Abstract: A stud system for supporting spray insulation to an exterior surface of a concrete structure is disclosed. The stud includes a wall abutting surface, and a laterally extending web for promoting adherence of foam insulation when applied to either side of the stud. The stud is attached to the structure by anchoring to one or more form ties protruding from the structure, or by driving fasteners into the structure. The stud also includes a second surface which can be used for attachment of exterior finishes such as vinyl siding or stucco.

Abstract: A mounting clip is described and which includes a clip body which has an aperture formed therein; and an engaging component is provided and which is received in the aperture and which moveably mounts the clip body to a first structural member and which facilitates the movement of the clip body along individual first and second paths of travel which are substantially normal one relative to another.

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: A masonry coupling system for use in commercial and residential construction is described. In one aspect, the invention includes an anchor channel mounted on a structure. The masonry coupling system further includes a key that interfaces the masonry veneer and interlocks with an anchor channel mounted on a structure.

Abstract: A system includes a back up wall and a veneer wall spaced from the back up wall. An anchor shaft has a first end secured to the back up wall, and a second free end of the shaft projects into a space between the back up wall and the veneer wall. A wing nut has a central barrel disposed on the shaft proximate the free end. The wing nut is spaced apart from a surface of the back up wall. A first generally planar side wing extends laterally from the central barrel of the wing nut. A second generally planar side wing extends laterally from the central barrel. The first side wing includes a first opening for receipt of a first wire tie leg, and the second side wing includes a second opening for receipt of a second wire tie leg. The wing nut is independently rotatable relative to the shaft to angularly orient the wings and thus the openings as desired.

Abstract: The log hanger assembly includes a first saddle support, a second saddle support and a saddle member that is pivotally attached to both saddle support. The first and second saddle support include arcuate base plates that are arcs about a log axis with an arc radius that is substantially equal to the log radius of the log to which the base plate and extends outward from the convex side of each base plate. The saddle member is pivotally attached to the posts of the saddle. The saddle member extends 180 degrees around a rafter or moist and has a saddle member axis that is substantially perpendicular to an axis of a log to which the saddle supports are attached.

Abstract: A universal system (100) for support and positioning of building structural support members (20, 30) includes at least one longitudinally extended base plate (110) and at least one fixing member (120, 122). The base plate (110) has a plurality of slotted openings (116) formed therethrough. The fixing member (120, 122) has a pair of longitudinally spaced upstanding support members (1202, 1222) defining a structural member receiving space (118) therebetween. At least one of the upstanding support members (1202) is formed with a pair angularly extending flanges (132) that are elastically angularly displaceable to pass through a respective slotted opening (116) having corresponding portions (1164) at a different angle (C), and then return to their original angle (D) to prevent reversibly passing back through the slot (116).

Abstract: A connector assembly for use in securely joining together elongated structural members, which extend angularly with respect to one another. The connector assembly is ideally suited for use in interconnecting wooden structural members that make up playground equipment for use by young children and includes specially designed connector plates that are uniquely designed to provide both longitudinal and transverse stability to the structure formed by the interconnected structural members. Each of the gripping plates is lanced out to form a plurality of penetrating tabs that are adapted to penetrate the structural members as the gripping plates are cinched down by through bolts so as to provide still further rigidity to the assembled structure.

Abstract: A connection in wood frame construction such as in frame walls of homes, wood framed apartment buildings and light wood framed commercial buildings. Specifically, the disclosure describes a pair of connectors for joining wall studs to a base plate and to a top plate for framing a wall. The two connectors used in the connection are identical and include an edge member for connection to the edge faces of the stud and the base or top plates, and a face member for engaging the lower face of the base plate or the upper face of the top plate. The face member is joined to the edge member and projects at a right angle thereto. The face member serves the dual purposes of locating the connected at the ends of the studs and of resisting tension forces.

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: A device for use in the installation of lightweight concrete roof systems includes a base element having a substantially flat portion and a wire tie. The wire tie extends from the base element and terminates at opposite ends which may be formed in a ring or loop. In use, the base element is mechanically fastened to the bar joist, through the steel deck, of the roof system. The terminal ends of the wire tie are secured to steel-welded wire reinforcement fabric overlying a layer of lightweight concrete, thereby securing the lightweight concrete to the steel deck of the roof system and preventing separation of the lightweight concrete due to external forces such as wind sheer.

