US20070094945A1 - Fire resistant construction - Google Patents
Fire resistant construction Download PDFInfo
- Publication number
- US20070094945A1 US20070094945A1 US10/786,466 US78646604A US2007094945A1 US 20070094945 A1 US20070094945 A1 US 20070094945A1 US 78646604 A US78646604 A US 78646604A US 2007094945 A1 US2007094945 A1 US 2007094945A1
- Authority
- US
- United States
- Prior art keywords
- separation wall
- area separation
- structure according
- fire resistance
- interior support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 230000009970 fire resistant effect Effects 0.000 title claims description 7
- 238000010276 construction Methods 0.000 title description 4
- 238000000926 separation method Methods 0.000 claims abstract description 67
- 239000012528 membrane Substances 0.000 claims abstract description 30
- 230000004888 barrier function Effects 0.000 claims abstract description 17
- 238000009413 insulation Methods 0.000 claims abstract description 17
- 239000000463 material Substances 0.000 claims description 9
- 229910052602 gypsum Inorganic materials 0.000 claims description 6
- 239000010440 gypsum Substances 0.000 claims description 6
- 239000005445 natural material Substances 0.000 claims description 6
- 238000012360 testing method Methods 0.000 claims description 5
- 239000002657 fibrous material Substances 0.000 claims description 3
- 239000008187 granular material Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 239000012811 non-conductive material Substances 0.000 claims description 3
- 239000008188 pellet Substances 0.000 claims description 3
- 238000009432 framing Methods 0.000 description 7
- 230000009977 dual effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000009436 residential construction Methods 0.000 description 1
- 238000009781 safety test method Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/945—Load-supporting structures specially adapted therefor
Definitions
- the present invention relates generally to a structure having a fire resistance rated, area separation wall and, more particularly, to a two-hour fire resistance rated, area separation wall for a structure including an interior support structure; only an outer membrane on each side of said interior support structure; and a substantially organic thermal insulation barrier between the outer membranes.
- Multi-family residential constructions typically include a separation wall constructed of wood members and having an insulating material between the units. These wood members may include dual two-by-four framing with a drywall surface on both sides of the framing. In most cases, this type of construction requires that the drywall be attached to the interior surface of the framing before the framing is placed upright to serve as a wall. After the framing is placed upright, insulation material may be positioned in the framing, and later an additional drywall membrane is fastened to the outside of the framing to complete an interior wall. This process is expensive, labor-intensive and time consuming.
- a structure having a fire resistance rated, area separation wall including a first and second building units and a two- hour fire resistance rated, area separation wall having only outer membranes.
- the present invention is directed to a structure having a fire resistance rated, area separation wall including: a first building unit; a second building unit; and a two- hour fire resistance rated, area separation wall having only outer membranes.
- the two-hour fire resistance rated, area separation wall includes: (a) an interior support structure; (b) only an outer membrane on each side of the interior support structure; and (c) a substantially organic thermal insulation barrier between the outer membranes.
- the structure having a fire resistance rated, area separation wall may include a tying structure connecting the fire resistance rated, area separation wall to the first unit and the second unit.
- one aspect of the present invention is to provide a structure having a fire resistance rated, area separation wall including: a first building unit; a second building unit; and a two-hour fire resistance rated, area separation wall having only outer membranes.
- Another aspect of the present invention is to provide a two-hour fire resistance rated, area separation wall for a structure including: an interior support structure; only an outer membrane on each side of the interior support structure; and a substantially organic thermal insulation barrier between the outer membranes.
- Still another aspect of the present invention is to provide a structure having a fire resistance rated, area separation wall, the structure including: a first building unit; a second building unit; and a two-hour fire resistance rated, area separation wall having only outer membranes,
- the area separation wall including: (a) an interior support structure; (b) only an outer membrane on each side of the interior support structure; and (c) a substantially organic thermal insulation barrier between the outer membranes; and a tying structure connecting the fire resistance rated, area separation wall to the first unit and the second unit.
- FIG. 1 is a front perspective view of a structure having a fire resistance rated, area separation wall constructed according to the present invention
- FIG. 2 is a side view of the two-hour fire resistance rated, area separation wall for a structure shown in FIG. 1 including a tying structure;
- FIG. 3 is a side view of the two-hour fire resistance rated, area separation wall for a structure shown in FIG. 1 without a tying structure
- FIG. 1 a structure having a fire resistance rated, area separation wall, generally designated 10 , is shown constructed according to the present invention.
