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US20070094945A1 - Fire resistant construction - Google Patents

Fire resistant construction Download PDF

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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
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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
Application number
US10/786,466
Inventor
Ivan Smith
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U S GreenFiber LLC
Original Assignee
U S GreenFiber LLC
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by U S GreenFiber LLC filed Critical U S GreenFiber LLC
Priority to US10/786,466 priority Critical patent/US20070094945A1/en
Assigned to U.S. GREENFIBER, LLC reassignment U.S. GREENFIBER, LLC ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: SMITH, IVAN THRALL
Priority to MXPA05002173A priority patent/MXPA05002173A/en
Priority to CA002498158A priority patent/CA2498158A1/en
Assigned to U.S. GREENFIBER, LLC reassignment U.S. GREENFIBER, LLC ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: THORNBERRY, RICHARD PAUL
Publication of US20070094945A1 publication Critical patent/US20070094945A1/en
Assigned to WACHOVIA BANK, NATIONAL ASSOCIATION reassignment WACHOVIA BANK, NATIONAL ASSOCIATION SECURITY AGREEMENT Assignors: US GREENFIBER, LLC
Assigned to WACHOVIA BANK, NATIONAL ASSOCIATION reassignment WACHOVIA BANK, NATIONAL ASSOCIATION SECURITY AGREEMENT Assignors: US GREENFIBER, LLC
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/94Protection against other undesired influences or dangers against fire
    • E04B1/945Load-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

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 includes a tying structure connecting the fire resistance rated, area separation wall to the first unit and the second unit.

Description

    BACKGROUND OF THE INVENTION
  • (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.
  • SUMMARY OF THE INVENTION
  • 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.
  • BRIEF DESCRIPTION OF THE DRAWING
  • 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; and
  • 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
  • DESCRIPTION OF THE PREFERRED EMBODIMENTS
  • 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 in 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. 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 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. Instead, 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. In both embodiments, a bottom plate 36 is attached to the bottom edge of the interior 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 a tying structure 34 or by a top plate 37 overlaid with a second top plate 37 separated by an inch. Thus, there are two configurations. One is with a single top plate 37 and a tying structure 34 that joins the two walls (shown in FIG. 2) and the other is two separate top plates with a space between them (shown in FIG. 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)