Abstract: A hold-down for securing first and second support members in a portion of a building to an anchoring device extending from another portion of the building. The hold-down may include a first flange having securement apertures therethrough configured to receive fasteners adapted to secure the first flange to the first support member. A second flange may have securement apertures configured to receive fasteners adapted to secure the second flange to the second support member. A base may connect the first and second flanges and have an aperture sized and positioned to receive the anchoring device therethrough. The first and second flanges may be configured to be loaded substantially exclusively in tension by the anchoring device.

Abstract: An apparatus and method are disclosed for attaching a deck to a building. The apparatus and method disclose a deck bracket with an L shaped bracket, a solid bar, preferably threaded at both ends, and a sheath which would surround a support member of the building. The solid bar could be of various lengths, depending upon the structure to which it will be attached. The L shaped bracket has a support piece fixedly attached to the back side of its long, vertical side, and has a threaded bore through the support piece and L shaped bracket, with which to accept one of the threaded ends of the solid bar. The short, horizontal side of the L shaped bracket would hold one or more of the deck rim joists or deck supporting beams.

Abstract: A brick tie for interconnecting a brick wall with a back-up wall comprised of a plurality of spaced apart studs and a wall board secured to the studs wherein each stud includes a pair of opposed side flanges and a web formed between the flanges. The brick tie includes a plate having a series of spikes projecting from a backside. The spikes are adapted to be pushed into and through a portion of the wallboard so as to at least partially support the plate on the wallboard. Further, the plate is positioned on the wallboard such that it aligns with one side flange of a stud. Further, the brick tie includes a series of fasteners that are extended through the plate, through the wallboard and into the side flange of the stud. A loop or tie holder is secured or formed on the front of the plate. A tie is at least partially confined in the loop and the loop is of such a size that the tie can be vertically adjusted within the loop when the plate is secured to the wallboard.

Abstract: A bracket for use in retrofitting building panels to a structure is provided with forward, rearward and top walls which define a channel therebetween. The channel is sized and shaped to substantially enclose existing fasteners on the structure to substantially prevent lateral movement of the bracket along the existing building panels. The lower end portion of the bracket is shaped to marry the profile of the existing building panels. A single series of fasteners secure the new building panel to the bracket, the existing building panel and preferably the frame of the structure.

Abstract: A structural brace apparatus and method provides support between a primary building component and a secondary building component, the primary building component having X and Y axis deflections relative to the secondary building component. The brace includes a first support arm having a longitudinal axis, the first arm extending from and adapted to be secured to the primary building component, the first arm longitudinal axis being positioned at an intermediate angle between the primary building component X and Y axis deflections. The brace also includes a second support arm extending from and adapted to be secured to the secondary building component, the second arm has a slidable engagement with the first arm for reciprocative movement substantially parallel to the first arm longitudinal axis, wherein the brace is operative to reduce transmission of the X and Y axis deflections from the primary building component to the secondary building component.

Abstract: A connector for holding an internal muntin assembly away from a perimeter spacer of an insulating glass assembly until the assembler is ready to affix the muntin bar to the perimeter bar using an attachment device. The connector includes a positioning tab for holding the muntin bar away from the perimeter spacer to allow positioning of the muntin bar assembly until the positioning tab is moved relative to a baseplate so that the attachment device, such as thick double stick tape, is pressed to the perimeter spacer.

Abstract: A connector for interconnecting two building members together. The connector, in one embodiment, includes first and second plates secured together. Each plate includes one or more elongated slots wherein the elongated slots of one plate are oriented at an angle of approximately 90° with respect to the slots formed in the other plate. Fasteners extend through the slots in the plates and connect the plates of the connector to two building members such as a horizontal building member and a vertical building member. Once connected, one of the building members is free to move with respect to the other building member while the connector is connected to the two building members. In another embodiment, the connector is slidable within a track. In this embodiment, a portion of the connector extends from the track and connects to one of the building members while the track connects to the other one of the building members.

Abstract: A connection in wood frame construction such as in frame walls of homes, wood framed apartment buildings and light wood framed commercial buildings. Specifically, the disclosure describes a pair of connectors for joining wall studs to a base plate and to a top plate for framing a wall. The two connectors used in the connection are identical and include an edge member for connection to the edge faces of the stud and the base or top plates, and a face member for engaging the lower face of the base plate or the upper face of the top plate. The face member is joined to the edge member and projects at a right angle thereto. The face member serves the dual purposes of locating the connected at the ends of the studs and of resisting tension forces.

