Sound Insulation of

Wall and Floor Constructions

United States Department of Commerce

National Bureau of Standards

Building Materials and Structures Report 144
BUILDING MATERIALS AND STRUCTURES REPORTS

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BMS1 Research on Building Materials and Structures for Use in Low-Cost Housing * BMS2 Methods of Determining the Structural Properties of Low-Cost House Constructions. 15#

BMS3 Suitability of Fiber Insulating Lath as a Plaster Base * BMS4 Accelerated Aging of Fiber Building Boards 10#

BMS5 Structural Properties of Six Masonry Wall Constructions 25#

BMS6 Survey of Roofing Materials in the Southeastern States * BMS7 Water Permeability of Masonry Walls * BMS8 Methods of Investigation of Surface Treatment for Corrosion Protection of Steel 15#

BMS9 Structural Properties of the Insulated Steel Construction Co.’s “Frameless-Steel” Constructions for Walls, Partitions, Floors, and Roofs 10#

BMS10 Structural Properties of One of the “Keystone Beam Steel Floor” Constructions Sponsored by the H. H. Robertson Co 10#

BMS11 Structural Properties of the Curren Fabrihome Corporation’s “Fabrihome” Constructions for Walls and Partitions 10#

BMS12 Structural Properties of “Steelox” Constructions for Walls, Partitions, Floors and,

Roofs, Sponsored by Steel Buildings, Inc 15(6 BMS13 Properties of Some Fiber Building Boards of Current Manufacture * BMS14 Indentation and Recovery of Low-Cost Floor Coverings 10#

BMS15 Structural Properties of “Wheeling Long-Span Steel Floor” Construction Sponsored

by the Wheeling Corrugating Co 10#

BMS16 Structural Properties of a “Tilecrete” Floor Construction Sponsored by Tilecrete

Floors, Inc 10#

BMS18 Structural Properties of “Pre-fab” Construction for Walls, Partitions, and Floors Sponsored by the Harnischfeger Corporation 10#

BMS19 Preparation and Revision of Building Codes t BMS20 Structural Properties of “Twachtman” Constructions for Walls and Floors Sponsored

by Connecticut Pre-Cast Buildiugs Corporation 10#

BMS21 Structural Properties of a Concrete-Block Cavity-Wall Construction Sponsored by the National Concrete Masonry Association 15#

BMS22 Structural Properties of “Dun-Ti-Stone” Wall Construction Sponsored by the W. E. Dunn Manufacturing Co * BMS23 Structural Properties of a Brick Cavity-Wall Construction Sponsored by the Brick

Manufacturers Association of New York, Inc * BMS24 Structural Properties of a Reinforced-Brick Wall Construction and a Brick-Tile CavityWall Construction Sponsored by the Structural Clay Products Institute * BMS25 Structural Properties of Conventional Wood-Frame Constructions for Walls, Partitions,

Floors, and Roofs 25#

BMS26 Structural Properties of “Nelson Pre-Cast Concrete Foundation” Wall Construction

Sponsored by the Nelson Cement Stone Co., Inc 10#

BMS27 Structural Properties of “Bender Steel Home” Wall Construction Sponsored by the Bender Body Co 10#

BMS28 Backflow Prevention in Over-Rim Water Supplies * BMS29 Survey of Roofing Materials in the Northeastern States * BMS30 Structural Properties of a Wood-Frame Wall Construction Sponsored by the Douglas

Fir Plywood Association * BMS31 Structural Properties of “Insulite” Wall and “Insulite” Partition Constructions

Sponsored by The Insulite Co *

•Out of print. tSuperseded by BMS116.

[List continued on cover page in]
LNITED STA1 ES DEPARTMENT OF COMMERCE • Sinclair Weeks, Secretary NATIONAL BUREAU OF STANDARDS • A, V. Astin, Director

Sound Insulation of

Wall and Floor Constructions

Prepared by the Staff of the Sound Section

Building Materials and Structures Report 144

Issued February 25, 1955

(Supersedes BMS17 and its Supplements 1 and 2)

For sale by the Superintendent of Documents, U. S. Government Printing Office, Washington 25, D. C. Price 40 cent*

Contents

Page

1. Introduction 1 2. Location of building 1 3. Location of rooms within a building 2

4. Factors that control the transmission of sound through walls and

floors 2

5. Homogeneous walls 2

6. Nonhomogeneous walls 3

6.1. Lath and plaster walls 3

6.2. Masonry walls and floors 3

7. Impact noises and methods of isolating them 4

8. Effect of openings and methods of computing results 5

9. Masking effect 7

10. Maximum tolerable noise levels 8

11. Details of measurement of sound-transmission loss 8

12. Numbering of panels 9

13. References 9

LIST OF TABLES

1. Sound-transmission loss—doors 11

2. Sound- transmission loss—walls 11 Single layers of materials 11 Fiberboard partition 11 Fluted steel panels 11 Corrugated asbestos board on wood studs 13

Corrugated asbestos board and terra cotta 13

Wood fiberboards 13

Concrete and cinder blocks 15

Hollow tile 15

Glass brick 15

Hollow clay tile 15

Hollow gypsum tile 19

Brick 21

Studless plaster 21

Expanded-metal lath core 21

Single gypsum lath core 23

Gypsum wallboard _ _ 23

Double gypsum lath core _ . 25

Solid plaster with steel studs 27

Wood studs 29

Plj^wood 29

Wood lath and expanded-metal lath -- 29

Fiberboard 31

Wood lath 33

iii
Contents—Continued

list of tablescontinued

2. Sound-transmission loss—walls—Continued Page

Expanded-metal lath i 33

Gypsum board and lath __ 35

Special nails 39

Stiff clips _ _ _ _ _ 39

Spring clips _ _ 39

Steel studs 45

Gypsum lath, spring clips .. 45

Gypsum lath, wire-ties 47

Glass-fiber board and expanded-metal lath 49

Expanded-metal lath _ 49

3. Sound-transmission loss—floors __ 53

Steel joists __ ... . _ 53

Steel section.. .. __ 53

Wood joists __ 53

Concrete slabs . . 61 Combination tile and concrete 63

Flat arch 65

14. Numerical index of test panels 66

iv
Sound Insulation of Wall and Floor Structures

Prepared by the Staff of the Sound Section*

The data obtained at the National Bureau of Standards on the sound transmission of door. wall, and floor constructions are summarized. The results in Report BMS17 (1939; and its two Supplements (1940 and 1947) are included, together with later results up to March

1954. The general principles of sound insulation are discussed, and the factors governing the

transmission of airborne and impact sound in structures are examined. The importance of choosing suitably quiet locations for buildings is stressed, and the best use of the quieter rooms

of a building is urged. The merits of suspended ceilings, floating floors, staggered studs, and

other types of sound-insulating construction are discussed. A brief description of the measuring technique is given.

1. Introduction

In the design and construction of office build-

; ings. apartment buildings, and row houses, as well

' as detached singlefamily houses, attention has to

: be given to sound insulation in party walls,

partition walls, and exterior walls. Prevention of

, the transmission of speech sounds originating

within the building is necessary for privacy. Outside noises have greatly increased during the past

few years in many localities because of heavier

I- vehicular traffic, including busses and trucks. In

addition, more electrical and mechanical equipment is being used, which increases the amount of

noise produced within the building. There is a continuing need for good sound insulation in

structures. Lightweight construction has been used to an

i increasing extent in recent years. The measurements given in this Report show that, generally

speaking, more sound is transmitted through

lightweight structures. By careful design in such

cases, however, good sound insulation can be

achieved, although it is more difficult to obtain

than in the case of a heavier (e.g., masonry)

, construction.

To aid in obtaining the necessary data for the

design of structures that would have a satisfactory

degree of sound insulation, the National Bureau

of Standards in 1922 constructed equipment by

means of which measurements could be made of

the sound insulation of different types of constructions. A large number of different types of

partitions and floor structures have been tested. These tests have been made on constructions

"The original edition of Report BMS17, published in 1939 and the first Supplement, published in 1940, were prepared by V. L. Chrisler. The second

Supplement, published in 1947, was prepared by A. London. The present

Report was prepared mainly by S. Edelman and R. V. Waterhouse, and by

H. J. Leinbach, Jr., who undertook the tedious task of checking earlier data

and assembling the tabulated material.

ranging from heavy masonry to glass and thin

fiberboards. on customary types of wall and floor structures, and on modifications of the customary

types. A large portion of this work has been made

possible by the cooperation of manufacturers of building materials [1 to 6]. *• 2 This report contains

the results of measurements of all constructiontested that are likely to be of interest in any type

of building.

The problem of sound insulation is a very dif- ficult one, as there are many unknown factors.

It is often difficult to predict whether or not a partition will be a good sound insulator, and it is generally impossible to predict the numerical

value of the transmission loss with any degree of certainty. As a result of the sound-transmission

measurements that have been made, it is possible

to make a more intelligent estimate than heretofore. There still remain, however, many elements

of uncertainty. Before presenting the numerical

results of the measurements of various con-mictions, the general principles of securing quiet

buildings will be discussed.

2. Location of Building

When planning a building in which it i- desirct to keep the noise level as low as possible, one ot the

first things that should be considered is location

The requirements of some buildings, such as ho—

pitals, sclioolhouses, courthouses, etc . arc such

that they should not be located on streets where

the noise level is high unless extra precautions ar< taken' to insulate the building against external

noise. If it becomes necessary to locate such a building on a noisy street, either t hi' windows

should be eliminated and artificial illumination

1 Figures in brackets indicate the literature references at the on : > paper.

2 These publications are out of print but may tv a\ a '. »H for .ore: o -

in the leading public, scientific, educational, and C., v n-r.i , . - . libraries.
provided or double windows should be used and

precautions taken to eliminate any leakage of sound around the windows. In either case, mechanical ventilation must be specified.

Where a building is located close to railway lines,

subways, elevated railways, or streets where heavy

trucks are passing, it is frequently necessary to use special precautions to prevent vibrations being

transmitted through the foundation into the structure. This is an important problem [7], but no

attempt will be made to discuss it in this report.

3. Location of Rooms Within a Building

Many of the more difficult problems of sound

insulation can be avoided if care is taken as to the

location of rooms within a building. For instance,

in some Government buildings there are one or two courtrooms or hearing rooms where a low noise

level is desired and a large number of other rooms

used for purposes where the noise level is relatively

high, for example, rooms in which typewriters and

other office equipment are to be used. Frequently, a building of this type has an interior court. Under these conditions, it might be possible to locate the courtroom, hearing rooms, and

private offices areound the interior court. In the

past many buildings have been designed so that rooms facing on a court were the least desirable.

From the standpoint of sound insulation, however,

these rooms should be the most desirable, as it is generally possible to have the noise level in these rooms much lower than in rooms facing on the

street. It must be emphasized, however, that one room located on such an interior court may destroy

the quiet of all other rooms located on the court if this room is a source of noise. Similar considerations apply to the location of rooms within dwellings, and the architect can often

make a house more comfortable by suitable location of sleeping quarters, for example, with respect

to the prevalent sources of noise.

A type of noise that is very disturbing and often

difficult to eliminate is that from machinery. Fre- quently the mistake is made of locating machinery on some of the upper floors and then locating a room directly below in which a low noise level is desired. It is true that it is generally possible to place such machinery on specially designed machine bases that will eliminate most of the noise

in the room below. However, if the locations of

the two rooms were reversed the problem would

be much simpler.

4. Factors That Control the Transmission of Sound Through Walls and

Floors

Noise may be transmitted by the following- means :

1.

As airborne sound through openings, such as open windows or doors, cracks around doors,

2

windows, water pipes, conduits, or the ducts o ventilating systems, etc. | 2. By vibration of the structure.

3. As airborne sound through wall structured

The method of preventing the transmission oj sound by the first means is quite evident, but noj

always easy to carry out. However, cracks cat be reduced to a minimum, and where a high de

gree of sound insulation is desired, windows should

1 he eliminated wherever possible. Ventilating

ducts present a serious problem, but by inserting a properly designed acoustic filter in the duct' most of the noise can be eliminated.

Prevention of sound transmission by the second means should be taken into consideration whef

the building is designed. Some materials do no

transmit vibration as readily as others, and thi difference in the materials can sometimes b

used to advantage. One of the most common

methods is the use of a nonliomogeneous structure or when possible, the complete separation of th

two parts of the structure. This problem i discussed further in section

idere

t

.

