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Firefree Test & Assemblies

Tests / Assemblies

WOOD

UBC 26-2, Thermal Barrier

  • 7/16” Oriented Stand Board (OSB) exterior skin, polystyrene foam interior.
    • Report: WFC 99070

UBC 26-3 Room Corner Test

  • 5/8” CDX plywood
    • Report FM 4880
  • ½” AC Plywood
    • Report FM 4880
UBC 8-2, Room Corner Test – sand burner 50kw/m2 5 min, 160kw/m2 10 min
  • 5/8” Douglas fir; test resulted in no flame spread, smoke or room flashover.
    • University of California, Forest Products Laboratories @ Berkeley.
  • ½” Masonite board siding. 
    • University of California, Forest Products Laboratories @ Berkeley.
  • Cedar shingles.
    • University of California, Forest Products Laboratories @ Berkeley.
  • ¼” Mahogany paneling.
    • University of California, Forest Products Laboratories @ Berkeley.
  • 7/16” Oriented Strand Board siding.
    • University of California, Forest Products Laboratories @ Berkeley.
  • 7/16” Lap siding.
    • University of California, Forest Products Laboratories @ Berkeley.

UBC 7-2, Doors

  • 1 3/8” non-rated solid core door, ASTM E-119, 45 minutes at negative pressure.  
    • Warnock Hersey Report No.  WHI-495-1569
  • 5/16” mahogany plywood panel (5) in solid wood (1 ¾”) rails, 30 minutes at positive pressure. (Singapore)
    • SISIR Report No. 96003

FM 4975 Ceiling Test (Hydrocarbon)

  • 1x4 Douglas Fir T&G
    • Report No. FM 4975-3019443

ASTM E-84, Steiner Tunnel Test

  • 1x4” Douglas Fir T&G 
    • Report No. Omega 15810-111045
  • 7/16” Oriented Strand Board.
    • Report No. UL 14654

ASTM E 119, 1 Hr Wall System

  • 5/8” fire treated plywood each side of 6” metal studs.
    • WFC evaluation letter.  Meyer store # 222 project.
  • ¾” T & G wood veneer over 5/8 gypsum, over wall studs.
    • WFC evaluation letter.  Nordic Log Homes project.
  • (12.5mm) ½” T&G pine weatherboard at both sides of 90mm x 45mm (2”x4”) studs @ 450mm on center (16”o.c.).
    • CSIRO, Report No. FSV 0989 (Australia Standard (1530-4). 
  • ½” Exterior plywood shear wall over 2x6 studs @ 16” o.c.
    • WFC engineering letter. Plywood shear walls project. Seattle, WA.
  • 7/16” timberline hardboard siding on stud wall.
    • Report: WFC No. 01003
  • ½” Oriented Stand Board (OSB) over 3x6 wood studs @ 16”o.c. with one layer,  5/8” type-X sheetrock @ opposite interior wall.
    • WFC engineering letter. Student/Housing project

ASTM E 119, 1 Hr Ceiling System

  •  Exposed 2x6 T &G Pine with 3” Polyisocyanurate foam, 2x4 sleepers & ½” CDX Plywood sheathing.
    • Report: WFC No. 99079 T2.
  •  Exposed full dimensional 2x10 joists @ 16”o.c. with 1 3/4” wood sub-floor with 3 ½” fiberglass insulation @ joists.
    • WFC engineering letter. Mercy Gardens project.
  • Exposed full dimensional 2x10 joists @ 16”o.c. with exposed 1¾” wood sub-floor
  •  WFC evaluation letter. Structural engineering calculations: Ron Loar, P.E. 
    • Women’s Facility Center project.
  • 2x14 joists @ 16”o.c. with 2 layers. ¾” Plywood sub-floor with 3 ½” mineral wood insulation between joists with suspended sheetrock ceiling.
    • WFC engineering letter. 37 & 39 South 1st Street project, San Jose, CA.
  • 2x4 web trusses @ 24” o.c. with ¾” plywood roof sheathing with 3 ½” polyisocyanurate foam and roof membrane. 
    • WFC evaluation letter. Ruby’s Dinner project, Washington, DC.
      • Assorted glue lam beams; 2 ¼” mini-lams; 2x10 joists and 5/8” OSB floor sheathing.
        • Structural engineering calculations: Ron Loar, P.E.  Avignon Apts project.
  •  Roof system, glue lams.
    • Structural engineering calculations: Ron Loar, P.E. Abundant Life Church project, Mountain view, CA.

