Abstract: The current invention is a concrete post anchor and method of using comprising two substantially vertical side brackets, side brackets operatively connected opposite one another and spaced apart with a base bracket and a back bracket forming a U-shaped bracket. A pair of front brackets is removably attached to the side brackets. An anchor and a portion of the side brackets extend below the base bracket forming an anchor tab and a side bracket tab. A pair of anchor rods is operatively connected to each side bracket tab. The anchor can be embedded in a concrete pier and then a post can be secured within the concrete post anchor with the front brackets and fastened to the anchor. The concrete post anchor withstands increased loads and forces associated with post built-type buildings without permitting the wood post to directly contact the soil, thereby creating substantially stronger and longer-lasting post buildings.

Abstract: A prefabricated foundation is provided using a plurality of concrete panels that are cast at a factory location to a predetermined uniform form and size. These panels are of a generally rectangular shape and are positioned end to end forming a wall-like structure around the entire perimeter of a prefabricated structure. The lower surface of the panels are then supported by a plurality of precast posts that correspond in position and number to the joints between the plurality of panels. The joint between two abutting precast panels is sealed to provide a weather tight fit between the exterior and interior of the panels. The upper edge of the precast panels are locked in position keeping them from moving in either an inward or outward manner thereby providing a stable platform upon which a prefabricated structure can be placed.

Abstract: A wall system comprising a plurality of multi-section panels coupled by posts disposed between adjacent multi-section panels wherein each multi-section panel comprises at least two panel sections, each panel section comprising an inner core including a pair of panel surfaces or sides at least the major portion of which is covered by an intermediate member, an upper and lower edge each disposed within a cap and an outer surface covering at least the major portion of the intermediate members and the caps.

Abstract: A building foundation anchoring and interface system for receiving supporting the base of an upright structural column. This system and interface includes an open-topped bucket-well structure which is embedded in a foundation, and which is sized so as to permit the received base of an inserted column to be adjusted laterally, in a multidirectional sense, vertically angularly, and axially rotationally, and with substantial clearance, so as to enable easy correct positioning of a column. Poured into the bucket-well structure after the same has received the base of a column is an appropriate fluid-flowable, hardenable, bulk anchoring material, such as conventional building grout material. An opening may be provided in the wall of the base of a column so that such flowable material flows into the interior of a column, as well as into the space between the outside of the column's base and the inside of the receiving bucket-well.

Abstract: A supporting framework for a craneway for at least one crane which travels on at least one track, especially for a bridge crane which travels on two tracks, includes a track carrier elongated in a track direction and having at least one carrier section of reinforced concrete, preferably of prestressed concrete. A system of pillars includes reinforced concrete pillars, whose upper ends in each case support the carrier sections via a top component and whose lower ends are in each case anchored in the soil via a base component. An adjustable bearing in the area of the top component and/or of the base component in at least some of the pillars allows adjusting the track carrier according to the desired course of the track.

Abstract: A column for use in post-frame construction having a two piece construction in which a first or foundation column portion of the column is set into the earth with a proximal end thereof protruding from the earth. The proximal end of the foundation column includes a column bracket for joining the foundation column to a wooden column comprising the second portion of the two piece column of the present invention. The foundation column of the present invention comprises a precast concrete column. The foundation column of the present invention advantageously resists degradation of its mechanical properties due to environmental influences while providing the necessary strength to support a post-frame building, including, e.g., the environmental loads received by the building. The wood column comprising the second portion of the two piece column of the present invention advantageously provides ease of workability to complete construction of a post-frame building.

Abstract: An apparatus includes a predetermined size, shape, and thickness with a bolt hole adapted to receive a bolt therein and a method of attaching the apparatus to a ledger board sufficient to prevent rotation of the apparatus with respect to either the ledger board or the bolt hole. Modifications include securing the apparatus to the ledger board by the use of screws passing through a plurality of mounting holes provided in the apparatus or by the use of pointed protrusions that extend from the apparatus and which are pounded into the ledger board. Other modifications are described that include the use of intermediate shim spacers to vary the overall thickness of the spacer and of angled spacers for use with beveled types of siding.

Abstract: An offset beam clamp having a deep channel including two legs, a hole in the channel bottom, and a slot having two sides and a slot bottom and extending transversely through the legs. The slot receives the first of two angle iron members that comprise the upper cord of a web joist. A J-bolt is anchored to the second angle iron member and extends through the hole in the channel bottom where an angle bracket is secured on the bolt. A threaded mounting shaft is attached to the angle bracket.