The airborne sound transmission through wall|

is more easily studied in the laboratory than soun< transmission by the other methods. To under

stand this action, let us consider some of th

factors that control the transmission of souu

through a panel. Let us consider how sounf

passes through a sheet of window glass. Th/

sound energy is transmitted to one side of th

glass by air. The impact of the successive somp1 waves upon the glass causes it to be set in motiof

like a diaphragm, and because of this motion

energy is transmitted to the air on the opposit

side. The amount of energy transmitted throug]

the glass depends upon the amplitude of vibratioi of the glass. This in turn depends primarily upo]

four things—the initial energy striking the gl ass' the mass of the glass, the stiffness of the glass, anc the method by which the edges of the glass ar held, especially as it affects the damping of th

motions of the glass. When the sound consist

primarily of a single frequency there is a possibility

that the diaphragm may be in resonance with thi frequency. In this case a very large part of th

sound energy may be transmitted. Normally

the resonance frequency of any part of a buildinj

is much lower than the frequencies of ordinary

sounds, and hence this condition is not gen

ex*ally of importance.

5.

Homogeneous Walls

From work that has been done in the labora

tory on homogeneous walls of various types, i has been determined that the weight of the wal

per unit area is the most important factor in de

termining its sound insulation. Of secondai-y im

portance are the nature of the material and thi manner in which it is fastened at the edges. Thert

side

cate

:«

ill
i | is a rather popular misconception that fiberboard

< and sheet lead have special properties as sound

f insulators. Actually, if only the sound insulating

; / properties of the materials by themselves are conj sidered. a sheet of steel is a slightly better sound

insulator than a sheet of lead or fiberboard of the same weight per square foot because of the greater

[stiffness of the steel, but the difference is not

usually great enough to be of practical value. In

! small panels the manner of clamping the edges

; is of importance, but for a large panel, the manner

!

j in which the edges are held makes but little dif- ference in its value as a sound insulator.

However, attention should be called to the fact

! that the sound-insulation factor (transmission loss

in decibels) for homogeneous walls is not directly

proportional to the weight per unit area, but in- creases less rapidly than this factor, actually being

proportional to the logarithm of the weight per

unit area. This means that a high degree of

sound insulation cannot be obtained in a homo-

| geneous wall unless the wall is made exceedingly

:

j heavy.

6. Nonhomogeneous Walls

It is found that the insulating value of a wall of given weight can be increased considerably if the

wall is broken up into two or more layers. The

surface on which the sound strikes is set in vibraJ tion. but the energy from this surface has to be

transferred to the next layer and then to the other

side. By a proper combination of materials this

I energy transfer may be made quite small, and the

smaller this transfer, the better the wall is as a sound insulator. When a wall is thus broken up

into layers, the problem becomes more compli-

[i cated. and it is more difficult to predict what the

j transmission loss will be.

? 6.1. Lath and Plaster Walls

:j A wood-stud partition, with either wood, metal,

1 or gypsum lath, is an example of a construction

i for which it is difficult to predict the transmission

( loss. Many factors affect the sound insulation of

! such a structure. With walls of ordinary stud

;| construction we have two plaster diaphragms

, which are on opposite sides of the partition and

; have common supports, where they are attached

to the studs. Sound energy can then be transferred by two different paths from one side of the

I partition to the other. The energy of vibration

of the plaster on one side can be transferred either

to the studs and then across to the plaster on the

other side by solid conduction, or it can be trans1 ferred to the air between the two plaster surfaces

and then from the air to the second plaster surface.

By experiment, it has been shown, for usual plaster

construction on wood studs, that most of the

energy is transferred through the studs and only

a very small proportion through the air. Keeping this in mind, we may draw a general conclusion. The stiffer the stud, which is the common

support for the two surfaces, the smaller the

amplitude of vibration, hence, the better the

sound insulation.

Another way to reduce sound transmission is to reduce the coupling between the wall covering and

the stud. When gypsum lath was first introduced

the usual method of attaching it to the studs was

by nailing. This gave a rigid attachment to the

studs, which was undesirable from the standpoint

of sound insulation. An improvement occurs if the

gypsum lath is attached to the studs with a spring

clip, which allows some relative movement between the lath and the stud. Other methods of accomplishing the same result have been tried, for

example, using a large-headed nail driven between

the pieces of gypsum lath instead of through them.

Neither the nail nor the clip forms a rigid fastening

between the gypsum lath and stud. Hence, a wall

constructed in this manner proved to be a better

sound insulator than one with the gypsum lath

nailed in the usual manner. As in ordinary wood-stud construction, most of the sound is transmitted through the stud,

attempts have been made to improve such a partition by using separate studding for the two sides. This staggered-stud construction always shows some improvement over a single stud, but not as much as one might expect, because considerable

energy is transmitted through the common connections at the ceiling and floor. There is a rather general misconception that the

sound-insulation value of an ordinary plaster wall can be greatly increased by using some kind of

filling material between the studs. Although such

a filler is usually advantageous as a heat insulator,

the same cannot be said of it as a sound insulator.

In many cases the empty air space is acoustically

the better construction. For lighter partitions a

filler may be of advantage, but even here much

depends upon its nature and properties. If the

filler packs down so that it becomes rather solid,

it will act as a tie between the two surfaces and

frequently do more harm than good. If it is a material that is fairly elastic, so that it stays in contact with the surface layer of the partition and

exerts some pressure, and if it has considerable

internal friction, it may materially damp the

vibration of the partition surface and thus improve

the sound insulation of the partition.

6.2. Masonry Walls and Floors

For heavy building construction, such as loadbearing walls, a double wall will increase the sound

insulation, but the fillers that have been tried seem

to be of little value. However, with a masonry

wall satisfactory sound insulation can be obtained

ixr other ways, which often give better results than

a double wall. In most cases it is customary to apply the plaster

directly to the masonry. In this case, the wall

becomes a solid unit, and its weight is the most

important factor. If only 3- or 4-in. tiles are used.
there is not. sufficient weight to give satisfactory

sound insulation in most cases. The problem then

is one of attaching the plaster surfaces to the

masonry core so as to secure as much sound

insulation as possible.

To find the effect of keeping the plaster surface

as independent of the masonry as possible, wood

furring strips were tied to a 4-in. tile wall with

wires that had been embedded in the mortar joints.

Waterproofed paper was nailed to these furring

strips, and metal lath and plaster were then applied

(fig. 1). The object of using paper was to prevent

the plaster from pushing through the metal lath

and bonding to the masonry core. It was found

that this type of wall was slightly better than an

8-in. brick wall, although it weighed approximately

only one-third as much. The method of attaching

the furring strips is of minor importance. There

are several patented methods of attaching furring

strips, but it is believed that for this type of wall

construction there is little difference in the soundinsulation values of these systems as long as the

plaster surface is held away from the masonry, not

making direct contact at any point.

It was also found that the sound insulation of a masonry floor could be greatly improved by using

a floating flooring and a suspended ceiling (fig. 2). The method of attaching the nailing strips is probably of secondary importance, as in the case

of furring strips attached to masonry walls. For

the suspended ceiling, rigid hangers should not be

used. Any flexible supports, such as springs or

wires, which do not give a rigid connection, should

he satisfactory.

FURRING STRIPS '2L

4' CLAY TILE '

to the limitation in size of test models. For , measuring the impact noise transmission loss of ! constructions, special machines are used to produce j a standard impact noise. The one used at the

Bureau is shown in figure 3. It consists of a set ; of five rods, which are raised in succession by a

| set of cams. One rod is allowed to fall every

sixth of a second. On a wood floor it is quite

noisy—so much so that it is rather difficult to hold

a conversation in the room. With a floor built of wood joists there is some reduction of the noise

transmitted through the floor panel, but the

transmitted noise is still decidedly annoying.

Some contractors build a floating floor by laying i a rough flooring upon the joists, upon this a layer

of fiberboard, and upon the fiberboard a finish

floor, which is nailed through the fiberboard to the

rough floor. This form of construction was

tested by the impact machine to determine

whether such a structure was better, but it was , found that the same percentage of sound energy was transmitted (within experimental error) as ; without the layer of fiberboard.

In another experiment a rough subflooring was , laid, upon which was placed the fiberboard. On ' the fiberboard were laid nailing strips to which the I finish floor was nailed. It is believed that the

method of fastening these nailing strips is not of

great importance. The strips can be nailed every

3 or 4 ft or held in position by various arrangements of straps. This same result can be ac- complished by the use of springs or small metal

chairs containing felt. For airborne noises such 1 structures are quite satisfactory. Under usual I conditions, a conversation carried on inf an i ordinary tone of voice is not audible through them.

For impact noises, however, such structures are rather disappointing. They are slightly better | than the usual wood structure, but footsteps can

be easily heard through them.

Figure 1 . Masonry wall with furred-out plaster.

jC

finished floor

Figure 2. Floating floor and suspended ceiling.

7. Impact Noises and Methods of

Isolating Them

Noises caused by impact, such as walking or the moving of furniture, or by a direct transfer of vibration from machines and musical instruments,

such as pianos, radios, etc., are more difficult to insulate than airborne noise. These noises are

also more difficult to study in the laboratory due

I

Figure 3. ^Machine for producing impact sounds. 4
The next attempt to improve such structures

consisted of separating the ceiling and floor joists.

This gave about the same result as the single set of joists and floating floor, although not quite as

satisfactory. A floating floor was then added.

This combination gave the best results that were

obtained with wood joists.

Another tvpe of floor which was studied was

masonry. When impacts were applied directly

to the masonry floor, the noise in the room below was practically as loud as in the room where the

machine was located. A floating floor was then

built, resulting in decided improvement. Finally,

a suspended ceiling was added and this gave the

best result (fig. 2). For impact noises this construction was not as good as for airborne noises, but it was a decided

improvement over masonrv slab. The noise from

the impact machine was distinctly audible, but

not loud enough to be very noticeable if two

people were talking in the room. The results in

this case were more satisfactory than for wood

joists.

In the foregoing discussion only the difference

between the noise levels in the rooms above and

below the floor panel has been considered. By

changing the floor covering, the noise level in both rooms may be greatly reduced, although the air- borne sound-transmission loss may not be changed

much.

For noises that originate from impacts on the

floor, the floor covering acts somewhat in the

nature of a shock absorber. Hence, the softer and more yielding the floor covering, the less the

amount of energy transferred to the floor to be

radiated as noise. For instance, the noise produced by walking on a floor covered with rubber

or cork tiles is somewhat less than that produced

when walking on bare concrete, and that produced

when walking on a heavy carpet is very much

less.The amount of noise generated also depends

upon the type of object that strikes the floor. As

two extremes, let us consider the leather heel of

a shoe with an iron clip on the bottom versus a rubber heel. The impact of these two kinds of

heels on a concrete floor will produce a noise level having a difference of several decibels. If the

floor covering consists of rubber or cork tiles, the

difference in the noise levels produced by these

two types of heels is smaller. If we use a still softer material for a floor covering, such as a heavy

carpet, the difference in the noise levels produced

by the two types of heels becomes negligible.

Considerable sound energy may be transmitted

through the legs of a piano or radio into the floor. This can be partly eliminated by putting the legs

of the piano or radio in caster cups and then

putting rubber between the caster cups and the

floor. Vibrations from machinery that are carried into a building structure and cause noise

throughout the building may be largely eliminated

in a somewhat similar manner. In this case a

resilient mounting, having a considerable amount

of internal damping, is placed between the machine and the building structure.

8. Effect of Openings and Methods of

Computing Results

In the foregoing discussion, the fact that all rooms have either doors or windows or both has

been ignored. A window or a door in a partition

will frequently transmit more sound than the rest of the partition, although sealed around the edges

so that it is airtight; hence, it may be useless to do anything to the partition to improve its sound

insulation as long as the door or window remains

in the partition.

To bring out this point, it will be necessary to discuss rather briefly how to compute the total sound transmitted through a wall composed of

several elements having different coefficients of

transmission and the manner in which these re- sults are usually expressed.

First, let us consider the usual manner of ex- pressing values of sound insulation and why they

are expressed in that way. In most cases, we are

interested in the effect of sound upon the human

ear; therefore, an attempt has been made to ex- press the results so that they are approximately

proportional to what the ear hears. It has been

found that the ear does not respond in proportion

to the energ}r of the sound. As the energy of a sound increases steadily, the sensation of loudness

fails to keep pace with it. There appears to be

in the ear a regulating or protective mechanism,

which, like the well-known mechanism of the eye, protects the organ against excessive stimulation.

Experiment shows that the loudness sensation is approximately proportional to the logarithm of

the sound energy, that is, energies proportional to

10, 100, and 1,000 would produce in the ear effects proportional to 1,2, and 3, respectively.

A slight modification of this logarithmic scale has come into general use to measure sound energy

and the amount of noise reduction. It is called the decibel scale. This scale merely multiplies

the numbers of the logarithmic scale by 10. The

unit of this scale, the decibel, is a rather convenient unit as it is approximately the smallest change

in energy that the average ear can detect. For

this reason this unit has frequently been called a sensation unit.

The decibel scale is suitable for measuring ratios

of sound intensity. To measure absolute noise

levels the zero value is assigned to a definite level,

i. e., a level of 20 decibels corresponds to an

energy 100 times that corresponding to the zero

value.