Abstract: A fitting to prevent movement during seismic activity between a building structure or the like and a rod and channel support or the like connected to said building which may include anti-torque means between the anchor and the channel for preventing rotation of the anchor about the rod. The fitting is directed to a specific slot design to permit ease in access around a rod of a rod and channel support or the like.

Abstract: The anchorage used at a corner part of woods includes a first anchorage including a first anchorage body; nails, punching on a long side plate of the first anchorage body; and nail insertion holes formed at the short side plate of the first anchorage body; and a second anchorage including a second anchorage body, forming via a bended part which overlaps with the short side plate of the first anchorage; nails, punching on a base plate of the second anchorage body; and nails formed in the shape of an overlapped pin, punching on an overlapped part of the second anchorage body so as to insert into the nail insertion holes of the first anchorage. Therefore, it can perform the attachment work easily; it can fix at the corner part by sufficient intensity; and it can attach to the corner part without forming a insertion hole for the bolt.

Abstract: A high-span anchoring system is described for a cavity wall incorporating a wall reinforcement combined with a wall tie which together serve a wall construct having a larger-than-normal cavity. Further the various embodiments combine wire formatives which are compressively reduced in height by the cold-working thereof. Among the embodiments is a veneer anchoring system with a low-profile wall tie for use in a heavily insulated wall. The compressively reduced in height wall anchors protrude into the cavity through the seams, between insulation strips, which seams seal thereabout and maintain the integrity of the insulation by minimizing air leakage. Further, the eye wires extend across the insulation into the cavity between the wythes, and each accommodates the threading thereinto of a wire facing anchor or wall tie with either a pintle inserted through the eye or the open end of the veneer tie. The veneer tie is then positioned so that the insertion end is embedded in the facing wall.

Abstract: The present invention provides for an improved method of fabricating trusses. The improved trusses are made from elongated, tubular members forming the chords and/or webs. A metal connector plate is used to connect the chords and webs to form the truss. Further, modifications of the connector plates are used to facilitate the connection of trusses into truss assemblies. Additionally, other modifications of the connector plates are used to facilitate the connection of the trusses to the supporting structure.

Abstract: A fitting to prevent movement during seismic activity between a building structure or the like and a rod and channel support or the like connected to said building which may include anti-torque means between the anchor and the channel for preventing rotation of the anchor about the rod. The fitting is directed to a specific slot design to permit ease in access around a rod of a rod and channel support or the like.

Abstract: A wall is constructed from precast concrete blocks stacked in tiers in which adjacent blocks are secured together to increase the strength of the wall. Anchors are embedded in the tops of at least some of the blocks. The ends of the blocks have vertical grooves which form a vertical opening when the ends of two blocks abut. The blocks in the tiers are offset so that the openings between blocks in one tier are positioned above the anchors on the blocks on the adjacent lower tier. The blocks in each tier are secured together by a tensioned cable extending through aligned passages in the blocks. Locking members are placed in the openings to secure the ends of the abutting blocks to an anchor in an adjacent lower block.

Abstract: A bow-reduced precipitator collector plate assembly and an appertaining method include a precipitator collector plate that contacts a spring-like stiffening element configured to be attached to a fixed anchor or an adjacent anchoring collector plate. The stiffening element is configured to apply a force in a direction normal to a primary plane, which is generally co-linear but opposite in direction of a direction of bowing, of the precipitator collecting plate.

Abstract: Wall anchor constructs and anchoring systems employing the same are disclosed. Each anchor is a sheetmetal construct utilizable with various wire formative veneer ties. In the wall anchor structures, the junctures of the legs and the base of the wall anchor are located inboard from the periphery of the wall anchor base. With the surfaces of the leg base and the anchor base coplanar, the leg insertion point is, upon installation, sealed thereby. This sealing precludes penetration of air, Moisture, and water vapor into the wall structure. Various embodiments showing wall anchor configurations with suitable veneer ties are provided.

