The present invention relates to a joist hanger.
Joist hangers are used in building construction to secure and hang the ends of joists or other members to walls, headers and/or other support members. Typically, the joist hanger includes a u-shaped portion that receives the joist. The bottom surface of the joist rests on the seat of the hanger, and the side walls of the hanger are dimensioned to closely receive the side faces of the joist, providing it with lateral support.
Where appropriate, the joist may be connected to the hanger by means of nails or other fasteners driven through the side walls of the hanger into the side faces of the joist. These fasteners position the joist with respect to the hanger, preventing movement of the joist along the long axis of the joist. These fasteners also resist uplift forces on the joist, preventing the joist from lifting out of the seat of the hanger. These fasteners may simply be driven horizontally into the joist, in which case they are preferably short fasteners that will not pass all the way through the joist. Alternatively, longer fasteners may be used that are driven at a non-orthogonal angle into the joist, and longer fasteners can also be driven at an acute angle such that they are driven into the header as well. This last practices has been commonly called double-shear nailing.
Often, in order to connect the joist hanger to the header, back flanges are attached to the side walls. Generally, these flanges extend laterally from the side walls. These flanges can extend inwardly or outwardly from the side walls, depending on design considerations. These back flanges can be attached to top flanges that extend horizontally from the back flanges and over the top surface of a structural member to which the hanger will be attached.
Openings may be provided in the back flanges to receive fasteners. These fasteners are generally nails in light-frame wood construction. Screws and bolts are also used in wood construction, depending on the size of the members to be joined and other considerations. In light-gauge steel construction, sheet metal screws, bolts, welds and rivets are commonly used.
In perhaps the simplest of hangers, the back flanges extend outwardly from the side flanges, providing an easily-accessed fastening face. Fasteners are then driven though the back flanges into the front face of the support wall or supporting structural member. In other instances, design considerations dictate which particular attachment method is used for attaching the joist and the hanger to the support wall.
As discussed above, top flanges may be attached to the back flanges to aid in attaching the hanger to the support wall. Hangers with top flanges are generally referred to as top-flange hangers. Hangers without top flanges are generally referred to as face-mount hangers. If the top flanges wrap over the top of the header and down the back of the header, the hanger can be called a wrap-around hanger. Again, various design considerations dictate what features are present in a hanger, and various building considerations dictate which hanger, or type of hanger, is used in a particular situation. Generally, if a top flange hanger is used and the header is made of wood, pre-formed holes are provided in the top flanges to receive suitable fasteners for connecting the top flange to the header. Such fastener openings may not be present in light-gauge steel construction because the hanger is typically fastened to the support wall with self-drilling sheet metal screws or by welding.
As mentioned above, it is often desirable to fasten the joist to the hanger to resist uplift forces acting on the joist. Such forces are often caused by lateral loading on the building due to high winds or seismic activity. Also, one end of a joist must be downwardly restrained if that joist is cantilevered (e.g., to support an overhanging deck). As mentioned above, openings may be provided in the side walls of the hanger so that the joist can be held down with fasteners driven through the openings and into the joist.
Drywall panels are used in fire barriers, but it can be difficult to shield supporting structural members like top plates and headers at the connection between the supporting wall and a supported joist, because drywall panels are susceptible to cracking and crushing and have little bearing strength with regard to fasteners received in the drywall. The present invention allows drywall paneling to be easily applied to the front faces of the supporting structural members, providing some shielding from fire and heat, and provides a joist hanger connection that still allows the drywall paneling to serve as a fire barrier. Importantly, the present invention does not require additional components. The drywall can simply be notched or cut away where portions of the hanger may interfere with the installation of the drywall.
The present invention uses sufficiently strong material for the side walls back flanges, top flanges and other portions of the hanger such that they can hold the hanger away from the header and against the one or more drywall panels disposed between the joist and the support member without sagging. The hanger bears the load of the joist without crushing the drywall either during installation or use.