To understand a little more clearly what is meant by different sound energies in decibels, and

how much this energy may be reduced by a structure, figure 4 should be referred to. This l as been made up from the results of various noise

measurements and gives an approximate idea of

the value of different noise levels in decibels.

313775—55 2 O
- 160 Near Jet engine.

. 130 Threshold of painful sounds; limit of ear's endurance.

120 Threshold of feeling (varies

with frequency). 18 feet from airplane propeller.

110

Express train passing at high

speed

100 Loud automobile horn 23* away.

90

80 New York subway.

Motor trucks 15* to 50* away.

70 Stenographic room.

60 Average busy street.

Noisy office or department store.

50 Moderate restaurant clatter.

Average office

40

Soft radio music in apartment. Average residence.

30

20 Average whisper 4' away.

10 Rustle of leaves in gentle

breeze.

0 Threshold of Audibility*

Figure 4. Decibel scale of sound intensities

.

It can be shown [7] that if Ex is the energy level of the noise outside of a room and E2 the energy

level in the room,

El /E2 —A/(TiSi JrT2S2 J

t-T3Sz). ( 1 )

where $4 is the total absorption in the room, s1; s2) S3 , etc., are the areas of the various portions of the | walls, such as walls, windows, etc., and n, t2 , t3 , \ are their respective coefficients of sound trans- mission or acoustic transmittivity, that is, the

fraction of the incident sound energy that is trans- mitted through the panel. The value of 10 log10 l 1 /r is called the transmission loss in decibels. The

denominator (tiSi + t2s2 +. . .) is termed the total transmittance and will be represented by T. Equation ( 1 ) can be rewritten

EiIE2 —AIT. ( 2 )

i The noise-reduction factor in decibels, which is

1 the difference between the noise level outside a room and the noise level in the room, is equal to

10 (log-ioE

1!—log10£'

2) = 10 log! El /E2 =10 logjo A/T.

(3) | To illustrate the use of these formulas and show

the detrimental effect of doors and windows, let us consider the case of a brick masonry building

containing a single room. The walls are of 8 -in. brick and the roof a 6 -in. rcinforced-concrete I slab. The total absorption in the room, which

has been acoustically treated, is assumed to be

400 units. It is assumed also that the foundations and floor are built in such a manner that the

amount of sound that enters the room through

the floor is negligible. Assuming usual values

for the transmission losses through the various

parts, we may tabulate the separate items as follows:

TransMaterial Areas, s mission T r S

j loss

i

ft 2 db

1

1 8-in. brick walls, plus plaster__ _ 6-in. concrete roof slab, 1,200 54 0. 0000040 0.0048

plus plaster 600 50 . 000010 .0060 1 Windows. 150 28 .0016 .24 1 Door 21 35 . 00032 .0067

Total transmittance, i 0. 2575

Noise-reduction factor (in decibels) = 10 logio (.4/ 70 = 10 logio

i

(400/0.285) =31.9 db.

From column five in the above table it may be

noted that the windows admit many times the

amount of sound admitted by all of the wall and

ceiling structures, and that the door admits more

noise than either the walls or ceiling.

If one window is open so that there is 1 ft2 of open window, the transmission loss through an

opening like this is zero, hence r=l and rs = l. In other words, an opening of 1 ft2 would transmit

four times the sound energy that is transmitted | by the entire structure with closed windows.

Range of

speech as usually heard in conversatior

6
The noise reduction factor with the partly opened

windows is diminished to 25.0 db.

Frequently, the question arises as to how such a computation would be made in the case of an apartment room where one side is exposed to street noise with adjoining rooms on two sides, and the

fourth side adjacent to a corridor.

Let us assume the case of a rectangular room, the

width of which facing on the street is 10 ft, the

length 12 ft, and the height 9 ft. Also, let us assmne that the outer wall is of brick 13 in. thick,

with one window 3 ft by 5 ft, and that the interior

walls are 4-in. clay tile plastered on both sides,

having one door 3 ft by 7 ft, entering from the

corridor. Assume the street noise to be 80 db,

the peak noises caused by loud talking and laughter

in the room on one side to be 75 db, the peak noise

in the other room to be 60 db, and in the corridor,

60 db. We shall neglect all sound coming through

the floor or ceiling. The total absorption by carpet, draperies, furniture, etc., will be considered

as 70 units. The absorption is computed as outlined in reference [5], If the noise-reduction factor for each wall is computed as before, the following is obtained:

EXTERIOR WALLS

Material Areas, s Transmission

loss - tS

13-in. brick wall, plus plaster on one side. . _ _ __

ft2

75

15

db

57

28

0. 0000020

. 0016 0.00015 Window. . . _ .0240

Total transmittance, T, equals.. 0. 0242

Noise-reduction factor (in decibels) = 10 logic (A/T) = 10 logio(70/ 0.0242) =34.6 db.

WALL BETWEEN' ROOMS

Material Areas, s Transmission

loss T TS

4-in. clay tile wall, plus

plaster on both sides - .

Total transmittance,

T, equals

ft2

108

db

44.0 0. 000040 0. 00432

0. 0043

N'oise-reduetion factor (in decibels) = 10 logio(70/0.0043) =42.1 db.

WALL BETWEEN' ROOM AND CORRIDOR

Material Areas, s Transmission

loss - TS

4-in. clay tile wall, plus

plaster on both sides Door .... . _ .

ft2

69

21

db

44.0

35.0

0. 000040

.00032

0. 0028

.0067 Total transmittance, T, equals 0. 0095

Noise-reduction factor (in decibels) = 10 logio(70/0.0095)=38.7 db.

The noise in the room caused by street noise

only would be 80.0—34.6=45.4 db. That from

the noisiest room would be 75—42.1=32.9 db.

That from the quietest room, 60—42.1 =17.9 db.

And that from the corridor, 60 —38.7 =21.3 db.

The approximate peak noise level can be obtained as follows:

Antilogi0 (45.4/10) = 34,700

Antilogio(32.9/10) = 1,950

Antilogio(17.9/10)= 60

Antilogio(21.3/10)= 140

36,850

10 logio 36,850 = 45.7 db.

In other words, the street noise, because of the

poor insulation of the window, is the predominating noise, but it may not be the most annoying

one, as the intermittent noise resulting from loud

talking and laughing may be more disturbing

than a steady noise. Furthermore, with a level of 32.9 db it should be possible to understand a

large portion of any conversation carried on in

the adjoining room. The values given for transmission losses are approximate for doors and windows, and are used merely to illustrate the fact that with a door

or window in a wall it may be impractical to attempt to make the .rest of the wall a good sound

insulator, inasmuch as a small opening, such as a crack under a door, will greatly reduce the sound

insulation. The same is true of ducts or any other

opening that may connect two rooms. In eq (3) the total absorption comes in the

numerator, hence the noise level can be reduced

by increasing the total absorption in the room. General^, however, this reduction is not large,

being of the order of about 5 db for a treated room.

This means that the introduction of absorbent

material to reduce the noise level caused by noises

originating outside of the room is of little value,

because a much greater reduction can generally

be obtained at less cost by increasing the sound

insulation of the boundaries of the room. This

does not mean that sound-absorbent materials are

of no value, for they are necessary to keep down

the noise level resulting from noises originating

in the room. Absorbent material prevents corri- dors from acting as speaking tubes and trans- mitting sound from one room to another when the

doors are open. Other illustrations could be

given of the value of sound absorption, but the

fact should be emphasized that sound absorption

cannot take the place of sound insulation.

9. Masking Effect

There remains one other important question,

namely, what should be the transmission loss of a

partition to give satisfactory results?

It has often been stated that a certain type of

partition built in one place has been very satis- factory, yet the same type of partition used in
another place is not satisfactory. It is believed

that in these cases the conditions of local noise

are entirely different, hence the apparent failure

in one case. Whether a partition is satisfactory

or not depends on what is heard through it. What

one hears through a partition depends upon the

amount of general noise in the locality as well as upon the noise level in the adjacent room and the

transmission loss of the partition.

For example, in the country or in a place where

the general noise level is very low, it might be

possible to hear almost everything that occurs in an adjoining room, but if this same building were

in a downtown district where the noise level is high, comparatively little would be heard from

the adjoining room. In other words, there is a masking effect because of the presence of other

noises, and this should be taken into consideration. This masking ‘effect is much the same as if the listener were partly deaf, as his threshold of hearing is slightly raised

.

In what is considered a quiet room this masking

may raise the threshold of hearing as much as 5 or

10 db, and in an ordinary business office as much

as 10 or 20 db. In a noisy shop or factory this

masking effect is considerably greater.

10. Maximum Tolerable Noise Levels

A more practical way to choose a type of partition is to consider the tolerable noise level in a room. From a knowledge of this and the noise

level existing on the other side of the partition, the

partition required to reduce the noise to the

desired level can be chosen. [7, p. 241]

There is little information regarding tolerable

noise levels, but Knudsen and Harris [7, p. 221]

make the following recommendations:

Recommended acceptable average noise levels

in unoccupied rooms 1

Radio, recording, and television studios- db 25 to 30 Music rooms _ 30 to 35

Legitimate theaters 30 to 35

Hospitals- 35 to 40 Motion picture theaters, auditoriums-- 35 to 40 Churches 35 to 40 Apartments, hotels, homes 35 to 45

Classrooms, lecture rooms __ 35 to 40 Conference rooms, small offices-- 40 to 45 Court rooms 40 to 45

Private offices _ - 40 to 45

Libraries 40 to 45 Large public offices, banks, stores, etc_ 45 to 55 Restaurants - 50 to 55

1 The levels given in this table are weighted, that is, they are the levels measured with a standard sound-level meter incorporating a 4C-db frequency- weighting network.

Attention is called to the fact that the above

levels are seldom found in practice.

11. Details of Measurement of SoundTransmission Loss

Figure 5 shows the test rooms in which were

obtained the results given in this report. S is the source room, measuring 12 by 9% by 9 % ft; its foundation and walls are separate from those of the rest of the building. The rooms are built of reinforced concrete, the walls being 6 in. to 10 in. thick. R2 is a receiving room, measuring 16 by

12 by 8% ft, and the wall panels tested are placed

in the opening between rooms S and R2 . The

openings in the two rooms are of different sizes,

that in the source room being 72 by 90 in., and

that in the receiving room R2 , 60 by 78 in. The

adjacent walls of rooms S and R2 are separated

hv an airspace of 3 in. The measurements on floors were made with the

floor panels placed in the opening between source room S and receiving room Rx

. This opening measures 72 by 90 in., and the dimensions of room

Ri are 13 by 12% by 10 ft. The sound source in room S usually consisted

of several loudspeakers mounted on all sides of a wooden cabinet. The cabinet was situated near

the middle of the room and was rotated. The

sound signals consisted of warble tones, the bandwidths used being generally about ±20 percent

at 128 and 192 cps and ±10 percent at the higher

frequencies.

To measure the sound levels, various techniques have been used, generally with several

microphones in each room. Currently, six microphones are used in each room, randomly spaced.

Rooms S, I?i, and R2 are quite reverberant, the

wall surface being bare concrete. Further details of the measuring techniques

are given in [4, 8]. For panels 234 to 236, 309, 310, 435, 436, 612,

and 613, the sound-transmission loss is given at fre- quencies of 125, 175, 250, 350, 500, 700, 1 ,000, 2,000,

and 4,000 cps. The change to these new round- !

Figure 5. Vertical section of NBS sound-transmission

rooms.
number frequencies from the older frequencies

based on powers of 2 was made in order to simplify

the measuring technique. Because most building

constructions do not show sharp resonance peaks

in the sound-transmission loss, it is believed that

the results obtained at the new frequencies are not significantly different from those that would

have been obtained at the old frequencies!

The sound-transmission loss figures in this publication are rounded off to integral numbers

of decibels. Where the averages given in earlier publications differ from the averages obtained

from these rounded-off figures, the former are used.

12. Numbering of Panels

For panels numbered below 224 and (in their

respective classes) below 304, 420, 510, 602, and

709, the weight is given for the complete panel,

including the outer frame. However, beginning

with the panel numbers given above, the weight

is given for the panel alone, without the frame.

Inmost cases, this refinement causes no significant

change.

The dimensions given for thicknesses of plaster

are nominal, having been set by strips of wood

along the edge of the panel or in the center of the panel. The plaster thicknesses given include

the finish, or white, coat; all panels with plaster

shown in this publication were finished in this

way, with the exception of panel 604, which had

no white coat. In metal lath panels, the thick- ness of the plaster given includes the thickness of

the metal lath. Certain dimensions of wood studs, (e. g., 2 by 4 inch studs), joists, and furring strips are nominal,

the actual dimensions being some %" less than the

nominal dimensions.

