Abstract: Roof brackets for attaching a structure such as a patio cover to a building, and methods for installing the brackets. The brackets have a saddle for receiving a support beam of the structure. The brackets can be attached to the building roof, but do not penetrate the roof substrate, thus preventing leakage and other structural problems. The roof brackets comprise a plate that is installed between the roof substrate and the shingles or tile on the roof. The brackets are available in different configurations compatible with standard roof pitches for easy installation. One roof bracket has a riser so that the saddle is lifted above the roof. Another roof bracket is configured so that when installed the saddle is located beyond the edge of the roof. Other brackets can be attached to the rafters under the roof, are available in different configurations depending on standard roof pitch, and they are configured to extend below and outward from the fascia.

Abstract: A wall system includes at least one of a stud assembly, a top connector assembly, and a leveler assembly. The stud assembly is defined by a first and second upright that are attached by at least one web bracket. The web bracket includes a main body with extension arms on opposing sides. A notch is located at or near a free end of each extension arm. The notches are to be removably inserted over an edge of a respective aperture located on each of the first and second uprights. The top connector assembly includes a holder member to effectively raise and lower a top portion of the stud assembly. The leveler assembly includes a threaded rod to effectively raise and lower the first and second uprights relative to a base.

Abstract: An improved flashing system and apparatus. A drip cap is attached to the back side of a panel or board, and extends across the top of the panel or board with a short angled drip section and edge extending downwards on the front side of the panel or board. The drip cap may comprise a single piece of metal, or other suitable materials, including but not limited to plastic, formed by folding or by stamping or molding. The back of the drip cap has an upper section extending upward, and also may have a lower section extending downward. The drip cap may be attached by glue or other adhesive means. The lower section, if present, may attached to the back of the panel or board by fastening means known in the art, such as, but not limited to, staples or nails that penetrate only the lower section and the back of the panel or board. The drip cap prevents water and moisture from penetrating behind the panel or board after installation.

Abstract: Described herein are methods and systems for installing flooring systems that provide waterproofing or water-control capabilities. The flooring systems can utilize a gypsum material or any other self-leveling or concrete material along with a structural board or any other type of cement, wood, gypsum board, compressed board, cellulose fiberboard, sheathing board, or sheet metal material. The flooring systems include a waterproof coating applied to the structural boards to provide the water-control features. The waterproof coating covers seams between structural boards and between structural boards and the subfloor.

Abstract: A display mounting system having outriggers for supporting removably mountable support brackets, including at least two outriggers and at least two support brackets. In one embodiment, the outriggers each include a center tube, two end C-channels, and a side U-channel. Each of the end C-channels connects lengthwise to narrower sides of the center tube. The side U-channel connects lengthwise to one of the wider sides of the center tube. Each center tube includes at least two rows of slots formed in at least one of the wider sides of the center tube, along the length of the center tube. The support brackets are mounted by engagement with at least some of the slots. In another embodiment, the outrigger includes a rectangular slotted mounting plate slid into an extruded frame, the frame having at least two elongated entry slots formed substantially parallel to each other by which to access the plate.

Abstract: A system, kit, and method of providing a truss assembly is shown and described.

Abstract: A panel system configured to be attached to vertically adjacent panels systems includes a frame having a top track, a bottom track and a plurality of generally vertical members extending between the top track and the bottom track. The panel system also includes at least one exterior finish component operably attached to the frame; and a plurality of alignment assemblies operably attached to the frame. Each alignment assembly has a lower fixing plate having an alignment pin extending upwardly therefrom, the lower fixing plate being operably attached to the top track of the frame; and an upper alignment plate being operably attached to bottom track of the frame and having a hole formed therein, wherein the alignment pin of the lower fixing plate is configured to be received by the upper alignment plate attached to a vertically adjacent panel.

Abstract: A positioning and support tool for steel stud top track installations with which to temporarily support the top track in reasonable proximity to its final, installed position so that the track may be quickly and safely installed by one person. The tool uses magnets applied directly to the underside of corrugated steel sheeting or other overhead structural members. A hanger member is attached to the magnets and is capable of being placed beneath the top track to support the track at, or in close proximity to, its final, installed orientation. The tool is configured so that it remains fully effective and equally secure on irregular planes of corrugated steel sheeting while offering an uncompromised and quantifiable weight rating.

Abstract: The present disclosure relates to a connecting core for column-beam joint, the connecting core being able to secure excellent rigidity through a simple process without welding. To this end, a connecting core for column-beam joint includes: a closed-section intermediate column; a diaphragm; and internal reinforcing members, in which slit for inserting the internal reinforcing members are formed at the diaphragm, and the internal reinforcing members inserted in the diaphragm are combined with the intermediate column. According to the present disclosure, high rigidity is secured, as compared with the related art, when a closed-section column and a beam are connected. Further, a closed-section column and a beam can be connected without welding, so the process can be shortened, connecting become easy, and quality is also uniform.

Abstract: Methods and processes for depositing a fire resistant barrier on a construction material involve coating exposed webbing of, for instance, an I-joist with a fire-resistant material using a wetting layer and a thickening layer. A time period between depositing the wetting layer and thickening layer is controlled to facilitate complete wetting of the exposed webbing. Filler such as fiberglass may be included in the thickening layer. The wetting and thickening layers may be deposited on the webbing in the same application. The construction material, such as the I-joist, may then be subjected to a curing treatment and additional curing period followed by coating the second side using a similar methodology.

