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CROSS-REFERENCES TO RELATED APPLICATIONS 
       [0001]    This Application claims priority as a continuation of prior filed U.S. application Ser. No. 13/833,564, filed Mar. 15, 2013, which in turn claims priority as a non-provisional perfection of U.S. Provisional Application No. 61/616,350, filed Mar. 27, 2012. Both prior applications are incorporated by reference herein in their entirety. 
     
    
     FIELD OF THE INVENTION 
       [0002]    The present invention relates to the field of building construction and more particularly relates to a structural framing system for accommodating building movements. 
       BACKGROUND OF THE INVENTION 
       [0003]    The current 2012 International Building Code and most prior model building codes used in the United States (UBC, SBC, BOCA) dating back at least as far as 1972 have required non-structural building enclosures (aka: “facades”, “building skins”, “cladding”) to be designed to accommodate building movements. Said movements include, but are not limited to, vertical displacements of perimeter framing members (spandrel beams) caused by the application of live and other superimposed gravity loads, and the horizontal building movements of the primary structural Lateral Force Resisting System(s) (LFRS) caused by wind, seismic, and other lateral forces. There are many ways to resolve both vertical and lateral movements in light gage, cold formed, steel stud framing (LGCFSSF), in the field of the wall (along a straight run of wall away from building corners) via nested tracks, slotted tracks, slide clips, and several other mechanisms that are currently in the marketplace. These current methods and systems leave accommodation of lateral movements at the corner areas of buildings largely unresolved. Most current framing details and connection systems for LGCFSSF do not specifically address the unique conditions at building corners. Most current LGCFSSFSs require/assume some level of distress and/or failure of the enclosure system at building corners, have extremely large visible joints (to separate the two adjacent walls meeting at the building corner to avoid contact), or include a system that requires the use of a horizontal slotted bent metal angle and special finish materials other than the typical cladding material and at the corner: a special material that can undergo traction and contraction forces. Depending on the magnitude of the lateral forces and the lateral stiffness of the building, said building corners may undergo extreme distress and even member failures due to the bi-directional attitude of building movement at corners; lateral movement in two orthogonal planes intersecting at the corner. Alternatively large joints are needed—joints in the order of 3″ to 6″ in some cases. This current state of the art is the reason for the need for a better resolution of enclosure wall performance at building corners. 
         [0004]    The present invention is a framing system that incorporates hinges and pivot capable stud clips in an effort to form corners that are easily assembled without large joints and simultaneously deformable according to the majority of current model codes. 
       SUMMARY OF THE INVENTION 
       [0005]    In view of the foregoing disadvantages inherent in the known types of framing systems for steel stud framing, this invention provides an improved system which accommodates for deformable corners in the eventual façade of the finished construction. As such, the present invention&#39;s general purpose is to provide a new and improved framing system that utilizes vertical, pivoting studs, horizontal header-struts (top and bottom tracks), selectively placed pre-fabricated/pre-manufactured horizontal-plane rotational hinges in the top and bottom track, and pre-fabricated/pre-manufactured vertical-plane rotational stud clips, or “pivot clips.” The pivot clips secure the studs to the edge of floor and allow the studs to rotate freely as driven by story drift displacements. The framing assembly accommodates building movements at building corners through controlled non-planar deformation of the corner region of the building. When properly designed and installed, the framing system disclosed herein significantly mitigates distress at building corners, in some cases, and completely eliminates distress in most cases. The disclosed framing system provides for smaller visible joints in exterior enclosures and allows the use of the typical cladding material without the introduction of other finish materials at the building corner. Critical to the system are the special slab edge vertical plane rotational clips and the horizontal plane hinges in the top and bottom tracks, both of the aforementioned components being ideally pre-fabricated or pre-manufactured and are disclosed herein in two different preferred embodiments each. 
         [0006]    The more important features of the invention have thus been outlined in order that the more detailed description that follows may be better understood and in order that the present contribution to the art may better be appreciated. Additional features of the invention will be described hereinafter and will form the subject matter of the claims that follow. 
         [0007]    Many objects of this invention will appear from the following description and appended claims, reference being made to the accompanying drawings forming a part of this specification wherein like reference characters designate corresponding parts in the several views. 
         [0008]    Before explaining at least one embodiment of the invention in detail, it is to be understood that the invention is not limited in its application to the details of construction and the arrangements of the components set forth in the following description or illustrated in the drawings. The invention is capable of other embodiments and of being practiced and carried out in various ways. Also it is to be understood that the phraseology and terminology employed herein are for the purpose of description and should not be regarded as limiting. 