The results for panels 25, 26, 60 to 182, 201 to 223. 301 to 303, 401 to 419, 501 to 509, 601, and

701 to 708 were published in BMS 17 and its supplements. The results for panels 224 to 235,

304 to 312, 420 to 437, 510 to 528, 602 to 608,

709, 710, and 801 to 805 have not been previously

published.

For panels tested after 1940, a new system of panel numbering was used. Under the new

system, each panel is numbered in one of the

following groups:

WALLS

Panel Description

1 to 182

201 to 299

301 to 399.

_

401 to 499.-.

501 to 599_-

601 to 699_

Panels tested before 1 940. Wood studs or steel studs. Brick. Cinder and concrete block. Clay tile. Glass brick. Gypsum

tile. Terra cotta. Clips and special nails. Solid plaster with studs. Stud less plaster partitions. Doers. Single layers of material. Wood fiber blocks.

FLOORS

1 to 182 Panels tested before 1940. Wood joists or steel joists. Concrete slab. Concrete and tile combinations. Flat arch concrete. Miscellaneous floors.

701 to 799--. 801 to 899--

901 to 999.--

13. References

[1] E. A. Eckhardt and V. L. Chrisler, Transmission and

absorption of sound bv some building materials. BS

Sci. Pap. 21 , 37 (1926; S.526.

[2] V. I.. Chrisler, Transmission of sound through building

materials, BS Sci. Pap. 22, 227 (1927-28 i S552.

[3] V. L. Chrisler and W. F. Snyder, Transmission of sound

through wall and floor structures, BS J. Research 2. 541 (1929) RP48.

[4] V. L. Chrisler, and W. F. Snyder, Recent sound trans- mission measurements at the National Bureau of Standards, J. Research XBS 14 , 749 (1935) RP800.

[5] P. R. Heyl and V. I.. Chrisler, Architectural acoustics,

NBS Circular 418 (1938).

[6] E. Buckingham, Theory and interpretation of experi- ments on the transmission of sound through partition

walls, BS Sci. Pap. 20, 193 (1925) S506.

[7] Vern O. Knudsen and Cyril M. Harri>. Acoustical de- signing in architecture (John Wiley A- Sons Inc.. New York, N. Y., 1950).

[8] Leo L. Beranek, Acoustic measurements, p 870 SS7 (John Wiley & Sons, Inc., New York. X Y . 1949
Panel 181. Panel 182. Panel 612.

Panel 613.

Heavy wooden door, approximately 2% in. thick; special hardware; rubber gasket around sides and top; drop felt at bottom of door. Approximately the same as panel 181. Wooden door 2% in. thick; 8 by 7 ft, with double-frame construction, frames insulated from each other with hair

felt; 8- by 7-ft surface of the door formed of %-in. hardwood panels; door hung in split frame with felt insert, mounted in 12-in. brick wall. Two tubular gaskets gave a double seal around both sides and at top of door, with two drop felts at bottom of door. Same as panel 612, but with edges of door plastered to frame on both sides.

PANEL 605

Panel 605. Panel 93.

,

Panel 94. Panel 95. Panel 96. Panel 98. Panel 101. Panel 102. Panel 103. Panel 106. Panel 110. Panel 111.

Panel 601.

Panel 606. Panel 607.

Single sheet of 2-in. glass fiberboard. Single sheet of 0.025-in. aluminum.

Single sheet of 0.03-in. galvanized iron. Single sheet of %-in. three-ply plywood.

Single sheet of %-in. three-ply plywood.

Single sheet of %-in. wood fiberboard. Single sheet of heavy wrapping paper. Single sheet of %%-in. double-strength glass. Single sheet of 14-in. plate glass. Single sheet of /e-in. cane fiberboard. Single sheet of %s-in. lead. Single sheet of %6-in. lead.

PANEL 601

Yia-in. fiberboard; on each side %-in. fiberboard strips j in. wide, spaced 21% in. on centers and staggered 10%

in. on centers, O.Sf-in. fiberboard surfaces; entire unit glued together; panel thickness 1 % in.

Fluted sheet of 18-gauge steel stiffened at edges by 2- by Jf-in. wood strips; joints sealed. 1%-in. mineral wool; on one side a fluted 18-gauge steel sheet; on the other side a flat 18-gauge steel sheet; panel

stiffened by a 2- by 8-in. wood beam set horizontally across the center of the flat steel sheet, but not fastened to

it; joints caulked.
Table 1 . Sound-transmission loss—books

Transmission loss (in decibels) at frequencies (cycles per second) Panel Weight Test Year of number Average, number test 128 192 256 384 512 768 1,024 2,048 4,096 128 to

4,096

1S1 23 26 26 28 29 30 26 33 33 28 Mi2 1937

182 30 30 30 29 24 25 26 37 36 30 1 2. 5 1 939

» 612 20 33 33 32 36 34 34 41 40 35 6. 8 F62 1 954

* 613 32 38 38 35 39 38 42 49 53 40 F62 1954

Table 2. Sound-transmission loss—walls

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

128 192 256 384 512 768 1,024 2,048 4,096 Average,

128 to

4,096

Weight Test number

Year of test

SINGLE LAYERS OF MATERIAL

Ib/ft 2 605 27 25 23 25 27 29 34 39 41 30 5. 3 F47 1950

b 93 18 13 18 23 c 25 d 16 0. 35 1928

b 94 25 20 29 35 o 32 d 25 1. 2 1928

b 95 19 18 22 27 « 26 d 20 . 52 1928

b 96 21 21 26 26 c 22 d 22 . 73 1928

b 98 22 20 24 21 « 27 d 22 . 75 1928

b 101 1 2 2 3

c 4d 2 . 016 1928

b 102 26 27 31 33 « 29 d 28 1. 6 1928

b 103 33 31 34 34 « 32 d 32 3. 5 1928

b 106 22 17 23 27 c 25 d 21 . 66 1928

b 110 31 27 38 44 c 33 d 32 8. 2 1928

b 111 32 33 32 32 ° 32 d 32 3. 9 1928

FIBERBOARD PARTITION

601 21 24 22 22 25 31 35 43 47 30 3. 8 F17 1944

FLUTED STEEL PANELS

* Results obtained for frequencies of 125, 175, 250, 350, 500, 700, 1,000, 2,000, and 4,000 cps (averages obtained for 125 to 4,000 cp> . 6 Panel size 40 by 21 in

.

' Results obtained at 3,100 cps instead of 4,096 cps.

d Averages obtained for 256, 512, and 1,024 cps.
Panel 232 . Panel 233 .

Panel 306.

Panel 146. Panel 147A. Panel 147B.

Panel 602. Panel 603.

Panel 604.

Corrugated asbestos board bolted to a 2- by 8-in. stiffening beam set horizontally across the center of the panel:

braced at top and bottom by asphalt strips: joints sealed. Same as panel 232, except that the corrugated asbestos board was backed by a l

3/i$-in. uncorrugated board, composed of t %6 in. of organic material covered on both sides by %-in. asbestos fiberboard. Joints closed by 1- by

1-in. furring, and all joints sealed.

PANEL 306

Corrugated asbestos board bolted onto a 2- by 8-in. stiffening beam set horizontally across the center of the panel:

asbestos board backed directly by a 3-in. terra cotta wall; openings and joints filled.

3-in. wood fiberboard laid in sanded gypsum plaster mortar; on each side }': in. of sanded gypsum plaster. 3-in. wood fiberboard laid in sanded gypsum plaster mortar; when the mortar had set. 1-in. wood fiberboard was

nailed to the one surface; on each side in. of sanded gypsum plaster. Same as panel 147A, except that sisal-kraft paper was placed between the 1-in. wood fiberboard and the 3-in. wood fiberboard, thus preventing any mortar penetrating through the joints of the 1-in. ivood fiberboard and

bonding it to the 3-in. wood fiberboard.

2-

by 24- by 48-in. wood fiberboards; on each side % in. of sanded gypsum plaster. 5- by 24~ by 48-in. wood fiberboards; on each side % in. of sanded gypsum plaster.

PANEL 604

3-

by 22Y2 - by 85-in. ivood fiberboards containing a vertical wax-paper vapor seal in the center; on each side % in. of sanded gypsum plaster.

12
Table 2. Sound-transmission loss—walls—Continued

T ransmission loss (in decibels) at frequencies (cycles per second)

Weight ; Year of

teat Panel number

128 192 256 384 512 768 1,024 2,048 Average,

4,096 128 to

4,096 CORRUGATED ASBESTOS BOARD ON WOOD STUDS

Wt 2 232 33 29 31 34 33 33 33 42 39 34 7. 0 F52 1951

233 40 36 33 38 40 43 46 45 ; 42 40 10. 4 F52 1951

CORRUGATED ASBESTOS BOARD AND TERRA COTTA

146 26 32 32 32 33 35 32 38 53 35 1934

147 A 33 33 36 36 38 44 45 47 63 42 23. 5 1 1934 147B 32 40 40 44 46 50 51 52 70 47 . 1934

602 31 33 25 31 31 29 32 41 42 33 16. 0 F36 1947 603 26 34 33 36 34 35 38 42 49 36 2S. 0 F36 1947

604 32 33 30 33 35 35 36 42 52 36 20. 9 F4 1 1949

313T75—55 3
PANEL 139 & 144 PANEL 145

Panel 308. 12-in. wall made of hollow 8- by 8- by 12-in. and 8- by 4- by 16-in. concrete blocks. Panel 139. 4- by 8- by 18-in. hollow cinder blocks; on each side % in. of sanded gypsum plaster. Panel 144. 4- by 8- by 16-in. hollow cinder blocks; on each side % in. of sanded gypsum plaster. Panel 145. 3- by 8- by 16-in. hollow cinder blocks; on each side % in. of sanded gypsum plaster. wzzzz ’zzz2jy^/‘///nvz

J/ <

V',

PANEL I73A

Panel 173 A. 4

- by 8- by 16-in. porous, two-cell hollow tile made of pumice and p'ortland cement; on each side in. of sanded gypsum plaster. Panel 173B. Same as panel 173A, but plastered on one side only.

Panel 173C. Same as panel 173A, but not plastered. ( The poor sound-insulating properties of this panel were caused by the large number of pores extending through the walls of the tiles.) Panel 311. 12-in. porous hollow tile made of pumice and portland cement. Panel 312. Same as panel 311, except for in. of sanded gypsum plaster on one side.

Panel 155. Partition of 3%- by 4Z&- by 8-in. glass bricks.

PANEL 60

Panel 60. by 12- by 12-in. and 8- by 12- by 12-in. hollow clay tile; end construction; on each side Y&in. of sanded gypsum

plaster.

7 V i l-.k PANEL 61

Panel 61 . 3%- by 5- by 12-in. and 8- by 3- by 12-in. load-bearing hollow clay tile; side construction; on each side % in. of sanded gypsum plaster.

14
Table 2. Sound-transmission loss—walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

128 192 256 384 512 768 1,024 2,048 4,096 Average,

128 to 4,096

Weight Test number

CONCRETE AND CINDER BLOCKS

MP

30S 47 49 43 43 46 50 53 54 56 49 79 F52 1952

139 30 30 38 48 53 59 '39 29. 7 1931

144 36 37 37 41 44 47 51 55 62 46 35. 8 1932

145 34 36 36 40 42 45 51 57 64 45 32. 2 1932

HOLLOW TILE

173A 32 32 34 34 36 36 39 42 52 37 25. 3 1939

173B 31 27 27 36 35 33 36 40 47 35 20. 4 1939 173C 8 8 5 7 9 12 14 18 17 11 15. 5 1939

311 13 17 16 20 22 19 20 25 30 20 38. 7 1939 312 34 41 40 40 43 44 45 50 59 44 43. 2 1939

GLASS BRICK

155 30 36 35 39 40 45 49 49 43 41 1936

HOLLOW CLAY TILE

' Results obtained at 3,100 eps Instead of 4,096 cps.

( Averages obtained for 256, 512, and 1,024 cps.

15
Panel 62. Panel 63. Panel 64. Panel 65.

Panel 66. Panel 140. Panel 141. Panel 142. Panel 68. Panel 69. Panel 303.

Panel 302.

