Abstract: A conservatory framework has an eaves structure from which the roof is supported, at least one comer and/or in-line joint in the eaves structure being two connector parts which are angularly adjustable relative to one another. The first and second elongate frame members, e.g. a hip bar and jack rafter, are coupled together in angular relation relative to one another by a coupling arrangement. The coupling arrangement includes a plate with an upstanding pivot post, a channel associated with and extending longitudinally of the first frame member for receiving the plate and maintaining it captive against separation from the first member in a direction generally transverse to its elongation, and an arm adapted to be coupled to the pivot post and to the second frame member. A roofing structure has a support structure, e.g.

Abstract: A ridge end assembly for a hipped roof is disclosed in which panel-supporting elongate members of the hipped roof are connected to the ridge end by connectors which are provided with means for locating lengths of sealing material betwen panels supported, in use, by the panel supporting members and an overlying ridge end cap. In one embodiment, the ridge assembly can include a ridge structure, a ridge cap for fitting atop the ridge structure, the ridge cap having a channel at its underside, and at least one fastener having an enlarged part for reception and retention in the channel, the fastener comprising a flexible tie by means of which the cap can be drawn into place on the ridge structure and then secured by a locking member co-operating with the tie.

Abstract: Disclosed are a vent disclosed for a septic system, including a conduit configured to vent gas therefrom, including a leg configured to conceal a portion of, and convey gas from, the conduit, and a method of concealing a conduit configured to vent gas from a septic system including sizing the conduit, then mounting on the conduit a leg configured to convey gas from the conduit.

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 plurality of wooden roof trusses for constructing a roof includes first and second wooden roof trusses. Each of the first and second wooden roof trusses includes a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord. A first web is provided to the first wooden roof truss and a second web is provided to the second wooden roof truss. Each of the first and second webs has a tapered web end shape set without regard to a shape of a first and second joint, respectively, into which said tapered web end shapes of the first and second webs fit. The first and second webs are substantially identical in length and web end shape. The first and second webs are located at different positions in their respective first and second wooden roof trusses.

Abstract: A connection between a first structural member and a second structural member. The second structural member has a bottom surface that lies adjacent the first structural member, and the bottom surface is formed with opposed side surfaces 27 and 28. A connector attaches the second structural member to the first structural member in combination with fasteners 13, and is formed with a base member, and the base member receives a select number of the fasteners which are also received by the first structural member, making a positive attachment between the connector and the first structural member. The connector 1 is also formed with opposed side flanges that are disposed laterally of the base member and connect to the base member along parallel bend lines. The side flanges receive a select number of the fasteners which are also received by the second structural member, making a positive attachment between the connector and the second structural member.

Abstract: The fall arrester according to the present invention includes a plurality of upright standards which are spaced apart along the sill plate of a wall of a building under construction. The upright standards extend above the sill plate and netting is attached to the upright members to span the space between adjacent upright standards. A ledge bracket is provided on each of the upright standards which extends inwardly from the wall to which the upright standard is secured. Planks are then placed on the ledge brackets of adjacent upright standards to provide a working platform for workers installing roof trusses and sheathing. At the gable end of the building, a gable-end pole is mounted to a truss and lifelines are installed between the pole and the upright standards to prevent workers from falling from the gable-ends of the roof.

Abstract: A method for fabricating a space frame structure, such as a dome, for covering an open space, with the space frame structure being assembled from beam members, which intersect at rigid mode joints. The beam members and other structural components used in the skeleton of the space frame are made from pre-cast concrete, which has not been subjected to pre-tensioning and the rigid node joints are formed in situ, for example, by casting concrete joints incorporating the ends of the beam members. The loads imposed by the weight of the beam members on the beams and the node joints effectively simulate pre-stressing of the components which act within the assembled structure as pre-stressed concrete.