The present invention provides a joist hanger that can carry a joist to be attached to a supporting structural member with fire-resisting, drywall panels interposed between the end of the joist, or portions of the joist, and the front face of the supporting structural member such that the drywall panels can help shield the supporting structural member from damage from fire, while providing a strong connection between the joist and the supporting structural member. The joist hanger has a seat member for receiving a joist has one or more back members with inclined portions that extend at an angle away from the uppermost portions of the one or more back members such that the seat member can hold the joist a distance away from the uppermost portions of the one or more back members.
The present invention provides a joist hanger that can be fastened to a structural member with drywall panels that have little or no dowel bearing strength being interposed between the end of the joist and the surface of the structural member. The drywall panels cover enough of the end of the joist and enough of the surface of the structural member such that the drywall panels provide some protection to the structural members from the effects of fire.
The present invention provides a connector that when it is installed, at least a portion of the joist hanger is held away from the supporting structural member to which it is attached. The present invention provides a joist hanger that has back flanges that have inclined portions that extend at an angle away from the connection point where they attach to the top flanges. The inclined back flanges allow the portion of the hanger that receives the joist to be disposed away from the front face of the structural supporting member such that one or more drywall panels may be interposed between the end of the joist, or portions of the end of the joist, and the front face of the supporting structural member. The present invention allows drywall panels to be placed over or in front of a supporting structural member and behind portions of the hanger and portions of the end of the joist thereby providing some shielding from the deleterious effects of fire and heat, with substantial portions of the top edges of the drywall panels near the hanger and the end of the joist reaching at least as high as the top surface of the structural support member.
The present invention provides a joist hanger with one or more stand-off members for holding portions of the hanger away from the front surface of the support member.
In one form of the joist hanger, the one or more stand-off members are attached to the back members of the joist hanger, and in particular the inclined portions of the back members.
The present invention provides a joist hanger that can be fastened to a structural support member with substantially non-load-bearing drywall panels being interposed between portions of the end of the joist and the structural support member.
The present invention provides a hanger with a stand-off member that substantially spans the distance between the end face of the joist and the front surface of the structural support member.
The present invention provides a hanger with side walls having back edges, and in the preferred form the back edges of the side walls are disposed away from the front surface of the structural support member.
The present invention provides a hanger with stops provided on the side walls for resisting movement by the end of the joist past the stops. Preferably the stops are attached to the back edges of the side walls.
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Preferably, the one or more drywall panels 6 shield the structural support member 4, and each of the one or more fire-resistant panels 6 has a front face 7, a back face 8 opposite the front face 7, and negligible dowel bearing strength. In order to show the vertically disposed studs and top plate 4 that makes up the wall the panels 6 are not shown as covering these members completely; however, preferably the panels 6 cover all of the structural members that make up the wall to a substantial degree to help protect them from fire.
Preferably, the structural support member 4 has a substantially vertical front face 16 and significant dowel bearing strength. The joist hanger 2 preferably supports the joist 3. The joist 3 has an end face 13 spaced away from the front face 16 of the structural support member 4.
Preferably, the joist hanger 2 has one or more back members 9. In the Figs. the joist hanger 2 is shown with multiple back members 9. The joist hanger 2 has a first side wall or side member 11, and a second side wall or side member 11.
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The joist hanger 2 of the present invention is preferably formed from sheet steel. When the hanger 2 is used to connect a wood joist 3 to a wood support member 4 with fasteners 5 such as nails or screws, the hanger 2 is preferably made with fastener openings 26 to make it easier to connect fasteners 5 to the hanger 2 and to indicate to the installer where fasteners 5 should be used.
The first and second side members 11 are preferably planar members, with first and second inner faces 27 that face the joist 3, and first and second outer faces 28 opposite the first and second inner faces 27.
The first and second side members 11 preferably have first and second back edges 29, and the first and second side members 11 form an angular joint 47, where they meet the first and second back members 9 at the inner edges 20 of the first and second back members 9. The embodiment of the hanger 2 shown in the drawings shows an orthogonal angular joint 47; however, other angles are used if the joist 3 is to extend from the support member 4 at a non-orthogonal angle.
The first and second side members 11 preferably have first and second front edges 30 opposite the first and second back edges 29. The first and second front edges 30 can be generally straight, or they could have curved or jutting portions to provide more support for the joist 3 or more room to space fasteners 5 for securing the joist 3 to the hanger 2.
