The present invention generally relates to connections for structures, and more specifically, a truss hanger for connecting a truss to a wall including fire retardant sheathing.
The use of fire separation walls in structures, such as in multifamily housing, is commonplace. Often, fire separation is required to be continuous along the walls between adjoining units to prevent fire from spreading between the adjoining units in a multifamily structure. For some types of construction, the building codes also require exterior walls to be fire rated. Typically, gypsum board is used as a fire retardant sheathing along these walls. Floor trusses or joists are attached to or hung from the walls including the gypsum board, but cannot be hung from the gypsum board itself. The trusses or joists must therefore be attached to the wall framing. A cutout for the entire cross section of the truss leaves a large discontinuity in the fire retardant sheathing. However, building codes require that the fire separation wall maintain a certain fire resistant rating. Thus, the integrity of the fire retardant sheathing should be maintained and interruptions of the sheathing kept to a minimum.
In one aspect of the present invention, a hanger for connecting a structural component to a wall having sheathing mounted thereon includes a channel-shaped portion configured to receive the structural component. The channel shaped portion includes a bottom wall, side walls extending from opposite edges of the bottom wall and a back wall. The bottom wall, side walls and back wall are sized and arranged to receive an end of the structural component for supporting the end of the structural component. A connection portion includes a top flange extending away from the back wall of the channel-shaped portion in a direction opposite to the bottom wall of the channel-shaped portion. The top flange is configured for attachment to a top surface of a top plate of the wall. The connection portion further includes a back flange extending from an edge of the top flange in a direction toward the bottom wall of the channel-shaped portion. The back flange of the connection portion faces the back wall of the channel-shaped portion and the back flange and back wall define a space sized to receive the sheathing between the back flange and the back wall. An extension portion extends from the channel-shaped portion to the connection portion and interconnects the channel-shaped portion and the connection portion. The extension portion separates the back wall of the channel-shaped portion from the back flange of the connection portion to define the space sized to receive the sheathing.
In another aspect pf the present invention a hanger for connecting a structural component to a wall adapted to have sheathing mounted thereon generally comprises a channel-shaped portion configured to receive the structural component. An extension portion extends from the channel-shaped portion and is configured to extend through the sheathing to engage the wall at a first location. The extension portion includes extension flanges extending from the channel-shaped portion forming a bend between each extension flange and the channel-shaped portion. Each of the extension flanges is configured to extend through the sheathing. A connection portion is fixed in position relative to the channel-shaped portion such that that channel-shaped portion does not rotate relative to the connection portion. The connection portion is configured for attachment to the wall at a second location spaced from the first location. The extension flanges define planar surfaces disposed in opposed face-to-face relation between the connection portion and the channel-shaped portion.
In another aspect of the present invention, a truss hanger for connecting a truss to a wall adapted to have fire resistant sheathing mounted thereon generally comprises a channel-shaped portion configured to receive the truss. The channel-shaped portion includes a base sized and shaped for receiving a truss chord of the truss thereon, side panels extending upward from the base, and a back panel. The back panel extends orthogonally from one of the side panels. An extension portion extends from the channel-shaped portion and is configured to extend through the fire resistant sheathing. The extension portion includes extension flanges. Each of the extension flanges extends away from the base of the channel-shaped portion. A connection portion includes a top flange extending away from the back panel of the channel-shaped portion in a direction opposite to the base of the channel-shaped portion. The top flange is configured for attachment to a top surface of a top plate of the wall. The connection portion further includes a back flange extending from an edge of the top flange in a direction toward the base of the channel-shaped portion.
A hanger for connecting a structural component to a wall having sheathing mounted thereon generally comprises a channel-shaped portion configured to receive the structural component. An extension portion is configured to be disposed at least partially in the sheathing. A connection portion is configured for attachment to the wall.
Other objects and features will be in part apparent and in part pointed out hereinafter.
Corresponding reference characters indicate corresponding parts throughout the drawings.