Abstract: A composite roof structure, and a corresponding method of fabricating the structure, are disclosed which includes use of a layer of non-cellular adhesive material (preferably a two-component non-cellular polyurea polyurethane adhesive material), roof insulation panels, along with a flexible roof membrane, preferably made of thermoplastic olefin rubber, including a rubber-like sheet having a fleece-like matting secured to the underside thereof. The non-cellular adhesive is preferably sprayed onto a roof substrate and prior to complete solidification thereof the roof membrane or roof insulation is pressed into the adhesive so that the matting becomes embedded therein.

Abstract: An apparatus for serving as a cover for a window well associated with a window of a building and including a frame member having two vertically spaced apart inwardly extending projections, a retainer assembly that serves as a connection between the frame member and the building and also has a pair of vertically spaced apart outwardly extending projections, at least one support beam extending between and supported by the lower most projections, and a protective cover member overlying the support means and having edge portions received within the spaces between the projections of the frame member and the retainer assembly.

Abstract: A crush resistant seamless roofing system is formed by a layer of adjacent panels having loose joints filled by expanding rising foam adhesive, which is trimmed to remove excess foam adhesive above a top plane of the roofing system. The roofing system thus formed is covered by a fabric layer and a coating. Further, the seamless roofing system is combined with a base layer, located beneath the panels, the base layer comprising bonded panels of a lightweight fireproofing material, resistant to moisture and foot traffic.

Abstract: A ceiling hatch employs a frame having an upper edge and a lower edge and a passage bounded by a sidewall passing therebetween, the passage extending from the lower edge to the upper edge and having its minimum cross section at the lower edge. This frame is employed with an insulating block bounded by a top surface, a bottom surface and a side surface, and which is configured to be positionable substantially within the passage and substantially filling the same. A hinge attaches the frame to the insulating block, providing pivotable action between the insulating block and the frame about a pivot axis and allowing the insulating block to be swung out of the passage on an interference-free path such that the bottom surface of the insulating block is in a horizontal plane when the insulating block resides substantially within the passage.

Abstract: A composite wood panel is disclosed, the wood panel having parallel first and second longitudinal edges, and parallel upper and lower faces, and comprising: a groove formed along the second longitudinal edge, a complementary shaped tongue formed along the first longitudinal edge, and a barrier layer. A first surface extends from the tongue to the upper surface and forms a generally obtuse angle, &agr;, with the upper surface, while a matching surface extends from the groove forming a generally acute angle, &bgr;, with the upper surface, and the sum of &agr; and &bgr; is from about 175° to less than about 180°. The composite wood panel allows for convenient and fast assembly, particularly in constructing roofs, and also provides resistance against the penetration of water through the structure formed by the panels.

Abstract: A weather block for tile roofs. Tile roofs having a plurality of individual tiles configured adjacently to form rows of undulating tiles, with a first row of overlapping tiles, and where each one of the tiles in the first row of overlapping tiles have an upper end and an upper surface, are provided, adjacent thereto with a weather block of unique design. The weather block has an elongate spacer portion adapted to be located longitudinally straddling said upper end of the first row of tiles. The spacer extends laterally between an upper edge portion and a lower edge portion. A backing portion is provided extending downwardly from the upper edge portion of the spacer portion. A weather stop portion is provided extending downwardly from the lower edge portion of the spacer portion. The weather stop portion has a lower edge portion sized and shaped for close fitting engagement with the upper surface of the first row of tiles, to provide high resistance to wind blown water.

Abstract: A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section with a base and two substantially parallel legs with recessed web attachment faces and outwardly extending stiffening flanges to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member.

Abstract: An eaves beam for a glazed roof system includes a base member and an upper member. The base member includes a base plate adapted to rest on a building wall and includes upstanding wall members. The base member can be fastened from the top into the wall with the fastener extended between the two upstanding wall members. In turn, the upper portion of the eaves beam includes downwardly extended legs which are adapted to fit over the base member and are fastened to the base member by screws extended laterally through the legs into the base member. This facilitates installation of the eaves beam and allows the roof to be pre-assembled, taken to the work site and installed.