- the structure having a fire resistance rated, area separation wall includes a first building unit 12 and a second building unit 14 . Additional building units 16 may also be part of the structure 10 .
- the first building unit 12 and second building units 14 may be occupiable spaces, which may be residentially occupiable spaces, such as town homes.
- a town house is generally defined by the 2000 International Residential Code as a single-family dwelling unit constructed as a group of three or more attached units in which each unit extends from foundation to roof with open space on at least two sides.
- a two-hour fire resistance rated, area separation wall 18 constructed according to the present invention, is located between each building unit 12 , 14 , 16 .
- FIG. 2 is a side view of one embodiment of the two-hour fire resistance rated, area separation wall 18 including an interior support structure 22 having only an outer membrane 24 on each side of the interior support structure 22 , and a substantially organic thermal insulation barrier 26 between the outer membranes 24 .
- the interior support structure 22 includes at least two structurally independent interior support members 28 .
- the structurally independent interior support members 28 include a plurality of vertical members such as conventional 2 ⁇ 4. The plurality of vertical members may be spaced apart no more than about 16 inches and include cross bracing 30 at about their mid height.
- the two-hour fire resistance rated, area separation wall 18 includes a physical gap 32 between the structurally independent interior support members 28 .
- a tying structure 34 connects the first unit 12 and the second unit 14 .
- the tying structure 34 may be a conventional 2 ⁇ 8.
- the tying structure is overlaid top plates 37 that is attached to the top edge of the interior support members 28 .
- a bottom plate 36 is attached to the bottom edge of the interior support members 28 .
- the maximum height of the fire resistance rated area separation wall preferably is 10 feet, whereupon another wall would begin.
- the outer membranes 24 preferably are a fire resistant wallboard, including Type X and Type C gypsum wallboard (GWB) as defined in ASTM C11.
- the gypsum wallboard preferably conforms to ASTM Test C-36-96.
- the substantially organic thermal insulation barrier 26 between the outer membranes 24 may be selected from the group consisting of fibrous material, granular material, pellet material, aggregated material, agglomerated material and mixtures thereof.
- the substantially organic thermal insulation barrier 26 may be a natural material.
- the natural material may be cellulosic.
- the substantially organic thermal insulation barrier 26 may be an acoustically non-conductive material.
- FIG. 3 is a side view of the preferred embodiment of the two-hour fire resistance rated, area separation wall 18 that does not include a tying structure 34 connecting the first unit 12 and the second unit 14 .
- the two-hour fire resistance rated, area separation wall 18 described in FIG. 3 includes a separate top plate 37 attached to another top plate 37 that is attached to the top edge of the interior support members 28 .
- a bottom plate 36 is attached to the bottom edge of the interior support members 28 .
- the maximum height of the fire resistance rated area separation wall preferably is 10 feet, whereupon another wall would begin.
- the top of the area separation wall can be formed either by a top plate 37 overlaid with a tying structure 34 or by a top plate 37 overlaid with a second top plate 37 separated by an inch.
- a top plate 37 overlaid with a tying structure 34
- a second top plate 37 separated by an inch.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
- (1) Field of the Invention
- The present invention relates generally to a structure having a fire resistance rated, area separation wall and, more particularly, to a two-hour fire resistance rated, area separation wall for a structure including an interior support structure; only an outer membrane on each side of said interior support structure; and a substantially organic thermal insulation barrier between the outer membranes.
- (2) Description of the Prior Art
- Multi-family residential constructions typically include a separation wall constructed of wood members and having an insulating material between the units. These wood members may include dual two-by-four framing with a drywall surface on both sides of the framing. In most cases, this type of construction requires that the drywall be attached to the interior surface of the framing before the framing is placed upright to serve as a wall. After the framing is placed upright, insulation material may be positioned in the framing, and later an additional drywall membrane is fastened to the outside of the framing to complete an interior wall. This process is expensive, labor-intensive and time consuming.
- One purpose of such a dual membrane construction of an area separation wall is to provide a fire resistance separation between adjacent spaces to meet federal, state and local regulations concerning the fire resistance of such a construction. Underwriters Laboratories Inc. (UL), an independent, not-for-profit product safety testing and certification organization, has been testing products for public safety for more than a century. Because UL has an undisputed reputation as the leader in U.S. product safety and certification, it is advantageous to obtain classification of a building product by UL. One UL test, ANSI/UL 263 (ASTM E119 and NFPA 251), involves rating such a separation wall for fire resistance. If a separation wall including only an outer membrane could be developed that is sufficiently fire resistant to gain UL classification for two-hour fire resistance, such a separation wall would be less costly to construct than conventional separation wall.