Referring to
As seen in
Referring to
As seen in
Referring again to
A back flange 66 extends from each of the extension flanges 60. Each back flange 66 extends generally perpendicular from the extension flange 60 and is oriented generally parallel to the back panels 48. Referring to
As seen in
In one embodiment, the slot 72 in the fire retardant sheathing 34 can be made using a slot template 82 (
The template 82 includes a guide slot 98 to guide a cutting tool in cutting the slot 72 in the sheathing 34. The guide slot 98 extends from a top edge of the vertical panel 84 to a location spaced from a bottom edge of the vertical panel. As illustrated, the guide slot 98 includes a wide, rectangular portion 98a in the horizontal panel 88 to ease insertion of a cutting tool into the guide slot. A converging portion 98b of the slot 98 in the vertical panel 84 transitions from the wide portion 98a to a narrow lower portion 98c of the slot. This facilitates entry of the cutting tool into the narrow portion 98c. The narrow portion 98c of the guide slot 98 is dimensioned to facilitate cutting the slot 72 in the sheathing 34 to a size configured to receive the extension flanges 60 of the truss hanger 26.
As seen in
In use, the template 82 is placed on the sheathing 34 in a selected location for a slot 72. The template can be used to cut the slot 72 in the sheathing 34 either before or after the sheathing is mounted on the wall 28. The prongs 92 and corners 94 are inserted into the sheathing 34 by tapping with a hand or striking with a hammer or other blunt instrument. Once the template 82 is secured in position on the sheathing 34, a cutting tool (e.g., a drywall cutout tool) is inserted into the guide slot 98 to cut a slot 72 in the sheathing at the location of the guide slot. In one embodiment, a drywall cutout tool with a ⅛″ or ¼″ spiral bit is used to cut the slot 72, although other cutting tools are within the scope of the present invention. After the slot 72 is cut in the sheathing 34, the template 82 is removed from the sheathing. The sheathing 34 is then configured to receive the truss hanger 26.
Referring again to
The base 44 and back flanges 66 of the truss hanger 26 cooperate to stabilize the truss hanger 26 and protect the fire retardant sheathing 34 under the loads transferred from the truss 12 to the wall 28 by way of the hanger. The channel 52 that receives an end portion of the truss 12 is spaced to the interior of the wall 28 and more particularly to the interior of the second location L2 where the connector tabs 74 are attached to an upper surface of the top plate 30. The vertically downward load of the truss 12 applied to the base 44 of the truss hanger 26 urges the truss hanger 26 to pivot so that the base would move toward the wall 28, which could damage the fire retardant sheathing 34 and pry out the nails 78 connecting the connector tabs 74 to the upper surface of the top plate 30. However, this motion is resisted by the engagement of the back flanges 66 with the interior vertical face of the top plate 30 at the first location L1. Thus, there is a force couple between the base 44 of the hanger 26 carrying the vertical load of the truss 12 and the back panels 48 of the hanger (via engagement of the back flanges 66 with the top plate 30) engaging the end face of the truss. Accordingly, the truss hanger 26 and truss 12 are stable with minimal disruption of the fire retardant sheathing 34, even though the truss is held at a distance from the wall 28 by the truss hanger.
As seen in
In use, the truss hanger 26 is positioned in the slot 72 of the fire retardant sheathing 34 mounted on the wall 28. As seen in
In another embodiment, the truss hangers 26 can be installed without pre-forming the slot 72 in the fire retardant sheathing 34. More particularly, each hanger 26 can be driven into the sheathing 34. The driving point 62 of the hanger 26 is positioned against a top edge of the fire retardant sheathing. The hanger 26 is then driven downward into the sheathing 34, led by the pointed tip 64. The hanger 26 continues to be driven into the gypsum boards until the connector tabs 74 engage the upper surface of the top plate 30. In this way, the hanger 26 forms the slot in the sheathing 34.