         [0009]    As such, those skilled in the art will appreciate that the conception, upon which this disclosure is based, may readily be utilized as a basis for the designing of other structures, methods and systems for carrying out the several purposes of the present invention. It is important, therefore, that the claims be regarded as including such equivalent constructions insofar as they do not depart from the spirit and scope of the present invention. 
     
    
     
       BRIEF DESCRIPTION OF THE DRAWINGS 
         [0010]      FIG. 1  is a perspective view of a wall frame on an elevated floor utilizing the present invention. 
           [0011]      FIG. 2  is a top plan view of a hinge utilized in the present invention. 
           [0012]      FIG. 3  is a side elevation of the hinge of  FIG. 2 . 
           [0013]      FIG. 4  is an exploded view of the hinge of  FIG. 2 . 
           [0014]      FIG. 5  is a top plan view of the hinge of  FIG. 2 , rotated to an angle. 
           [0015]      FIG. 6  is a top plan view of the hinge of  FIG. 2 , rotated to a right angle. 
           [0016]      FIG. 7  is a top plan view of an alternate hinge utilized in the present invention. 
           [0017]      FIG. 8  is a front elevation of the alternate hinge of  FIG. 7 . 
           [0018]      FIG. 9  is an exploded view of the alternate hinge of  FIG. 8   
           [0019]      FIG. 10  is a side elevation of the alternate hinge of  FIG. 7 . 
           [0020]      FIG. 11  is a top plan view of the hinge of  FIG. 7 , in a corner hinge configuration. 
           [0021]      FIG. 12  is a perspective view of one half of the alternate hinge of  FIG. 7 . 
           [0022]      FIG. 13  is an exploded view of the hinge half of  FIG. 12 . 
           [0023]      FIG. 14  is a perspective view of a bent tongue used in the alternate hinge of  FIG. 7 . 
           [0024]      FIG. 15  is a perspective view of the hinge half of  FIG. 12  inserted in an upper strut track. 
           [0025]      FIG. 16  is an exploded view of the hinge and track assembly of  FIG. 15 . 
           [0026]      FIG. 17  is a front elevation of a stud clip utilized in the present invention. 
           [0027]      FIG. 18  is a side elevation of the stud clip of  FIG. 17 . 
           [0028]      FIG. 19  is a top plan view of the stud clip of  FIG. 17 . 
           [0029]      FIG. 20  is a front elevation of the stud clip of  FIG. 17  in its installed position proximate a floor slab edge. 
           [0030]      FIG. 21  is a front elevation of an alternate embodiment of a stud pivot clip utilized in the present invention. 
           [0031]      FIG. 22  is a side elevation of the stud pivot clip of  FIG. 21 . 
           [0032]      FIG. 23  is a top plan view of the stud pivot clip of  FIG. 21 . 
           [0033]      FIG. 24  is an exploded view of the stud pivot clip of  FIG. 23 . 
       
    
    
     DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT 
       [0034]    With reference now to the drawings, the preferred embodiment of the framing system is herein described. It should be noted that the articles “a”, “an”, and “the”, as used in this specification, include plural referents unless the content clearly dictates otherwise. The following reference numbers are used in this specification to identify the following parts of the invention: 
         [0035]      10 —framing system 
         [0036]      12 —framing stud 
         [0037]      14 —upper strut track 
         [0038]      16 —floor slab 
         [0039]      18 —lower strut track 
         [0040]      20 —corner rotational hinge 
         [0041]      22 —axial rotational hinge 
         [0042]      24 —lower hinge half 
         [0043]      26 —hinge pivot pin 
         [0044]      28 —upper hinge half 
         [0045]      30 —stud clip 
         [0046]      32 —clip arcuate slot 
         [0047]      34 —clip center hole 
         [0048]      40 —alternate hinge 
         [0049]      42 —alternate hinge tongue 
         [0050]      43 —alternate hinge tongue with a bend 
         [0051]      44 —alternate hinge saddle 
         [0052]      46 —alternate hinge channel section 
         [0053]      48 —pivot element 
         [0054]      50 —alternate stud clip 
         [0055]      52 —fastening plate 
         [0056]      54 —plate attachment holes 
         [0057]      56 —pivot element 
         [0058]      58 —L-bracket 
         [0059]    With reference to  FIG. 1 , the exemplar framing system  10  is an assemblage of a plurality of light gage, cold formed, steel studs  12 , steel girt-strut tracks  14 ,  18 , special pre-manufactured vertical plane rotational stud clips  30  and pre-manufactured horizontal-plane rotational hinges  20 ,  22 . The system is intended for applications where steel stud framing is utilized to enclose a building and where said framing extends past the edge of the floor slab  16  (on elevated floors), and is supported independently at each floor—sometimes called “by-pass” framing. Although intended for “by-pass” framing, the system can also be applied to single story or bottom story framing that rests on the ground. The system is generally limited to a region from 5 feet to 8 feet from the building corner on each side of the building corner, but may, upon proper design and detailing, be of different dimensions. 
