Abstract: An insulated concrete form panel assembly for constructing insulated concrete walls includes a frame comprising a plurality of steel studs and at least two cross members that connect the studs together. A pair of insulating panels are fastened to and span respective inner and outer opposing sides of the frame so as to define concrete receiving cavities between the panels and the studs. A brick ledge may be constructed by separating a laterally extending, generally rectangular elongated mid portion of the outer insulating panel from a remainder of the outer insulating panel. An upper edge of the mid portion is then moved a predetermined distance outward from the remainder of the outer insulating panel such that the mid portion is disposed in a desired position at an angle to the remainder of the outer insulating panel. The mid portion is then secured in the desired position relative to the frame.

Abstract: A shear wall panel is utilized in building walls to reduce the tendency of the wall from moving relative to a foundation during periods of external forces (e.g. earthquakes, tornados, or hurricanes). The shear wall panel includes a top and a bottom horizontal support, a first and at least a second parallel and vertical support, and a third vertical support parallel to the first and second vertical supports. The top and bottom horizontal supports are parallel to one another and are located proximate the top and bottom of the wall respectively. The first and second vertical supports each have a first and a second end secured to the top and bottom horizontal supports respectively, and are perpendicular to the top and bottom horizontal supports. The third vertical support includes a first end portion, a second end portion, and a connector. The first end portion passes through the bottom horizontal support and is secured to the foundation.

Abstract: Wood framed walls of buildings are strengthened against destructive wind and seismic forces by angled brackets attached to vertical studs and anchored to the building foundation. The bracket can be attached to a foundation structure of the building and to a stud and floor plate. The bracket can also be attached to a stud and ceiling plate. The foundation structure may be concrete or other floor joist or the like. The angled brackets are normally used in a system that attaches a bracket at top and bottom of studs at approximately every fourth or fifth stud along all load-bearing walls. In an alternate embodiment, an elongated steel rod can be attached to the foundation and directly to a roof truss and ceiling plate. The described brackets can be installed during initial construction of a structure or retrofit into existing structures.

Abstract: The present invention is a method and apparatus for improving the connection between a building panel and a foundation. The improved connection is made possible by a unique form assembly that includes a trough assembly and a novel means for adequately supporting the trough assembly while the concrete is poured. The trough assembly creates a trough, which is an elongated hollow notch at the top of the foundation that resembles the shape of the trough assembly. Thus, the trough assembly is designed such that its width is approximately equal to the width of the building panel. The trough assembly also includes an angle iron affixed to the top of its sides. The trough assembly provides the building panel an elongated hollow groove having angle irons on each side. The prefabricated panel is therefor affixed to the angle irons. Placing the prefabricated panel in the foundation in such a manner and affixing it to the angle irons provides the panel with improved lateral and horizontal support.

Abstract: A support device for stabilizing a hanging wall above a floating slab. In areas having expansive soils, basement slabs and surface slabs will rise and fall with increases and decreases in soil moisture. Walls mounted on such slabs would be damaged when the slab rises. Therefore, such walls are made to hang from overhead structures such as joists with the bottom wall end spaced from the slab. The support device is mounted on a bottom plate within such a wall above a base plate fastened to the slab. The device includes a bracket having a flange for fastening to the bottom plate and an tubular extension extending downwardly through a hole in the bottom plate. A sleeve slidingly fits through the tubular extension and includes at least one nail (preferably two nails) extending through the sleeve and engaging the base plate. When the nails are hammered into the base plate, the wall can move up and down with the slab, but is stabilized against lateral movement due to lateral forces on the wall.

Abstract: A building foundation sealing member is adapted to fit between a building frame and a building foundation wherein the building foundation includes an upper facing surface and the building frame has a surface disposed above and in opposed relation to the upper facing surface. The sealing member includes an elongated strip having oppositely facing upper and lower surfaces and oppositely facing edges extending between the upper and lower surfaces. A membrane is attached to one of the oppositely facing edges and includes oppositely projecting seal surfaces extending beyond the upper and lower strip surfaces. The membrane has an adhesive coating on the surface thereof facing forward the strip. One adhesive surface is adapted to be attached to the foundation and the other is adapted to be attached to the building frame.