Abstract: A building roof tie for attaching roof trusses and rafters to wood top plates in building structures, such roof tie having a sheet metal body with risers and a bridge for overlapping a rafter and flaps for wrapping on the sides of the top plate. A generally triangular shaped reinforcing wing provides strength and stability, and can also provide additional hold-down strength, allowing the roof tie to be manufactured from different weights of steel. Turnbuckles attached to the bridge provide additional hold-down strength against increased uplift forces. The roof ties are pitched to conform to a variety of framing applications. A plurality of apertures is formed in the roof tie to provide openings for fasteners for connecting the tie to the wood top plate and rafter.

Abstract: A reinforcing holder against vibrations for mounting on orthogonally joined architectural structural members for a wooden building so it can withstand vibrations from an earthquake. The reinforcing holder comprises a first reinforcing base member 1 which is formed on a steel plate bent by 90° and secured to a first architectural structural member and a second reinforcing member 2 formed of a steel plate bent by 90° which is arranged symmetrically with the first reinforcing base member 1 through a hinge 4 and secured to a second architectural structural member. The second reinforcing base member has absorbing members 3, each having rubber elasticity and being mounted at plurality of locations thereof, for securing to the second architectural structural member with the absorbing members 3 interposed.

Abstract: A roof panel clip that extends ten feet in length rather than the usual prior art one to two inches, enabling the clip to span the distance between two purlins to support roof panels over these distances. The extended length of the clip enables it to provide greater strength against uplift loads than that which was possible with the older narrower clips and this continuous clip can be installed more quickly than a series of the ususal smaller clips used to cover the same span.

Abstract: A high-span anchoring system is described for a cavity wall incorporating a wall reinforcement combined with a wall tie which together serve a wall construct having a larger-than-normal cavity. Further the various embodiments combine wire formatives which are compressively reduced in height by the cold-working thereof. Among the embodiments is a veneer anchoring system with a low-profile wall tie for use in a heavily insulated wall. The compressively reduced in height wall anchors protrude into the cavity through the seams, between insulation strips, which seams seal thereabout and maintain the integrity of the insulation by minimizing air leakage. Further, the eye wires extend across the insulation into the cavity between the wythes, and each accommodates the threading thereinto of a wire facing anchor or wall tie with either a pintle inserted through the eye or the open end of the veneer tie. The veneer tie is then positioned so that the insertion end is embedded in the facing wall.

Abstract: A method is provided for enabling an infrastructure, such as pipework or a bundle of electrical cables, to be passed directly through a wooden structural element without significantly weakening the structural element, rather than being routed around the structural element. A throughhole is provided in the structural element which extends between opposed sides. The method includes affixing to the wooden structural element a unitary reinforcement member including two spaced, parallel side plates joined together by a support plate. Each of the side plates has an opening therein as large as or larger than the throughhole. The reinforcement member is affixed to the wooden structural element by securing one of the side plates to each side of the structural element, with the opening of each of the side plates disposed so as to surround the throughhole.

Abstract: A panel clip assembly for use with skylight or roof panel systems and having allowance for reduced movement of panels both parallel and perpendicular to the seam formed by adjoining panels, together with improved allowance for rotational and pivotal movement of said panels. The panel clip includes a base member with a base plate and upward extending flanges; an interim mount member movably attached to the upward extending flanges of the base member by a pin assembly; and an upper clip assembly for receiving and constraining the panels. The upper clip member is movably attached to the mount member such that said clip member can slide in a direction parallel to the seam formed by adjoining roof panels. In addition, the mount member is capable of rotational movement in the plane of the panels and pivotal movement about the axis of the pin assembly.

Abstract: A deck attachment bracket attaching a deck to a building are provided. The attachment bracket is mountable to a concrete foundation of an existing house or other structure. The bracket includes a mounting surface for attaching the bracket to the structure, a support surface extending perpendicular to the attachment surface and at least one load transmission member interfacing the support surface to the attachment surface. The bracket further includes a deck joist retaining member attached to the support surface. The deck joist attachment member accepts a standard deck joist and allows the same to be adjustable retained therein. In one preferred embodiment, the deck joist attachment member is adjustably attached to the support member of the adjustment bracket to allow the deck joist retained in the joist retaining member to be adjustably spaced from the side of the house or other structure to account for a variety of siding materials and thicknesses.