Abstract: Trellis structure including a frame body and a roof. The frame body is composed of multiple upright columns, press beams and support rods. The roof is composed of a ridge beam, multiple press beams and multiple support rods. The press beam is a hollow beam having an opening on one side. By means of multiple fixing members and bolts, the press beams are fixedly connected with the columns and the ridge beam to form a pattern of a house. The other side of the press beam is formed with a recessed insertion section. In cooperation with a press bar and a clamping plate, a light shading mesh is fixed around the frame body and on the top face of the roof to form a trellis with shading effect.

Abstract: Components for a roof assembly include a glazing having a main support member and a cap engaging member. The cap engaging member has a detent portion extending from an edge region back towards an opposite edge region. The component also includes a beam member a main support member and a rafter support member for supporting a rafter assembly. The rafter support member has a securing portion extending from an edge region. A ridge end member is also disclosed which has a plurality of segment extending radially outwardly from a hub member. Each segment has an elongate mounting member on an edge opposite the hub member. There is also disclosed a wing member for a valley rafter assembly. The wing member has first and second elements secured together. Each of the elements comprises a portion of a mounting formation to which a glazing bar can be mounted.

Abstract: The invention refers to such type of insulation for slanting roof structures that provides for optimum heat stability and for simultaneous carrying support of the basic and the protective roofings. The insulation with slanting roof structures providing for optimum heat stability and for simultaneous carrier support consists of a layer of rock wool of a 160-170 kg/m3; density and of 60-80 kN/m2; crush strength, providing simultaneously for adequate heat stability of the roof structure and applied as the carrier support of the basic and the protective roofings.

Abstract: A plurality of wooden roof trusses for constructing a roof includes first and second wooden roof trusses. Each of the first and second wooden roof trusses includes a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord. A first web is provided to the first wooden roof truss and a second web is provided to the second wooden roof truss. Each of the first and second webs has a tapered web end shape set without regard to a shape of a first and second joint, respectively, into which said tapered web end shapes of the first and second webs fit. The first and second webs are substantially identical in length and web end shape. The first and second webs are located at different positions in their respective first and second wooden roof trusses.

Abstract: A roof framing system includes a first bracket and a second bracket. The first bracket attaches a first rafter and a second rafter to a ridge beam. The second bracket attaches a third rafter, through the first bracket, to the ridge beam. The first bracket and/or the second bracket includes one or more projections for interlocking with the other one of the first bracket and the second bracket such that the second bracket can be moved between a fixed position and a released position by moving the second bracket relative to the first bracket to attach the third rafter, through the first bracket, to the ridge beam.

Abstract: A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section with a base and two substantially parallel legs with recessed web attachment faces and outwardly extending stiffening flanges to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member.

Abstract: A building roof tie for attaching roof trusses and rafters to wood top plates in building structures, such roof tie having a sheet metal body with risers and a bridge for overlapping a rafter and flaps for wrapping on the sides of the top plate. Generally triangular shaped reinforcing wings provide strength and stability, allowing the roof tie to be manufactured from different weights of steel. The roof ties are pitched to conform to a variety of framing applications. A plurality of apertures is formed in the roof tie to provide openings for fasteners for connecting the tie to the wood top plate and rafter.

Abstract: Two embodiments of a collapsible metal roof truss are disclosed. Both embodiments are made up jackknife foldable left and right heel sections, a jackknife foldable peak section and a center bottom chord. In the flat ceiling embodiment the center bottom chord can be solid. In the second cathedral ceiling embodiment the center bottom chord is split into two pivotally interconnected sections and a vertical web leg is added. The truss can be assembled in a variety of shapes and sizes and configurations and is easily collapsed after partial prefabrication for convenient shipping.

