Abstract: A smart plan portal that is used in conjunction with a computer aided design (CAD) software application module. The smart plan portal provides a library of predesigned elements that are presented for selection and placement for building design. Each placed element automatically integrates with adjacent elements and the overall building design. Based on the building design using the library of elements, structural components and equipment components are generated. Each component is associated with a digital identifier that is used to identify a number of attributes for the associated component.

Abstract: In one implementation, a stair installation bracket for installing staircases in stairwells is provided. The bracket includes a bracket assembly configured to anchor to a wall of a stairwell, a hanger tool removably connected to the bracket assembly, and a positioning bolt for positioning a staircase relative to the wall. A method of installing a staircase using the bracket assembly includes positioning the staircase on tabs of one or more bracket assemblies, rotating the positioning bolt to vertically positioning the staircase relative to pilot holes of the bracket assembly, anchoring the staircase to the bracket assembly, and removing the hanger tool from the bracket assembly.

Abstract: The disclosed technology provides a seismic yielding connector. The seismic yielding connector includes a U-shaped plate configured to connect a side stud of a panel to another component of a panel and a yielding plate located between the U-shaped plate and the side stud of the panel. A high-strength bolt connects the U-shaped plate, the yielding plate, and the side stud of the panel to a structural column. A bushing is located between the U-shaped plate and the structural column.

Abstract: A balcony includes a balcony assembly and a structural post and outrigger system. The structural posts provide structural support for buildings and include the outriggers that extend substantially perpendicularly from the structural posts to a location where the balcony assembly will be installed. The outriggers include a tube or beam and an end plate on an end of the beam distal from the structural post. The balcony assembly includes at least one long beam, a platform, and a locking mechanism on an end of the long beam. The locking mechanism includes a channel for receiving and securing the end plate of the outrigger. The balcony assembly is secured to the outrigger using fasteners.

Abstract: In one implementation, a metal deck is provided that includes one or more deck components formed in a contiguous metal sheet. Each of the deck components includes one or more folded ribs formed along the length of the metal deck. Each of the one or more folded ribs are configured such that one or more trusses of a building may fit between the one or more folded ribs. The metal deck may be used to complete the structural diaphragm without using concrete.

Abstract: The disclosed technology provides a seismic yielding connector. The seismic yielding connector includes a U-shaped plate configured to connect a side stud of a panel to another component of a panel and a yielding plate located between the U-shaped plate and the side stud of the panel. A high-strength bolt connects the U-shaped plate, the yielding plate, and the side stud of the panel to a structural column. A bushing is located between the U-shaped plate and the structural column.

Abstract: A smart plan portal that is used in conjunction with a computer aided design (CAD) software application module. The smart plan portal provides a library of predesigned elements that are presented for selection and placement for building design. Each placed element automatically integrates with adjacent elements and the overall building design. Based on the building design using the library of elements, structural components and equipment components are generated. Each component is associated with a digital identifier that is used to identify a number of attributes for the associated component.

Abstract: The disclosed technology provides a seismic yielding connector. The seismic yielding connector includes a U-shaped plate configured to connect a side stud of a panel to another component of a panel and a yielding plate located between the U-shaped plate and the side stud of the panel. A high-strength bolt connects the U-shaped plate, the yielding plate, and the side stud of the panel to a structural column. A bushing is located between the U-shaped plate and the structural column.

Abstract: In one implementation, a metal deck is provided that includes a plurality of deck components formed in a contiguous metal sheet. Each of the deck components includes a plurality of folded ribs formed along the length of the metal deck. Each of the plurality of folded ribs are configured such that one or more trusses of a building may fit between the plurality of folded ribs. The metal deck may be used to complete the structural diaphragm without using concrete.

Abstract: A balcony includes a balcony assembly and a structural post and outrigger system. The structural posts provide structural support for buildings and include the outriggers that extend substantially perpendicularly from the structural posts to a location where the balcony assembly will be installed. The outriggers include a tube or beam and an end plate on an end of the beam distal from the structural post. The balcony assembly includes at least one long beam, a platform, and a locking mechanism on an end of the long beam. The locking mechanism includes a channel for receiving and securing the end plate of the outrigger. The balcony assembly is secured to the outrigger using fasteners.