Abstract: A method and apparatus for a weather shelter having a base, the base having a peripheral edge and being secured to the ground, a dome with a circumferential edge, wherein the dome fits completely over the base, the circumferential edge of the dome is located proximally to the peripheral edge of the base, and a doorway.

Abstract: An insulated building foundation protective arrangement includes a multi-layer, reinforced, waterproof, rubberized asphalt, U.V. resistant laminate having a self-adhesive backing attachable to an insulated building foundation without any other mechanical fasteners.

Abstract: A support device for stabilizing a hanging wall above a floating slab. In areas having expansive soils, basement slabs and surface slabs will rise and fall with increases and decreases in soil moisture. Walls mounted on such slabs would be damaged when the slab rises. Therefore, such walls are made to hang from overhead structures such as joists with the bottom wall end spaced from the slab. The support device in mounted on a bottom plate within such a wall above a base plate fastened to the slab. The device includes a bracket having a flange for fastening to the bottom plate and an tubular extension extending downwardly through a hole in the bottom plate. A sleeve slidingly fits through the tubular extension and includes at least one nail (preferably two nails) extending through the sleeve and engaging the base plate. When the nails are hammered into the base plate, the wall can move up and down with the slab, but is stabilized against lateral movement due to lateral forces on the wall.

Abstract: A straw bale wall vent box is provided in a wall joinery system comprising a lower member, a substantially planar top member, and a plurality of rebar disposed through the top member and a bottom side of the lower member. The lower member can further include insulation, a drainage floor sloping downwardly from an exterior side, and a trim piece extending from the bottom side towards the plaster screed. In some embodiments the trim piece joins the plaster screed. In those embodiments in which the trim piece joins the plaster screed, both sides of the lower member can each include at least one aperture. Additional embodiments are directed to a straw bale wall vent system comprising a plurality of wall vent boxes placed side by side so that the first and second sides of adjacent vent boxes are substantially in contact.

Abstract: The subject of the invention is a method house building by using the construction elements prepared outside of the building site. The method consists of preparing the construction elements including beams, studs, and boards outside of the building site. The elements are then mounted onto a foundation at the building site to form a housing structure.

Abstract: A plurality of precast ground bearing foundation pads are provided at spaced-apart locations. Precast wall sections span between and bear upon the pads, each pad having a groove in its upper surface for receiving and holding a base of the wall section. Separate foundation holes may be excavated for each pad, the holes are backfilled to fix the pads in position.

Abstract: A substantially preassembled modular frame system for erecting permanent school buildings. The system design, materials, and construction have been pre-approved by state inspectors. The system provides a roof that is extensible from a low position that is configured to permit the system to be transported on highways and fit under common overpasses and bridges to a pitched position that provides a sloped roof profile to improve insulation factors of completed buildings and better shed rain, snow, and debris. The system includes anchor assemblies that are rigidly connected to the frame to inhibit uplift forces acting on the building from distorting or dislodging the building from the foundation. The system also includes preassembled wall panels and a convenient mechanism for emplacing and securing the wall panels within the modular frames.

Abstract: A novel prefabricated shearwall is disclosed with improved structural characteristics in terms of its ability to 1) transfer lateral loads to the foundation, 2) resist bending moments normally arising in conventional shearwalls between hold-down hardware and end posts or vertical framing members, 3) effectively diffuse stresses known to result in nail fatigue, and 4) reduce slippage between the bottom of the end posts and base in response to cyclic loadings. These superior properties result partly from its geometry in lower, or shear force transfer region, accompanied by thrust block/anchor rod assemblies to provide stiffness and strength over the lower portion of the end posts. Furthermore, specialized wrap-around connector plates that cover a portion of the bottom surface of these end posts also contribute to the enhanced prefabricated shearwall design.

Abstract: A primary connector useful for attaching a pre-cast element to a structure includes a receiver member and an attachment member. The receiver member includes a base plate and an acceptor disposed in substantially normal relation to the base plate. The attachment member is a separate plate having a front surface and a back surface with a plurality of anchors extending outwardly from the back surface and a plurality of keyhole slots formed through the plate with each of the slots be accessible from the plate's front surface so that the attachment member may be joined to the receiver member.