         [0060]    In the region of the system studs are attached to the edge of the floor slab  16  with vertical-plane stud pivot clips  30 , the studs extend below the floor to some predetermined elevation (normally the elevation of the head of the window below the floor) and extend up to a similar relative elevation above the floor to which they are attached. Girt-strut track elements  14 ,  18  run along the top and bottom of the studs, tying the studs  12  together and preventing rotation of the studs  12  about their vertical axis (twisting). A gap is provided between the bottom of the system at one floor and the top of the system at the floor below to allow for vertical deflections of the building framing and other movements. No mechanical tie or link is provided, needed, or allowed between the corner framed system from floor to floor within the area between the horizontal plane hinges  22  and the building corner. A horizontal-plane hinge  20  is placed in the top girt-strut track  14  (and sometimes in the bottom girt-strut track  18 ) at the intersecting corner of the building—called the “corner hinge”. Other horizontal plane hinges  22  are placed in the top track (and sometimes the bottom track) at the ends of the area that undergoes non-planar deformation away from the corner—called “axial hinges”—at one or both sides of the corner, depending on the building configuration. The far end of the axial hinge  22  connects to the typical framing system which continues along the wall away from the corner framing—preferably a nested track system. Vertical dynamic sealant joints are provided in the exterior finish system at locations aligned with or near a vertical line associated with the corner-hinge  20  and axial-hinges  22 . 
         [0061]    How it Functions: 
         [0062]    As the building moves laterally, perpendicular to the face of the exterior wall, the framing in the field of the wall (framing beyond the corner framing system) will (should) tilt in and out of plane as driven by the lateral movement of the building. The stud pivot clips  30  allow for this stud rotation. The axial hinge  22  at the far end of the corner framing system will link the corner framing system to the field framing. The corner framing system will ride along with the field framing at the axial hinge  22 , moving the far end of the top girt-strut track  14  with it. The top girt-strut track  14  will gradually transition to the quasi-static corner position at the corner hinge  20  where the studs  12  remain essentially vertical. At the building corner, the perpendicular wall will keep the building corner in vertical alignment, so the wall element adjacent to the tilting field framing will be driven into a non-planar shape (a hyperbolic-paraboloid shape). There is no connection in the corner framed system from floor to floor so no loads are transmitted from floor to floor within the corner framed system. An offset condition will occur when the building displaces. As the building moves laterally, parallel to the face of the building, the field framing will slip along its axis at the top of the wall in the deflection track. Since there is no connection between floors in the system, the corner will simply displace creating an offset (temporary) until the building rights itself. 
         [0063]    For optimum performance of the corner framed system, the length of the sides of the corner framed system are based on the amount of story drift intrinsic to the building and the type of finish materials applied to the stud framing, varying from around 5 feet to upwards of 10 to 12 feet. 
         [0064]    The top girt-strut track  14 , carries an axial load delivered through the corner hinge  20  from the perpendicular forces on the adjacent wall and delivers it through the axial hinge  22  to the wall beyond the corner framed systems, or delivers it to diagonal bracing within the corner framed system (not shown). 
         [0065]    Joint sizing is based on many factors including: the distance from face of stud framing to face of finish material, specified thermal gradients, magnitude of lateral building movement at each floor, sealant movement potential, length of the system side elements, and other factors. 
         [0066]    The individual, unique components of the system are shown in  FIGS. 2-10 .  FIGS. 2-6  depict a hinge, either axial  22  or corner  20 . A first embodiment of each hinge  20  is formed from upper  28  and lower  24  halves pivotably joined by pivot pin  26 . Each features a tongue and bodies that are off-set with respect to each other so to accommodate sliding into position with a track  14 ,  18 . As seen in  FIGS. 5 and 6 , the two hinge halves  24 ,  28  rotate to any angle about the pivot pin  26 , thus accommodating for any angle of corner (including the wall at 300° in the case of the axial hinge  22 ) and for deflection of the corner, which may deflect between 3° and 5°. In use the hinges are intended to be at least a semi-permanent attachment to the struts  18 ,  14 . Hinges  20  and struts  18 ,  14  may be attached by bolts, screws or other suitable fasteners, including self-drilling, self-tapping screws. They may also be permanently joined by welding or some other method. 
