Abstract: A support apparatus having a base to support a support member which, in turn, supports a structure (e.g., a building joist, overhead structure, combinations thereof). The support apparatus may be used to provide reinforcement between a floor (e.g., ground, substrate, or the like) and the structure. The base of the support apparatus is in the form of a generally planar circular base, but may have any shape. The base may include one or more platforms, recesses, or ribs in order to provide structural support to the base and/or locations for one or more fastener apertures. The one or more fastener apertures are configured to receive one or more fasteners for operatively coupling the base to the floor in order to resist movement of the base during installation and/or use of the support apparatus.

Abstract: A sump pump crock includes a body including a first portion and a second portion separate from the first portion. The first portion includes one of a tab and an opening, and the second portion includes the other of the tab and the opening. The tab is received in the opening to secure the first portion to the second portion. The body defines a base, a plurality of sidewalls, and a top opening, and a plurality of flanges extend around an outer perimeter of the body. The sump pump crock includes a removeable lid that covers the top opening.

Abstract: The present disclosure provides a water drainage system comprising: a plurality of lengths of drain pipe comprising a channel and a vertical wall, wherein (i) the vertical wall comprises one or more standoffs extending horizontally from the vertical wall and (ii) wherein the drain pipe comprises a top edge and a bottom edge, each of the top and bottom edges being bifurcated by a v-shaped notch.

Abstract: A support apparatus having a base to support a support member which, in turn, supports a structure (e.g., a building joist, overhead structure, combinations thereof). The support apparatus may be used to provide reinforcement between a floor (e.g., ground, substrate, or the like) and the structure. The base of the support apparatus is in the form of a generally planar circular base, but may have any shape. The base may include one or more platforms, recesses, or ribs in order to provide structural support to the base and/or locations for one or more fastener apertures. The one or more fastener apertures are configured to receive one or more fasteners for operatively coupling the base to the floor in order to resist movement of the base during installation and/or use of the support apparatus.

Abstract: Structural support apparatuses, systems, and methods are disclosed herein, where the structural support may include a rod having an upper end and a lower end, a base configured to be operatively coupled with the lower end of the rod and a foundation, and a mount assembly comprising a bracket configured to be operatively coupled with a structural member, and a mount connector operatively coupling the bracket to the upper end of the rod. The mount connector is configured to allow the rod to rotate with respect to the bracket while restricting separation of the bracket from the rod. The structural support apparatus is configured to allow for vertical adjustment of the structure without having to remove the bracket from a structural member of the structure.

Abstract: A ground penetrating rig that can be coupled to machinery (e.g., a skid steer, or the like). The ground penetrating rig may have one or more mast assemblies, each having one or more rods. The mast assemblies may be located in parallel and/or in series with each other. Each of the rods of the mast assemblies may be moveable in unison or independently. However, in some embodiments the rods may be moveable in unison until at least one rod is impeded by an obstruction, and as such, the movement of an impeded rod may be restricted while allowing continued movement other rods. One or more of the mast assemblies may be able to be adjusted in order to reduce the envelope of the rig for improved transportation. Multiple ground penetrating rigs may be operatively coupled to the machinery (e.g., front and rear) to improve ground treatment efficiency.

Abstract: A method for the reduction of liquefaction potential within soil of a stratum located a distance deep below a foundation of a structure through the injection of a two-part polyurethane liquid forming a polymer foam.

Abstract: A gutter system having a gutter, a plurality of brackets, and a cover. The plurality of brackets comprise a support portion and a connector portion for operatively coupling the bracket to the gutter and the cover. The support portion comprises a cover support portion that is operatively coupled to a contoured nose of the cover and a gutter support portion that is operatively coupled to a lip of the gutter. The connector portion comprises a gutter hanger portion that is configured to receive a portion of a rear wall of the gutter and a cover engaging portion that is configured to receive a portion of the cover. The cover comprises a plurality of louvers having one or more louver arms that extend towards an interior of the gutter when the cover is operatively coupled to the gutter.

Abstract: A method for the reduction of liquefaction potential within soil of a stratum located a distance deep below a foundation of a structure through the injection of a two-part polyurethane liquid forming a polymer foam.

Abstract: A gutter system having a gutter, a plurality of brackets, and a cover. The plurality of brackets comprise a support portion and a connector portion for operatively coupling the bracket to the gutter and the cover. The support portion comprises a cover support portion that is operatively coupled to a contoured nose of the cover and a gutter support portion that is operatively coupled to a lip of the gutter. The connector portion comprises a gutter hanger portion that is configured to receive a portion of a rear wall of the gutter and a cover engaging portion that is configured to receive a portion of the cover. The cover comprises a plurality of louvers having one or more louver arms that extend towards an interior of the gutter when the cover is operatively coupled to the gutter.

