NBSIR 73-169

Fire Endurance Test of a Wood Stud

Interdwelling Double Wall Construction

B. C. Son

Center for Building Technology

Institute for Applied Technology

National Bureau of Standards

Washington. D. C. 20234

April 1973

Final Report

Prepared for Office of Research and Technology

Department of Housing and Urban Development

Washington. D. C. 20410

NBSIR 73-169

FIRE ENDURANCE TEST OF A WOOD STUD

INTERDWELLING DOUBLE WALL CONSTRUCTION

B. C. Son

Center for Building Technology

Institute for Applied Technology

National Bureau of Standards

Washington, D. C. 20234

April 1973

Final Report

Prepared for Office of Research and Technology

Department of Housing and Urban Development

Washington, D. C. 20410

U. S. DEPARTMENT OF COMMERCE, Frederick B. Dent, Secretary

IMATIOIMAL BUREAU OF STANDARDS, Richard W. Roberts. Director

I'lKI', I'iNDIIKANCI'; Tl';;;'!' ok a wood S'I'III)

INTERDWELLING DOUliLl'! WALL CONSTRUCTION

by

B. C. Son

Building Fires and Safety Section

Center for Building Technology

ABSTRACT

As a part of the evaluation of a housing system proposed under

Operation BREAKTHROUGH, a standard fire endurance test was performed

on a double wall construction representing a non-load-bearing interdwelling wall for single family attached housing. The test was

conducted at the National Bureau of Standards and followed the

requirements of ASTM E 119, Fire Tests of Building Construction and

Materials.

The double wall, which formed an interdwelling separation between

two adjacent modules, was made up of two identical parallel walls

separated by a 1/2 inch air space. Each wall contained two layers

of fire-rated gypsum board attached to wood stud framing on the

dwelling room side.

Since the test assembly represented a non-bearing wall, no load

was applied during this test.

The failure of the first (fire exposed) wall occurred at 1 hr.

17 min. when a joint in the second layer of gypsum board opened to

allow passage of flame.

i
The second (unexposed) wall failed at 2 hr. 19 min. when the

temperature rise at one point on the unexposed surface exceeded the

maximum allowable.

Key Words : Fire endurance; fire test; flame-through failure of walls;

housing systems; interdwelling wall; Operation BREAKTHROUGH

ii
I'AIU.I'', Ol' CONTI'.NTS

Page

Abstract i

1. Introduction. 1

2. Construction 1

3. Test Method and Equipment 3

4.0 Test Evaluation 4

4.1 Test Results 5

5. Discussion 5

Table I 7

Appendix I 9

SI Conversion Units

iii

1. INTRODUCTION

A standard fire test was conducted at the National Bureau of Standards

to measure the fire endurance of a gypsum board and wood stud double wall

assembly. The work was sponsored by the Department of Housing and

Urban Development under its Operation BREAXTHROUGH program.

The fire exposure followed the requirements of Standard Methods of

Fire Tests of Building Construction and Materials, ASTM E 119^^^, as

applicable to non-bearing walls, with the exception that the hose stream

was omitted.

The double wall, which was required to be a fire barrier between

two adjacent modules, was made up of two identical walls parallel to

each other. Each consisted of two layers of gypsum board on one side

of wood studs. The construction of this specimen was representative of

the field construction.

The purpose of this fire test was to study the thermal fire behavior

of the assembly when one side of the assembly was subjected to the

temperature- time exposure of the standard fire endurance test.

Since the test assembly represented a non-bearing wall, no load was

applied to the assembly during this test.

2. CONSTRUCTION

The assembly consisted of two identical 16 f t. x 8 ft. walls parallel

to each other. Each wall was made up of two identical 6 ft. wide panels

— Standard Methods of Fire Tests of Building Construction and Materials

American Society for Testing and Materials,

available at 1916 Race Street, Philadelphia, Pa. 19103.

1
separated by a 3 ft. 4-1/2 in. wide infill panel. All panels were

8 ft. high. Each panel had two layers of 1/2 in. Type X gypsum board

attached to one side of 2 by 3 in . (nominal) wood studs as an interior

face. No exterior siding was provided. The 2 by 3 in. (nominal)

standard grade wood studs were on 16 inch centers, and framed with a

single 2 by 3 in. (nominal) utility grade member at the top and bottom

as a plate and sill respectively. The base layer of gypsum board was

applied with 1-1/2 in. bright ring-shank nails on 12 in. centers. The

face layer of gypsum board was glued to the base layer with construction

adhesive and secured with 7d cement coated box nails on 24 in. centers.