Abstract: A semiconductor manufacturing facility has a proper strength and an anti-vibration effect. The semiconductor facility contains processing apparatuses, installation tables and an installation floor. An apparatus having a vibration source is installed on an installation table having a rigid structure. The installation table is installed on the installation floor having a floor construction including a plurality of columns, which support a floor member extending in horizontal directions. An interval of the columns is 4 m to 12 m.

Abstract: This building panel consists of lightweight panel for external or internal closures of latticework support structures, which is constituted by slabs of air-setting resistant material. The slabs are reinforced in the facade panels for external closures and unreinforced for the dividing panels for internal closures. They are provided with a patterned surface on the visible face and are smooth or shaped at the edges. The visible face is formed by a thin layer of molded synthetic resin or fine mortar paste. When the layer is molded synthetic resin and is disposed as a shell for the panel, it comprises over the whole of the inner surface thereof an internal synthetic resin layer, the entire free surface of which is covered with a solid bulk material, the components of which firmly partially anchored in said internal layer and afford a substantial free surface for anchorage of the air-setting material forming the resistant body poured thereover.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: A fastening arrangement of a machine base (8) of a machine on foundations (1). The fastening arrangement includes a foundation recess (3), filled with concrete (71, 72) and having an inner anchor shank (4), a foundation plate (2) of steel on the foundation (1), the machine base (8) on the foundation plate (2), an anti-fatigue bolt/stud bolt (9) restraining the machine against the foundation (1), the anti-fatigue bolt/stud bolt (9) being screwed into the anchor shank (4). The anchor shank (4) has at least two threaded disks (5) arranged offset from one another. The anti-fatigue bolt/stud bolt (9) screwed into the anchor shank (4) is passed through the foundation plate (2) and the machine base (8).

Abstract: A method and an apparatus are described for positioning and fixing beams, in particular made from wood, in particular for the construction of ground foundations, by means of at least one ground dowel. The ground dowel receives, in a retaining part, a ground dowel insert part which can be fixed therein and which possesses a retaining means, attached to a baseplate, for determining the position of the beam relative to the ground dowel insert part, the ground dowel insert part being fixed at least adhesively on the pressed-on beam. After the ground dowel, placed at the desired position and provided with the ground dowel insert part, has been adjusted to the desired height, the beam is pressed on to the retaining means in the desired position. The ground dowel insert part is fixed on the removed beam in accordance with the position determined by the retaining means, and the beam thus positioned, with the ground dowel insert part fixed thereon, is inserted into the retaining section of the ground dowel.

Abstract: A building having columns supported on footings, and a flat roof supported on the columns. The roof contains a pool of water. Bolts are embedded in each footing. The columns are mounted on leveling plates which are vertically, adjustably mounted on the bolts. The roof is leveled by adjustment of the leveling plates.

Abstract: A supporting framework (10) according to the invention for a craneway for at least one crane which travels on at least one track, especially for a bridge crane (14) which travels on two tracks, comprising a track carrier (12) which is elongated in the track direction and comprises at least one carrier section (60) of reinforced concrete, preferably of prestressed concrete, a system of pillars comprising reinforced concrete pillars (30), whose upper ends in each case support the carrier sections (60) via a top component (84) and whose lower ends are in each case anchored in the soil via a base component (34), and in each case an adjustable bearing in the area of the top component (84) and/or of the base component (34′) in at least some of the pillars (30) for adjusting the track carrier (12) according to the desired course of the track.

Abstract: A piling for use in building construction having an upper and a lower piling connected at a hinge. The hinge has a first and a second axis. The hinged connection allows an entire wall to be framed at ground level leaving one end of each upper piling connected to the lower piling, by a first pin on the first axis, and the upper end of each upper piling tilted onto the ground. A variety of framing pieces are used to connect the upper pilings together to frame a wall. Once framing of a wall is complete, the wall is hoisted into an upright position, about the first pins, bringing the entire hinge together. A second pin is inserted along the second axis in each of the hinges to secure the upper pilings in an upright position.

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: The invention relates to the articulated imbrication of concrete slabs i(in situ) wherein joints are formed by laying i(in situ), along joint lines, a simple armored mesh device with a cut and fold pattern which has been already prepared in the workshop. Advantage is taken from the retraction phenomenon in order to achieve an alternative indentation along the joints of adjacent slabs of continuous cast concrete, susceptible of forming satisfactorily a knee—or gimbal-joint connection between the joints. The process is complemented with a concrete separator element which facilitates the formation of the crack and prevents water from reaching the platform, and which can be fixed to said device. The invention applies to concrete surface roads, highways and harbour zones of goods warehouses and enables to design and make road surfaces without bases and subbases.