1. A structure having a fire resistance rated, area separation wall, said structure comprising:
(a) a first building unit;
(b) a second building unit; and
(c) a two-hour fire resistance rated, area separation wall having only outer membranes.
2. The structure according to claim 1, further including a tying structure connecting said fire resistance rated, area separation wall to said first unit and said second unit.
3. The structure according to claim 2, wherein said tying structure includes a top plate attached to the top edge of said fire resistance rated, area separation wall and a bottom plate attached to the bottom edge of said fire resistance rated, area separation wall.
4. The structure according to claim 3, wherein said tying structure and said top plate forms a double top plate.
5. The structure according to claim 3, wherein said top plate and said bottom plate are less than about 10 feet apart.
6. The structure according to claim 1, wherein said first building unit is an occupiable space.
7. The structure according to claim 6, wherein said occupiable space is residential.
8. The structure according to claim 7, wherein said residential occupiable space is a town home.
9. The structure according to claim 1, wherein said second building unit is an occupiable space.
10. The structure according to claim 9, wherein said occupiable space is residential.
11. The structure according to claim 10, wherein said residential occupiable space is a town home.
12. A two-hour fire resistance rated, area separation wall for a structure, said area separation wall comprising:
(a) an interior support structure;
(b) only an outer membrane on each side of said interior support structure; and
(c) a substantially organic thermal insulation barrier between said outer membranes.
13. The area separation wall according to claim 12, wherein said interior support structure includes at least two structurally independent interior support members.
14. The area separation wall according to claim 13, wherein said structurally independent interior support members include a plurality of vertical members.
15. The area separation wall according to claim 14, wherein said plurality of vertical members are spaced apart.
16. The area separation wall according to claim 15, wherein said plurality of vertical members are spaced apart no more than about 16 inches.
17. The area separation wall according to claim 14, wherein said plurality of vertical members further include cross bracing at about the mid height of said plurality of vertical members.
18. The area separation wall according to claim 13, further including a physical gap between said structurally independent interior support members.
19. The area separation wall according to claim 12, wherein each of said outer membranes are fire resistant wallboard.
20. The area separation wall according to claim 19, wherein said fire resistant wallboard is a gypsum wallboard (GWB) Type X and Type C as defined in ASTM C11.
21. The area separation wall according to claim 20, wherein said gypsum wallboard conforms to ASTM Test C-36-96.
22. The area separation wall according to claim 12, wherein said substantially organic thermal insulation barrier is selected from the group consisting of fibrous material, granular material, pellet material, aggregated material, agglomerated material and mixtures thereof.
23. The area separation wall according to claim 12, wherein said substantially organic thermal insulation barrier is a natural material.
24. The area separation wall according to claim 23, wherein said natural material is cellulosic.
25. The area separation wall according to claim 12, wherein said substantially organic thermal insulation barrier is an acoustically non-conductive material.
26. A structure having a fire resistance rated, area separation wall, said structure comprising:
(a) a first building unit;
(b) a second building unit; and
(c) a two-hour fire resistance rated, area separation wall having only outer membranes, said area separation wall including: (i) an interior support structure; (ii) only an outer membrane on each side of said interior support structure; and (iii) a substantially organic thermal insulation barrier between said outer membranes; and
(d) a tying structure connecting said fire resistance rated, area separation wall to said first unit and said second unit.
27. The structure according to claim 26, wherein said tying structure includes a top plate attached to the top edge of said fire resistance rated, area separation wall and a bottom plate attached to the bottom edge of said fire resistance rated, area separation wall.
28. The structure according to claim 27, wherein said tying structure and said top plate forms a double top plate.
29. The structure according to claim 27, wherein said top plate and said bottom plate are less than about 10 feet apart.
30. The structure according to claim 26, wherein said first building unit is an occupiable space.
31. The structure according to claim 30, wherein said occupiable space is residential.
32. The structure according to claim 31, wherein said residential occupiable space is a town home.
33. The structure according to claim 26, wherein said second building unit is an occupiable space.
34. The structure according to claim 33, wherein said occupiable space is residential.
35. The structure according to claim 34, wherein said residential occupiable space is a town home.
36. The structure according to claim 26, wherein said interior support structure includes at least two structurally independent interior support members.
37. The structure according to claim 36, wherein said structurally independent interior support members include a plurality of vertical members.
38. The structure according to claim 37, wherein said plurality of vertical members are spaced apart.
39. The structure according to claim 38, wherein said plurality of vertical members are spaced apart no more than about 16 inches.
40. The structure according to claim 37, wherein said plurality of vertical members further include cross bracing at about the mid height of said plurality of vertical members.
41. The structure according to claim 39, further including a physical gap between said structurally independent interior support members.
42. The structure according to claim 26, wherein each of said outer membranes is a fire resistant wallboard.
43. The structure according to claim 42, wherein said fire resistant wallboard is a gypsum wallboard (GWB) Type X and Type C as defined in ASTM C11.
44. The structure according to claim 43, wherein said gypsum wallboard conforms to ASTM Test C-36-96.
45. The structure according to claim 26, wherein said substantially organic thermal insulation barrier is selected from the group consisting of fibrous material, granular material, pellet material, aggregated material, agglomerated material and mixtures thereof.
46. The structure according to claim 26, wherein said substantially organic thermal insulation barrier is a natural material.
47. The structure according to claim 46, wherein said natural material is cellulosic.
48. The structure according to claim 26, wherein said substantially organic thermal insulation barrier is an acoustically non-conductive material.
US10/786,466 2004-02-25 2004-02-25 Fire resistant construction Abandoned US20070094945A1 (en)

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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

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Citations (15)

* Cited by examiner, † Cited by third party
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

Patent Citations (15)

* Cited by examiner, † Cited by third party
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

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MXPA05002173A (en) 2005-09-30
CA2498158A1 (en) 2005-08-25

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