An adjustable bracket for raising a patio roof comprising an attachment mechanism attachable to a fascia or eave on a side of a residential structure; a bracket mechanism configured to raise, support, and attach a patio roof member or joist above the fascia or eave; and an adjustment mechanism to provide an adjustment angle of the bracket mechanism relative to the attachment mechanism to accommodate different roof angles.

The invention is related to methods and pergola systems comprising a plurality of pergola components, a plurality of pergola brackets that engage with the pergola components and allow for the pergola components to attach to a building at a range of angles with respect to the pergola bracket.

A rafter bracket configured to connect a vertical post to a rafter is described herein. The rafter bracket may include lower vertical side plates, a horizontal plate, and upper vertical side plates. The horizontal plate may be perpendicular to the upper and lower vertical side plates and may separate the upper vertical side plates from the lower vertical side plates. The horizontal plate and lower vertical side plates may create an upper cavity that receives the vertical post. Meanwhile, the rafter may be positioned on one of the upper vertical side plates and positioned between two of the upper vertical side plates and may be angled at an acute angle relative to the vertical post as well as the upper and lower vertical side plates.

The present invention relates to a roof truss tie-down apparatus including a pin and bracket engagement which enables a wall frame to accommodate any style of roof truss at any angle, and a method of constructing such a roof frame.

The invention is related to methods and pergola systems comprising a plurality of pergola components, a plurality of pergola brackets that engage with the pergola components and allow for the pergola components to attach to a building at a range of angles with respect to the pergola bracket.

The present application relates to a vessel support beam comprising two or more beam elements wherein each beam element comprises a first and second opposing long side connected by a top side, a lower side and two opposing end sides, said beam elements are arranged parallelly with at least one long side of one beam element facing a long side of another beam element, thereby forming a reactor support beam having a first and second opposing long side surface, a top surface and a lower surface.

A building is constructed from a plurality of rectangular wall sections secured to one another. At least some wail sections are formed of an upper and a lower beam, vertical studs extending between the upper and lower beams and a wall panel secured to the beams and to the studs. In the invention, each beam is formed of an elongate metal sheet folded through a right angle about at least one longitudinally extending line to define at least a horizontal first plate, and a vertical second. A plurality of separately formed sheet metal brackets are secured to at least one of the plates of the folded metal sheet at preset distances from one another along the length of the beam and secured to the ends of the studs.

This building comprises a foundation, a main building part that is provided to the foundation and that has a framework structure, and a roof that is provided to the main building part and that has a truss structure. Moreover, a method for constructing the building includes: a first step for forming the foundation; a second step for creating the main building part having a framework structure on the foundation; and a third step for attaching, to the main building part, a roof frame having a pre-assembled truss structure.

ABSTRACT The present disclosure pertains to a roof anchoring system designed to enhance the structural resilience of buildings and prevent roof uplift during severe weather conditions such as storms, tornadoes, and hurricanes. The system addresses the need for a cost-effective, easily installable solution that can integrate with existing roof structures or new roof builds, thereby providing greater rigidity, among other benefits. Components include a base affixed to a bearing wall, a vertical reinforcement member extending from the base, radius arms connected to the vertical reinforcement member via angular adjustment members, and radius brackets securing the radius arms to the roof rafters and timber walls/sheeting.

A connection structure includes a first connection structure connecting a lower end of a first slope beam and a first framework member, the first connection structure including a first metal fitting that comes into contact with a first end surface of the lower end of the first slope beam. The first slope beam and the first framework member are connected by the first metal fitting in such a manner that a lower surface of the first slope beam is positioned higher than an upper surface of the first framework member.