The disclosure generally relates to a locating assembly as a component of a locating table segment for positioning truss segments in a truss assembly system. The system generally includes a plurality of table segments aligned in parallel and adapted to position a series of locating blocks on a top surface of the system/table, where each block is a component of one of a plurality of locating assemblies in the system. The block positions collectively define an outer boundary of a support truss (e.g., as a roofing truss). Once the blocks are moved to their desired position, appropriately sized truss segments are placed within the block-defined boundary and fastened together.

The disclosure generally relates to a locating assembly as a component of a locating table segment for positioning truss segments in a truss assembly system. The system generally includes a plurality of table segments aligned in parallel and adapted to position a series of locating blocks on a top surface of the system/table, where each block is a component of one of a plurality of locating assemblies in the system. The block positions collectively define an outer boundary of a support truss (e.g., as a roofing truss). Once the blocks are moved to their desired position, appropriately sized truss segments are placed within the block-defined boundary and fastened together.

A composite building system comprising a structural frame and walls which is made of pultrusion fiber reinforced polymer (PFRP) material. PFRP provides increased performance, strength, protection, and longevity for mobile and fixed building structures, enclosures or vehicles, commonly found in residential, commercial, industrial, healthcare, aerospace, government defense, energy, and agriculture sectors. The PFRP material comprises fibers embedded in a resin matrix. Exemplary fibers are glass, carbon, and synthetic fibers. PFRP products can be formed using a pultrusion method that eliminates outgassing. An intumescent fire barrier can be applied to the PFRP to meet National Fire Protection Association fire endurance codes and standards. The composite building system increases personal safety while reducing weight, labor costs, construction time, and total cost of ownership over the life of the structure while being resistant to ballistic, seismic, corrosion, rotting, impact, and insect damage. In addition, a wall and wall assembly consisting of the PFRP material is impervious to water and air and does not require an exterior finish coating. The PFRP wall and wall assembly can be designed to be versatile, allowing for use with both PFRP structural framing and traditional framing materials, such as concrete, steel, and wood.

A roof structure supporting a roof comprising a truss and a joist supporting the truss, the joist having two elongated wooden beam members on the bottom of the truss connected with beam tie members comprised of a pair of congruent truncated mirror image parallelograms forming hexagons with mutually facing and abutting portions. Each beam tie member is connected to outer sides of top and bottom elongated wooden beams and is adjacent to the next beam tie connected to outer sides of top and bottom elongated wooden beams. The tied beams allow use of smaller, less expensive beam members yet providing good truss support in a joist.

A roof structure supporting a roof comprising a truss and a joist supporting the truss, the joist having two elongated wooden beam members on the bottom of the truss connected with beam tie members comprised of a pair of congruent truncated mirror image parallelograms forming hexagons with mutually facing and abutting portions. Each beam tie member is connected to outer sides of top and bottom elongated wooden beams and is adjacent to the next beam tie connected to outer sides of top and bottom elongated wooden beams. The tied beams allow use of smaller, less expensive beam members yet providing good truss support in a joist.

A metal canopy structure, including: arches arranged in parallel formation, equally spaced apart, the arches having a planar construction and disposed on a plane running along a first axis; a plurality of cross beams arranged in parallel formation and disposed on a second axis perpendicular to the first axis and mechanically coupled to the plurality of arches; a plurality of support poles, each of the arches mechanically coupled to a pair of support poles; a plurality of coupling poles, the coupling poles disposed along the second axis and mechanically coupled to the plurality of support poles, at least a portion of the coupling poles arranged in a parallel formation.

A metal canopy structure, including: arches arranged in parallel formation, equally spaced apart, the arches having a planar construction and disposed on a plane running along a first axis; a plurality of cross beams arranged in parallel formation and disposed on a second axis perpendicular to the first axis and mechanically coupled to the plurality of arches; a plurality of support poles, each of the arches mechanically coupled to a pair of support poles; a plurality of coupling poles, the coupling poles disposed along the second axis and mechanically coupled to the plurality of support poles, at least a portion of the coupling poles arranged in a parallel formation.

A roof truss having laterally extended portions compared to standard size roof trusses for supporting a roof over a longer span compared to the span of a standard size truss. The extended portion has a supplemental purlin outside of the outermost web member of a standard size roof truss. The supplemental purlin transmits roof load force through a K truss or half-K truss with the upper portion of the K truss fastened to the supplemental purlin and a lower portion fastened to the roof truss extended bottom chord. Use of the supplemental purlin and K-truss architecture eliminates the need for sloping web members in the truss extended portion thereby saving material in truss construction while utilizing standard size truss templates and assembly jigs.

A roof truss having laterally extended portions compared to standard size roof trusses for supporting a roof over a longer span compared to the span of a standard size truss. The extended portion has a supplemental purlin outside of the outermost web member of a standard size roof truss. The supplemental purlin transmits roof load force through a K truss or half-K truss with the upper portion of the K truss fastened to the supplemental purlin and a lower portion fastened to the roof truss extended bottom chord. Use of the supplemental purlin and K-truss architecture eliminates the need for sloping web members in the truss extended portion thereby saving material in truss construction while utilizing standard size truss templates and assembly jigs.

A roof structure supporting a roof comprising a truss and a joist supporting the truss, the joist having two elongated wooden beam members on the bottom of the truss connected with beam tie members comprised of a pair of congruent truncated mirror image parallelograms forming hexagons with mutually facing and abutting portions. Each beam tie member is connected to outer sides of top and bottom elongated wooden beams and is adjacent to the next beam tie connected to outer sides of top and bottom elongated wooden beams. The tied beams allow use of smaller, less expensive beam members yet providing good truss support in a joist.