Abstract: A fastener assembly 10, in respect to forces which are subsequently applied, after the installation thereof, when forces is applied in one direction, this fastener assembly 10 is self adjusting incrementally, as needed in travel or actuation; yet when a force is applied in the opposite direction, this fastener assembly 10 is not self adjusting and there is no travel or actuation. The invention includes also the building structure and method.

Abstract: A straw bale wall vent box is provided in a wall joinery system comprising a lower member, a substantially planar top member, and a plurality of rebar disposed through the top member and a bottom side of the lower member. The lower member can further include insulation, a drainage floor sloping downwardly from an exterior side, and a trim piece extending from the bottom side towards the plaster screed. In some embodiments the trim piece joins the plaster screed. In those embodiments in which the trim piece joins the plaster screed, both sides of the lower member can each include at least one aperture. Additional embodiments are directed to a straw bale wall vent system comprising a plurality of wall vent boxes placed side by side so that the first and second sides of adjacent vent boxes are substantially in contact.

Abstract: A footing for use to support stanchions of sound-barrier walls is a one-piece monolithic element that includes a base having a plurality of prestressing cables therein. A stanchion is accommodated in a bore defined in either a sleeve included with the base or directly in the base. If a sleeve is included, the sleeve includes a plurality of prestressing strands or rebars. One form of sound-barrier wall includes adjacent panels on opposite sides of a stanchion whereby a panel must be lifted in order to tip the stanchion over so wind forces are safely accommodated. Another form of the footing includes projections that extend into the bore. Various forms of sound-barrier wall configurations can be accommodated by the footing.

Abstract: An interlocking wall and roof system for the protection of a building structure is disclosed. The interlocking roof and wall system is equipped with a plurality of supports that form downward facing open channels that are either already attached to the overhang of the roof or are easily attachable to the overhang. The system also includes a plurality of protective walls that surround the building structure. The protective walls can be lifted from a resting position to a position where at least a portion of the walls fit into the downward facing open channels of the overhang. These walls are lifted by a hydraulic lifting system. The invention also provides a complete building structure already fitted with the supports, hydraulic lifting system and protective walls.

Abstract: A Dyligomer is disclosed.

Abstract: A kit for reworking an improperly installed concrete foundation bolt protruding an insufficient distance above a wood frame structure sill plate includes a combination nut-sleeve having a continuous internal thread, and an elongate cap sized to cover the foundation bolt. The cap is placed over the external threads of the foundation bolt, and a conventional hole saw used to remove material surrounding the foundation bolt. The cap is removed and the nut-sleeve combination installed. The length of engagement of the foundation bolt external thread is effectively increased, solving the problem of the improperly installed bolt in an easy and cost-effective manner.

Abstract: A building frame resistant to earthquakes, gale-force wind loads, fire, insects and rot includes a peripheral frame wall constructed of rectangular steel tubing. Side wall frame modules bolted together along adjacent edges, and end wall modules bolted together along adjacent edges and to the ends of the connected side wall modules form the peripheral frame wall. Diagonal bracing is built into selected side and end wall modules as required for the desired degree of wind resistance. Trusses made of various size tube such as 2×3 inch rectangular steel tubing for supporting a roof, including a hip roof, on the peripheral wall, are assembled and welded in a welding shop and the prefabricated trusses and wall modules are trucked to the building site. Multiple stories may be erected and fastened together by anchor brackets arranged bottom-to-bottom above and below the second and higher floors. The building frame is secured to a foundation by attaching the anchor brackets to anchor bolts set in the foundation.

Abstract: A coupling apparatus includes first, second, and third walls and a drip edge. An interior portion of the apparatus is defined between the first wall and the second wall, and the third wall connects the first wall and the second wall within the interior portion. A hole is contained in the first wall to provide a passageway from the interior portion to an exterior portion of the apparatus. The drip edge is coupled to the first wall in the exterior portion and is disposed below the hole. In a further implementation, the apparatus includes fourth and fifth walls and a cavity. The fifth wall extends inwardly from the fourth wall, and the second wall extends downward from the fifth wall and is laterally offset from the fourth wall. The cavity contains an electrical conduit, is defined between the second wall and a plane containing the fourth wall, and is defined between the fifth wall and a base supporting the apparatus.