Panel 71. Panel 72. Panel 73. Panel 74.

izz2zzz2zz£

PANEL 62 PANEL 63

Jfw

PANELS 64&65

8- by 12- by 12-in. six-cell load-bearing hollow clay tile; on each side %-in. of sanded gypsum plaster. 6- by 12- by 12-in. six-cell load-bearing hollow clay tile; on each side % in. of sanded gypsum plaster. 6- by 12- by 12-in. medium-burned, three-cell hollow clay tile; on each side % in. of sanded gypsum plaster. 6- by 12- by 12-in. soft three-cell hollow clay tile; on each side % in. of sanded gypsum plaster.

panels 66,140,141, 142 PANELS 68 & 69

4- by 12- by 12-in. three-cell hollow clay tile; on each side % in. of sanded gypsum plaster. 4- by 12- by 12-in. porous hollow clay tile; on each side % in. of sanded gypsum plaster. 4- by 12- by 12-in. hollow clay column-covering tile with 1-in. shells; on each side % in. of sanded gypsum plaster. 4- by 12- by 12-in. hollow clay tile; on each side % in. of sanded gypsum plaster. 3- by 12- by 12-in. three-cell hollow clay tile; on each side

5

8 in. of sanded gypsum, plaster. Built as nearly like panel 68 as possible. , 4- by 12- by 12-in. holloiv clay tile with 1- in. shells (similar to panels 11,1 and 142); on each side % in. of gypsum

vermiculite plaster.

3-in. hollow clay tile laid in Portland cement; % in. of sprayed fibrous acoustic material on one side; on each

outer surface % in. of sanded gypsum plaster ( see also results for panel 301, page 19.)

PANEL 71 PANEL 72 ' PANELS 73 & 74

4- by 12- by 12-in. three-cell hollow clay tile; on each side 1 %-in. furring strips 12 in. on centers, tar paper, ex- panded-melal lath, and % in. of sanded gypsum plaster. 4- by 12- by 12-in. three-cell hollow clay tile; on each side %-in. flax felt pads 12 in. on centers, %-in. furring

strips placed over the felt pads, tar paper, expanded-meial lath, and % in. of sanded gypsum plaster. 4- by 12- by 12-in. three-cell hollow clay tile; on each side 1 %-in. furring strips 12 in. on centers, dense wood fiber- board, and % in. of sanded gypsum plaster. 4- by 12- by 12-in. three-cell hollow clay tile; on each side l3/%-in. wood furring strips 16 in. on centers, %-in. wood

fiberboard, and %-in. of sanded gypsum plaster.

16
Table 2 . Sound-lru nsmisston Ions—walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

12S 192 256 364 , 512 768 1,024 2,048 4,096 Average,

128 to 4,096

Weight Test number

Year of

test

HOLLOW CLAY TILE—Continued

6263

6465

44 44

39 42

41 37

41 42

49

4745

44

66 41 140 31 31

141 30 35

142 33 33 68 41 69 42

303 29 34 38 35

40 _ _ _ _ 42

36 47

44 52 42 46

36 43

41 44

36 36 39

302 38 34 29 34 38 44

71

72

73

74 > 56

56

56

55

52

53

52

53

52

53

57

61

' Results obtained at 3,100 eps instead of 4,096 cps.

; Averages obtained for 256, 512, and 1,024 cps.

i Results obtained at 165 and 3,100 cps instead of 192 and 4,096 eps.

58

5452

50

5050

56

49

515048

o/

58

60

69

61

/*//< h 53 ! 46 48. 0 1926

h 55 1 42 39. 0 1927

11 53 1 41 37. 0 1927

> 46 1 42 37. 0 1927

i, 47 1 41 29. 0 1927 58 1 38 27. 5. 1931

65 i 44 37. 5 1931

62 1 40 33. 4 1931

h 51 ‘ 40 28. 0 1927

b 50 1 42 28. 0 1927

51 38 25. 2 1941

63 41 29. 6 1941

‘ 64 ‘ 55 34. 0 1927

i 70 ‘ 54 34. 0 1927

> 70 i 55 28. 0 1927

i 62 * 55 34. 0 1928

17
Panel 75.

Panel 304. Panel 161. Panel 309. Panel 305. Panel 301.

Panel 310.

Panel 138.

Panel 75

Double partition of 3- by 12- by 12-in. hollow clay tile spaced 7% in. between sides; 1-in. flax fiberboard butted

tight was placed in the space between the tile.

3-in. hollow gypsum blocks cemented together with 3/s-in. mortar joints; on each side }£ in. of sanded gypsum

plaster. 3- by 12- by 30-in. gypsum tile; on each side in. of sanded gypsum plaster. Same as panel 30j. Same as panel 304, except 4-in. gypsum blocks were used.

3-in. gypsum tile laid in Portland cement; % in. of sprayed fibrous acoustic material on one side; % in. of sanded gypsum plaster on each outer surface (see drawing of panel 301, and also of panel 302, page 16.)

PANEL 310

3- by 12- by 30-in. hollow gypsum blocks; on one side }i-in. sanded gypsum plaster; on the other side, a slotted channel system held }i-in gypsum lath covered by % in. of sanded gypsum plaster.

PANEL 138

3- by 12- by 30-in. gypsum tile; on one side in. of sanded gypsum plaster; on the other side, spring clips held expanded-metal lath which held % in. of sanded gypsum plaster.

18
Table 2. Sound-transmission loss—walls—Continued

Panel number

Transmission loss (in decibels) at frequencies (cycles per second)

Weight Test number

Year of

test 12S 192 256 384 512 768 1,024 2,048 4,096 Average,

128 to 4,096

HOLLOW CLAY TILE—Continued

75 55 51 51 66 1 73 m 52 Ml1 50. 0 1927

HOLLOW GYPSUM TILE

304 38 34 34 38 36 39 42 48 45 39 21. 8 F44 1950

161 29 31 36 38 36 37 42 47 47 38 21. 0 1938

k 309 40 38 34 31 39 42 44 48 48 40 21. 1 F58 1953

305 37 42 42 41 38 42 45 49 49 43 23. 4 F44 1950

301 40 35 32 36 34 40 44 52 64 42 27. 5 1941

k 310 38 36 35 42 47 50 51 56 58 46 26. 4 F57 1953

138 45 44 55 59 62 80 " 53 1930

k Panels 309 and 310: Results obtained for frequencies 125, 175, 250, 350, 500, 700, 1,000, 2,000, and 1,000 cps (averages obtained for 125 to 1.000 etas'.

1 Results obtained at 3,100 cps instead of 4,098 cps. “ Averages obtained for 258, 512, and 1,024 cps.

19
Paxel 307. 12-in. brick wall.

|

Panels 25 & 26

Panel 25. 4~in- brick; on each side % in. of sanded lime plasler. Panel 26. 4-in. brick; on each side % in. of sanded gypsum plaster.

Panel 79. 8-in. brick , poor workmanship; on each side % in. of sanded gypsum plaster. Panel 80. Same as panel 79, except workmanship was good.

Panel 81. Same construction as panel 80.

Panel 82. Brick laid on edge; on each side 13/ie- by 2-in. furring strips wired to brick surface 16 in. on centers, ji-in. gypsum , lath, and / in. of sanded gypsum plaster. Panel 83. Same as panel 82, except that the furring strips were nailed to plugs in the brick. Panel 84. Same as panel 83, except that )i-in. wood fiberboard was used in place of gypsum lath. Panel 85. Brick laid on edge; on each side % in. of sanded gypsum plaster.

PANELS 526. 527

Panel 526. Expanded metal lath; on each side gypsum perlite plaster; panel thickness 2 in. Panel 527. Same as panel 526, except sanded gypsum plaster was used. Panel 503. Expanded-metal lath; on each side sanded gypsum plaster; panel thickness 2 in.

|:

20
Table 2. Sound-transmission loss walls—Continued

'transmission loss (in decibels) at frequencies (cycles per second; Panel number Average, Weight Test number

128 192 256 384 512 768 1,024 2,048 4,096 128 to

4,096

BRICK

Ib/ft2 307 45 49 44 52 53 54 59 60 61 53 121 F52 1951

25 43 47 54 n 56 ° 45 1926

26 46 49 58 - 61 « 48 1926

79 4S 48 56 56 n 60 ° 50 92. 0 1927

SO 48 49 57 59 n 70 ° 51 97. 0 1927

81 50 48 56 64 n 69 ° 51 87. 0 1928

82 52 47 56 54 n 5S ° 52 36. 5 1927

83 47 44 54 61 > 69 ° 48 38. 2 1927

84 49 50 60 56 n 58 ° 53 33. 3 1928 85 40 37 49 59 » 59 „ 42 31. 6 192s

,STUDLESS PLASTER—EXPANDED-METAL LATH CORE

526 37 35 20 26 31 29 32 41 45 33 S. 8 F51 1951 527 35 38 28 37 34 36 40 48 50 38 18. 1 F51 1951 503 37 36 29 33 36 32 38 48 OO 38 IS. 4 F20 1944

“ Results obtained at 3,100 cps instead of 4,096 cps.

° Averages obtained at 256, 512, and 1,024 cps.

313775—55 4
PANEL 520

Panel 504. Panel 506. Panel 510. Panel 511. Panel 512. Panel 516. Panel 517. Panel 521. Panel 520.

Ys-in. gypsum lath; in. of sanded gypsum plaster on each side; panel thickness 2 in.

Ys-in. gypsum lath; lYi 6 in. of sanded gypsum plaster on each side; panel thickness 2}i in. Ys-in. gypsum lath; on each side l Yi 6 in. of sanded gypsum plaster.

Ys-in. gypsum lath; on each side lYi§ in. of sanded gypsum plaster.

Ys-in. gypsum lath; on each side lYi 6 in. of sanded gypsum plaster.

Ys-in. gypsum lath; on one side % in. of sanded gypsum plaster; on the other side % in. of sanded gypsum plaster. Same as panel 516, except plaster was gypsum perlite. y2-in. gypsum lath; on each side % in. of gypsum perlite plaster.

Ys-in. gypsum lath; on one side Yi in. of sanded gypsum plaster; on the other side scratch coat of sanded gypsum

plaster, Ys-in. heavy-gage quilted asphalt felt, and brown coat of sanded gypsum plaster to make the total thickness of the panel lYs in.

W/////A Jf

PANEL 528

Panel 528. Two layers of }i-in. gypsum wallboard glued together to form a 1-in. layer; joints covered with wooden strips on

each side.

PANEL 522

Panel 522. Four layers of y2-in. gypsum wallboard glued together and fastened with sheet-metal screws; joints staggered as shown in drawing; surface joints covered with paper tape.

PANEL 428

PANEL 428

Panel 428. Same as panel 522, except spring clips attached to one surface by sheet-metal screws: horizontal slotted channel

36Y& in. on centers attached to spring clips by sheet-metal screws; 1-in. gypsum wallboard unit (similar to one

half of panel 522) attached to channels.

22
Table 2. Sound-transmission loss—walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

12S 192 256 384 512 768 1,024 2,048 4,096 Average,

128 to 4,096

Weight Te3t number

Year of

test

STUDLESS PLASTER—SINGLE GYPSUM LATH CORE

504 3S 36 27 32 35 32 36 46 54 37

ib/ft 1 16. 8 F22 1944 506 38 32 32 32 35 36 39 49 55 39 19. 7 F21 1944 510 38 34 23 32 32 32 36 46 51 36 16. 1 F29 1946

511 39 30 37 39 36 36 40 48 54 40 20. 2 F30 1946 512 39 36 32 34 35 40 42 48 53 40 25. 4 F31 1946 516 3S 35 28 32 32 34 36 46 49 37 16. 8 F39 1949

517 34 34 30 33 34 28 33 42 46 35 9. 0 F39 1949

521 32 38 36 37 34 34 31 41 47 37 10. 9 F43 1949

520 35 38 38 41 41 42 41 41 52 41 13. 9 F42 1949

STUDLESS PLASTER—GYPSUM WALLBOARD
Panel 515. Panel 513. Two sheets of 3/%-in. gypsum lath clamped tightly together: on each side % in. of sanded gypsum plaster. Two sheets of %-in. gypsum lath separated by )i-in. felt pad spacers: on each side 13/is in. of sanded gypsum

plaster. Panel 514. Same as panel 518, except that thickness of sanded gypsum plaster was in. on one side and 7

1 * in. on the other

side.

PANEL 505

Panel 505. Two sheets of gypsum lath spaced in. apart with felt spacers: joints between lath covered with metal lath to

j prevent mortar from bonding two sides together: on each side }i in. of sanded gypsum plaster.

I

Panel 507. }i-in. and 3/s-in. gypsum laths, held together at vertical joints partly by clips of panel 416 (page 42), and partly j by clip in sketch, with }i-in. airspace, between laths because of thickness of clips: % in. of sanded gypsum

plaster on each side. Panel 508. Similar to panel 507. except that all clips were same as those of panel 415 ( page 4%)i two sheets of }i-in. gypsum lath: !4 in. of sanded gypsum plaster on one side, 11

/{e in. on the other side.

Panel 509. -in. fiberboard held between }i-in. gypsum lath on one side and 34~in. gypsum lath on the other side by means

oj clips shown with panel 507 : )i-in. airspace between fiberboard and gypsum lath on each side; on outer surfaces

j in. of sanded gypsum plaster.