         [0067]    An alternate hinge assembly  40  is depicted in  FIGS. 7-16 . This hinge is constructed of two halves ( FIGS. 12-13 ), each made of three parts, a tongue  42 ,  43 , a connecting saddle  44 , and a channel section  46 . The three parts may be fashioned together or assembled by any means known or later discovered; such as by spot welding them together. The two halves are joined by a pivot element  48  which, like the previous embodiment, may be a pin, bushing, rivet, grommet, or any other suitable connection piece that allows for pivoting motion between the halves. The hinges may be made in halves, such that they may be assembled as corner or axial hinges as needed on site, or may be pre-manufactured as one or the other. The two halves may be differentiated by their tongues, as one tongue  42  ( FIG. 12 ) is flat while the other  43  ( FIG. 14 ) has a slight bend so as to accommodate the other tongue  42 . It should be noted that the particular design of the tongues may allow for total rotation of the hinge halves or may be constructed to limit rotation, as is depicted. The depicted tongues  42 ,  43  limit rotation of the hinges such that in the axial hinge shown in  FIGS. 7-10  the hinge may rotate about 110°, however the corner hinge ( FIG. 11 ) it limited to a range of rotation of about 10°. It should be noted that flection of the wall assembly due to story drift displacement is generally limited to 3-5° before such flection usually proves catastrophic, even if the methods and structures of the present invention are followed. Therefore allowing up to 10° or even 110° of rotation by the hinges is more than adequate to accommodate the usual displacement that may be encountered. In practice, the channel section  46  is flanged ( FIG. 10 ) and is inserted into the girt-strut track  14  of a frame and they are mutually secured together ( FIGS. 15-16 ). 
         [0068]      FIGS. 17-20  depict a first embodiment of a stud pivot clip  30 . The clip  30  is generally an “L” bracket with a plurality of holes on the long side. The holes include a central pivot hole  34  and at least 4 arcuate slots  32  which are attached to the individual studs  12 . Stiffening ribs may also be provided as shown. In the figures, the arcuate slots  32  are depicted as being in the same circle, having the same distance (radius) to the central pivot hole  34 . However, individual arcuate slots  32  may be in separate, concentric, circles with different radii about the central pivot hole  34 . Any screw with sufficient shoulder or other means which allows rotational movement between clip and stud may be used to secure the pivot clip  30  to the stud  12 . 
         [0069]    In an alternate embodiment, shown in  FIGS. 21-24 , the stud pivot clip  50  is a two-piece construction joined at a pivot, thereby eliminating the need for the arcuate slots  32  or central pivot hole  34  of the previous embodiment. A fastening plate  52  is used as a base for the stud pivot clip  50  and may be welded to an individual stud or bolted thereto using the provided holes  54 . An L-bracket  58 , similar to the first described embodiment is joined to the floor slab  16  and the two pieces are joined by a pivot element  56 , which may be a bushing, grommet or some other pivoting structure added or built into the fastening plate  52  and L-bracket  58 . It should be noted that fastening plate  52  and L-bracket  58  are slightly bent to provide an off-set to accommodate the pivot element  56  and relative rotation. Like the previous embodiment, ribs or other deformations may be provided to strengthen the L-bracket  58 . 
         [0070]    Although the present invention has been described with reference to preferred embodiments, numerous modifications and variations can be made and still the result will come within the scope of the invention. No limitation with respect to the specific embodiments disclosed herein is intended or should be inferred. 
         [0071]    The top and bottom girt-strut elements may be comprised of a single light gage cold-formed track profile or may be comprised of an assembly or other combinations of tracks, studs, cold-formed brake shapes, or hot-rolled shapes. The pre-fabricated/pre-manufactured pivot and hinge elements can be made by bending, stamping, forging, forming, casting, welding, and/or other suitable fabrication methods, or combinations thereof. The stud pivot clip may have additional features that enhance durability and strength, such as the illustrated ribs, or any other known or later discovered method or structure in the art, such as structural flanges.

Summary:
The present invention is a framing system for resolving vertical and horizontal movements in light gage, cold formed, steel stud framing. It utilizes at least one corner hinge and a plurality of pivoting stud clips (one for each stud) that accommodate for the deflection of a building as it encounters environmental changes. Additional hinges may be placed axially, along the wall and at the top and bottom of the corner for increased flexibility. Two embodiments of stud pivot clips, one utilizing direct attachment and arcuate slots, the other utilizing a pivotable connection plate, are disclosed; as are two hinge embodiments.