Abstract: The present invention provides a covering panel, such as a floor panel, wall panel or ceiling panel, comprising a substrate and optionally a top layer, whereby said substrate comprises a synthetic material and a filler material, whereby said filler material is comprised in an amount from 15 to 75 wt. % based on the total weight of said substrate. In addition, the present invention provides a process of producing such covering panels.

Abstract: A kit comprising components of an erectable shed, wherein the erectable shed is made of metal, in comprises at least two door panels, each of which is at least thirty four inches in height, wherein the components can be packaged in a box having dimensions of no greater than 48 inches×20 inches×10 inches, and wherein the space perimetered by the wall panels and side panels when the erectable shed is erected is at least 6 feet long by 40 inches wide and wherein the height of the shed when erected is at least 6 feet.

Abstract: A method of constructing a building is disclosed, including selecting a standard dimension less than a wide-load trucking permit limit and designing a building on a grid defined by the selected standard dimension. The building includes a plurality of prefabricated elements, wherein each prefabricated element has a width correspond to the selected standard dimension. The plurality of prefabricated elements includes a wall panel, a roof panel, a laterally resistive frame, and a rebar cage. The method includes fabricating each of the plurality of prefabricated elements at a manufacturing plant and transporting the elements by truck to a building site. The method includes constructing intersecting grade beam footings at the building site and pouring a slab between the intersecting grade beam footings. The grade beam footings include the rebar cage and have a uniform width and depth, the grade beam footings and the slab having contiguous upper surfaces.

Abstract: Disclosed is a form work system (100) that comprises first (102a) and second (102b) building formwork components that are connected by a building formwork connector (104). The connector (104) comprises a moveable portion (128) that is moveable from a closed position to an open position. In the closed position, one or more sidewalls of the connector (104) define a cavity (144) for receipt of cementitious material. The cavity (144) of the connector (104) is located with respect to cavities (110) of the first (102a) and second (102b) formwork components. In the open position, access is provided to the cavity (144) of the connector (104).

Abstract: Systems and methods of shotcrete construction are contemplated whereby guide rails are placed in proximity and forward to a shotcrete receiving surface, with any guide rails disposed directly in front of the shotcrete receiving surface being configured to be offset from the receiving surface allowing shotcrete to be sprayed behind the offset guide rails. Following application of shotcrete, a screed configured to engage with and traverse along at least two of the guide rails may be used to rod the shotcrete via a protruding region of the screed extending beyond the guide rails, thereby removing excess shotcrete and imparting to the shotcrete surface a contour at least partially defined by the configuration of the guide rails and the configuration of the protruding region of the screed. Complex, precise, and even exotic architectural shotcrete installations may be created in this fashion by providing a suitable set of guide rails and screed.

Abstract: A system for repairing a crack in a concrete installation includes a stitch having a center portion configured to span across the crack and an anchor plate coupled to the stitch. The anchor plate includes an anchor bore configured to receive a concrete anchor, a first bore extending parallel to the anchor bore, a second bore extending transverse to the anchor bore, and a groove extending transverse to the first bore and the second bore. The first bore intersects the groove, and the second bore intersects the anchor bore.

Abstract: Disclosed is a panel comprising a substrate (1), wherein the outer surface of the substrate (1) is covered with a coating layer (8), wherein one edge of the substrate (1) is provided with a recess (3), and a groove (4) is arranged inside the substrate (1) adjacent and interconnected to the recess (4), and wherein the opposite edge of the substrate (1) is provided with a protrusion (7) that can be fitted into the recess (3), and a tongue (6) is extended from the protrusion (7) that can fitted into the groove (4). The substrate is made of 100 parts by mass of PVC resin or PVC powder, 25-45 parts of styrene elastomer, 180-280 parts of stone powder, sawdust or rock, 1-10 parts of an additive, and 1-4 parts of an elastomer coupling agent. Also disclosed is a decorative panel formed by arranging and interlocking the panels in sequence by fitting the protrusion of a panel into the recess of a neighboring panel, as well as a panel installation process.

Abstract: Disclosed is a sensor floor tile that utilizes a RF frequency transmissive disk that transmits sensor data from sensors located in a plenum of a raised floor system. An antenna is located adjacent to the disk so that sensor signals can be transmitted from the sensor located in the plenum under the floor tile to a wireless receiver located in an elevated location in a data center room, a computer room, a clean room, an office space, etc. A network connection can also be provided by the antenna when the antenna is connected to a router in the plenum.

Abstract: Wall element (101) for a partition wall (100), comprising a first and a second wall panel (115, 116) extending parallel to each other between an upper side and an underside of the wall element, wherein the wall element (101) is configured close to the upper side and the underside thereof to be arranged standing upright between a horizontal upper post (103) to be mounted on a ceiling and a horizontal lower post (102) to be mounted on a floor, wherein an elongate profile (122) which extends between the upper and underside is arranged between the first and the second wall panel (115, 116) close to a lateral end surface of the wall element (101), and one of the first and the second wall panel (115, 116) extends beyond the other of the first and the second wall panel (115, 116) in horizontal direction, and wherein an elongate covering element (117) extending between the upper side and underside is arranged on the profile (112) on an outer side of the lateral end surface.

Abstract: The invention relates to a support structure, in particular for a wind turbine, having at least two segments, which are joined to one another such that their longitudinal axes extend substantially collinearly to one another. At least one of the segments is a pipe section, which has at least two mutually facing abutment surfaces that are joined to one another, at least in parts. A support structure is provided that is producible in less time and is more cost-effective because the join between the abutment surfaces involves at least one welded join, the thickness of the welding join being less than the wall thickness of the pipe section, and/or the join between the abutment surfaces involves at least one retaining clip.