- Thus, there is a need for a structure having a fire resistance rated, area separation wall, the structure including a first and second building units and a two- hour fire resistance rated, area separation wall having only outer membranes.
- The present invention is directed to a structure having a fire resistance rated, area separation wall including: a first building unit; a second building unit; and a two- hour fire resistance rated, area separation wall having only outer membranes. In the preferred embodiment, the two-hour fire resistance rated, area separation wall includes: (a) an interior support structure; (b) only an outer membrane on each side of the interior support structure; and (c) a substantially organic thermal insulation barrier between the outer membranes. Also, in the preferred embodiment, the structure having a fire resistance rated, area separation wall may include a tying structure connecting the fire resistance rated, area separation wall to the first unit and the second unit.
- Accordingly, one aspect of the present invention is to provide a structure having a fire resistance rated, area separation wall including: a first building unit; a second building unit; and a two-hour fire resistance rated, area separation wall having only outer membranes.
- Another aspect of the present invention is to provide a two-hour fire resistance rated, area separation wall for a structure including: an interior support structure; only an outer membrane on each side of the interior support structure; and a substantially organic thermal insulation barrier between the outer membranes.
- Still another aspect of the present invention is to provide a structure having a fire resistance rated, area separation wall, the structure including: a first building unit; a second building unit; and a two-hour fire resistance rated, area separation wall having only outer membranes, The area separation wall including: (a) an interior support structure; (b) only an outer membrane on each side of the interior support structure; and (c) a substantially organic thermal insulation barrier between the outer membranes; and a tying structure connecting the fire resistance rated, area separation wall to the first unit and the second unit.
- These and other aspects of the present invention will become apparent to those skilled in the art after a reading of the following description of the preferred embodiment when considered with the drawings.
-
FIG. 1 is a front perspective view of a structure having a fire resistance rated, area separation wall constructed according to the present invention; -
FIG. 2 is a side view of the two-hour fire resistance rated, area separation wall for a structure shown inFIG. 1 including a tying structure; and -
FIG. 3 is a side view of the two-hour fire resistance rated, area separation wall for a structure shown inFIG. 1 without a tying structure - In the following description, like reference characters designate like or corresponding parts throughout the several views. Also in the following description, it is to be understood that such terms as “forward,” “rearward,” “left,” “right,” “upwardly,” “downwardly,” and the like are words of convenience and are not to be construed as limiting terms.
- Referring now to the drawings in general and
FIG. 1 in particular, it will be understood that the illustrations are for the purpose of describing a preferred embodiment of the invention and are not intended to limit the invention thereto. As best seen inFIG. 1 , a structure having a fire resistance rated, area separation wall, generally designated 10, is shown constructed according to the present invention. The structure having a fire resistance rated, area separation wall includes afirst building unit 12 and asecond building unit 14.Additional building units 16 may also be part of thestructure 10. Thefirst building unit 12 andsecond building units 14 may be occupiable spaces, which may be residentially occupiable spaces, such as town homes. A town house is generally defined by the 2000 International Residential Code as a single-family dwelling unit constructed as a group of three or more attached units in which each unit extends from foundation to roof with open space on at least two sides. A two-hour fire resistance rated,area separation wall 18, constructed according to the present invention, is located between each 12, 14, 16.building unit -