24
Table 2. Sound-transmission loss—walls—

C

ontinued

Transmission loss (in decibels) at frequencies (cycles per second) Test number

Year of test Panel number

12$ 192 256 384 512 768 1,024 2,048 4,09(1 Average, Wcight

128 to

4,096 STUDLESS PLASTER—DOUBLE GYPSUM LATH CORE

i H/fli 515 40 3S 37 40 41 40 37 44 52 41 18. 1 F34 1946 513 43 40 37 38 39 40 37 45 56 42 1 7. 9 F32 1946

514 40 40 38 40 41 40 41 45 52 42 19.2 F33 1946

505 35 35 29 30 33 40 38 43 57 38 1 15. 3 1941

507 31 32 32 36 > 38 -II -10 : 50 62 -10 : 12. 9 F2S 1945

50S 34 35 35 38 40 44 -10 50 60 : 42 13. 6

509 36 41 41 44 47 | 49 -IS 53 62 41

F27 1945

15. 9 F26 1945
PANEL 430,431

Panel 430. long-length gypsum lath on each side of %-in. airspace; % in. of sanded gypsum plaster on outer surfaces;

}i-in. airspace set by double clip along joints of lath. Panel 431. Same as panel 430, except that airspace was % in. instead of % in.

Panel 525. %-in. cold-rolled steel channels 2

sides; panel thickness in.

PANEL 525

in. on centers; expanded-metal lath on one side; gypsum perlite plaster on both

PANEL 154

Panel 154. %-in. steel channels 16 in. on centers; paper-backed expanded-metal lath on one side; sanded gypsum plaster on

both sides; panel thickness 2 in. Panel 171A. %-in. steel channels 12 in. on centers; expanded-metal lath on one side; sanded gypsum plaster on both sides; panel thickness 2 in. Panel 171B. Same construction as panel 171 A. Panel 171C. Same construction as panel 171A.

Panel 172. Same as panel 171C, except thickness increased to 2

x

/i. in. by adding sanded gypsum plaster. Panel 501. z/i-in. metal channels 16 in. on centers; expanded-metal lath on one side; vermiculite gypsum plaster on both

sides; panel thickness 2 in. Panel 502. Same construction as panel 171A.

Panel 518. %-in. metal channels approximately 11 in. on centers; expanded-metal lath on one side; sanded gypsum plaster on both sides; panel thickness 2 in. Panel 519. Same as panel 518, except that gypsum perlite plaster was used. Panel 523. Same as panel 501, except sanded gypsum plaster was used.

• PANEL 524

Panel 524. Same as panel 523, except that in addition to the metal lath, a partial lath of 3.4-lb burial vault mesh 32 by 28*4

in. was placed on the opposite side of the channels directly in the center of the panel with the 32-in. dimension

horizontal.

PANEL 170

Panel 170. %-in. steel channels 16 in. on centers; perforated gypsum lath on one side; sanded gypsum plaster on both sides; panel thickness 2 in. 26
Table 2. Sound-transmission loss—walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second)

Panel number

128 192 256 384 512 768 1,024 2,048 4,096 Average,128 to

4,096

Weight Test number

Year of

test

STUDLESS PLASTER—DOUBLE GYPSUM LATH CORE

525 00 <N 36 32 31 29 29 30 38 41 33 7. 4 F48 1950

154 38 37 34 33 36 36 41 48 56 40 1935

171

A

36 32 30 32 34 36 39 47 54 38 16. 4 1938

171B 29 30 26 30 30 34 37 46 54 35 17. 7 1938 171C 35 33 22 32 31 31 38 47 55 36 18. 8 1939

172 34 26 33 37 35 37 43 50 57 39 22. 4 1939

501 36 34 33 33 30 29 28 38 48 34 8. 8 1941

502 40 36 23 32 36 33 36 47 54 38 18. 1 F19 1944 518 43 35 28 36 32 35 42 50 50 39 IS. 7 F39 1949

519 35 36 24 31 29 29 33 42 45 34 9. 6 F39 1949 523 40 39 30 37 33 35 42 48 50 39 17. 9 F45 1950

524 36 36 28 38 36 36 39 46 48 38 17. 4 F45 1950

170 30 28 33 35 31 33 38 48 53 36 19. 4 1939
Panel 211. Panel 212. Panel 214. Panel 215.

1- by 3-in. wood studs 16 in. on centers; /-in. plywood glued to each side. Same as panel 211, but with /-in. gypsum wallboard nailed to both plywood surfaces.

1- by 3-in. staggered wood studs, each set spaced 16 in. on centers and spaced 8 in. on centers with 1-in. offset from other set; /-in. plywood glued to both sides. Same as panel 214, but with /-in. gypsum wallboard glued to both plywood surfaces.

PAN EL 2 17

Panel 216. Two sets of 2- by 2-in. wood studs, each set spaced 16 in. on centers; two sheets of /l -in. gypsum wallboard inserted in 1-in. space between studs; /-in. plywood glued to studs on each outer side; panel thickness 4

3A in. Panel 217. Two sets of 2- by 2-in. wood studs, each set spaced 16 in. on centers; /-in. plywood inserted in /-in. space be- tween studs; on each outer side /-in. plywood; paper-back mineral wool inserted in both airspaces; panel

thickness 4 in. Panel 218. Two sets of 2- by 2-in. wood studs, each set spaced 16 in. on centers; /-in. gypsum wallboards nailed to inside surface of each set of studs, leaving 1-in. airspace between gypsum wallboards; /-in. plywood glued to outer surfaces of studs.

Panel 179A. Panel 179B. Panel 179C. Panel 179D.2- by 4-in. wood studs 16 in. on centers; on each side 3/s-in. plywood with a light cotton fabric glued on one side,

^ and a heavy cotton duck glued on the other. Same as panel 1 79A, except that a 4-in. flameproofed cotton bat was placed in airspace between studs. Same as panel 1 i 9B, except that a 1-in. flameproofed cotton bat was used in place of the 4-in. bat. Same as panel 179A, except that 3/-in. strips of the 4-in. flameproofed cotton bats were tacked on each 3/-in.

side of each wood stud ( see drawing)

.

PANEL 127

Panel 127. by 4-in. wood studs 16 in. on centers; on one side /-in. wood fiberboard, and / in. sanded gypsum plaster on

each side of the wood fiberboard ; on the other side expanded metal lath and / in. of sanded gypsum plaster.

28
Table 2. Sound-transmission loss-—walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

12S Average, Weight Test number

Year of

test 192 256 384 512 768 1,024 2,048 4,096 128 to 4,090 PLYWOOD ON WOOD STUDS

211 16 16 18 20 26 27 28 37 33 24

lb/ft

f

2. 5 F10 1943

212 26 34 33 40 39 44 46 50 50 40 6. 6 FI 1 1943 214 14 17 20 23 28 30 33 40 30 26 2. 9 F12 1943

215 40 37 39 45 48 50 51 54 55 46 7. 0 FI 3 1943

216 18 25 29 31 32 37 42 49 51 35 8. 0 F15 1944 217 20 31 31 35 37 41 41 49 50 37 5. 2 F16 1944

218 27 24 29 33 37 42 46 55 55 39 7. 4 F18 1944

179 A 15 20 28 33 29 34 38 43 40 31 4. 6 1940 179B 14 27 33 37 34 39 42 46 44 35 4. S 1940

179C 15 24 28 37 31 38 43 49 46 35 4. 6 1940 179D 13 23 31 37 34 38 42 47 45 34 4. 7 1940

o Results obtained at 16.5 and 3,100 cps instead of 192 and 4,030 cps, respectively.

» Averages obtained for 256, 512, and 1,024 cps.

192S

31 3775—55 5 29
Panel 208. Panel 209.

Panel 120. Panel 123. Panel 206. Panel 207. Panel 210. Panel 205.

Panel 213.

Panel 124. Panel 126. Panel 125.

Panel 219. Panel 220.

PANEL 208 PANEL 209

lYi-in. wallboard nailed on one side only of l}i- by 3-in. wood stud. Wallboard consisted of 7/s-in. cane-fiber center covered on each side by ys-in. cement-asbestos layers. . Similar to panel 208, except that the lYs-in. wallboard was on both sides of l}i- by 3-in. wood studs 44 m. on

centers.

2- by 4-in. wood studs 16 in. on centers; on each side }i-in. wood fiberboard, joints filled. 2- by 4-in. wood studs 16 in. on centers; on each side Yi-in. wood fiberboard and Y in. of sanded gypsum plaster. 2- by 4-in. wood studs 16 in. on centers; Yi-in. dense wood fiberboard on each side, with joints at studs. Similar to panel 206, except that Yi-in- wood fiberboard was used.

2- by 2-in. wood studs 16 in. on centers; on each side }i-in. fiberboard.

2- by 4-in. wood studs 16 in. on centers; on each side Yi-in. fiberboard and ){ in. of sanded gypsum plaster.

triTntn rrrr niiiiilirnnmUl mimirnnff.'nmiYTr.nitn i [irirrmmrrrPn iTn rlPjimr

2^

P

PAN E L 213

Same as panel 205, except that an auxiliary wall was added on one side only, with a SYi-in. airspace. The

auxiliary wall consisted of 2- by 2-in. wood studs 16 in. on centers, Y> in. fiberboard, and in. of sanded gypsum plaster.

Staggered 2- by 4-in. wood studs, each set spaced. 16 in. on centers with studs of one set 8 in. on centers and projecting 2 in. on centers from other set; on each side Yi-in. wood fiberboard, joints filled. Studs same as in panel 124; on each side Yi-in- wood fiberboard and Y in. of sanded gypsum plaster. Studs same as in panel 124; on each side Yi-in. wood fiberboard, heavy corruguted paper, wire-reinforced, then sanded gypsum plaster. nm1

i in mil im ii in in 1 1

1

m r Jill 1

1 1 II M 1 II 1

1 'IItVi1

i r LUtu 2 /

2

nnti1 1 II 1 1 1 II II 1 1 1 1 II 1 1 II 1 III TTT ^ 7 UllllLLlI 111 i,i iiJJi.iL.i.umF 1

PANEL 219

Two sets of 2- by 2-in. wood studs, each set 16 in. on centers; Yi-in. fiberboard stood loose in 2-in. airspace between

studs; on each side Yi-in. fiberboard; panel thickness 7 in. Similar to panel 219, with Yi-in. fiberboard replaced by Yi-in. Jiberboard and J4 in. of sanded gypsum plaster; panel thickness 7)4 in.

30
Table 2. Sound-transmission loss —walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

128 192 256 384 512 768 1,024 2,048 4,096 Average,128 to 4,096

Weight Test number

Year of test

FIBERBOARD ON WOOD STUDS

Iblft2 20S 21 23 24 28 28 28 23 40 38 28 1942

209 29 32 31 35 38 42 42 50 60 40 8. 3 F14 1944

120 r 28 29 24 36 48 r 51 3 29 5. 1 1928

123 r 46 40 47 57 56 T 55 3 48 1 3. 3 1928 206 16 19 22 32 28 33 38 50 52 32 3. 8 1941 207 21 18 21 27 31 32 38 49 53 33 4. 3 1941 210 14 11 17 28 27 36 37 47 51 30 3. 1 1942

205 28 27 31 38 41 44 46 47 66 41 12. 6 FI 1943

213 41 46 44 49 50 51 52 56 72 51 18. 2 FI 1943

124 r 34 30 28 42 59 r 60 3 33 4. 9 192S

126 r 50 52 49 60 60 r 54 3 54 13. 1 1928

125 «• 52 53 47 54 58 r 63 8 51 16. 1 192S

219 28 29 28 39 40 43 48 62 68 43 , 2 1941

220 42 48 48 51 49 51 55 54 73 52 14. 3 1941

r Results obtained at 165 and 3,100 cps instead of 192 and 4,090 cps.

» Averages obtained for 256, 512, and 1,024 cps.

31
Panel 162 . Panel 163 . Panel 119 . Panel 201 .

Panel 86.

Panel 164 . Panel 165 . Panel 228.

Panel 174 .

PANELS 162,163, 119

Wood studs; on each side %-in . total thickness of wood lath and sanded lime plaster. Wood studs; on each side 7%-in. total thickness of wood lath and sanded gypsum plaster. 2- by 4-in. wood studs 16 in. on centers; on each side %-in. total thickness of wood lath and sanded gypsum plaster. 2- by 4-in. wood studs 16 in. on centers; on each side wood lath and % in. of sanded gypsum plaster.

PANEL 86

2- by 4-in. wood studs 16 in. on centers; on each side %-in. flax fiberboard, 1- by 2-in. wood furring strips 16' in. on centers, %-in. total thickness of wood lath and gypsum plaster.

PANELS 164 & 165

Wood studs; on each side expanded-metal lath and % in. of sanded lime plaster. Wood studs; on each side expanded-metal lath and % in. of sanded gypsum plaster. 2- by 4-in. wood studs 16 in. on centers; on each side expanded-metal lath and % in. of sanded gypsum plaster.