Abstract: A system for sealing the gaps that occur along the perimeter of a building envelope, particularly along with installation of an exterior finish system channel, or screed, as occurs in the installation and application of stucco. It is common to have gaps occur between the channel, base plate, and foundation of the building envelope. The system utilizes a foam sealing element in combination with the channel, caulking, a fiberglass netting that is installed along the bottom of the channel and the face of the foundation, and, an adhesive sealant that seals and adheres the fiberglass netting to the foundation. The system includes several embodiments for use in either new construction or as an aftermarket product.

Abstract: An attachment system and method for coupling a wall and a floor together during and/or after construction, and for facilitating final orientation of the wall and floor, includes first and second members coupled to the respective wall and floor and pivotal about a hinge member. The wall and floor, and thus the first and second members, pivot between an assembly position, and a final position. In the assembly position, the wall or the floor is assembled, and the first and second members are coupled to the respective wall and floor. In the final position, the wall and floor are finally oriented with respect to one another.

Abstract: A moment resisting strap connection in a shear-resisting assembly for use in light frame building construction, particularly in shear walls, attached to a foundation. The improvement includes providing an elongated thin metal strap attached to a wood structural member such that the strap and wood structural member conjointly act compositely and transmit substantial shear and moment forces from the elongated structural member to the foundation. Further enhanced transfer of shear and moment forces from the wood structural member to the foundation is effected by providing sufficient fasteners such as screws between the strap, a holdown, and the wood structural member to stitch the elements together so as to stiffen them and thereby prevent bending of the end of the holdown.

Abstract: A fastener assembly 10, in respect to forces which are subsequently applied, after the installation thereof, when forces is applied in one direction, this fastener assembly 10 is self adjusting incrementally, as needed in travel or actuation; yet when a force is applied in the opposite direction, this fastener assembly 10 is not self adjusting and there is no travel or actuation.

Abstract: To provide an ultra thin-type metallic form panel, a form employing the same, and a method for constructing a foundation with which labor in performing operations for constructing a concrete building may be remarkably saved. Form panels 2 are used as a form 1 for constructing a foundation, each panel including a plurality reinforcing projecting lines 5 obtained by bending a metallic plate to extend in longitudinal directions and formed in an aligned manner with intervals being formed in lateral directions, wherein guiding portions for bending 20 are formed at intermediate portions in the longitudinal directions by cutting at least top surfaces and both lateral sides of the respective reinforcing projecting lines 5 in lateral directions and the remaining portions are remained as coupling portions 21.

Abstract: A lateral force resisting system includes a rigid structural panel and holdowns. A foundation bolt placement template may be used to locate and support the foundation bolts during fabrication of the foundation and to further secure the frame foundation interface. The rigid structural panel may be a vertical truss or a rigid structural frame with a wooden panel covering one side and interconnecting the members of the rigid structural frame. The wooden panel may be made up of multiple panes to tailor the response of the panel to the lateral force load. The holdowns secure the rigid structural panel to the foundation bolts and may be either a folded strap and pin embodiment or self-tightening.

Abstract: A frame clamp for an anchor strap assembly (10) for a manufactured home (70) having a frame member (74), such as an I-beam (75), and supported above ground (99), such as by piers (91). Anchor strap assembly (10) includes elongate anchor strap (30) connecting a ground anchor (20) to frame clamp (40). Ground anchor (20) includes head (22) fixed near ground (99) to the side of beam (75). Clamp (40) attaches top end (34) of strap (30) to beam (75) and comprises stationary jaw (42) and movable jaw (60) joined such that movable jaw (60) to which strap (30) is attached is pivotable about axis (58) perpendicular to the plane of strap (30) and such that movable jaw (60) is hinged such that tensioning strap (30) clamps beam (75) between jaws (42,61). Clamp (40) is easily attached and prevents strap breakage during home movement such as during an earthquake or storm.