Abstract: A wall brace system and/or a retainer member thereof that supports a structural member of the wall brace system, as well as a method of forming the retainer member. In particular, the retainer member includes tabs formed from the body of the retainer member. For example, the tabs may be formed from the edges of the retainer body or from within the edges of the retainer body. When installed, the wall brace system with the retainer member provides an apparatus for supporting a wall in a building structure, which has been moved inward by pressure from the earth outside in order to return the wall to a desired position. The wall brace system comprises a structural member, the retainer member, a mounting member, a load member, a jack, and/or a locking member.

Abstract: A system and method for monitoring conditions in a crawl space is provided. The system generally comprises at least one sensor, computing device, data aggregator operably connected to the at least one sensor, processor operably connected to the computing device, power supply, and non-transitory computer-readable medium coupled to the processor and having instructions stored thereon. The system is designed to collect condition data via the at least one sensor and determine whether the conditions within the crawl space could have a detrimental impact on the building. In particular, the system is designed to monitor settling of a building over time and alert a user if the settling exceeds a predefined threshold.

Abstract: An elevator pit having a waterproof cement floor and method for installing the same. The elevator pit includes a jack casing and a drainage pit installed within the elevator pit. A trench is formed in exposed ground surface and defines a channel having a first end positioned at an area that is susceptible to water accumulation within the elevator pit and a second end terminating at the drainage pit. A perforated conduit extends within the channel with an end terminating at the drainage pit. A layer of gravel is disposed over the exposed ground surface and trench at a predetermined height to cover the perforated conduit. A layer of waterproof cement is provided over the ground surface at a predetermined height to cover the gravel, channel and perforated conduit to form the waterproof cement floor which extends across an entire periphery of the elevator pit.

Abstract: A cover for a gutter system, the cover having opposing cover ends and opposing cover edges. The cover may include a grid segment that is operatively coupled to a front segment and/or a rear segment. The grid segment may include a primary set of ribs and a secondary set of ribs. The front segment and/or the rear segment may have one or more channels that aid in bending a portion of the cover during installation. Adjacent covers may be operatively coupled through the use of one or more couplings (e.g., projections, cavities, or the like), which also allow for thermal expansion and/or contraction of the covers when installed. Furthermore, corner strips (e.g., inner corner strips, outer corner strips, or the like) having angled slots may be utilized to assemble adjacent covers at the corners where gutters meet. The angled slots allow the covers to be assembled flush within corner strips.

Abstract: A system and method for monitoring conditions in a crawl space is provided. The system generally comprises at least one sensor, computing device, data aggregator operably connected to the at least one sensor, processor operably connected to the computing device, power supply, and non-transitory computer-readable medium coupled to the processor and having instructions stored thereon. The system is designed to collect condition data via the at least one sensor and determine whether the conditions within the crawl space could have a detrimental impact on the building. In particular, the system is designed to alert a third-party when a condition might cause damage to a building so that the third-party might correct the cause of the condition.

Abstract: An elevator pit having a waterproof cement floor and method for installing the same. The elevator pit includes a jack casing and a drainage pit installed within the elevator pit. A trench is formed in exposed ground surface and defines a channel having a first end positioned at an area that is susceptible to water accumulation within the elevator pit and a second end terminating at the drainage pit. A perforated conduit extends within the channel with an end terminating at the drainage pit. A layer of gravel is disposed over the exposed ground surface and trench at a predetermined height to cover the perforated conduit. A layer of waterproof cement is provided over the ground surface at a predetermined height to cover the gravel, channel and perforated conduit to form the waterproof cement floor which extends across an entire periphery of the elevator pit.

Abstract: A cover for a gutter system, the cover having opposing cover ends and opposing cover edges. The cover may include a grid segment that is operatively coupled to a front segment and/or a rear segment. The grid segment may include a primary set of ribs and a secondary set of ribs. The front segment and/or the rear segment may have one or more channels that aid in bending a portion of the cover during installation. Adjacent covers may be operatively coupled through the use of one or more couplings (e.g., projections, cavities, or the like), which also allow for thermal expansion and/or contraction of the covers when installed. Furthermore, corner strips (e.g., inner corner strips, outer corner strips, or the like) having angled slots may be utilized to assemble adjacent covers at the corners where gutters meet. The angled slots allow the covers to be assembled flush within corner strips.