The present invention is a computer implemented method comprising: accessing a model of a building; isolating a set of roof trusses, wherein the roof trusses are comprised of members; analyzing each of the members and determining the actual properties of each of the members; comparing if the actual properties of the members are within a predetermined tolerance of a set of required properties for each of the members; and generating a list of all conflicting members.

A framing assembly has at least one rafter vent assembly having a connecting member with a plurality of vent tubes for providing supplemental ventilation and additional structural support to a frame of a building structure. The at least one rafter vent assembly may be an interior rafter vent assembly or an exterior rafter vent assembly. The interior rafter vent assembly has at least one brace member and a connecting member, with the connecting member having a connecting plate, two end plates, and the plurality of vent tubes. The exterior rafter vent assembly has the connecting member that has a connecting plate and the plurality of vent tubes. The framing assembly also preferably has a plurality of modified structural insulated panels (SIPs) and modified rafter splines.

The present invention relates to a tensioning bracket (1) for tensioning at least one perforated band (6) defining a longitudinal band axis (15), the bracket comprising at least one bracket element (2) having a thickness and comprising a first body section (3) defining a first longitudinal body axis, a first body width, and the first body section comprising a number of projecting pins (11) arranged to receive the perforations (7) of the band, the projecting pins identifying a pin side and an opposing non-pin side of the bracket element, and a second body section (4) defining a second longitudinal body axis, a second body width comprising a number of holes (12) arranged in the same pattern as the projecting pins of the first body section, and the bracket element further comprising an attachment section (8) for attaching means for pulling and thereby tensioning the perforated band, wherein the first and second body sections are connected to each other via a common section (5) made of the same piece of material as the first and second body section and wherein the bracket element is configured so that when bending the element along a bending line in the common section the pins of the first section are received in holes of the second body section.

Expandable container shelter, where the container comprises elements pivotally connected to the container in vertical mounts at the ends of longitudinal side of the container, provided for creating a structure designed for extending the inner space of the container to a shelter connected with this container at the longitudinal side of the container characterized in that elements provided for creating the structure designed for extending the inner space of the container (1) to the shelter (2) connected with this container (1) are at least on one longitudinal side of the container (1) composed of one pair of supporting frames (3), where the supporting frame (3) comprises at least one horizontal beam (31), wherein the supporting frame (31) has length in the range up to dimension equal to inner length of the container (1), where the shelter (2) roof (6) supports (5) are connected to the supporting frames (3).

The present anti-ballistic shelter is a reinforced unit configured to comply with both ISO standards for size and weight, and with the U.S. Department of State Certification Standard for Forced Entry and Ballistic Resistance of Structural Systems. Each end and side wall of the unit is reinforced with wall studs that penetrate the unit's structural framework. Even though these wail studs are welded into place, penetration of the wall studs into the framework ensures acceptable blast, ballistic, and forced entry resistance even if the welds are flawed.

A valley clip for a valley truss to deck panel connection of a roof system is disclosed. The valley clip includes a base and a tab. The base includes a plate shape. The base is adapted to fasten to one or more ribs of the deck panel. The tab includes an end connected to the base. The tab is adapted to rotate relative to the base into a vertical position for fastening to a side of a bottom chord of the valley truss.

A modular, unified, and completed garage structure comprising first and second garage modules, having mating surfaces and exterior walls, and temporary wall bracing and temporary floor bracing, wherein the modules have open interiors, free of any supports apart from the exterior walls and the mating surfaces, wherein the first module has a garage door opening in one of the exterior walls, wherein the mating surfaces comprise matching pairs of structural lumber that span the length of the module.

A fast, flexible, and affordable structural building solution is disclosed. Current construction methodologies are prohibitively costly, slow, and wasteful. This construction method provides responsive and adaptive short to long term structural solutions. A reconfigurable flat packed modular structure can be shipped, assembled, and move-in ready in a fraction of the time of standard structural solutions. This system is easy to assemble and reusable with decreased maintenance costs and utilizes standardized shipping infrastructure. The structural elements are designed to build flexible residential, commercial, and industrial spaces. Component standardization reduces construction and maintenance cost over traditional building methods. The ease of construction reduces the learning curve for the assembly process. Embedded utilities in the components further minimize construction time. The modular nature of the design system allows for rapid assembly, disassembly, and redeployment as needed. Components are specifically built to ship using standard shipping containers for optimal organization of components and transportation.

A modular building section defining the roof and opposing walls of a modular clearspan building. The building section includes a roof portion extending in a longitudinal direction between opposite first and second ends, and a pair of first and second legs, each leg pivotally attached about a pivot axis to the roof portion proximate a roof portion end. Each of the first and second legs has a stowed position in which the leg generally extends in the longitudinal direction and is in superposition with the roof portion, and an expanded position in which the leg depends from the roof portion and generally extends perpendicularly to the longitudinal direction. The legs are moveable independently of each other from their respective stowed positions to their respective expanded positions under the influence of gravity during lifting of the roof portion. Also disclosed are methods for constructing a modular clearspan building.

The present invention provides a multi-layer roof system, and an installation method. The multi-layer roof system comprises a roof truss; and a multi-layer panel comprising a base layer, a plurality of intermediate layers, and at least one coating layer placed over the plurality of intermediate layers. The base layer comprises at least one membrane of waterproof or water resistant material configured to provide an under-laminate capable of being affixed to a building structure with no screws. The plurality of intermediate layers comprises a first intermediate layer, a second intermediate layer and a third intermediate layer. The first intermediate layer comprises a cooling layer. The second intermediate layer comprises a mesh layer. The third intermediate layer comprises a reflecting layer. The at least one coating layer may comprise a plurality of coating layers. The multi-layer roof system provides a multi-layer building roof structure configured to be both structurally sound and energy efficient.