Abstract: A wall reinforcing method including reinforcing members adhered to the wall. The reinforcing members are either pre-cured composite plates or composite members formed in situ, that is, a fabric of reinforcing fibers that is saturated with an adhesive to form the matrix of the composite and to adhere the reinforcement to the wall. The in situ members are either strips of fabric or wide sheets that cover most of the wall. The spacing of the reinforcing members is determined, in one embodiment, by an array of spacing distances. The array, which is preferably in table form, is consulted by the installer who first measures some of the wall parameters and environmental characteristics.

Abstract: A protective shelter that is made from a plurality of elongate, vertical C-shaped panels that have web portions and perpendicular side portions, and are butt connected together with fasteners that are located in a section of the side portions that are closest to the inside portion of the shelter. A connecting cap is connected around the side portions of at least some of the adjacent panels. A cap connects a roof to the upper portions of the panels and the lower part of the panels are connected with fasteners to a base that in turn is connected to a floor.

Abstract: A suspended concrete flooring system (100) comprising a plurality of spaced-apart load-bearing members (110) or supporting walls that support a plurality of joists (122) having opposing sides and arranged substantially at right-angles to the load-bearing members. The joists have a support shelf (127) running the length of each opposing side for the purpose of supporting a plurality of fiber cement corrugated sheets (130) that span the space between the joists. A shrinkage control mesh (140) is arranged atop the corrugated sheets and is oriented generally in the direction of the load-bearing members and the joists. A thin layer of concrete (150) is formed over the corrugated sheets and the shrinkage control mesh, to form a flat, horizontal floor surface (151). The load-bearing members and the joists are made of strong, lightweight materials, such as steel.

Abstract: A section fixable in a mounted position to an anchoring base by means of fastening screws has at least one fastening segment extending in the mounted position substantially parallel to the anchoring base. The fastening segment is, for example, a fastening flange, which is provided with at least one screw hole for receiving a fastening screw provided with a slot or cross slot as the surface engaged by a screwdriver. A safety (or securing) tab protrudes from the fastening segment at least within the area of the screw hole. When the section is in its mounted position and after the fastening screw has been driven in, the safety tab can be deformed by bending or folding it into its safety or securing position. In this position, the tab grips over the edge of the screw head of the fastening screw and leaves free the surface engaged by the screwdriver. In an alternative embodiment of the section, a spring-elastic safety arrest is used instead of a bendable safety tab.

Abstract: A moment resisting strap connection in a shear-resisting assembly for use in light frame building construction, particularly in shear walls, attached to a foundation. The improvement consists of providing an elongated thin metal strap attached to a wood structural member such that the strap and wood structural member conjointly act compositely and transmit substantial shear and moment forces from the elongated structural member to the foundation. Further enhanced transfer of shear and moment forces from the wood structural member to the foundation is effected by providing sufficient fasteners such as screws between the strap, a holdown, and the wood structural member to stitch the elements together so as to stiffen them and thereby prevent bending of the end of the holdown.

Abstract: Disclosed are a height-adjustable concrete mold supporting system and a method for constructing concrete floors and concrete walls, by which a concrete building can be easily and precisely constructed with enhanced cost-effectiveness. The system has a bottom bracket detachably disposed on a base member. First and second screw shafts are vertically assembled with the bracket. The first and the second screw shafts are movably inserted into first and second height adjusting tubes. A top mounting board is supported by the first and the second height adjusting tubes. The first and the second height adjusting tubes are fixed to the first and the second screw shafts so as to determine an adjusted space between the bracket and the mounting board.

Abstract: A building foundation sealing member is adapted to fit between a building frame and a building foundation wherein the building foundation includes an upper facing surface and the building frame has a surface disposed above and in opposed relation to the upper facing surface. The sealing member includes an elongated strip having oppositely facing upper and lower surfaces and oppositely facing edges extending between the upper and lower surfaces. A membrane is attached to one of the oppositely facing edges and includes oppositely projecting seal surfaces extending beyond the upper and lower strip surfaces. The membrane has an adhesive coating on the surface thereof facing forward the strip. One adhesive surface is adapted to be attached to the foundation and the other is adapted to be attached to the building frame.