Abstract: Components for a roof assembly include a glazing having a main support member and a cap engaging member. The cap engaging member has a detent portion extending from an edge region back towards an opposite edge region. The component also includes a beam member a main support member and a rafter support member for supporting a rafter assembly. The rafter support member has a securing portion extending from an edge region. A ridge end member is also disclosed which has a plurality of segment extending radially outwardly from a hub member. Each segment has an elongate mounting member on an edge opposite the hub member. There is also disclosed a wing member for a valley rafter assembly. The wing member has first and second elements secured together. Each of the elements comprises a portion of a mounting formation to which a glazing bar can be mounted.

Abstract: The present invention relates to a roofing shingle, which can surely prevent water such as rainwater from leaking through a roof. A roofing shingle has a rectangular plate (11) provided with first through fourth seam portions (11a-11d). The first and second seam portions (11a, 11b) are positioned in a pair along opposite side edges of said plate and folded in opposite directions with respect to a plane of said plate. The third and fourth seam portions (11c, 11d) are positioned in a pair along opposite end edges of said plate and folded in opposite directions with respect to the plane of said plate. The roofing shingle comprises a waterproofing sheet member (20) having a sheet (21) with its configuration greater than that of said plate and adhesive layers (22a, 22b) provided on both sides of the sheet.

Abstract: A corner assembly for concrete form panels has a pair of rigid members. Each member has a bend therein to form a selected dihedral angle. Each member has horizontal slots formed therein and receiver plates which are received in the slots and extend through the concrete panel forms. The receiver plates are connected by a bridge member. The members are spaced apart by a selected distance and a removable bridge is disposed between the pair of rigid members. At least one concrete panel form is juxtapositioned to and connected to each of the rigid members. One of the rigid members is disposed exteriorly of the at least one concrete panel form. Concrete is disposed interiorly of the at least one concrete panel form. The corner assembly is adjustable to provide support for the corner of the construction.

Abstract: A construction element such as a wall or roof panel for a building, the construction element being formed from a composite material comprising silica cenospheres and a resin, the resin binding the cenospheres into a solid mass and retains them Gin a desired shape defining the construction element A second composite material can be overlaid and bonded to at least a part of the surface of the construction element. The second composite material has a number of layers bonded together. Colouring agents and fire retardant materials can be included within the second composite material.

Abstract: A roofing system has individual roofing panels that include a metal outer skin surrounding an insulation layer, a factory-applied protective membrane of polyisobutylene, and interlocking components for providing a rigid roof that is self-supporting and requires no sub-deck. The panels with pre-applied protective membranes are adapted to be factory-shipped to a job site so that assembly and sealing can be achieved in a one-step process.

Abstract: A roof structure for a building in the form of a cone shaped polygon is disclosed. The roof structure includes at least three multi-element trusses attached on corresponding ends to a vertically extending central column. Each of the trusses is rotationally displaced from adjacent ones of the trusses, as measured in a horizontal plane, preferably, by the same angle. Each of the trusses is inclined outwardly and downwardly from the central column to form a series of triangularly shaped roof segments between adjacent ones of the trusses and so as to provide the roof structure shape. The central column may be a vertically extending length of hollow pipe and is essentially non-load supporting, whereby a lower end of the column is vertically spaced above a support structure for outer peripheral edge portions of the trusses. The support structure may be a series of wood posts, a different one of which is attached on an upper end portion to an outer peripheral edge portions of a corresponding one of the trusses.

Abstract: A portable building comprising wall panels, studs, floor panels, floor support members, roof panels, truss members may be transported in the bed of a pickup truck, erected on one building site, used for living quarters at the site, disassembled at the one building site, transported in the pickup truck to a new site and erected on the new site. Erection of the portable building is easily accomplished in less than six man-hours. The portable building will withstand a side load equivalent to an 80 mile per hour wind and a roof load of 40 pounds per square foot.

Abstract: A composite wood panel is disclosed, the wood panel having parallel first and second longitudinal edges, and parallel upper and lower faces, and comprising: a groove formed along the second longitudinal edge, a complementary shaped tongue formed along the first longitudinal edge, and a barrier layer. A first surface extends from the tongue to the upper surface and forms a generally obtuse angle, &agr;, with the upper surface, while a matching surface extends from the groove forming a generally acute angle, &bgr;, with the upper surface, and the sum of &agr; and &bgr; is from about 175° to less than about 180°. The composite wood panel allows for convenient and fast assembly, particularly in constructing roofs, and also provides resistance against the penetration of water through the structure formed by the panels.