A *.« A t J 'ai

>1 .\-\ i 41 '. '< : * 1 .»

.

PANEL 174

2- by 4~in. wood studs 16 in. on centers; on both sides expanded-metal lath with paper backing nailed to studs with special nail; % in. of sanded gypsum plaster.

32
Table 2. Sound-transmission loss—walls—Continued

Transmission loss (in decibels) at frequencies (cycle? per second) Panel number

128 192

1 256 384 512 768 1,024 2,048 4,096 Average.

128 to

4,090

Weight Test number

WOOD LATH ON WOOD STUDS

Ib/U 2 162 27 27 36 38 41 44 50 55 60 42 15. 6 1938

163 32 29 18 34 33 40 37 40 58 36 15. 1 1938

119 1 3S -10 39 44 49 1 59 u 4i 17. 4 1928

201 35 32 24 37 34 32 37 45 61 38 17. 1 FI 1942

86 42 38 45 54 1 62 u 42 14. 7 1927

EXPANDED-METAL LATH ON WOOD STUDS

164 26 34 41 40 44 49 52 56 58 44 19. 8 1938

165 31 26 34 32 38 44 43 45 61 39 20. 0 193S

228 29 28 28 38 38 43 45 46 54 39 18. 1 F43 1949

174 30 27 25 31 34 37 38 38 54 35 12. 6 1939

1 Results obtained at 165 and 3,100 cps instead of 192 and 4,096 cps.

n Averages obtained for 256, 512, and 1,024 cps.

33
I

PANEL 175

Panel 175. Staggered 2- by 4-in. wood studs, each set spaced 16 in. on centers, with one set having the 3}i-in. faces parallel to the wall surface, on each side expanded-metal lath and % in. of sarded gypsum plaster.

PANEL 425

PANELS 425,710

Panel 425. 2- by 4-in. wood studs 16 in. on centers; on each side, }i-in. metal rod fastened vertically along each stud by spring

clips 16 in. on centers, expanded-metal lath wire-tied to metal rod, and % in. of sanded gypsum plaster.

Panel 224. 2- by 4-in. wood studs 16 in. on centers; on each side }i-in. gypsum wallboard; joints in wallboard filled and

covered with paper tape. Panel 234. Same as panel 224- Panel 225. 2- by 4-in. wood studs 16 in. on centers, on each side two layers of % in. gypsum wallboard cemented together; joints in outer wallboards filled and covered with paper tape.

Panel 235. Staggered 2- by 3-in. wood studs, each set spaced 16 in. on centers, }£ in. apart from the other set and projecting

1 in.; on each side two layers of \{-in. gypsum wallboard, with the joints of one layer set vertically, and the other horizontally . The two layers of wallboard were cemented together and the outside joints sealed with tape.

34
Table 2. Sound-transmission loss—walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel Weight Test Year of number Average, number test 12S 192 256 384 512 768 1,024 2,048 4,096 OOO

S'*

EXPANDED-METAL LATH ON WOOD STUDS—Continued

175 44 47 47 48 47 50 50 52 63 50 §2 00 1939

425 47 50 48 51 52 54 54 51 61 52 19. 1 F43 1949 GYPSUM BOARD AND LATH ON WOOD STUDS

224 20 22 27 35 37 39 43 48 43 35 5. 9 F37 194S

’ 234 22 23 28 32 33 41 44 46 39 34 5. 6 F54 ! 1953

225 27 24 31 35 40 42 46 53 48 38 8. 2 F37 1948

T 235 42 40 39 40 45 42 45 41 53 43 11. 0 F55 1953

" Results for panels 234 and 235 obtained at frequencies of 125, 175, 250, 350, 500, 700, 1,000, 2,000, and 4.000 Cl'S (averages obtained for 125 to 4,i\v , >'

35
I

Panel 148. Panel 149. Panel 202. Panel 203. Panel 204.

I I I M1

panels 148 & 149

2- by 4--in wood studs 16 in. oni centers; on both sides gypsum lath nailed to studs with nails approximately 6 in. apart, then in. of sanded gypsum plaster. 2- by 4~in. wood studs 16 in. on centers; on both sides gypsum lath held with special nails with large heads, the nails being driven between the sheets of gypsum lath, then J4 in. of sanded gypsum plaster. 2- by 4-in. wood studs 16 in. on centers; on each side 3/&-in. gypsum lath and in. of sanded gypsum plaster. Similar to panel 202, except the plaster used was }•; in. of ver rniculite gypsum.

2- by 4-in. wood studs 16 in. on centers, on each side 3/s-in. perforated gypsum lath and % in. of vermiculite gypsum plaster.

Panel 226.

Panel 227.

2- by 4-in. wood studs 16 in. on centers on each side 3/»-in. gypsum lath and sanded gypsum plaster with quilted

asphalt felt, }{ e in. thick, applied on one side only between scratch and brown coats of the gypsum plaster; x/i in. between outside surface and surface of lath. Same as panel 226, except that the felt was % in. thick instead of }i6 in. thick.

PANEL 236

Panel 236. Staggered 2- by 4-in. wood studs, each set 16 in. on centers, with studs of one set 8 in. on centers and offset 3/\ in. on centers from the corresponaing studs of the other set; on one side only, 0.9-in. thick wood-fiber wool blanket

stapled to outer surface of 2- by 4-in. wood studs; on each side \i-in. gypsum wallboard.

36
Table 2. Sound-transmission loss—walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

128 192 256 384 512 ' 768 1,024 2,048 Average,

VVfi*ht

4,066 , 128 to

4,096

Test numberYear of

test

148 33

149 32

202 33 203 27 204 31

226 28

227 26

" 236 39

GYPSUM BOARD AND LATH ON WOOD STUDS—Continued

28

41

24

24

31

39

2420

28 33

29 34

35

43

30

3134

35

35

39

46

28

27

31

40

41

44

51 1

38

3638

46

50

3636

38

43 48

42 48

49

55

4238

46

48

49

66

72

59

55

66

41

48

3533

37

ft/lP 15. 2

15. 7

15. 0

9. 6

12. 9

FI

1937

1937

1942

1941 1941

58 40 12. 7 F42 1949

58 40 12. 0 F42 1949

38 40 42 42 45 48 56 51 45 13. S 1'60 1953

* Results for panel 236 obtained at frequencies of 125, 175, 250, 350, 500, 700. 1,000 , 2,000, and 4,000 cps (averages obtained for 125 to ij"' ops

37
Panel 401-412. 2- by 4-in. wood studs 16 in. on centers; on each side 3/&-in. gypsum lath and in. of sanded gypsum plaster,

lath held by special nails with resilient heads, nails being driven into the joints between pieces of lath.

PANEL 40 PANEL 40 5 PANEL 40 6

Panel 401. Head of nail imbedded in felt and covered with sheet iron; }±-in. felt pad between stud and gypsum lath. Panel 402. Nail similar to that of 401; no felt pad between stud and perforated gypsum lath. Panel 403. Nail head consisting of a ring of steel rod integral with nail itself; similar to that of panel 405 but without card- board; perforated gypsum lath used. Panel 404. Same as 403, except solid gypsum lath was used. Panel 405. ATail head consisting of a ring of steel rod integral with nail itself; corrugated cardboard and expanded-metal lath

strip applied to head of nail; gypsum board held snugly against the stud. Panel 400. Ordinary nail with head encased in expanded-metal lath square; metal lath girdling the expanded-metal lath square; gypsum lath snug against studs. Panel 407. Ordinary nail with head encased in corrugated cardboard, and expanded-metal lath square encompassing the cardboard but not touching nail; gypsum lath snug against studs.

PANEL 410

Panel 408. Ordinary nail with head enclosed in corrugated cardboard, metal strap girdling the cardboard square but not in

contact with nail; gypsum lath loose against studs, approximately }i 2 in. of play.

Panel 409. Nail similar to that of panel 401; gypsum lath snug against studs. Panel 410. Ordinary nail with head encased in thin cardboard, expanded-metal lath square over cardboard, which was highly

compressed.

Panel 411. Nail similar to that of panel 410, but head of nail was encased in felt and then covered by an expanded-metal

lath square; lath snug against studs. Panel 412. Same nail as in panel 411', }i-in. felt pad between stud and gypsum lath.

PANEL 153 PANELS 151,152 PANEL 150,167

Panel 153. 2- by 4-in. wood studs 16 in. on centers; on each side gypsum lath attached to studs with stiff clips and covered by

3/& in. of sanded gypsum plaster. Panel 151. Similar to panel 153, except that ji-in. felt was glued inside gypsum lath, and sanded gypsum plaster. Panel 152. Similar to panel 151, except that gypsum plaster was in. thick instead of 3/& in.

Panel 150. 3- by 4-in. wood studs 16 in. on centers; on both sides %-in. gypsum lath attached to studs by spring clips, then

in. of gypsum plaster. Panel 167. 2- by 4-in. wood studs 16 in. on centers; on both sides 3/s-in. perforated gypsum lath attached to studs by spring

clips, then }/> in. of sanded gypsum plaster. Panel 168. Same as panel 167, except that the space between the studs was filled with glass wool packed to a density of

lb/ft 3. 38
Table 2. Sound-transmission loss —walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

12S 192 256 384 512 768 1,024 2,048 4,096 Average,

128 to 4,096

Weight Test number

Year of

test

GYPSUM LATH HELD BY SPECIAL NAILS ON WOOD STUDS

401 19 30 34 38 39 44 46 52 63 41

lb!ft 2 13. 6 1941 402 29 36 34 38 40 43 46 50 66 42 15. 8 1941 403 23 29 30 36 39 39 41 48 62 39 15. 9 1941

404 23 25 33 36 37 43 43 44 62 38 14. 5 1942 405 27 26 34 38 39 42 43 44 61 39 15. 2 F4 1943

406 31 31 31 36 39 43 45 48 62 40 14. 8 F5 1943

407 29 33 32 36 40 46 45 50 63 41 14. 4 F7 1943

408 34 31 32 39 40 45 45 51 64 42 14. 8 00 1943

409 31 33 35 36 39 44 47 50 64 42 15. 2 F9 1943 410 31 32 33 41 42 47 48 48 65 43 13. 6 F23 1944

411 32 33 31 37 41 47 48 50 66 43 14. 3 F24 1944

412 36 38 37 42 45 51 53 54 68 47 14. 0 F25 1944

GYPSUM LATH HELD BY SPRING CLIPS ON WOOD STUDS

150 51 42 48 48 50 56 56 48 66 52 1937

167 45 53 45 48 47 53 55 53 67 52 15. 7 1938

168 48 50 49 53 53 56 58 5S 68 55 16. 9 1938

39
I

Panel 1/6.

Panel 177.

Panel 178.

Panel 413. Panel 415.

2- by 4-in. wood studs 16 in. on centers; on both sides perforated gypsum lath held by clips consisting of a coiled spring and a piece of heavy wire extending across the surface of the gypsum lath and interlocking with the adjoining clip, }> in. of sanded gypsmn plaster.

2- by 4-in. wood studs 16 in. on centers; on each side 3/s-in. gypsum lath held by clip as shown in drawing, and

>2 in. of sanded gypsum plaster. The nail ivent through the clip and gypsum lath near its edge, holding the

lath and the clip firmly against the stud.

2- by 4-in. wood studs 16 in. on centers; on each side perforated gypsum lath attached to studs by means of clips

shown in the drawing, and J4 in. of sanded gypsum plaster. The nail held only the bark of the clip against the stud and allowed a small movement of the gypsum lath.

PANEL 413

2- by 4-in. wood studs 16 in. on centers; on each side s/%-in. gypsum lath held to studs by spring clips as shown

in drawing, and in. of sanded gypsum plaster. Similar to panel 413.

PANEL 414

Panel 414. 2- by 4-in. wood studs 16 in. on centers; on each side y«-in. gypsum lath held to studs by spring clip as shown I in drawing, then J4 in. of sanded gypsum plaster. This clip was the same as that used in panel 413, except

that a resilient member ivas introduced in the clip. 40
Table 2. Sound-transmission loss -walls—Continued

Transmission loss (in decibels) at frequencies 'cycles per second)

Panel number

128 192 256 384 512 7118 1,024 2,048 4,090 Average,128 to 4,090

Weight Te

f- year of o'eignt number test

GYPSUM LATH HELD BY SPRING CLIPS ON WOOD STUDS —Continued

176 40 42 42

177

413

415

19

26

29

32

33

37

35

47

41

37

48 49

24 29 33 35

42

40

39

178 33 42 42 46 45 46

46

45

48

47

45

m1 54 66 48 16. 4 .

