Modular building methods and systems using lightweight modular panels, and specially configured transition panels for transitioning from wall to floor, or from wall to roof. Identically configured standard panels are used for constructing the walls, floor, and roof, with transitions from one structure to the next (e.g., wall to floor, or wall to roof). Each of the variously configured panel types includes channels (e.g., 2 pair of channels) formed through the length of the foam body, where the channels are configured to receive splines (e.g., flanges of an I-beam) therein. In the standard panel, the channels may include pairs of top and bottom channels, with the channels offset towards the respective panel major faces. In the transition panels, the channels may be similarly configured, but positioned differently to make the appropriate transition. The splines are connected to a frame, which acts as a template and transfers loads to a foundation.

A sill plate anchorage assembly for supporting prefabricated building walls includes an elongated member having spaced holes. A concrete formwork defines a space for receiving concrete to form a foundation to support the elongated member. The elongated member may be supported temporarily from the formwork. Anchor shafts extend within each of the spaced holes and extend below the elongated member into the space defined by the concrete formwork. After forming and curing the concrete, nuts or other fasteners are tightened over the upper ends of the anchor shafts to secure the elongated member against the foundation. The upper portions of the spaced holes may include enlarged recesses for receiving the fasteners. Indicia marked upon the elongated member may show the location and type of pass-through regions. A method to secure a horizontal sill plate to an underlying concrete foundation to support vertical building wall panels is also disclosed.

Diagonal beam joining hardware according to one or more embodiments includes: a beam splicing part; an extending part protruding from an appropriate intermediate part of the beam splicing part; and a beam receiving hardware mounting part bending and extending from an end edge of the extending part to form a predetermined plane angle with respect to the beam splicing part. The beam splicing part is attached and fastened to a side face of a continued beam by through bolts and penetrating the beam in the beam width direction. Beam receiving hardware is fitted in a slit formed in an end part of the diagonal beam. A contacting part of the beam receiving hardware is superimposed on the beam receiving hardware mounting part of the diagonal beam joining hardware and fastened by bolt/nut fastening.

Structural support apparatus, system, and installation method, comprising a base member adapted for being mounted to an existing building structure, an attachment bracket mounted to the base member at a pivot point adapted to be set securely to an angle selected during installation, the attachment bracket also adapted for mounting to a wood riser having openings therein to match the attachment bracket.

An umbrella shaft supporting stand adapted to be secured between a pair of parallel joists, wherein the joists each include parallel side surfaces which face and are spaced from each other a distance X. The supporting stand comprises a U-shaped bracket defined by a pair of wings and a central beam extending therebetween. A sleeve is secured to the bracket beam and defines a bore adapted to receive an umbrella shaft receiving tube which receives an umbrella shaft, or which directly receives an umbrella shaft. Each of the wings include parallel side surfaces that face away from and are spaced from each other a distance that matches the distance X. The bracket is secured to the joists by locating the wings between the joists with each of the wing side surfaces located adjacent to and facing a respective joist side surface and fastening the wings to the respective adjacent joist.

An arch building structure includes a plurality of structural arch assemblies, a plurality of purlins, and a plurality of flat roofing sections. The plurality of structural arch assemblies is positioned parallel and offset from each other upon the length of the building. The plurality of purlins is positioned perpendicular to the plurality of structural arch assemblies and radially positioned on the vertexes of the plurality of structural arch assemblies to further strengthen the building. Each of the plurality of flat roofing sections is mounted across a corresponding pair of adjacent purlins from the plurality of purlins so that the building roof can be completed.

An installation and construction method of a wall panel is provided for installing the wall panel to a pair of wooden columns and a wooden horizontal member, the wooden columns being installed in a standing manner so as to be spaced apart from each other, the wooden horizontal member being installed to the wooden columns. The method includes: forming the wall panel by connecting mutually adjacent end portions of a plurality of surface members in a horizontal direction by a half column extending in a vertical direction, studs being fixed on first plate surfaces of the plurality of surface members; and after installing the wooden horizontal member to the wooden columns and adjusting erection of the wooden columns, fixing edge end portions of the surface members of the wall panel to front surfaces of the wooden columns and a front surface of the wooden horizontal member.

A connector that has a frame and a complementary column affixing pressure plate for coupling to the frame. The frame and the complementary column affixing pressure plate together forming a hollow body. The hollow body having a top end having an opening, a bottom end and side faces. The frame and complementary column affixing pressure plate having complementary apertures for receiving fasteners for affixing a column receivable within the hollow body from the top end. A joist plate coupled to the frame and a joist affixing pressure plate adapted for coupling to the joist plate. The joist plate and the joist affixing pressure plate having complementary apertures for receiving fasteners for affixing a joist. The connector can be used in construction of modular building and units.

An anchor track for use with a holdown anchor and an anchor assembly. The anchor track has an upwardly opening channel, a first end, and a second end. The anchor assembly is slidable within the upwardly opening channel between the first and second ends to a desired position when the anchor track is at least partially embedded in concrete. The anchor assembly extends upwardly from inside the upwardly opening channel to the holdown anchor and is couplable to the holdown anchor when the anchor assembly is positioned adjacent to the holdown anchor.

A reinforced stud-framed wall, including a bottom plate; first and second vertical studs; a member supported on the bottom plate, the member having a compression strength greater than a compression strength of the bottom plate; the first vertical stud having a bottom end supported on the member with a first contact area, whereby a load on the first contact area is spread over a first area on the bottom plate larger than the first contact area; and the second vertical stud having a bottom end supported on the member with a second contact area, whereby a load on the second contact area is spread over a second area on the bottom plate larger than the second contact area.