Abstract: A roofing ventilation system for a metal building. The system includes a compressible seal between a corrugated sheet metal roof and a roof vent of the system. Further, the present invention utilizes an insulating block having venting capability in order to allow moisture and hot air in the roofing system to escape, thereby reducing corrosion of the metal roof and deterioration of the insulating ability of the insulation material. In one embodiment, the system includes a shield between the insulating vent block and insulation material, such that insulation adjacent a compressed area of material does not obstruct the air passages of the insulating block. In one embodiment of the present invention, the compressible seal is a sealing strip that conforms to the profile and shape of the corrugated roof. The sealing strip is formed from an open-celled foam material and has a plurality of slits to provide an environmental barrier across the length of the corrugated roof.

Abstract: A canopy assembly for sheltering a drive-up ordering station of a fast food restaurant can pivot out of the way when impacted by a vehicle and return automatically to a centered position. A centering feature mounted to a column supporting a roof structure engages a pivotal coupler to bias the roof to a center position. This feature includes a pivot post assembly extending across the cavity and through a pair of helical slots in the coupler. When a leading end of the roof assembly is struck by a vehicle, the coupler is rotated and the pivot post engages the slots so that the coupler translates upward. The coupler is biased by gravity to a centered position in which the top ends of the slots rest on the pivot post.

Abstract: The panel system is meant for construction of a panel fillet or a major panel surface to be mounted in a pitched roof or in a facade, comprising a number of fixed panels (1) together with a number of openable panels (2), each panel comprising a frame structure composed of frame members (13, 22) bordering a panelling element (32) between them, each frame member (13, 22) comprising a profile element (30) and at least a core element (35). The profile elements (30) are designed as uniform standard parts, and in that at least some frame members of the frame structure are provided with means to vary the moment of inertia, where the means can comprise at least one element (47) which is received in said core element (35) and which extend over essentially the entire length of the frame member.

Abstract: A componentized, three dimensional, self-aligning, self-engineering building system for homes and similar constructions involving a plurality of individual, separately installable components of predetermined height selectively arranged, positioned and secured to each other in side-by-side relationship along the perimeter of and also secured on a previously prepared flat supporting surface for a home; and modeling blocks representing the components.

Abstract: In a roof beam for a conservatory roof, an upper capping has two sides and has gasket material attached to inwards edges of inwards returns of the sides so as to be substantially hidden by those returns, for sealing on glazing panels supported on glazing bars. Those returns are connected to the sides by lines of weakness, whereby those returns can reflex.

Abstract: The structure of the present invention simplifies a roofing procedure at the ridge of a roof, ensures easy detachment and relocation, and enables ventilation of the air via the ridge.

Abstract: There is now provided a building having a pitched, sculptured tile roof with a ridge extending atop the pitched, sculptured tile roof, with a pitched tile roof venting arrangement disposed at the ridge. The building has walls to support a roof having a ridge beam, roof rafters, and battens that support roofing tiles. The roof also has a row of ridge tiles disposed on said ridge beam. A venting arrangement is disposed atop the ridge beam, between the ridge tiles and the roofing tiles. The venting arrangement has a center strip that is placed onto the ridge beam, and two side strips that cover a portion of adjacent uppermost roofing tiles. The side strips have air venting openings for the passage of air from beneath the roof to the outside of the roof. The air venting openings are covered by cover bands which cover bands permit passage of air to flow therethrough and prevent rain or drift snow to readily penetrate through the air venting openings.