Abstract: A prefabricated housing unit designed to be placed on top of ground bases 42. The housing unit 10 has a housing shell 13 having longitudinal and transverse lower edges and a foundation structure 12 incorporated into and underlying the housing shell 13. The foundation structure 12 of the present invention has longitudinal beams 14 that span the entire length of the housing shell edges, and transverse beams 16 that join with the longitudinal beams at the corners. The corner junction is a load bearing point, while the remainder of the longitudinal beams remain substantially unsupported above the ground between the load bearing points.

Abstract: A post frame building that utilizes columns composed of and upper and lower section that is laminated from standard dimensional lumber. The lower section of the columns, made from treated lumber are set into the ground and cut to level. The upper sections, of non-treated lumber is joined to the lower section by means of a staggered slip joint. The upper end of the upper column section forms a sleeve into which a deep heel truss is set. Pre-fabricated girt panels are applied to the columns prior to truss mounting. Prefabricated applied between the trusses form a complete structure.

Abstract: An apparatus and a method are provided for lifting and leveling an existing building from a position underneath the existing building. At least a first non-cylindrical support section having a substantially rectangular shape and first and second ends is located within the earth at a position underneath the existing building. A vertically-adjustable cap is placed in contact with the second end of the first non-cylindrical support section. A jack is disposed on an upper surface of a lower side of the cap and raised until an upper surface of an upper side of the cap is exerting pressure against the foundation of the existing building. The jack is then raised, thereby raising the cap, until the foundation has been raised to a desired height. The cap is the locked so that it will not move in the vertical directions and the jack is lowered and removed. If the building subsequently needs to be re-leveled, raised or lowered, the cap can be unlocked and vertically adjusted to an appropriate height.

Abstract: Clamp 10 for connecting foundation system 50 to horizontal support beam 80 of a manufactured home includes a pair of members 20; each including a channel 24 for mounting members 20 opposite one another on bottom lateral flange 83 of beam 80. Lower portions 30 of members 20 are connected by bolt 40 such that tightening bolt 40 tilts members 20 and binds channels 24 on flange 83. Upper end 76 of foundation arm 70 is pivotally connected to bolt 40 between members 20. Thus, tightening single bolt 40 attaches foundation system 50 to beam 80.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: A building construction method includes the steps of forming pile holes, installing piles, installing pile connecting beams, forming a concrete ground floor structure, erecting a building framework, forming walls on the building framework, and forming floors on the building framework. The construction method facilitates the construction of low-rise buildings at a relatively low cost.

Abstract: A column for use in post-frame construction having a two piece construction in which a first or foundation column portion of the column is set into the earth with a proximal end thereof protruding from the earth. The proximal end of the foundation column includes a column bracket for joining the foundation column to a wooden column comprising the second portion of the two piece column of the present invention. The foundation column of the present invention comprises a precast concrete column. The foundation column of the present invention advantageously resists degradation of its mechanical properties due to environmental influences while providing the necessary strength to support a post-frame building, including, e.g., the environmental loads received by the building. The wood column comprising the second portion of the two piece column of the present invention advantageously provides ease of workability to complete construction of a post-frame building.

Abstract: A foundation stabilization system is disclosed for bracing a manufactured home on its foundation of the type which includes a plurality of vertical piers spaced in longitudinal and lateral directions relative to a longitudinal axis of said home which support the home above the ground, and at least one elongated brace connected between the mobile home and base portion of the pier. The system includes foundation plate having a lower ground contact surface for contacting the ground, and an upper pier support surface on which the pier is supported. Anchor slots are formed in the foundation plates for receiving ground anchors extending through the plates into the ground. The anchor slots including first slot segments extending in the longitudinal direction of the manufactured home when supporting the piers and second slot segments extending in the lateral direction. The first and second slot segments intersecting each other at a predetermined angle.

Abstract: An outdoor privacy wall that includes at least one self supporting panel mounted on multiple, spaced apart footings disposed in the ground. The panel features a rectangular shape and has opposing faces bounded by parallel upper and lower edges and a pair of parallel side edges connecting the upper and lower edges. At least one of the opposing faces includes a recessed region. A thick peripheral portion surrounds the recessed region and longitudinal reinforcing elements extend longitudinally through the thick peripheral region. A vertically oriented mold assembly is used to manufacture the panels.

