JP2015512474A5 - - Google Patents

Claims (19)

An architectural system that provides structural integrity to a building, minimizing or preventing the effects of wind storms associated with the wind, torsional, and seismic forces. And
A plurality of subsystems coupled to the building;
The building includes a wall structure having a plurality of studs and a roof structure including at least one from a group of trusses, beams, and rafters.
An anchor system connected to the foundation;
A wall reinforcement system having a plurality of structural struts individually disposed between adjacent ones of the studs;
A lateral corner brace reinforcement system having subassemblies disposed along the intersection walls and fastened together at the building intersection corners;
A diaphragm reinforcement system having a plurality of members fastened to a gable wall of the roof structure, fastened to at least one of the truss, beams and rafters of the building and further coupled to the anchor system; ,
A series of compression blocking in the building;
A plurality of members individually connecting each of the structural columns to the roof structure such that the wall reinforcement system uses the structural columns to securely connect the roof structure and the wall structure to the foundation; A rafter / beam restraint system,
The diaphragm reinforcement system includes at least one horizontal support beam fastened across one of the gable walls of the roof structure, the diaphragm reinforcement system comprising at least one from the truss, beam, and rafter group. Supported by at least one inclined brace coupled to at least one lateral brace fastened together, the diaphragm reinforcement system being non-fastened to at least one of the structural struts and foundation components of the anchor system Architectural system including hinge bracket.   The building system of claim 1, wherein the subsystem further comprises a series of compressed blocks in the roof structure having aligned bolt connections spanning individual blocking braces.   The building system according to claim 2, wherein a roofing sheet is fastened to the blocking brace.   The building system of claim 1, wherein the subsystem further comprises a series of compression blocks in the wall structure having aligned bolt connections spanning individual blocking braces.   The building system according to claim 4, wherein a wall dam is fastened to the blocking brace.   The building system of claim 1, wherein the at least one inclined brace is attached to the at least one lateral brace using a double clevis bracket.   The building system of claim 6, wherein the double clevis bracket includes a pre-drilled hole that provides a drill guide for field installation and installation.   The building system of claim 1, wherein the lateral brace is attached to a beam component using a single clevis bracket.   The building system of claim 1, wherein the non-hinge bracket is positioned across a lateral brace and includes a mounting hole for attachment to a gable wall structure fastened to the non-hinge bracket.   The non-hinge bracket is directly fastened to the gable wall, directly fastened to the double top plate of the wall structure, and further directly fastened to the lateral brace of the diaphragm reinforcing system, and passes through the structural pillar of the wall structure. The building system of claim 1 further coupled to a foundation element of the anchor system.   The building of claim 1, wherein the subsystem further comprises a lateral corner brace reinforcement assembly that includes at least one structural support, at least one laterally extending beam, and at least one corner coupling bracket. system.   12. The building system of claim 11, further comprising a plurality of structural posts individually pre-drilled as fastening points for the wall dam.   12. The building system of claim 11, further comprising a plurality of transverse beams individually pre-drilled as fastening points for the wall dam.   12. The building system of claim 11, wherein the lateral corner brace reinforcement assembly includes at least one corner coupling bracket that is pre-drilled and fastened to a corner building component.   The transverse corner brace reinforcement assembly is directly fastened to a plurality of corner building components, passed through a double top plate, fastened directly to a roof reinforcement component, connected to a foundation component, and directly to a wall dam The building system according to claim 11, wherein the building system is fastened.   The architectural system of claim 15, wherein the lateral corner brace reinforcement assembly is also fastened to the diaphragm reinforcement system.   The building system of claim 1, wherein the anchor system includes an anchor fastening portion coupled to and partially extending from the foundation, and each of the structural struts is coupled to two of the anchor fastening portions. . An architectural system for providing structural integrity to a building including a wall structure having a plurality of studs, a foundation, and a roof structure, the roof structure including gable walls, trusses, beams, and rafters. And at least one from the group of
The building system
An anchor system including a foundation element coupled to the foundation of the building;
A wall reinforcement system having a plurality of structural columns individually disposed between adjacent studs of the plurality of studs of the building;
A diaphragm reinforcement system substantially traversing at least one of the truss, beams, and rafters group;
The diaphragm reinforcement system includes a plurality of members fastened to at least one of the gable walls of the roof structure, at least one from the truss, beams, and rafters, and at least one of the anchor systems. Have
The diaphragm reinforcement system includes at least one horizontal support beam fastened to at least one gable wall of the roof structure;
The diaphragm reinforcement system is supported by at least one inclined brace coupled to at least one lateral brace fastened to at least one from the truss, beam, and rafter group;
The diaphragm reinforcement system includes a non-hinge bracket, the non-hinge bracket being fastened to at least one gable wall of the roof structure and at least one of the plurality of structural posts, thereby providing the non-hinge bracket. A construction system wherein the diaphragm reinforcement system and at least one gable wall of the roof structure are fastened directly to a foundation element of the anchor system via the at least one structural support. The foundation element of the anchor system comprises an anchor fastening connected to the foundation and partially extending from the foundation;
The building system according to claim 18, wherein each of the plurality of structural pillars is connected to two of the anchor fastening portions.