Abstract: A gutter assembly comprising: a gutter having a front gutter wall having a front inner lip; and a gutter cover comprising: a front cover mounting portion including: a rim abutting segment superposable to the front inner lip; and a lip retaining member resiliently and deflectably connected to the rim abutting segment, the lip retaining member extending downwardly and including a lip retaining segment extending forwardly from a rearward segment end of the rim abutting segment to define a lip receiving recess thereinbetween for receiving the front inner lip of the gutter, the lip retaining member further comprising a guiding member extending rearwardly and downwardly from the lip retaining segment, the lip retaining member being resiliently deflectable rearwardly by the guiding member abutting the front inner lip upon engagement of the gutter cover with the gutter.

Abstract: A foam filled structural plank made from a plurality of structural beams assembled together to form a structure capable of supporting the weight of a building thereon, wherein the plurality of structural beams define an enclosure therebetween and an outer perimeter therearound; and a structural building foam such as having expanded polystyrene foam having a density from 1.5 to 3.0 PFC filling the enclosure.

Abstract: Various embodiments for a wall assembly having an acoustic panel defining a plurality of thru-holes that act to break low density mechanically coupled pathways for sound transmission through the acoustic panel for reducing sound transmission are disclosed herein.

Abstract: A method for assembling a theater and a theater. The method includes assembling a modular auditorium on a surface within a building structure by providing a plurality of nominal inventory portions. Each nominal inventory portions includes a prefabricated base portion, and a prefabricated tier section for assembly to the base portion. The prefabricated base portion is positioned on a ground surface of a public performance space. The prefabricated tier section is fastened to the prefabricated base portion to form a self supporting structure that does not require lateral support from a building structure other than the ground surface.

Abstract: A high-grade post or pile system for the foundation of a solar array, which may facilitate the installation of a solar array rack in more corrosive soils. Such a post may also satisfy the need for a foundation able to resist ground forces, in particular the effects of wind on the exterior of the array, and may reduce problems with beam refusal. The post may be used in other applications such as guardrail posts. In contrast to existing posts for solar arrays, the high-grade post may be formed from higher-grade steel.

Abstract: A tile-setting lippage control system and method for tiles set with mortar as floors or walls on prepared surfaces, providing tab-and-wedge pairs with a footed tab having a footplate, a wedge slot having a membrane, a multi-tapered descending portion having a thicker center, tapering base, and tapering sides, and a ridged upper portion having a reinforced upper edge, and with a tensioning wedge having a leading end, wedge bottom, tapered top edge, and wedge teeth. In use, the wedge bottom and the footplate apply a constant compressive force to two adjacent pieces of tile. The size, shape, and location of the wedge slot with the tapered top edge of the tensioning wedge accommodate a range of tile thicknesses by insertion of the tensioning wedge to different depths. Optionally, flap cuts in the ridged upper portion provide for formation of a top flap and side flaps which lock in engagement with the wedge teeth of the tensioning wedge.

Abstract: Systems and methods for draining liquids include spaced support members and drainage ribs extending therebetween. Adjacent rows of drainage ribs may establish a general checkerboard pattern of ribs and interstitial spaces therebetween. Drainage ribs may have a differential height along their length, though may have substantially coplanar bottom surfaces. A first support member is provided with stress risers to enable enhanced bending capability to provide a customizable device width for mating with predetermined liquid conduit sizes, such as roofing gutters having upward-facing channel widths.

Abstract: A drip edge with gutter guard support device is formed from a longitudinal sheet of waterproof material. An angled upper first member integrally joined to a vertical lower second member form an angled structure. The first member is configured for placement on a roof edge and under a roof shingle and the second member is a configured for placement to a fascia, the lower portion of the second member being configured for placement over a gutter's back end. Vertically stacked ledges extend outwardly from the second member into an opening of the gutter. Separations between adjacent ledges form varying height receiving channels for placement of a roof-side end of a gutter guard. The device is a single piece drip edge and gutter guard fascia-side attachment device.

Abstract: An article includes a first layer including a front surface and a back surface and a second layer including a front surface and a back surface. A portion of the second layer overlaps the first layer. A portion of the second layer is fastened to the first layer. The back surface of the first layer contacts the front surface of the second layer. A plurality of indentations along a major dimension of the roofing shingle. The plurality of indentations are configured to partially press the second layer into the first layer such that the second layer is partially indented into the first layer. The plurality of indentations are at least one of barrel-shaped, flattened teardrop shaped, rounded taper teardrop shaped, or combinations thereof.