Abstract: A pier support system comprises a support pier with a load-spreading plate that is laterally braced at the top to an anchor plate pinned to the ground just under the periphery of a modular building. The support pier is placed directly under the support girders of the modular building at critical points, and the lateral bracing runs outboard at a down angle of 35°-55°. Sufficient working room exists just inside the periphery of the modular building for large pinning rods to be driven into the ground through the anchor plate.

Abstract: Novel anchors and foundations in customized lengths and installation method are less expensive, easier to handle, and assemble in the field to match any required length. Vertical segmented support and media consolidation plates swingably mounted about pivot points vertical support means incorporate media-facing surfaces swingable outwardly from the into surrounding media. Varying segmented lengths form segmented vertical support means. Novel apparatus and method provide for centering collar 113, an anchor positioning means at level force pivoting plates 194, and pivoting plates 194 positioned 40-50 degrees from vertical. A frusto-cone 197 dx equal to a predetermined distance of one-half inch forms gap 204. The novel method installs a anchor and foundation device in the earth by preparing a hole in the earth, lowering into the hole a segmented anchor or foundation device having swingable media facing plates, and applying force to swing the plates outwardly into the surrounding media.

Abstract: A wall system including at least a first brick fence segment. The first brick fence segment is formed from a plurality of bricks adhered together by mortar. The wall system further includes at least a first block column connected to the first brick fence segment. The first block column includes a plurality of blocks at least one of which is a column block. The column block has a front face, a rear face, a first end, a second end, a top and a bottom. A first recess is formed in the first end of the column block. The first recess is sized slightly larger than a width of a first brick of the first brick fence segment such that the first recess receives the first brick of the first brick fence segment. The first recess is formed by at least two opposing walls. A groove is formed in each of the two opposing walls to receive a leveling device. An isolation member formed from an elastomeric material is disposed in the first recess.

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: Systems and methods for anchoring or affixing a manufactured home to the land it is located on in a permanent or substantially permanent manner. A foundation for the manufactured home is provided by excavating a plurality of parallel trenches in a spaced relation to one another. Precast longitudinal footers are disposed in the trenches. The footers include anchoring receptacles to receive a complimentary anchoring member. Soil is backfilled around the footers to partially bury them, and then the support frame of a manufactured home is secured to the footers using an anchorage assembly with an adjustable tensioner. Support blocks are disposed between the footers and the support frame to maintain the manufactured home at a desired height above the footers or the ground.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: The stabilization system includes a foundation platform (16) that supports a pier (18), with the pier in turn supporting the joists (12) of a premanufactured building structure (10). Cleat walls (25-28) at the edges of the central body portion of the foundation platform extend into the ground. Struts (46, 47) are sloped upwardly from the foundation platform for connection to an adjacent joist. The weight of the building structure and the cleat walls prevent the foundation platform from horizontal movement. Thus, horizontal movement of the building structure is resisted without the application of horizontal forces to the pier.

Abstract: A pier support system comprises a support pier with a load-spreading plate that is laterally braced at the top to an anchor plate pinned to the ground just under the periphery of a modular building. The support pier is placed directly under the support girders of the modular building at critical points, and the lateral bracing runs outboard at a down angle of 35°-55°. Sufficient working room exists just inside the periphery of the modular building for large pinning rods to be driven into the ground through the anchor plate.

Abstract: A foundation system for a manufactured home utilizing a plurality of elongated footings extending transversely of the home and support blocks which may be pushed along the footings into proper position for attachment to the structural beams of the manufactured home.

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: The present invention relates primarily to a foundation support for use with manufactured homes, such as mobile homes and trailers, as well as the more conventional prefabricated home. Using a tube-in-tube construction, where sleeves of rubber lay compressed, one adjacent the other, intermediate an inner and outer tube, provides an earthquake resistant support. The elastomeric portion of the foundation support provides isolation from vibrations produced from ground movement, wind forces or from traffic vibrations. A screw jack located centrally within the inner cylinder permits the ideal adjustment in providing and maintaining support for the manufactured building at a dead level. A ball swivel joint facilitates the installation and adjustment. As a protective safety device, to prevent the over extension of the screw jack, there is a stop at the distal end of the threaded jack rod to maintain sufficient thread engagement when the jack is fully extended.

Abstract: A building construction system including a pair of rigid vertical frame members secured to an underlying support surface, a connection trough defined between the vertical frame members, a horizontal suspension member also extending between the vertical frame members and suspended at generally a top portion thereof, and a plurality of corrugated material panels. The corrugated material panels are suspended from the horizontal suspension member, so as to hang between the vertical frame members and into the connection trough. Furthermore, the corrugated material panels include a plurality of apertures defined therein. A quantity of concrete is also included and is applied on the corrugated material panels, the apertures defined in the corrugated material panels facilitating adherence of the concrete to the corrugated material panels until hardening.

