A modular support frame comprises trusses, purlins transverse to the trusses, and vertical posts supporting the various trusses. A supply of wedges permits flange-type connectors to be joined to complementary connectors throughout the foundation. The trusses are arranged end-to-end in parallel rows, each row comprising at least one pair of trusses or more depending on the desired size of the foundation. Vertical posts are positioned between the ends of each of the trusses within a row and at opposing ends of the row, and each post comprises a pair of flange-type connectors at predetermined heights. Each of the trusses is terminated at either end with a pair of complementary connectors such that adjacent in-line trusses can be mounted to the post between them and the outer pair of trusses can be mounted to the posts terminated the row. Purlins extend perpendicularly between the trusses in adjacent rows to reinforce the frame. To that end, the trusses comprise flange-type connectors and the purlins are terminated at either end with complementary connectors.

An under-structure storage device for storing items is presented. The under-structure storage device is coupled to an underside of a structure such as a crawl space under the structure. The device is suitable for structures such as a house, a mobile home, a trailer, an eighteen-wheeler box truck storage unit, camper, tent structures etc. Furthermore, the device provides easy access, protection against damage, contamination and/or theft of contents stored in the device. The device has one or more enclosures and one or more drawers where the drawers may be inserted into the enclosures.

A support stand (2) and a foundation system (1) for a building comprising the support stand (2) attachable to a structural beam (3) in which the support stand (2) comprises a pedestal (6) and a beam carrier (7) mounted on the pedestal (6) wherein the beam carrier (7) comprises a wingnut construction defining at least one substantially vertical wing (19,33) connectable with a structural beam (3).

The invention relates to a rupture element, which is located in concrete structures and the rupture element comprises a sheet material with edges that are bent at an angle so that they produce a tenon-shape. The rupture element, if necessary, is waterproof and produces slightly weakened cracks in the predefined location of concrete.

A support stand (2) and a foundation system (1) for a building comprising the support stand (2) attachable to a structural beam (3) in which the support stand (2) comprises a pedestal (6) and a beam carrier (7) mounted on the pedestal (6) wherein the beam carrier (7) comprises a wingnut construction defining at least one substantially vertical wing (19,33) connectable with a structural beam (3).

An adjustable railing post-to-substrate embed system for anchoring a railing post having a railing base with plural railing base anchor holes includes: a plate, having anchor holes; a plurality of nuts, a first end of each nut being arranged proximate a respective one of the anchor holes, the first end of each nut being configured to be selectively and removably threadingly engaged, via the respective anchor hole, with one selected from the group consisting of: respective upper protective bolts, and respective bolts of the railing base; and a plurality of anchors, each being configured to adjustably threadingly engage a second end of a respective one of the nuts, distal the respective anchor hole, each of the anchors being individually adjustable in length by threadable engagement with the second end of the respective one of the nuts.

An adjustable railing post-to-substrate embed system for anchoring a railing post having a railing base with plural railing base anchor holes includes: a plate, having anchor holes; a plurality of nuts, a first end of each nut being arranged proximate a respective one of the anchor holes, the first end of each nut being configured to be selectively and removably threadingly engaged, via the respective anchor hole, with one selected from the group consisting of: respective upper protective bolts, and respective bolts of the railing base; and a plurality of anchors, each being configured to adjustably threadingly engage a second end of a respective one of the nuts, distal the respective anchor hole, each of the anchors being individually adjustable in length by threadable engagement with the second end of the respective one of the nuts.

A locking track for a wall reinforcement system comprises a top panel, two opposing side panels, a channel defined between the top panel and the two opposing side panels, and locking tabs formed in the two opposing side panels and extending into the channel. The wall reinforcement system further comprises a post. The post comprises a web, two flanges extending transversely from the web, and at least one slot formed in each one of the two flanges. The post is attachable to the locking track, and when attached, the at least one slot formed in each one of the two flanges receives a corresponding one of the locking tabs to lock the post to the locking track.

A permanent wood foundation wall which includes a frame having a first member, a second member spaced apart from the first member, and two side members. The first member, second member, and two side members each have a front surface and a rear surface that form the front frame surface and the rear frame surface. A cavity is formed between the front frame surface and the rear frame surface of the frame and the first member, second member, and two side members are formed from a wood material including a preservative. Further, the permanent wood foundation wall includes a sheathing board having a first side attached to the rear frame surface of the frame and a second side opposite the first side, a waterproofing membrane applied to the second side of the sheathing board, and a foam layer formed within the cavity of the frame.

A lateral force resistance system for a building is provided wherein a portal frame is constructed with a lapped connection between the supported structural member and the supporting structural member and the supporting structural member is made with an elongated member that spans the width of the supporting structural member and the height of the supporting structural member.