Joints of base and face layer of gypsum boards were staggered.

The wall panels, with their exterior sides facing, were set 1/2 in.

apart. Strips of 1/2 in. Type X gypsum board were placed in the air

space between the two walls at the top plate, the sill, the two end studs,

and the two panel joints between the infill panel and module walls.

The strips of gypsum board were attached to the fire side wall on the

wood frame with 1-1/2 in. bright ring-shank nails on 1/2 in. centers.

Two types of panel joints were used in order to test the two different

joint closures used in field construction. One was regular 1/2 in.

thick gypsum board over a 2 by 4 in. (nominal) wood batten, the other,

wood archway trim over the batten.

The ends of the panel were built in accordance with actual construction procedures. The details of the joints and end construction are

shown in Figure 1

.

2
3. TEST MElllOl) AND EQUIPMENT

The instrumentation consisted of thermocouples and deflection

indicators. A total of 15 Chrome 1-Alumel (type K) thermocouples were

used: 4 thermocouples were placed internally in the air space, and 11

thermocouples were placed on the unexposed surface. The unexposed

surface thermocouples were covered with 6 x 6 x 0.4 in. thick standard

asbestos pads. See Figure 2 for the thermocouple locations. The unexposed surface of the specimen and the thermocouple connections at the

beginning of the test are shown in Figure 3. The temperatures measured

by the thermocouples were printed out at one minute intervals on a data

logger, from which they were transferred to magnetic tape for processing

and plotting by computer.

A stationary lateral deflection wire was strung horizontally at the

center height of the specimen at 3-1/4 in. from the surface. The distance

from the wire to the surface of the specimen was measured at the center

and at the two quarter points of the panel periodically during the test

with a ruled gage.

The double wall assembly was mounted in a 10 by 16 ft frame of

the wall test furnace at the Fire Research Section, National Bureau of

Standards. Since the 8 ft height of the specimen was less than the 10

ft high opening of the test frame, a filler piece was placed at the top

of the specimen, as shown in Figure 3. The filler piece was made up of

2 x 12 (nominal) pine wood and protected on the fire side with two layers

of 5/8 in. Type X gypsum board and sprayed fire protective vermiculite

plaster on metal lath, and on the unexposed side with a single layer of

3
in. '('v|M> X j'.ypsiiiii lio.ird. The I I11(>r p i t'ce w;i,s cxpccled to have

sill I iciciil I lie I'luhi r.iiicc ami rl).'i(llly diirlnj^ I lu.- Li-Ht.

The temperature inside the furnace was measured by 12 chromel-alumel

thermocouples enclosed in sealed 1/2 in. diameter wrought iron pipes placed

6 in. from the exposed face of the specimen. The furnace temperature

was controlled to follow the standard ASTM E 119 temperature-time curve

by manual adjustment of the gas flow to the burners. The actual furnace

time-temperature curve is shown in Figure 4,

The pressure measurement within the furnace was made with a disk

type probe connected to a pressure difference meter. The probe consisted

of 1/8 in. inside diameter stainless steel tubing attached to the edges

of a 1-1/8 in. diameter flat metal disk having rounded edges and connected

to a small hole in the center of the disk. The disk was positioned so

that the hole was normal to the upward flow of furnace gases. During

the test the furnace neutral pressure point was maintained at one-third

height of the specimen above the bottom of the specimen.

• 4. TEST EVALUATION

The fire endurance according to ASTM E 119 of a non-load bearing

wall construction is the time required to reach the first occurring of

the criteria of failure, which are as follows:

a. Passage of flame or gases through the structure to the unexposed

surface hot enough to ignite cotton waste.

b. A temperature rise of 250°F (139°C) average, or 325°F (181°C)

at one point above its initial temperature on the unexposed

surface.

4
4.1 TEST RESULTS

A complete log of test observations is given in Table I. For convenience in reporting the results, the parts of the test specimen will

be identified according to their position on the north-south test furnace

axis. The average temperature rise of the unexposed surface and the

maximum temperature rise during the test are shown in Figure 5. The

air space temperatures compared with the furnace temperatures and the

unexposed surface temperature are shown in Figure 6.