Abstract: A wooden floor truss/foundation wall combination is not made entirely from all-weather wood. In one embodiment, opposed end studs of untreated lumber rest upon treated lumber resting upon a footing just inside and near the bottom of the concrete foundation stem wall. In another embodiment, the end stud bottoms rest in a pocket depression in the footing lined with an environmental barrier to protect the stud bottom from dampness in the concrete footing. In another embodiment, an elongated floor joist member extends to the foundation wall to rest on a pad on the wall or in a pocket depression in the wall that is lined with an environmental barrier, or to hang on a joist hanger connected to the wall, and frame webbing extends down from the floor joist member to an environmentally-lined corner between the top of the footing and the bottom of the inside foundation wall.

Abstract: A floor frame structural support assembly having a plurality of substantially parallel, longitudinal support members or beams, each of the support members having an inside-directed and an outside-directed wall surface, the inside-directed wall surfaces of the support members being substantially parallel. Disposed between the support members and affixed to the inside-directed surface thereof so as to prevent the inside surfaces from moving from their substantially parallel relationship during handling, transportation, and deployment, is a plurality of substantially rigid, bend-resistive, compression-resistive cross members. Affixed to the outside surfaces of the respective longitudinal support members so as to be substantially collinear with the axis of a respective cross member is a plurality of outriggers. The floor frame structural support assembly may include additional structure such as floor joists, marriage wall beams, exterior wall beams and wall portions which are affixed thereto.

Abstract: An entire structure utilizing fiber reinforced plastic (FRP) pultruded structural shapes is provided for use in decks, docks, and boardwalks. This deck system for building decking, docks, boardwalks, walkways, gazebos, hot tub decks and spas can be built either to and extending from the exterior side of residential or commercial structures or as an independent, freestanding structure. The invention is assembled from FRP pultruded components comprising several systems which include a weight bearing support system, flooring system, safety system, roofing system, and decorative system. Components of the invention including but not limited to vertical support posts, horizontal decking, railing, stairs, gates, doors, frames and supporting members will be manufactured from FRP pultrusion structural shapes and composite sections using corrosion resistant hardware and adhesives.

Abstract: A cantilevered structural support comprises a counterbalance and an elongate support member that is secured to the counterbalance. A cantilevered portion of the support member extends outward from the counterbalance. When one or more cantilevered structural supports are used to support a freestanding structure, the cantilevered portions of the support members are configured to support 40% or more of the footprint area of the structure.

Abstract: A foundation system for a manufactured home utilizing a plurality of elongated footings extending transversely of the home and support blocks which may be pushed along the footings into proper position for attachment to the structural beams of the manufactured home.

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 universal building unit comprising a plurality of members connected to each other by at least one adjustable plate. There is also at least one panel connected to the plurality of members. In this case, the plurality of members, the adjustable plate, and the panels all connect together to form a universal building unit that can be repeatedly constructed and combined with adjacent building units to form a building structure. These building units also contain a heating and cooling system for heating and cooling each unit within the structure. In addition, these units can be combined in any manner to create stairs, walls, doors, fixed and movable partitions, windows, roofs, or any other type of building component. These building units comprise a series of simple, easy to install fittings and steel profiles to create framing for any type of building.

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 new mounting system for elevating and supporting objects such as solar panels and satellite dishes upon a roof. The mounting base for attachment to a roof rafter incorporates a threadable elongated member or stanchion and only requires a single lag bolt which is positioned directly beneath the stanchion for fastening to a roof rafter. A guide tunnel is also provided on the roof mount for proper drill angle into the rafter. The solar panel support utilizes C-shaped extruded aluminum horizontal members where, upon fastening the solar panel to the members, enhances the strength properties from a C-shape to a square structural member. The disclosed design for the solar panel support and associated equipment which are attached to at least two mounting bases, permits efficient packaging, resulting in minimal packaging time and cost.

Abstract: A post frame building that utilizes columns composed of and upper and lower section that is laminated from standard dimensional lumber. The lower section of the columns, made from treated lumber are set into the ground and cut to level. The upper sections, of non-treated lumber is joined to the lower section by means of a staggered slip joint. The upper end of the upper column section forms a sleeve into which a deep heel truss is set. Pre-fabricated girt panels are applied to the columns prior to truss mounting. Prefabricated applied between the trusses form a complete structure.