Abstract: A composite structural board having a structural board and a water-resistant barrier (WRB) sheet, and a wall system comprising same, wherein a face of the structural board is discontinuously attached to the inner face of the WRB sheet solely by a first adhesive, the WRB sheet fully covering the face of the structural board; wherein the unattached areas between the face of the structural board and the inner face of the WRB sheet define paths by which a liquid can move between the face of the structural board and the inner face of the WRB sheet; in some instances the WRB sheet material extends beyond at least one edge of the structural board forming a WRB sheet flap.

Abstract: A high-grade post or pile system for the foundation of a solar array, which may facilitate the installation of a solar array rack in more corrosive soils. Such a post may also satisfy the need for a foundation able to resist ground forces, in particular the effects of wind on the exterior of the array, and may reduce problems with beam refusal. The post may be used in other applications such as guardrail posts. In contrast to existing posts for solar arrays, the high-grade post may be formed from higher-grade steel.

Abstract: The present invention is generally directed to energy storage systems comprising manufactured architectural materials having electrical battery systems embedded therein. The manufactured materials are generally provided as architectural panels, such as panels useful for interior or exterior cladding for buildings, flooring, countertops, or stairs. The panels comprise at least one battery device or battery assembly that is over-formed by and/or bonded with the architectural material. In preferred embodiments, the panels are formed by flowing a viscous architectural material precursor around the battery device or assembly and curing the precursor so as to solidify the architectural material. The panels may be electrically connected in any number of various arrangements, which can be chosen based on the specific application for the energy storage system.

Abstract: A set of structurally insulated panels and method of building construction, the set of panels having an indexing system that allows for any one panel to be easily attached to any other panel via indexing pins placed in pre-arranged openings. The indexing system enables essentially any number of panels to be assembled in essentially any reasonable manner to construct a building structure.

Abstract: A building structure including a plurality of elements extending from a ground surface with at least a first of the elements connected to a second of the elements by a coupling member, the coupling member including a damping element for damping vibrations in the building structure and a means for limiting the deformation of the damping element when the relative movement exceeds a maximum displacement at which damage occurs to the damping element.

Abstract: A foam filled structural plank made from a plurality of structural beams assembled together to form a structure capable of supporting the weight of a building thereon, wherein the plurality of structural beams define an enclosure therebetween and an outer perimeter therearound; and a structural building foam such as having expanded polystyrene foam having a density from 1.5 to 3.0 PFC filling the enclosure.

Abstract: Certain exemplary embodiments can provide a system, machine, device, and/or manufacture that is configured to operably manage a flow of storm water that enters a drainage system of a roof and comprises one or more of a retention layer configured to retain storm water, a friction layer configured to delay a peak flow of the storm water into the drainage system, and a detention layer.

Abstract: A modular rig system assembled without use of a crane includes a platform and a mast. The platform has pin retaining structure. The mast is separable from the platform and has a transport foundation, a tower, an alignment actuator, a pin, and a piston arm. The tower has pin retaining structure and is movable relative to the transport foundation between transport and use configurations. The alignment actuator is operably coupled to the transport foundation to adjust positioning of the tower while the tower is at the transport configuration such that the platform pin retaining structure and the tower pin retaining structure are aligned. The pin selectively passes through the platform pin retaining structure and the tower pin retaining structure to couple the platform to the tower, and the piston arm is pivotably coupled to the transport foundation and the tower for moving the tower between the transport and use configurations.

Abstract: A pipe covering assembly covers a gap defined between an exterior surface of a pipe and an opening in a wall through which the pipe extends. The pipe covering assembly includes a substrate layer having a through-hole for receiving the pipe, a front surface and a rear surface. A mesh material layer is either attached to or contained within the substrate layer. An adhesive layer is directly applied to the rear surface of the substrate layer, wherein the adhesive layer includes an adhesive that is configured to be applied to the wall and the pipe. A plurality of concentric rings are either printed on the front surface of the substrate layer or disposed on a layer that is applied to the front surface of the substrate layer, each ring of the concentric ring corresponding to a pre-determined pipe diameter.

Abstract: In a frame member, the hardness of a sheet-thickness-direction central section in a portion where a softening layer is provided is greater than or equal to 400 Hv, the softening layer has hardness smaller by at least 10 Hv than the hardness of the sheet-thickness-direction central section in the portion where the softening layer is provided, the thickness of the softening layer is greater than or equal to 2% of the sheet thickness but smaller than 20% of the sheet thickness, the hardness of the softening layer at the surface is greater than or equal to 0.5 times the hardness of the sheet-thickness-direction central section but smaller than 0.

Abstract: A structural fuse is disclosed including a fuse base and a fuse plate extending from the fuse base. The fuse plate may include a reduced diameter yield section configured to yield at loads on the structural fuse above a threshold. The reduced diameter yield section includes a pair of slots on either side of the yield section, which slots receive a pair of spacers. The spacers are integrally formed as part of the fuse plate, and remain attached to the fuse plate during fabrication of the structural fuse.