secured to a back side of the shutter. Vertically spaced upper and lower tracks are disposed behind the shutter at its upper end and a lower end. Each track includes a forwardly extending channel and a downwardly extending channel. A locking screw is received within apertures disposed substantially perpendicular to the forwardly extending channel. A nut threadably receives the locking screw and is disposed in the forwardly extending channel, whereby upon rotation of the nut, the locking screw is caused to move vertically with respect to a bottom edge of the upper track for engagement and disengagement with the top clip. The bottom hangers are operably supported by the lower track.

Abstract: A seismic construction system for a cavity wall is disclosed. The system is shown in three exemplary applications—a masonry backup wall with ladder—or truss-type reinforcement cooperating with a snap-in wire tie; a masonry backup wall with ladder—or truss-type reinforcement with a high-span wall anchor cooperating with a low-profile, snap-in wire tie; and a drywall backup wall with internal insulation, a sheetmetal wall anchor, and snap-in wire ties. The snap-in wire ties accommodate a continuous reinforcing wire for the outer wythe, which reinforcing wire snaps into the wire housings therefor with a predetermined force. With the interconnected wall and veneer anchors and the respective reinforcing elements a seismic construct is formed.

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 joint device is installed between adjacent components during construction to provide a proper transition between the components. The joint device has a generally L-shaped configuration with a first leg of the device that may be mounted to the outer face of the inner wall of a cavity wall construction and in the cavity between the spaced walls. The second leg projects generally perpendicularly from the first leg and from the inner wall toward the outer wall adjacent the bricks at which the movement joint is located. The second leg of the joint includes a series of segments in which a terminal end portion of the second leg is joined to a remainder thereof by frangible connections or perforated joints. After the joint device is installed on the inner wall and the outer wall is constructed, the terminal end portion of the second leg is removed by being torn along the appropriate frangible joint depending upon the spacing between the components.

Abstract: A masonry anchoring system for use in commercial and residential construction is described. In one aspect, the invention includes a brick tie that interfaces the masonry veneer and interlocks with an anchor plate mounted on a structure.

Abstract: An anchoring system for cavity walls is disclosed and includes a stud-type wall anchor and veneer tie. The stud is comprised of high-strength, nonconductive thermally-isolating components that maintain the insulation R-values. The stud has a driver head, dual-diameter barrel, and driven tip. A flange at the juncture of the two barrels houses an interior seal; a flange under the driver head, an exterior seal. The smaller diameter barrel is coextensive with the drywall installation; the length of the larger diameter barrel, with the rigid insulation. The interior seal seals the insertion point into the drywall installation; 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. The wall anchor is clamped in place by the seals. The anchor operates with various of veneer ties.