In still another embodiment, the truss hangers 26 can be installed on the wall 28 before the sheathing 34 is mounted on the wall. This simplifies construction by allowing the building to be completely framed and roofed before requiring the sheathing 34 to be installed. Trade workers (e.g., mechanical, electrical) therefore have complete access to the wall cavity to install components without interference from the sheathing 34. The truss hanger 26 is positioned against the wall 28 such that the back flanges 66 engage the wall and the connector tabs 74 engage the top plate 30. The connector tabs 74 are fastened to the top plate 30 of the wall by any suitable means, such as by inserting nails 78 through nail holes 76. Then, a truss 12 is positioned in the truss channel 52 of the hanger 26. The truss hanger is fastened to the truss 12 by any suitable means, such as by inserting nails 56 through the nail holes 54 in each side panel 46 of the hanger 26. The floor truss 12 is thereby secured to the hanger 26 and the wall 28, and access to the wall cavity remains unhindered by sheathing. Subsequently, the sheathing 34 can be mounted on the wall 28 by moving the sheathing upward into place so that the extension flanges 60 of the hanger 26 extend through the slot 72 of the sheathing and the sheathing is positioned in the sheathing channels 68 between the back flanges 66 and the back panels 48.
Referring to
Referring to
As seen in
Referring again to
A back flange 166 extends from the extension flange 160 generally perpendicular from the extension flange. Referring to
As seen in
Referring again to
The base 144 and back flanges 166 cooperate to stabilize the truss hanger 126 and protect the fire retardant sheathing 34 from exposure to the loads transferred from the truss 12 to the wall 28 by way of the truss hanger 126. The channel 152 that receives an end portion of the truss 12 is spaced to the interior of the wall 28 and more particularly to the interior of the second location L20 where the connector tabs 174 are attached to an upper surface of the top plate 30 (see
As seen in
The truss hanger 126 is used as described above with reference to the truss hanger 26. In use, the truss hanger 126 is positioned in the slot 72 of the fire retardant sheathing 34 mounted to the wall 28. One method of using the truss hanger 126 includes cutting the slot 72 in the fire retardant sheathing 34 (either before or after the sheathing is mounted on the wall). In one embodiment, the slot 72 can be cut using the slot template 82 (either before or after the sheathing 34 is mounted to the wall 28). The slot 72 can be any suitable length, and in one embodiment is about 10 inches long. The truss hanger 126 is then positioned against the fire retardant sheathing 34 so that the extension flanges 160 extend through the slot 72. In one embodiment, the hanger 126 is slid downward into place so that the extension flanges 160 extend through the slot 72, the driving point 162 engages the fire retardant sheathing 34, the back flange 166 is positioned adjacent the wall 28, and the fire retardant sheathing is positioned in the sheathing channels 168 of the hanger. The hanger connector tabs 174 are fastened to the top plate 30 of the wall 28 by driving nails 178 through the nail holes 176 into the top plate 30. Then, a truss member, e.g. truss bottom chord 16 is positioned in the truss channel 152 of the hanger 126. Nails 156 are driven through holes 154 in the side panels 146 to secure the floor truss 12 to the wall 28. The hanger 126 is thus secured to both the truss 12 and the wall 28, with the fire retardant sheathing 34 between the hanger and the wall.
In another embodiment, the truss hangers 126 can be installed without pre-forming the slot 72 in the fire retardant sheathing 34. More particularly, each hanger 126 can be driven into the sheathing 34. The pointed tip 164 of the driving point 162 of the hanger 126 is positioned against a top edge of the fire retardant sheathing 34. The hanger 126 is then driven downward into the sheathing 34, led by the pointed tip 164. The hanger 126 continues to be driven into the gypsum boards until the connector tabs 174 engage the upper surface of the top plate 30. In this way, the hanger 126 forms the slot in the sheathing 34.