Abstract: A shear wall construction and method for assembling the same is disclosed. A plywood sheet includes close laterally-spaced pairs of vertical studs or posts proximate each lateral end. A channel-defining member is fitted and fixed between the spaced studs. A tie member extends from the channel-defining member into a concrete foundation or other underlying building element. A track is also provided for sheathing a lower edge of the shear wall. Protrusions from the metal track aid in anchoring the shear wall to the concrete foundation.

Abstract: A shear wall panel for a building has a rectangular frame of vertical and horizontal members. Inside of the rectangular frame, at least four diagonal members are joined at their ends to create a multi-segmented assembly having at least three vertices and first and second ends and possibly forming a polygon, one of the at least three vertices secured to each of the vertical and an upper horizontal members, the first and second ends secured to a lower horizontal member. The members are preferably of wood and connected together with toothed plates. The panel is shear connected to a foundation or laterally stabilized wall or floor below the shear wall panel, possibly by a bolt between the foundation or laterally stabilized wall or floor below the shear wall panel and the intersections between the vertical members and the diagonal members. Upper strap connectors attach the upper horizontal member to a roof, floor or wall of the building.

Abstract: Top plate tie-down arrangements are used for securing the roof of a structure against damage caused by high winds, earthquakes, and the like by anchoring the top plate of a wall to a foundation slab. An anchor for use in a top plate tie-down arrangement has a self-tapping thread on one end that allows it to be threaded into a hole drilled into the slab. The upper end of the anchor, which protrudes through a sill plate, is threaded to engage a connecting nut that ties the anchor to an elongated vertical fastener attached to the top plate. The lengths of various portions of the anchor and of the hole into which it is threaded are selected so that the sill plate is captured between the connecting nut and the slab.

Abstract: A fabricated foundation wall is constructed in soil below grade level and has three major components. The first is a basement wall grid which includes a lower beam mounted on spaced piers. A plurality of vertical support members are spaced along and extend upwardly from the lower beam. An identical upper beam spans and is attached to upper ends of the vertical support members. The second component is an outer wall structure which attaches to and extends across the outer surface of the basement wall grid and extends below the lower beam to form an air void. The third component is an inner wall structure which includes lower and upper tracks attached to the lower and upper beams, respectively, and which receive a plurality of laterally spaced vertical studs each having inner surfaces which are flush with the inner surfaces of the vertical support members for attaching wall sheathing.

Abstract: A hold-down for securing first and second support members in a portion of a building to an anchoring device extending from another portion of the building. The hold-down may include a first flange having securement apertures therethrough configured to receive fasteners adapted to secure the first flange to the first support member. A second flange may have securement apertures configured to receive fasteners adapted to secure the second flange to the second support member. A base may connect the first and second flanges and have an aperture sized and positioned to receive the anchoring device therethrough. The first and second flanges may be configured to be loaded substantially exclusively in tension by the anchoring device.

Abstract: A tension strap connector assembly for use in a stabilizing foundation system for a manufactured home supported by at least one flanged beam. The tension strap connector assembly is adapted at a first end so as to hook around and latch about a flange of the manufactured home support beam. At a second end, the tension strap connector has a strap slot adapted to receive a tension strap of the stabilizing foundation system, wherein the tension strap is attached at one end to a ground anchor. The tension strap connector provides a means for altering the orientation of the tension strap relative to the hook portion so that the tension strap can be arranged in non-perpendicular orientations with respect to the manufactured home without creating a torsional stress concentration within the tension strap.

Abstract: A precast concrete wall panel and system using such panels, with each panel including a rectangular concrete frame having a flat outer side and a recessed inner side. On the perimeter of the panel and along the face of the recessed inner side, concrete ribs are cast for stiffness. The recessed inner side is embedded with an insulation batt. A strip of wood molding is provided on each inner longitudinal edge of the frame. Using this molding, dry wall may be conveniently fastened to the concrete panel to finish the inside wall surface. To form a wall, the panels are placed side by side. Joints between the panels coincide with reinforcement rods extending upwardly from the building foundation. Recesses in the sides of the panels create channels or keys through which the rods extend. Concrete is poured into the keys to secure the panels to each other and to the foundation. The wall panels are complemented with special components such as corner components, window frames and door frames.