ASTM E 119, 2 Hr Ceiling System

  • Exposed 3x10 joists @ 16”o.c. with 4 ¾” wood layered sub-floor.
    • Report number WFC 00124 T1

ASTM E-1623, I-Cal

  • Medium cedar shakes. WFC 98054
  •  5/8” T-111 Douglas fir siding
  •  5/8” AC plywood
  •  ½” OSB
  • 1/4” mahogany paneling

GYPSUM BOARD

UBC 26-3 Room Corner Test

  • ½” Type-X Gypsum and ½” AC Plywood
    • Report No. WFC 04008

FM 4975 Ceiling Test

  • ½” Gypsum board
    • Report No. FM 4975


ASTM E-119, 1 Hr Wall System

  • ½” sheetrock 2x4 wood studs @ 16” o.c.
    • Report number WFC 00089 T1&T2 
  • ½” non-rated sheetrock over 1 ½” metal studs @ 16 oc. non-load bearing. Test performed at CSIRO, Australia
    • CSIRO Report No. FSV0989
  • 5/8” sheetrock 2x4 wood studs @ 16”o.c. (Gypsum lawsuit).
    • Report number WFC 99064 T1.
  • 5/8” gypsum board, 20, 40, 60 mils
    • Report No. WFC 99055 T1.T2.T3

ASTM E-119, 2 Hr Wall System
  • 1 layer 5/8” sheetrock non-load bearing on 2x4 wood studs @16”o.c. 
    • WFC evaluation letter.
  • 2 layers 5/8” sheetrock, loaded stud wall with 9 built in defects. 
    • Report: SIP No. 35.04.439 University of California, Forest Laboratory 

ASTM E-119, 1 Hr Ceiling System

  • 5/8” type-X sheetrock, single layer on 2x10 joists @ 16”o.c. with defective nailing, with 5/8” T &G Plywood sub-floor.
    • Report: WFC No. 99053 3.T1 
  • 5/8” single layer 5/8” type-X sheetrock on 2x10 joists @ 24”o.c. with defective nailing with 5/8” T &G Plywood sub-floor.
    • Report: WFC No. 99053 2.T3 
  • Single layer 5/8” type-X sheetrock over RC channel @ 24”o.c. with 2x8 joists @ 16”oc. with ¾” T&G Plywood sub-floor.
    •  Report: WFC No. 99067 T1.T2.T3.T4
  • Single layer 5/8” type-X sheetrock over RC channel @ 24”o.c. with 9 ½”-250 series TJI @ 19.2”oc.
    • Report: WHI-495-PSH-0245, Intertek Testing Services.
  • Single layer 5/8” type-X sheetrock on BCI 450 series. I joists @ 16”o.c. with defective nailing. 
    • Report: WFC No. 00019 T3

 

ASTM E-119, 2 Hr Ceiling System
  • Defective U.L assembly BXUV-G524 where ½” type-C was required & ½” non-rated was installed.
    • WFC evaluation letter. Sagamore Towers project, Quincy, MA
  • Single layer 5/8” type-X sheetrock with nominal 2x10 joists @ 16”o.c. with ¾” plywood sub-floor & ¾” gypcrete. 
    • WFC engineering letter. Residence Inn project.