The first and second back edges 29 of the first and second side members 11 preferably have lower portions 31 and upper portions 32 with the back members 9 reaching down as far as the upper portions 32 of the first and second back edges 29, and the back members 9 being attached to the side members 11 along the upper portions 32 of the first and second back edges 29 of the side members 11. In the preferred form of the invention, the bottom edges 25 of the back members 9 are disposed a substantial distance above the seat member 12. In the form of the invention shown in
The first and second side members 11 preferably have first and second top edges 33. The first and second side members 11 also preferably have first and second bottom edges 34 opposite the first and second top edges 33. The first and second side members 11 preferably are formed with fastener openings 26.
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The one or more panels 6 preferably are drywall panels 6. Drywall, otherwise known as plasterboard, wallboard, or gypsum board is typically a panel made of gypsum plaster pressed between two thick sheets of paper. It is used as part of interior walls and ceilings. In the United States and Canada, drywall panels are manufactured in 48-inch wide panels in varying lengths. Common panel thicknesses are ½-inch and ⅝-inch. In the present invention, two layers of ⅝-inch drywall is preferred. Drywall is naturally fire resistant and can be used to cover and protect the structural members of a building. However, gypsum is friable and has little or no dowel bearing strength. Other panels of differeing materials and qualities may be used.
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The seat member 12 preferably has an upper face 36 that interfaces with the joist 3. The seat member 12 also preferably has a lower face 37 opposite the upper face 36, first and second linear side edges 38, a back edge 39 that can be orthogonal to the first and second side edges 38 in certain embodiments, and a front edge 40 opposed to the back edge 39. The seat member 12 preferably forms angular joints 48 with the first and second side members 11 where the first and second side edges 38 meet the first and second bottom edges 34 of the first and second side members 11.
The one or more top flanges 15 preferably are planar, with upper faces 41 and bottom faces 42 opposite the upper faces 41. Preferably, the bottom faces 42 contact the top face 17 of the structural support member 4. The one or more top flanges 15 preferably have front edges 44 and opposed back edges 45. The back edges 45 can be formed with notches 63 or with tabs 64. The top flanges 15 preferably form an angular joint 49 with the back members 9 where the front edges 44 of the top flanges 15 meet the one or more top edges 24 of the one or more back members 9. The first and second top flanges 15 can be formed with fastener openings 26. The tabs 64 can have fastener openings 26 for placing the fasteners 5 farther from the support member front face 16 while the notches 63 between the tabs 64 conserve material of the one or more top flanges 15.
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Preferably, each of the one or more panels 6 has a top edge face 14 and the structural support member 4 has a top face 17. In the preferred embodiment, only one or more notches 51 are made in the one or more drywall panels 6 between the end 13 of the joist 3 and the structural support member 4 such that most of the top edge face 14 of each of the one or more panels 6 preferably is located at the level of the top face 17 of the structural support member or above the top face 17 of the structural support member 4, thereby helping to shield and protect the structural support member 4. Similarly, the drywall panels 6 are disposed between most of the end 13 of the joist 3 and the wall of which the structural support member 4 is a part.
The first back member 9 preferably has a first top edge 24, a first bottom edge 25, a first substantially vertical inner edge 20, a first outer edge 21 opposed to the first inner edge 20, and a first back face 10 of which a portion is adapted to be in parallel registration with the front face 7 of the outermost structural panel 6. Preferably, the second back member 9 also has a second top edge 24, a second bottom edge 25, a second inner edge 20, a second outer edge 21 opposed to the second substantially vertical inner edge 20, and a second back face 10 a portion of which is in parallel registration with the front face 7 of the outermost drywall panel 6.
The joist hanger 2 is preferably formed as a single piece of sheet metal that is bent into its final shape.
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Stops 60 can be provided on the one or more side members 11 of the hanger 2. As shown, the stops 60 are a bent member attached to the side members 11 of the hanger 2 at the back edges 29 of the side members 11. The stops 60 are generally planar members that interface with the end 13 of the joist 3. The stops can be provided with openings 61 to receive fasteners to further secure the hanger 2 to the joist 3.