FIG. 2 is a side view of one embodiment of the two-hour fire resistance rated,area separation wall 18 including aninterior support structure 22 having only anouter membrane 24 on each side of theinterior support structure 22, and a substantially organicthermal insulation barrier 26 between theouter membranes 24. Theinterior support structure 22 includes at least two structurally independentinterior support members 28. The structurally independentinterior support members 28 include a plurality of vertical members such as conventional 2×4. The plurality of vertical members may be spaced apart no more than about 16 inches and include cross bracing 30 at about their mid height. The two-hour fire resistance rated,area separation wall 18 includes aphysical gap 32 between the structurally independentinterior support members 28. Atying structure 34 connects thefirst unit 12 and thesecond unit 14. Thetying structure 34 may be a conventional 2×8. The tying structure is overlaidtop plates 37 that is attached to the top edge of theinterior support members 28. Abottom plate 36 is attached to the bottom edge of theinterior support members 28. Also, the maximum height of the fire resistance rated area separation wall preferably is 10 feet, whereupon another wall would begin. - The
outer membranes 24 preferably are a fire resistant wallboard, including Type X and Type C gypsum wallboard (GWB) as defined in ASTM C11. The gypsum wallboard preferably conforms to ASTM Test C-36-96. The substantially organicthermal insulation barrier 26 between theouter membranes 24 may be selected from the group consisting of fibrous material, granular material, pellet material, aggregated material, agglomerated material and mixtures thereof. The substantially organicthermal insulation barrier 26 may be a natural material. The natural material may be cellulosic. The substantially organicthermal insulation barrier 26 may be an acoustically non-conductive material. -
FIG. 3 is a side view of the preferred embodiment of the two-hour fire resistance rated,area separation wall 18 that does not include atying structure 34 connecting thefirst unit 12 and thesecond unit 14. Instead, the two-hour fire resistance rated,area separation wall 18 described inFIG. 3 includes aseparate top plate 37 attached to anothertop plate 37 that is attached to the top edge of theinterior support members 28. In both embodiments, abottom plate 36 is attached to the bottom edge of theinterior support members 28. Also, in both embodiments, the maximum height of the fire resistance rated area separation wall preferably is 10 feet, whereupon another wall would begin. - As can be seen, the top of the area separation wall can be formed either by a
top plate 37 overlaid with atying structure 34 or by atop plate 37 overlaid with a secondtop plate 37 separated by an inch. Thus, there are two configurations. One is with asingle top plate 37 and atying structure 34 that joins the two walls (shown inFIG. 2 ) and the other is two separate top plates with a space between them (shown inFIG. 3 ). In either case, this results in a double top plate being formed. - Certain modifications and improvements will occur to those skilled in the art upon reading of the foregoing description. It should be understood that all such modifications and improvements have been deleted herein for the sake of conciseness and readability but are properly within the scope of the following claims.
Claims (48)
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/786,466 US20070094945A1 (en) | 2004-02-25 | 2004-02-25 | Fire resistant construction |
| MXPA05002173A MXPA05002173A (en) | 2004-02-25 | 2005-02-24 | Fire resistant construction. |
| CA002498158A CA2498158A1 (en) | 2004-02-25 | 2005-02-24 | Fire resistant construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/786,466 US20070094945A1 (en) | 2004-02-25 | 2004-02-25 | Fire resistant construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20070094945A1 true US20070094945A1 (en) | 2007-05-03 |
Family
ID=34886689
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/786,466 Abandoned US20070094945A1 (en) | 2004-02-25 | 2004-02-25 | Fire resistant construction |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US20070094945A1 (en) |
| CA (1) | CA2498158A1 (en) |
| MX (1) | MXPA05002173A (en) |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2009619A (en) * | 1932-04-07 | 1935-07-30 | Johns Manville | Thermal insulating material and method of making the same |
| US2884779A (en) * | 1953-08-31 | 1959-05-05 | Nat Gypsum Co | Laminated gypsum core-board |
| US3300919A (en) * | 1964-02-10 | 1967-01-31 | Us Plywood Corp | Movable fireproof wall and joint |
| US3415026A (en) * | 1965-10-23 | 1968-12-10 | Kaiser Gypsum Company Inc | Building of gypsum structural wall elements |
| US3908062A (en) * | 1974-01-21 | 1975-09-23 | United States Gypsum Co | Fire-resistant, composite panel and method of making same |