Abstract: Side-welded 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. The components of each system are structured from reinforcing wire and wire formatives, including as part thereof truss or ladder mesh reinforcements, and provide wire-to-wire connections therebetween. Beyond the portions of the wire formatives inserted in the backup wall, the wire formatives are reduced in height by cold-working thereof. The combined side-welded 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 integrity thereof by preventing air leakage.

Abstract: A true retrofit hurricane and earthquake clip for connecting the roof rafter, to the outside sheathing and underlying top plate. The connector is composed of sheet metal including a base web and top web, connected by an arched saddle. The wide base web has a left and right side with nail holes for fastening to the outside sheathing. The base web holds the sheathing securely to the wall and prevents bowing out and lateral movement. The top web has left and right sides with nail holes for fastening to the widest edges of a rafter preventing uplift, outward thrusting, and twisting. The saddle connects the top web and base web, and forms a cradle for the bottom of the rafter. The angled saddle avoids any demolition of frieze boards or trim on the house, making for effortless installation. The connector is easily installed by a homeowner on existing houses with the saddle clasping the rafter and outside sheathing.

Abstract: An anchor system is disclosed in which one or more anchoring devices are used to secure a first member, such as a door frame, to a second member, such as a wall. The anchoring devices include a base platform and an attachment wall for attachment to a second member, such as a structural support member. First and second end walls of the anchoring device are formed at ends of the base platform. An engagement is provided on the base platform or elsewhere for connection of one anchoring device to another. The anchor system is connectable so that one of the first or second walls of one of the anchoring devices defines a first end of the anchor system, and the other of the first or second walls of a connected anchoring device defines a second end of the anchor system. The first and second ends of the anchor system define a width of the anchor system, for engagement with first members of varying widths.

Abstract: The reinforcing holder against vibrations has the vibration-proof performance further enhanced as compared with prior art so that a wooden building is not broken down even if strong vibrations are loaded by an earthquake, a typhoon or the like. The reinforcing holder against vibrations 1 comprises an L-shaped base member 2 formed by bending a plate and formed with curved and projecting parts 5a and 5b which are curved inward in intermediate parts of both piece parts 2a and 2b, a reinforcing member 3 formed by bending a plate and placed in contact with a bent part of the L-shaped base member 2, and absorbing members 4 formed of rubber material which has excellent elastic characteristics and water resistance and stopped at a plurality of locations of the L-shaped base member 2. When the reinforcing member 3 is placed in contact with the L-shaped base member 2, a clearance 10 is formed between a bent corner part 3c of the reinforcing member 3 and a bent corner part 2c of the L-shaped member 2.

Abstract: A building roof tie for attaching roof trusses and rafters to wood top plates in building structures, such roof tie having a sheet metal body with risers and a bridge for overlapping a rafter and flaps for wrapping on the sides of the top plate. A generally triangular shaped reinforcing wing provides strength and stability, and can also provide additional hold-down strength, allowing the roof tie to be manufactured from different weights of steel. Turnbuckles attached to the bridge provide additional hold-down strength against increased uplift forces. The roof ties are pitched to conform to a variety of framing applications. A plurality of apertures is formed in the roof tie to provide openings for fasteners for connecting the tie to the wood top plate and rafter.

Abstract: Disclosed is a modular, knock down structure construction system illustrated by three structures, each having connecting portions detachably secured to one another by Trapezoidal Quick Slide Connector Assemblies, also disclosed, that enable a user to erect, without tools, a pre-designed structure.

Abstract: A connector and method of using the connector for making a structural connection between two structural members joined at an angle. The connector is bent in the field to allow the connector to be used in both left-hand and right-hand connections. The connector is preferably formed from metal with an integral gusset at the longitudinal line of juncture. The connector is preferably attached to the structural members by a plurality of fasteners. The gusset reinforces the connection against forces acting perpendicular to the longitudinal line of juncture and the plurality of fasteners reinforce the connection against angular displacement of the structural members perpendicular to the longitudinal line of juncture.

Abstract: A sliding hold-down clip (1) for connecting a roof panel (52) to a purlin (52) in which a support portion (14) extends from a base (12), the support portion defining a slot (20) with fasteners (34) that connect to a roof-engaging plate (36), the fasteners guiding longitudinal movement of the roof-engaging plate (36) along the slot relative to the clip, a distal end of the plate defining a hook (40) for connecting to edges of adjacent roof panels (52), a pair of opposing wings (46, 48) extending laterally from the roof-engaging plate (36) and angled to conform to an anglation of a side portion of the roof panel, whereby fasteners (58) extending though the roof panel and the wings secure the roof panel to the roof-engaging plate. A method of securing roof panels to purlins is disclosed.