In another embodiment, the truss hangers 126 can be installed on the wall 28 before the sheathing 34 is mounted on the wall. This simplifies construction by allowing the building to be completely framed and roofed before requiring the sheathing 34 to be installed. Trade workers (e.g., mechanical, electrical) therefore have complete access to the wall cavity to install components without interference from the sheathing 34. The truss hanger 126 is positioned against the wall 28 such that the back flange 166 engages the wall and the connector tabs 174 engage the top plate 30. The connector tabs 174 are fastened to the top plate 30 of the wall by any suitable means, such as by inserting nails 178 through nail holes 176. Then, a truss 12 is positioned in the truss channel 152 of the hanger 126. The truss hanger 126 is fastened to the truss 12 by any suitable means, such as by inserting nails 156 through the nail holes 154 in each side panel 146 of the hanger. The floor truss 12 is thereby secured to the hanger 126 and the wall 28, and access to the wall cavity remains unhindered by sheathing. Subsequently, the sheathing 34 can be mounted on the wall 28 by moving the sheathing upward into place so that the extension flanges 160 of the hanger 126 extend through the slot 72 of the sheathing and the sheathing is positioned in the sheathing channels 168 of the hanger.
The truss hanger 26, 126 permits a floor truss 12 to be secured to a wall 28 through fire retardant sheathing 34 with minimal interruption to the sheathing. Installation of the truss hanger minimally disrupts the continuity of the sheathing and therefore does not reduce the fire resistive rating of a fire rated assembly. The extension flanges 60, 160 extend through the fire retardant sheathing 34 so that the sheathing is interrupted only by the slot 72 required to receive the flanges. The back flanges 66, 166 engage the wall 28 behind the sheathing 34 to stabilize the hanger 26, 126 and protect the sheathing. The truss hanger 26, 126 can be mounted on a wall already having sheathing mounted thereon, or can be mounted on a wall before the sheathing (i.e., the sheathing does not have to be mounted on the wall before the truss hanger), thereby simplifying construction. The truss hanger 26, 126 can be formed from a metal blank 80, 180, which reduces the number of parts required to hang the floor truss 12 and simplifies the manufacturing process.
In an independent test performed by an outside firm, the truss hanger was installed as part of a wall assembly including 2×6 wood studs, 24″ on center, with two layers of ⅝″ Type X gypsum attached to each side. The gypsum board included a slot to accommodate the hanger. The hanger was fixed to the top plate of the wall with six 10d common nails in the connector tabs. The cavities in the wall were filled with mineral wool insulation. The testing was performed per ASTM E814 which subjected the specimen to the time/temperature curve prescribed in ASTM E119 for a period of two hours, followed by a hose stream test. As a result of this testing, the outside firm reported that when installed on one side of a maximum 2 hour fire-rated wall assembly, the penetration of the truss hanger through the gypsum board will not reduce the fire resistive rating of the 2 hour fire resistive assembly.
Having described the invention in detail, it will be apparent that modifications and variations are possible without departing from the scope of the invention defined in the appended claims.
When introducing elements of the present invention or the preferred embodiments(s) thereof, the articles “a”, “an”, “the” and “said” are intended to mean that there are one or more of the elements. The terms “comprising”, “including” and “having” are intended to be inclusive and mean that there may be additional elements other than the listed elements.
In view of the above, it will be seen that the several objects of the invention are achieved and other advantageous results attained.
As various changes could be made in the above products without departing from the scope of the invention, it is intended that all matter contained in the above description and shown in the accompanying drawings shall be interpreted as illustrative and not in a limiting sense.
This application is a continuation of U.S. application Ser. No. 16/433,799, filed Jun. 6, 2019, which is a continuation of U.S. application Ser. No. 16/225,517, filed Dec. 19, 2018, now U.S. Pat. No. 10,316,510, which is a continuation of U.S. application Ser. No. 15/675,409, filed Aug. 11, 2017, now U.S. Pat. No. 10,184,242, which is a continuation of U.S. application Ser. No. 14/555,049, filed Nov. 26, 2014, now U.S. Pat. No. 10,024,049, which claims priority to U.S. Provisional Application No. 61/922,531, filed Dec. 31, 2013, the entirety of which are incorporated herein by reference.
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Number | Date | Country | |
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20210238841 A1 | Aug 2021 | US |
Number | Date | Country | |
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61922531 | Dec 2013 | US |
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Parent | 16433799 | Jun 2019 | US |
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Child | 16433799 | US | |
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Child | 16225517 | US | |
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Child | 15675409 | US |