Abstract: Method and system disclosed herein provides generating a three-dimensional construction grid based on a data file generated by an architectural software, wherein the three-dimensional grid includes three-dimensional position information of various structural building components; displaying the three-dimensional construction grid using a display device of a computing device; receiving information of various non-structural building components, the information including location of the non-structural building components on the three-dimensional grid; associating the non-structural building components to one or more of the structural components of the three-dimensional grid; and automatically generating a plurality of specifications for the non-structural building components.

Abstract: The disclosed technology provides a seismic yielding connector. The seismic yielding connector includes a U-shaped plate configured to connect a side stud of a panel to another component of a panel and a yielding plate located between the U-shaped plate and the side stud of the panel. A high-strength bolt connects the U-shaped plate, the yielding plate, and the side stud of the panel to a structural column. A bushing is located between the U-shaped plate and the structural column.

Abstract: An infill wall support clip is described. The infill wall support clip provides lateral bracing for wall panels in residential or commercial buildings. The infill wall support clip anchors to a top track of wall panels and to a bottom track of a floor truss. The infill wall support clip provides spacing between the wall panel and the floor truss such that drywall may be continuously overlaid on top of the wall panel.

Abstract: In one implementation, a metal deck is provided that includes a plurality of deck components formed in a contiguous metal sheet. Each of the deck components includes a plurality of folded ribs formed along the length of the metal deck. Each of the plurality of folded ribs are configured such that one or more trusses of a building may fit between the plurality of folded ribs. The metal deck may be used to complete the structural diaphragm without using concrete.

Abstract: Structural truss panels include first, second, third, and fourth horizontal elongated members and first and second vertical elongated members fastened to the first, second, third, and fourth horizontal elongated members. The first and fourth horizontal elongated members form respectively a top and a bottom of the structural truss panel. The first and second vertical elongated members forming respective sides of the structural truss panel. The structural truss panel further includes and an angled webbing fastened between the first and second vertical elongated members and the first and second horizontal elongated members thereby creating an integrated web truss within the structural truss panel. The structural truss panel includes first, second, and third brace members forming a V-braced truss panel.

Abstract: An infill wall support clip is described. The infill wall support clip provides lateral bracing for wall panels in residential or commercial buildings. The infill wall support clip anchors to a top track of wall panels and to a bottom track of a floor truss. The infill wall support clip provides spacing between the wall panel and the floor truss such that drywall may be continuously overlaid on top of the wall panel.

Abstract: In one implementation, a stair installation bracket for installing staircases in stairwells is provided. The bracket includes a bracket assembly configured to anchor to a wall of a stairwell, a hanger tool removably connected to the bracket assembly, and a positioning bolt for positioning a staircase relative to the wall. A method of installing a staircase using the bracket assembly includes positioning the staircase on tabs of one or more bracket assemblies, rotating the positioning bolt to vertically positioning the staircase relative to pilot holes of the bracket assembly, anchoring the staircase to the bracket assembly, and removing the hanger tool from the bracket assembly.

Abstract: Structural columns are fastened to one another vertically. Wall panels may be fastened to the structural columns so that load is transferred through the structural columns rather than vertically between the wall panels.

Abstract: A method and system disclosed herein provides generating an architectural diagram describing an architectural layout of a building, wherein one or more walls of the building are designated as standardized structural walls, automatically positioning each of the standardized structural walls to a geometric grid, and mapping (or “placing”), using a computer, one or more of a plurality of standardized structural components, including standardized panels, standardized columns, and standardized trusses to coordinates of the geometric grid.

Abstract: Method and system disclosed herein provides generating a three-dimensional construction grid based on a data file generated by an architectural software, wherein the three-dimensional grid includes three-dimensional position information of various structural building components; displaying the three-dimensional construction grid using a display device of a computing device; receiving information of various non-structural building components, the information including location of the non-structural building components on the three-dimensional grid; associating the non-structural building components to one or more of the structural components of the three-dimensional grid; and automatically generating a plurality of specifications for the non-structural building components.