Abstract: A composite roof form includes first, second and third upright building walls laterally connected to define an interior building space, wall upper end segments of the at least a first upright building wall, a second upright building wall and a third upright building wall; the interior building space containing a building floor; an abutment beam and a laterally adjacent roof support beam defining a recessed horizontal lip portion facing the second wall, the beam upper segment defining a fourth roof form side wall; and a roof form support structure comprising at least one support leg extending from the building floor upwardly along the opposing wall to substantially the bottom of opposing second wall upper end segment and including a support panel having a panel connected end joined to the support leg and a panel engaging end with a panel upper surface and with a lip portion engaging structure resting on and supported by the lip portion, so that the panel upper surface extends along the bottom of the wall upper

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: An improved roof and method wherein each course of slate is underlaid with an interlayment material layer such that the interlayment material acts as a base to the through joints, resulting in a reduction in the amount of slate used by approximately 40% to 50%. The slate meets side to side (the through joint), the underlaying interlayment material providing sufficient waterproofing to protect the roof as well as being of lighter weight and a more economical slate roof than the slate which it replaces.

Abstract: A ridge end assembly for a hipped roof is disclosed in which panel-supporting elongate members of the hipped roof are connected to the ridge end by connectors which are provided with means for locating lengths of sealing material betwen panels supported, in use, by the panel supporting members and an overlying ridge end cap.

Abstract: The invention concerns a fast mounted building unit, characterised in that it comprises: a substantially rectangular lower frame (20), four walls (34) set on the vertical members of the frame, an upper frame (20) identical to the lower frame, whereof the vertical members rest on said walls, and four poles (42) which are arranged outside the walls and connecting between them the two frames by their comers.

Abstract: A componentized, three dimensional, self-aligning, self-engineering building system for homes and similar constructions involving a plurality of individual, separately installable components of predetermined height selectively arranged, positioned and secured to each other in side-by-side relationship along the perimeter of and also secured on a previously prepared flat supporting surface for a home; and modeling blocks representing the components.

Abstract: A clear span building structure includes a first row of cantilever supporting structures and a second opposing row of cantilever supporting structures. Each of the cantilever supporting structures has (1) a post with a top end and a bottom end, the bottom end being engaged to the ground; (2) an anchor span having a haunch height from a bottom end of the anchor span to the ground; and (3) a cantilever span. The anchor span and the cantilever span are coupled to the top end of the post. The anchor span slopes downwards from the top end of the post and the cantilever span slopes upwards from the top end of the post. A first roof covers the first row of cantilever supporting structures. A second roof covers the second opposing row of cantilever supporting structures. The first row of cantilever supporting structures and the second opposing row of cantilever supporting structures form only two pole lines.

Abstract: The panels (1, 2) are along a frame member connected to one or more support elements (3) in an angle of inclination in relation to a subjacent securing plane by means of mounting and hinge fittings (4) which can be adjusted in dependence of said angle of inclination, the fittings also constituting the hinge fittings of the openable panels. Each fitting (4) comprises a securing part for connection with the support element (3), a hinge part for connection with the frame structure of the panel (1, 2) and an adjustment part connecting the securing part with the hinge part.

Abstract: Abstract: The storage roof truss has a non-triangular central opening to provide greater storage space. Truss chords and webs are arranged to provide a central opening with a horizontal bottom and vertical lower sides. This allows more usable storage space. The central opening chords and webs are connected to the top chords in a triangular mesh pattern such that loads on the element junctures are carried in tension or compression. This allows similar structural efficiency as a conventional truss. Therefore roof storage trusses can be constructed with similar costs as conventional trusses. Also, storage roof trusses can have the same range of pitches as conventional trusses.

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity. In fabricating this type of building, foundation assemblies are first placed in concrete footings at a precise location in both the horizontal and vertical planes. Once the concrete has cured, columns are placed over the foundation assembly and bolted into place using pre-drilled holes in the columns and foundation assembly, thereby eliminating the difficult task of holding the columns erect while at the same time trying to precisely position the column in the horizontal and vertical planes. Trusses are connected to the top of the columns by means of bolts passes through pre-drilled holes.

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.