Abstract: Footing forms border the bottom of an open space into which concrete may be poured. The forms are adjustable to various widths and lengths, and further provide support for commercially available foam wall forms that are used in concrete wall construction. The combination of adjustable footing forms with foam wall forms allows wall and footing to be poured together to form a monolithic concrete structure. The footing forms are adjustable to work in association with various standard and non-standard widths of foamed resin wall forms used in the building construction industry. The footing forms are fully removable from the concrete monolith, while leaving the foam wall forms with the cast concrete. Various corner components are also illustrated.

Abstract: Top plate tie-down arrangements are used for securing the roof of a structure against damage caused by high winds, earthquakes, and the like by anchoring the top plate of a wall to a foundation slab. An anchor for use in a top plate tie-down arrangement has a self-tapping thread on one end that allows it to be threaded into a hole drilled into the slab. The upper end of the anchor, which protrudes through a sill plate, is threaded to engage a connecting nut that ties the anchor to an elongated vertical fastener attached to the top plate. The lengths of various portions of the anchor and of the hole into which it is threaded are selected so that the sill plate is captured between the connecting nut and the slab.

Abstract: A shear wall panel for a building has a rectangular frame of vertical and horizontal members. Inside of the rectangular frame, at least four diagonal members are joined at their ends to create a multi-segmented assembly having at least three vertices and first and second ends and preferably forming a polygon, one of the at least three vertices secured to each of the vertical and an upper horizontal members, the first and second ends secured to a lower horizontal member. The members are preferably of wood and connected together with toothed plates. A lower horizontal member is shear connected to a foundation or laterally stabilized wall or floor below the shear wall panel. Upper strap connectors attach the upper horizontal member to a roof, floor or wall of the building. The upper strap connectors comprises metal straps, a first portion of which have teeth bent out of the metal strap, a second portion of which have holes for nailing through the metal strap into the roof, floor or wall of the building.

Abstract: A building is constructed employing a base plate adapter mounted by a base plate to the exposed end of a rod imbedded in a concrete pad. The base plate adapter has upright sidewalls enclosing a first insulated wall panel. The next upper wall panel is connected to the first wall panel by interlocking fasteners. Comer connectors have first and second U-shaped brackets enclosing a side portion of a wall panel and each bracket pivots with respect to each other. A roof connector joins a top portion of an insulated wall panel to a roof panel. The connector pivots so that the roof panel can be adjusted with respect to the wall panel until a final fixed position is achieved. A roof cap connector joins the top portion of meeting roof panels. The connector pivots until a final fixed position is achieved.

Abstract: A structure intended for above-ground use has a floor support structure including at least one substantially horizontal member. A floor sheet having an upper surface and an area bounded by a perimeter is supported by the floor support structure, and at least one wall extends upwardly from the floor sheet. In order to preclude rodents and other small vertebrates from the interior of the structure, the structure is provided with an intrusion barrier disposed between the substantially horizontal member and the floor sheet. The intrusion barrier underlies substantially all of the area of the floor sheet and, at the perimeter of the floor sheet, extends upwardly to at least the upper surface of the floor sheet so that rodents and other small vertebrates are precluded from entering the structure from below. The structure may also have a roof including exterior roofing material, a support system for the exterior roofing material, and a second intrusion barrier overlaying the support system.

Abstract: A method and system for providing the foundation pad and stem wall structure for mobile homes includes the steps of excavating a building site to form a substantially level building area; erecting simple concrete formwork to define and contain the pouring of a concrete slab foundation pad; positioning and leveling a plurality of stem wall support blocks at predetermined positions about and spaced inwardly of the periphery of the concrete formwork, the support blocks having an upper surface height which is less than the height of the formwork and hence the thickness of the future concrete slab foundation pad; placing precast concrete stem wall sections on the level support blocks to form an upright perimeter wall; and pouring the concrete slab foundation pad defined by the concrete formwork to embed the support blocks and bottom edge portion of the precast stem walls in the foundation pad thereby positively and rigidly fixing the stem wall and foundation pad together when the poured concrete cures.