ASTM E-1623, I-Cal

  • 5/8” sheetrock
  • WFC 98054

BSS-7239-88, Boeing Toxicity Test

  • ½’ sheetrock
  • Anderson Laboratories Report 497

LATH AND PLASTER

 
ASTM E 119, 1 Hr Wall System

  • 1” thick plaster attached to metal wall studs @ 16”o.c.
    • WFC engineering analysis; 666 Folsom Street project. San Francisco, CA.

  • ½” wood lath & plaster, 2x4 wood studs @ 16”o.c.
    •  Report number WFC 01084 (ran to failure; 93 minutes)

 

ASTM E 119, 1 Hr Ceiling System

  • 7/8” plaster over metal lath fastened to trusses @ 24”o.c. with R-30 insulation.
  • WFC evaluation letter. Woodland Church project.

FOAM/FOAM COMPOSITE PANELS

UBC 26-3, Room Corner Test

  • 6” semi-rigid, low density polyurethane foam.
    • Report No. RAD-3321 

ASTM E-84, Steiner Tunnel Test

  • 1 ½” fiberglass/foam PVC acoustic panels.
    • Report: (SW Laboratories) SWRI 01-6739-144a  
  • 2” rigid foam Co-Polymer.
    • Report No: OMEGA 16941-118444
  • 1.5” polyurethane modified polyisocyanurate foam
    • Report Number:  Dow 15824-124680 

 

UBC 26-2, Thermal Barrier Test

  • 24 gauge steel exterior skin polyurethane foam interior.
    • Report No: WFC 99063
  • ¼” Gypsum board skin, polyurethane foam 1/16” fiberglass skin.
    • Report No: WFC 01084.T3 
  • 7/16” Oriented Strand Board (OSB) exterior skin, polystyrene foam interior.
    • Report No: WFC 99070

ASTM E-662-97, Smoke Density Test

  • ¾” Polyurethane foam filters
    • Report: OMEGA 16288-108753


ASTM E-3675-98, Radiant Panel Test

  • ¾” Polyurethane foam filters 
    • Report: OMEGA 16288-108756

ASTM E-1623, I-Cal Tests

  • 2” Polyurethane foam with steel plate
    • Report: WFC 98054

ASTM E 119, Polyimide Foam

  • Wall panel test on SOLIMIDE TA-340 & HD-31 foam

CELLULOSE TILES

ASTM E-1623, I-Cal

  • ½” cellulose ceiling tiles

FM 4975 (Hydrocarbon)

  • ½” cellulose ceiling tiles

CONCRETE

ASTM E 84, Steiner Tunnel Test

  • ½” Cement board.
    • Omega 15810-110128

ASTM E 119, 2 Hr Ceiling System

  • 2 ¾” concrete slab-floors.
    • Report number WFC 01011

TIN CEILING

ASTM E 119, 1 Hr Ceiling System

  • Embossed tin attached to 1”x2” wood @ 4x10 joists @ 12”o.c. with 1½” wood flooring.
    • Report: 00050 T1

ASTM E 119, 2 Hr Ceiling System

  • Embossed Tin over 3/8” rock board attached to nominal 3x10 joists @ 16”o.c. with ¼” wood sub-floor with suspended T-Bar ceiling.
  • WFC engineering letter and Structural engineering calculations: Ron Loar, P.E. Westwood Church project.

METAL

ASTM E 119, 2 Hr Wall System

  • 10 gage metal plate
    • Report: WFC 99053

FIBERGLASS


ASTM E 84, Steiner Tunnel Test

  • 1 ½” Fiberglass/Foam PVC acoustic panels
    • Report: (SWRI 01-6739-144a

BSS-7239-88, Boeing Toxicity Test

  • ¼” Fiberglass
    • Report: OMEGA 15810-103929

ASTM E 1354-94, Cone Calorimeter

  • ¼” fiberglass panels
    • Report: OMEGA 15810-102686

ASTM E 662-97, Smoke Density Test

  • 1/8” fiberglass transit panels

ASTM E 3675-98, Radiant Panel Test

  • 1/8” fiberglass transit panels