Abstract: A mounting bracket having a vertical member with a back portion and side flanges where the back portion has a plurality of slots and holes and the side flanges have slots at both ends. Adjustably connected to the vertical member is a shoe with a bottom portion and side flanges that extend upwardly and are aligned with the side flanges of the vertical member. The shoe is positioned substantially perpendicular to the vertical member to form a generally L-shaped bracket.

Abstract: A fitting to prevent movement during seismic activity between a building structure or the like and a rod and channel support or the like connected to said building which may include anti-torque means between the anchor and the channel for preventing rotation of the anchor about the rod. The fitting is directed to a specific slot design to permit ease in access around a rod of a rod and channel support or the like.

Abstract: High-span and high-strength anchors and reinforcement devices for cavity walls combined with interlocking veneer ties are described which utilize reinforcing wire and wire formatives to form facing anchors, truss or ladder reinforcements, and wall anchors providing wire-to-wire connections therebetween. These combine wire formatives which are selectively and compressively reduced in height by cold-working. The masonry anchor have eye wires accommodating the threading thereinto of a wire facing anchor or wall tie with either a pintle inserted through the eye or the open end of the wall tie. The wall tie is then positioned so that the insertion end is embedded in the facing wall. The masonry anchor is embedded in a bed joint of the interior wythe. For high-strength applications, specific wire formatives are used which employ materials that benefit from the cold-working of the metal alloys to meet the unusual requirements demanded.

Abstract: A bracket assembly for supporting a gutter and hood includes a gutter support bracket and a mating hood support bracket. The gutter support bracket provides a cantilever support for a K-type gutter by connecting the front and rear lips of the gutter. The hood support bracket fastens to the gutter support bracket such that fastener-receiving apertures defined in both brackets align. The hood is supported by an upper arm of the hood support bracket in a position to define a longitudinal gap between the hood forward lip and the gutter front lip. A fastening tool and fastener are inserted through the gap to secure the hooded gutter assembly to a structure.

Abstract: A flush mounted installation unit in which an operating portion of the installation unit such as the supporting plate, the covering or switch unit is designed as an antenna so that the unit can perform the dual function of housing and mounting the components for use in a control system and providing an antenna for a radio link between the central control unit and the components.

Abstract: A fluid leak capture and drainage system for ceiling leaks which includes a ceiling panel support grid and a plurality of ceiling panels mounted thereon is disclosed. The ceiling panel has a raised platform located in the center of the panel and a wall extending along the periphery of the panel so that a perimeter trough is formed between the platform and the wall. The wall has a top edge and a rim extending outwardly and generally perpendicularly from the top edge of the wall and at least one opening formed through the wall. A fitting is connected to the opening and tubing is attached to the fitting for draining the trough as fluid collects therein.

Abstract: A connecting device for joining a wall to a building frame, or for joining walls, comprises a hook member. The frame can comprise steel beams, or also comprise a truss having an open web, and a slide rail attached to the truss' chords in a generally plumb orientation. Embodiments of the hook member substantially encircle one or more slide rails and thereby retain the rails. Other embodiments fit within a channel attached to solid steel webs, or concrete frames. The device's other end is positioned over a course of masonry units, and when embedded in mortar, the cells of the masonry units do not require grouting. Other connecting device embodiments comprise an anchor member securely joined to the member, the connecting device providing multiple points of attachment with the masonry, or multiple members joined to the anchor member. The connecting device can be used for new construction, and in renovations using currently existing steel and concrete frames.

Abstract: A panel clip assembly for use with skylight or roof panel systems and having allowance for reduced movement of panels both parallel and perpendicular to the seam formed by adjoining panels, together with improved allowance for rotational and pivotal movement of said panels. The panel clip includes a base member with a base plate and upward extending flanges; an interim mount member movably attached to the upward extending flanges of the base member by a pin assembly; and an upper clip assembly for receiving and constraining the panels. The upper clip member is movably attached to the mount member such that said clip member can slide in a direction parallel to the seam formed by adjoining roof panels. In addition, the mount member is capable of rotational movement in the plane of the panels and pivotal movement about the axis of the pin assembly.