The failure of the first (fire exposed) wall occurred at 1 hr 17 min

when flame penetrated through a gypsum joint opening in the base layer

of gypsum board of the fire wall in the middle of the north end panel.

The overall fire endurance of the assembly was 2 hr 19 min with

failure by an excessive temperature rise (over 181°C) at a single point

on the unexposed surface of the second (unexposed) wall of the north end

panel.

The lateral deflection along the mid-height of the unexposed surface

was barely perceptible during the first hour of the test. After one hour

the unexposed surface started slowly to bow out, reaching a maximum of

3/4 in. at the end of the test.

Figure 7 shows the exposed side of the assembly after it was removed

from the furnace. All of the first wall has collapsed and most of the wood

studs of the second wall have burned away. Note also long cracks on the

gypsum boards.

5. DISCUSSION

Since the construction was symmetrical, the fire endurance would

be expected to be the same if the other side of the assembly had been
exposed to the fire.

Although failure did not occur at any of the panel joints during the

test, the joint behind the wood trim would have failed before the joint

behind the gypsum board, if the test had been continued. The batten

behind the wood trim began to fall at 57 min, while the one behind the

gypsum board was found intact at 1 hr 31 min. (See the Log of Test

Observations in the Table I).

The construction glue used between gypsum boards in this assembly

effectively held the layers of gypsum board together for the duration of

the test. However, this might hot have been the case if the assembly

had been loaded, and was required to withstand the stresses of a bearing

structure as well as those resulting from the application of heat.

It is evident that collapse of one wall may immediately endanger

the integrity of the facing wall. Also, flame penetration of the first

(fire exposed) wall may initiate the spread of fire to adjacent modules

through the common air space, unless the gypsum board strips placed as

buffers between the modules can act effectively as a fire stop.

6
'rAELJi I LOG OF TEST OBSERVATIONS

Observation

Start of test.

Wood trim over the archway ignited.

Paper on the exposed gypsum board burning.

Wood trim is still burning. Gypsum board on the exposed

face is blistering.

Slight smoke observed at top of the unexposed side of

the specimen.

The 2x3 module joint protection behind the archway trim

is exposed to fire and burning.

Some flaming noted at the edge of gypsum board covering

over the panel joirit in the furnace.

A vertical joint in the gypsum board at the center infill

panel has started to open.

The vertical gypsum board joint in the north panel has

opened about 1/2 inch.

Joint compound on the gypsum joint in the south panel is

falling out.

Flame observed at the gypsum joint opening on the north

end panel

.

The wood member for module joint protection behind the

trim piece is bowed out about 1/2 inch. Cracking

sounds noted from the inside of the wall indicating that some wood members are burning.

The module joint behind the wood trim is beginning to

fall away.

The face layer of gypsum board on the north end panel on

the exposed side is bowing out.

Cracking and popping sound from the inside of the panel

is becoming more severe.
TABLE I CONTINUED

Time

Hr :Min: Sec

1:15:00

1:17:00

1:31:00

1:40:00

1:50:00

1:58:00

2:00:00

2:15:00

2:18:00

2:19:00

2:22:00

Observation

The joint in the face layer of gypsum board on the exposed

side in the north end panel has opened more than 1 inch.

The second layer of gypsum board is visible.

First wall failed. The gypsum joint on the second layer

of gypsum board on the exposed side in the north panel is

opening up.

The gypsum board covering over a panel joint is falling

away.

The face layer of the gypsum board near the gypsum joint

on the north end panel of the specimen is starting to fall

off.

About 40 percent of the face layer of gypsum board on north

end panel has fallen off.

The second layer of gypsum board on the exposed panel

starting to fall in.

Smoke and steam coming out of the edges of the panel on

the unexposed side.

Wood studs on the second wall are burning at the north

panel.

Flame through at edge of the panel on north side at furnace

frame on the unexposed side, not at a panel joint.

Temperature failure on single point on north end panel.

End of Test.

Gas off.

8
Append

I

SI Convaroicn Units

In view of prereni- : cconted practice in t:his country In thin

technological areaj common US units of measurement have been used throughout this paper. In recognition of the position of the United States as

a signatory to the General Conference on Weights and MertSureirie/nts V7hich

gave official status to the luetric SI system of units in 196C. vje assist

readers interested in making use of the coherent sj'stem of SI units by

giving conversion factors applicable to US units used in this paper.