| US3974607A (en) * | 1974-10-21 | 1976-08-17 | United States Gypsum Company | Fire-rated common area separation wall structure having break-away clips |
| US4212405A (en) * | 1972-03-07 | 1980-07-15 | Srick Corporation | Aluminum panel container or trailer body |
| US4464877A (en) * | 1981-11-12 | 1984-08-14 | Ryan Homes, Inc. | Method of assembling multi-unit, party wall residential buildings and fire-resistant party wall structure |
| US4658557A (en) * | 1982-04-26 | 1987-04-21 | Mulford Cass E | Building wall construction |
| US5167098A (en) * | 1991-02-22 | 1992-12-01 | The Will-Burt Company | Fire resistant modular building |
| US5941034A (en) * | 1997-07-24 | 1999-08-24 | Frankfurt; Eric S. | Multi-story apartment building with breezeway |
| US5953833A (en) * | 1996-08-23 | 1999-09-21 | Research, Incorporated | Coating dryer system |
| US6532710B2 (en) * | 2000-02-03 | 2003-03-18 | Leonard R. Terry | Solid monolithic concrete insulated wall system |
| US6651393B2 (en) * | 2001-05-15 | 2003-11-25 | Lorwood Properties, Inc. | Construction system for manufactured housing units |
| US6901713B2 (en) * | 2002-01-03 | 2005-06-07 | Erich Jason Axsom | Multipurpose composite wallboard panel |
-
2004
- 2004-02-25 US US10/786,466 patent/US20070094945A1/en not_active Abandoned
-
2005
- 2005-02-24 CA CA002498158A patent/CA2498158A1/en not_active Abandoned
- 2005-02-24 MX MXPA05002173A patent/MXPA05002173A/en not_active Application Discontinuation
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2009619A (en) * | 1932-04-07 | 1935-07-30 | Johns Manville | Thermal insulating material and method of making the same |
| US2884779A (en) * | 1953-08-31 | 1959-05-05 | Nat Gypsum Co | Laminated gypsum core-board |
| US3300919A (en) * | 1964-02-10 | 1967-01-31 | Us Plywood Corp | Movable fireproof wall and joint |
| US3415026A (en) * | 1965-10-23 | 1968-12-10 | Kaiser Gypsum Company Inc | Building of gypsum structural wall elements |
| US4212405A (en) * | 1972-03-07 | 1980-07-15 | Srick Corporation | Aluminum panel container or trailer body |
| US3908062A (en) * | 1974-01-21 | 1975-09-23 | United States Gypsum Co | Fire-resistant, composite panel and method of making same |
| US3974607A (en) * | 1974-10-21 | 1976-08-17 | United States Gypsum Company | Fire-rated common area separation wall structure having break-away clips |
| US4464877A (en) * | 1981-11-12 | 1984-08-14 | Ryan Homes, Inc. | Method of assembling multi-unit, party wall residential buildings and fire-resistant party wall structure |
| US4658557A (en) * | 1982-04-26 | 1987-04-21 | Mulford Cass E | Building wall construction |
| US5167098A (en) * | 1991-02-22 | 1992-12-01 | The Will-Burt Company | Fire resistant modular building |
| US5953833A (en) * | 1996-08-23 | 1999-09-21 | Research, Incorporated | Coating dryer system |
| US5941034A (en) * | 1997-07-24 | 1999-08-24 | Frankfurt; Eric S. | Multi-story apartment building with breezeway |
| US6532710B2 (en) * | 2000-02-03 | 2003-03-18 | Leonard R. Terry | Solid monolithic concrete insulated wall system |
| US6651393B2 (en) * | 2001-05-15 | 2003-11-25 | Lorwood Properties, Inc. | Construction system for manufactured housing units |
| US6901713B2 (en) * | 2002-01-03 | 2005-06-07 | Erich Jason Axsom | Multipurpose composite wallboard panel |
Also Published As
| Publication number | Publication date |
|---|---|
| MXPA05002173A (en) | 2005-09-30 |
| CA2498158A1 (en) | 2005-08-25 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: U.S. GREENFIBER, LLC, NORTH CAROLINA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:SMITH, IVAN THRALL;REEL/FRAME:015715/0548 Effective date: 20040819 |
|
| AS | Assignment |
Owner name: U.S. GREENFIBER, LLC, NORTH CAROLINA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:THORNBERRY, RICHARD PAUL;REEL/FRAME:018795/0315 Effective date: 20061120 |
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| AS | Assignment |
Owner name: WACHOVIA BANK, NATIONAL ASSOCIATION, NORTH CAROLIN Free format text: SECURITY AGREEMENT;ASSIGNOR:US GREENFIBER, LLC;REEL/FRAME:021651/0233 Effective date: 20080815 Owner name: WACHOVIA BANK, NATIONAL ASSOCIATION, NORTH CAROLIN Free format text: SECURITY AGREEMENT;ASSIGNOR:US GREENFIBER, LLC;REEL/FRAME:021651/0371 Effective date: 20080815 Owner name: WACHOVIA BANK, NATIONAL ASSOCIATION,NORTH CAROLINA Free format text: SECURITY AGREEMENT;ASSIGNOR:US GREENFIBER, LLC;REEL/FRAME:021651/0233 Effective date: 20080815 Owner name: WACHOVIA BANK, NATIONAL ASSOCIATION,NORTH CAROLINA Free format text: SECURITY AGREEMENT;ASSIGNOR:US GREENFIBER, LLC;REEL/FRAME:021651/0371 Effective date: 20080815 |
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| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |