Abstract:
A system for constructing a residential or commercial structure and/or retrofitting an existing structure provides a series of construction components employed that cooperate with standard construction materials to enhance the building structural integrity when subjected to destructive wind forces such as those commonly associated with hurricanes and tornados. The resultant strength of the structure is increased beyond what the standard construction materials were capable of on their own. The enhanced components further cooperate with standard construction materials to provide a secondary water sealing ability such that the typical veneer coverings of siding and/or shingles, which are typically required to provide a primary sealing system from water influent to the structure, are relegated to the role of cosmetics for the structure. The primary sealing ability of the shingles and/or the siding can be compromised in response to storm winds, yet the structure will remain watertight via the secondary sealing system.
Abstract:
A self-sealing fastener for reducing leaks between the self-sealing fastener and a substrate. The self-sealing fastener includes a shank that extends longitudinally between a first end and a second end. The shank has an outer surface. The self-sealing fastener also includes a head that extends radially outwardly from the first end of the shank. The head has an underside surface that is adjacent to the first end of the shank and a topside surface opposite the underside surface. A mastic sealant is disposed on at least one of the outer surface of the shank and the underside surface of the head to provide a water-tight seal between the self-sealing fastener and the substrate after the self-sealing fastener is installed in the substrate.
Abstract:
A structure anti-torsion device includes a structural column. The structural column is positioned between adjacent studs of a structural stud wall construction and oriented vertically between the studs. A structural column lower end is fastened to a lower base plate which rests on a wall construction bottom plate. A pair of anchor bolts secured to a foundation extends through the bottom plate and the lower base plate and are fastened to the lower base plate. A structural column upper end is bolted using first and second bolts to an upper base plate. The first and second bolts cooperate through the upper base plate to connect the upper base plate to a double top plate of the wall construction such that the double top plate is connected by the upper base plate, the structural column, and the lower base plate to the foundation.
Abstract:
An anchor bolt device incudes an anchor bolt having a threaded first end and a second end. A flange portion has the threaded first end of the anchor bolt extending freely therefrom. The flange portion defines a planar surface aligned in parallel with a surface of a concrete foundation when the second end of the anchor bolt is received in the concrete foundation. A raised column projection having a threaded portion through which the threaded first end of the anchor bolt is threadably received. The raised column projection is set to a user defined position. The flange portion extends radially outward from and is integrally connected to the raised column projection. The flange portion has at least one offset tab used to position the device a defined distance away from a boundary of a concrete foundation wall. The offset tab includes a series of marks defining multiple break points.
Abstract:
An anchor bolt fastener assembly with specialized connection capabilities and features for attaching building components to concrete slabs, walls, ceilings, and/or structural surfaces. Compression force can be established and maintained over time using a compression washer in combination with a specialized fastener stud that is designed to exploit the compression washer benefits. Methods of using exemplary embodiments include installing the anchor bolt fastener assembly relatively flush with the surface of the concrete slurry by direct insertion in the slurry using a specialized threaded anchor bolt float. Once the slurry hardens, the anchor bolt and anchor bolt float embedded in the concrete slurry cooperate with the specialized fastener stud to secure the building component to the concrete.
Abstract:
A compression indentation fastener device is described comprising a shank and a head. The head extends outwardly from an end of the shank in a transverse plane to define a head periphery. The head has an anterior side and a posterior side. The anterior side includes an exposed area extending between the shank and the head periphery. The anterior side includes a relief portion in the form of a depression. The relief portion is open at the anterior side of the head such that the relief portion receives a volume of substrate material when the exposed area of the head impacts the substrate material. The head may be integral with the shank or the head may be comprised of discrete head portions that mate with one another. Additionally, the head may be centered on the end of the shank or offset relative to the shank.
Abstract:
A system for constructing a residential or commercial structure and/or retrofitting an existing structure provides a series of construction components employed that cooperate with standard construction materials to enhance the building structural integrity when subjected to destructive wind forces, torsion forces, and seismic forces, such as those commonly associated with hurricanes and tornados. The resultant strength of the structure is increased beyond what the standard construction materials were capable of on their own. The components further cooperate with standard construction materials to provide a unitized system of structural integrity. The components further cooperate with a secondary water sealing ability to minimize and/or prevent influent water damage to the structure in the event that the primary sealing system is compromised.
Abstract:
An improved fastener for securing a first building component to a second building component is provided. The fastener includes a head, a shank, and a tip. The shank is connected to the head and extends along a longitudinal axis to the tip. The shank includes an upper shank portion, a lower shank portion, and a transition zone. The upper shank portion is located adjacent to the head. The lower shank portion is spaced from the upper shank portion and is located adjacent to the tip. The transition zone is positioned longitudinally between the upper shank portion and the lower shank portion. The transition zone is longitudinally spaced from the head by a pre-determined distance. The pre-determined distance is associated with a thickness of the first building component such that the transition zone is aligned with a joint between the first and second building components.
Abstract:
An anchor bolt device for securing a structural member to a concrete foundation is described. The anchor bolt device includes a first anchor bolt, which has an enlarged portion, a shank portion, and a tail portion. The enlarged portion extends from a first end of the first anchor bolt and has an enlarged portion cross-section. The tail portion extends from a second end of the first anchor bolt and has a tail portion cross-section. The shank portion is disposed between the enlarged portion and the tail portion and has a shank portion cross-section that is smaller than the enlarged portion cross-section. A first coupling is disposed at the first end of the first anchor bolt for securing the first anchor bolt to the structural member. A second anchor bolt may be coupled to the second end of first anchor bolt at a second coupling.
Abstract:
An enlarged head fastener device and method for manufacturing the same is described. The enlarged head fastener device includes a shank and a head. The head extends outwardly from the shank in a transverse plane to define a head periphery. The head has an anterior side and a posterior side. The anterior side includes a bearing surface and a convergent transition portion that reinforces the head. The convergent transition portion extends between a large end adjacent the bearing surface to a small end adjacent the shank. At least one ridge formation projects from the anterior side of the head providing additional reinforcement. The ridge formation extends continuously between an outboard end positioned on the anterior side of the head adjacent the head periphery and an inboard end positioned on the shank. The head may be centered or offset relative to the shank.