Length

1 in = 0.0254 meter

1 ft = 0.3048 meter

Mass

1 lb = 0.45 kilogram

Stress

2

1 psf = 47.88 newton/meter

2

1 psi ~ 0.332 newton/meter

1 plf = 13.49 newton/meter

Temperature

Temperature in "F - 9/5 (temperature in *C) -J- 32*F

9

UJ

00

"1

J

X

»-o

CM CVJ CM

fO

UJz<

Q.

UJz<

JIL

-E3-

TCM

f3--

ro

CM

-E3--

CO

0) I—I DOuoE

!-i (U 4=

4-1

M-lO

COOO

0)UD

&0 3O I V 1

CO

11

1 100_

1000_

900.

800_

700^

600«

500_

400.

300_

200_

100_

m rverage: furnace temperrture

- STRNDflRO El 19

[]

0 fi 5o 45 60 ^5^ So 1^&5 l¥o 1^5 I bo

TIMEIMINUTE)

Figure 4.

AVERAGE FURNACE TEMPERATURE FOR TEST 504 COMPARED WITH STANDARD El 19 CURVE.

13
400_

p SUR . TEMP

A nnx. SUR. TEMP

350_

300.

- 250„

TUMEirilNUTEl

Figure 5.

MAX. AND AVE, TEMPERATURE RISE ON ' THE UNEXPOSED SURFACE TEST 504

14
1 100

o nvE. FUR. TEnr

.

A AVE. PLENnUn TEflP.

TlMEirilNUTE)

Figure 6.

AVE. AIR SPACE TEMPERATURE COMPARED WITH FURNACE TEMPERATURE AND UNEXPOSED

SURFACE TEMPERATURE 15

FORM NBS-114A (I-7I) U.S. DEPT. OF COMM. BIBLIOGRAPHIC DATA

SHEET

1. iniBLICiATION OR KKPORT NO. NRSTR 7^-^M

2. Gov't Accession No.

3. Recipient's Accession No.

4. TITLE AND SUBTLrLL

Fire Endurance Test of a Wood Stud Interdwelling Double

Wall Construction

5. Publication Date

6. Performing Organization Code

7. AUTHOR(S)

Byung Chan Son

8. Performing Organization

NBSIR 73-169

9. PERFORMING ORGANIZATION NAME AND ADDRESS

NATIONAL BUREAU OF STANDARDS

DEPARTMENT OF COMMERCE

WASHINGTON, D.C. 20234

10. Project/Task/Work Unit No. 4600433

11. Contract/Grant No.

IAA-H-16-70

12. Sponsoring Organization Name and Address

Department of Housing and Urban Development

Washington, D.C. 20410

13. Type of Report & Period Covered

Final

14, Sponsoring Agency Code

15. SUPPLEMENTARY NOTES

16. ABSTRACT (A 200-word or less factual summary of most significant information. If document includes a significant

bibliography or literature survey, mention it here.)

As a part of the evaluation of a housing system proposed under Operation BREAKTHROUGH

a standard fire endurance test was performed on a double wall construction representing a non-load-bearing interdwelling wall for single family attached housing. The

test was conducted at the National Bureau of Standards and followed the requirements

of ASTM E 119, Fire Tests of Building Construction and Materials.

The double wall which represented an interdwelling separation between two adjacent

modules, was made up of two identical parallel walls separated by a 1/2 inch air

space. Each wall contained two layers of fire-rated gypsum board attached to wood

stud framing on the dwelling room side.

Since the test assembly represented a non-bearing wall, no load was applied during

this test.

The failure of the first (fire exposed) wall occurred at 1 hour:17 minutes when a joint in the second layer of gypsum board opened to allow passage of flame.

The second (unexposed) wall failed at 2 hr. 19 min. when the temperature rise at one point on the exposed surface exceeded the maximum allowable.

. KEY WORDS (Alphabetical order, separated by semicolons) Fire endurance; fire test; f lame-through

failure of walls; housing systems; interdwelling wall; Operation BREAKTHROUGH

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(THIS REPORT)

E UNLIMITED.

UNCL ASSIFIED

i ! FOR OFFICIAL DISTRIBUTION. DO NOT RELEASE 20. SECURITY CLASS 22. Price TO NTIS. (THIS PAGE)

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