42 , 42

46 -! 48

44

50

60

64

62

67

36 14. 4

46 14. 9

42 12. 4

42 13. 9

1939

1940

1940

1940

1942

414 39 41 40 46 43 45 46 48 63 46 1

4

. 1 1941

41
PANEL 417

Panel 416. 2- by 4-in. wood studs 16 in. on centers; on each side Y^-in. gypsum lath attached to stud by clip shown, then

in. of sanded gypsum plaster; clip nailed to stud by large-headed nail loosely driven into wood, giving a Yz-in. airspace between the stud and the gypsum lath. The same clip was used for the vertical joints of the gypsum

lath. Panel 417. 2- by 4-in. wood studs 16 in. on centers; on each side Yz-in. gypsum lath attached to stud by clip as shown, then y2 in. of sanded gypsum plaster; large-headed nails on each side of clip driven into stud before installation of gypsum lath gave a Y&-in. airspace between the stud and gypsum lath.

Panel 418, 419. PANEL 419by 4-in. wood studs 16 in. on centers; on each side Yz-in. gypsum lath held to studs by spring clips jshown

in drawings, then in. of sanded gypsum plaster. f§, i I I

PANELS 420, 421, 422, 423

PANELS 420,421,422,423,709

Panel 420 to 422. 2- by 4-in. wood studs 16 in. on centers; on each side Yz-in. gypsum lath fastened to studs by spring clips, then Yi in. of sanded gypsum plaster. Panels 420, 421, and 422 were identical except for the length

of the bent shank between the lath seat and the nailing strip of the spring clip. The black clip used on panel 420 was the most flexible, the red clip used on panel 422 was the stiffest, and the gray clip used on panel 421 was intermediate in stiffness. Panel 423. Same as panel 420, except that Yz-in. perforated gypsum lath was used and the aggregate in the plaster was perlite.

42
Table 2. Sound-transmission loss—-walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second)

Panel number

12S 192 256 384 512 768 1,024 2,048 4,096 Average,

128 to

4,096

Weight Test number

Year of

test

GYPSUM LATH HELD BY SPRING CLIPS ON WOOD STUDS—Continued

416 37 38 39 40 42 45 45 49 66 44

Ibl/P 14. 9 F2 1943

417 29 38 38 42 40 47 44 49 66 44 15. 5 F2 1943

418 41 44 42 44 45 48 48 49 62 47 14. 3 F3 1943

419 37 33 37 44 44 48 48 52 63 45 15. 1 F6 1943

420 46 44 46 56 54 57 57 50 62 52 13. 1 F40 1949

421 43 48 45 56 54 57 57 49 59 52 13. 1 F40 1949 422 45 45 46 56 54 57 58 48 62 52 13. 1 F40 1949

423 38 40 45 52 54 56 56 51 64 51 11. 9 F43 194943
PANEL 424

"B" CLIP

PANEL 433 ONLY

Panel 424. 3yi-in. steel trusses used as studs 24 in. on centers and mounted vertically in metal tracks at top and bottom; on each side z/%-in. perforated gypsum lath held to studs by “A” clips with edges of lath held together by “D"

clips, then in. of sanded gypsum plaster. The end of the “A” clip at the left in the drawing was wired to the metal track, and the other end was held by the steel truss; the clip held the gypsum lath in place. The

adjacent piece of gypsum lath was then put in place, with the left-hand end of the “A” clip inserted in the right- hand side of the previous clip.

Panel 434. Panel 437. Panel 433.

Same as panel 424, except that 2}i-in. trusses were used as studs 16 in. on centers. Same as panel 434, except that the plaster used was % in. of perlite gypsum. Same as panel 434, except that the left-hand side of the top “ A” clip ( panel 424) was held in place at the metal I track by the eyelet end of the "B” clip, ivhich was inserted into the track. 44
Table 2. Sound-transmission loss—walls

Continued

Transmission loss (in decibels) at frequencies (cycles per second)

Panel Average,

: Weight Test Year of number number test 12S 192 256 384 512 768 1,024 2,048 4,096 128 to 4,096 GYPSUM LATH HELD BY SPRING CLIPS TO STEEL STUDS

424 34 41 38 48 47 49 50 58

IWt- 46 15. 7 F43 1949

434 33 35 437 26 30 433 4b 34

34

34

36

4240

42

4143

45

45

43

47

48

44

47

45 54 42 13. 6 F50

40 49 39 11. 7 F50

47 48 44 14. 8 F53

1951

1951

1951
• n . ;v. •• /

/.;•. L t

v ml >

~ .x-.-y.yy, v. -a

. . . . %

. .

. . •

.

PANEL 435

Panel 435. Two sets of %-in. cold-rolled steel channels set apart in. and offset J4 in., each set 16 in. on centers; channels

held at top by punched-out metal strip and at bottom by cork strips; on each side y%-in. gypsum lath and in. of perlite gypsum plaster; gypsum lath held to studs by “A” clips { panel 4®4), and edges of lath held together by “D” clips {panel 424, page 44); gypsum lath held from studs of opposite side by y«-in. thick sponge-rubber

dots.

Panel 436. 3%-in. steel trusses used as studs 16 in. on centers; on each side y%-in. gypsum lath held by spring clips (see drawing) and }4 in. of sanded gypsum plaster; edges of lath held together by metal clips.

PANEL 426

Panel 426. One 1 )i-in. cold-rolled steel channel {corresponds to approximately 83 in. on centers) set vertically in center of panel, with horizontal 1 }i-in. cold-rolled steel channels 28}i in. on centers wire-tied to vertical channels so

that horizontal channels bridged l}i-in. airspace; on each side }i-in. long-length gypsum lath wire-tied to channels, % in. of sanded gypsum plaster.

PANEL 427

Panel 427. One %-in. cold-rolled steel channel sd vertically in center {corresponds to approximately 33 in. on centers) horizontal %-in. cold-rolled steel channels 26 in. on centers wire-tied on each side of vertical channel, with

horizontal channels on opposite sides of panel displaced about 6 in. vertically with respect to each other, making

a 1 Yi-in. airspace; on each side \{-in. long-length gypsum lath wire-tied to horizontal channels, and % in. j of sanded gypsum plaster.

46
Table 2. Sound-transmission loss—•'walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

128 192 , 256 384 512 768 1,024 2,048 4,096 Average.

128 to 4,096

Weight Test ' Year of number

j

test

GYPSUM LATH HELD BY SPRING CLIPS TO STEEL STUDS—Continued

F44

F44

1949

1950

47
Panel 222.

Panel 223.

Panel 143A. Panel 143B.

Panel 166A. Panel 166B. Panel 229.

Two s-pecial metal nailing studs back to back and held in position by top and bottom plates, 16 in. on centers, , on each side 1-in. thick, 6-lb/ft 3 density, glass-fiber board and, paper-backed metal lath attached to studs by

special nails, and % in. of sanded gypsum plaster. Same as panel 222, except that the density of the glass-fiber board ivas 4}i lb/ft3

.

PANEL I43A '. PANEL I43B

lYi-in. steel channel 16 in. on centers for studs; on each side expanded-metal lath and in. of sanded gypsum , plaster. Same as panel USA, except that space between studs and the expanded-metal lath was packed with mineral wool. I

Panel 166a PANEL I66B

SYi-in. metal studs 16 in. on centers; on each side expanded-metal lath and % in. of sanded gypsum plaster. Same as panel 166A, except that the space between the studs was packed with mineral-wool bats to a density of 5.2 lb/ft3

. 3%-in. steel trusses used as studs 16 in. on centers; on each side expanded-metal lath wire-tied to studs, and % in. of sanded gypsum plaster.

48
Table 2. Sound-transmission loss —walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second)

Panel number Average, Weight Test number

12S 192 256 384 512 768 1,024 2,048 4,096 128 to

4,096 GLASS-FIBER BOARD AND EXPAXDED-METAL LATH OX STEEL STUDS

lb/fr- 222 44 47 50 53 53 58 58 58 68 54

223 41 47 47 53 52 55 55 55 67 52

EXPAXDED-METAL LATH OX STEEL STUDS

143A

143B

18

26

21

24

27

37

43

47

39

50

58

69

166A

166B

229

30

34

40

35

34

28

31

29

35

34

41

3540

37

40

38

42

40

39

40

43

40

48

5352

53

t Averages for panels 143A and 143B obtained for frequencies 256, 512, and 1,024 cps.

* 30 17. 6

-v 36

37 19. 6 3S 21. I

40 19. 1 F44

Year of

test

194!

1941

1931

1931

1 93S

193<

1950

19
A B

PANELS 159,

I60A- 1601

Panel 159. Panel A only: %-in. metal channels 12 in. on centers and stiffened by a 1-in. horizontal metal channel about halfway up the panel; expanded-metal

lath and fi-in. of sanded gypsum plaster.

Panel 160A to 160F. Two panels similar to panel 159 placed back to back and resting on cork 1 in. thick; distance from face to face as given below: 160A, 10 in.; 160B, 8}i in.; 160C, 7 in.; 160D, 5%i in.; 160E, in.; 160F, 4-%-in. braces at corners of panels were

in contact with each other in panel 160F.

Panel 160G. Same as panel 160E, except that 1-in. cork was replaced by 1-in. board. Panel 160H. Same as panel 160G, except that 1-in. board was replaced by concrete. Panel 1601. Same as panel 160II, except that the two panels were tied together at two

points with a shoe made of %-in. channel iron, each point being approximately 18 in. in the horizontal direction from the center of the panel.

Panel 221. Similar to panel 160A; in each section of panel, %,-in. metal channels 12 in. on centers with %,-in. horizontal stiffening channel about halfway up the panel; expanded-metal lath, and Y^-in. heat-insulating plaster; both

sections rested on a 1%-in. cork base; panel thickness 5 in.

PANEL 429 PANEL 429

Panel 429. 3%-in. steel trusses used as studs 16 in. on centers; on each side spring clips 16 in. on centers fastened to studs, %-in. metal rod wire-tied to clips, metal lath wire-tied to metal rods, and %-in. of sanded gypsum plaster.

50
Table 2. Sound-transmission loss—walls—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

12S 192 256 384 j 512

| 768

1 1

1,024 2,048 4,096 Average,128 to

4,096

Weight Test number

Year of

test

EXPANDED-METAL LATH ON STEEL STUDS—Continued

159 27 31 29 33 35 36 33 32 44 33

Ib/ft* 8. 1 1938

160A 50 50 48 52 53 57 55 60 72 55 17. 2 1938

160B 49 51 46 52 53 57 54 58 72 55 17. 2 1938

160C 51 49 44 51 53 56 54 56 72 54 17. 2 1938 160D 43 49 45 50 52 56 51 61 73 53 17. 2 1938

160E 43 50 43 48 51 55 50 62 74 53 17. 2 1938 160F 44 49 43 46 47 52 49 57 72 51 17. 2 1938

160G 44 53 44 46 46 54 50 56

/ 70 51 17. 2 1938

160H 46 46 44 43 48 51 46 49 60 48 17. 2 1938

1601 43 40 41 43 46 48 46 46 58 46 17. 2 1938

221 32 37 43 48 45 50 51 47 62 46 9. 1 1940

429 50 52 52 59 55 56 56 52 60 55 19. 0 F44 1950

51
Panel 137.

Panel 1137 A. Panel 137B.

Panel 136

A

Panel 136P

Panel 707. Panel 70S.

Panel 130. Panel 131

.

8-in. steel joists 20 in. on centers; on floor side 3-in. wood fiberloard clipped to joists , in. of concrete, }i-in. linoleum cemented to concrete; on ceiling side 1-in. wood fiberboard clipped to joist, J4 in. of sanded gypsum

plaster. Same joists and ceding as panel 137; on floor side high-rib metal lath attached to joists, 2 )

2

in. of concrete.

Yi-in. linoleum cemented to concrete. Same joists and floor as panel 137 A; on ceiling side high-rib metal loth attached to joists , and sanded gypsum

plaster with distance from underside of joists to surface of plaster being % in.

Steel floor section with flat top; on floor side 2 in. of concrete; on ceiling side a suspended ceiling of expandedmetal lath and % in. of sanded gypsum plaster; approximately Jj-in. air space between the metal section 'and

the plaster. Same steel floor section and ceiling as in panel 136A; on floor side in. of emulsiefid asphalt and'2'in. of

concrete.

PANEL 70 7 PANEL 708

2- by S-in. wood joists 16 in. on centers; %,-in. fiberboard ceiling; 1-in. pine subfloor and 1-in. pine finish floor. Same as panel 707, except ceiling was %-in. fiberboard, )4 in. of sanded gypsum piaster, and z i-in. fiberboard

surface.

ivr • iT PANEL 130

1

2- by 8-in. wood joists 16 in. on centers; on ceiling side expanded-metal lath and % in. of sanded gypsum plastei

;

on floor side xz

/\e,-in. subfloor and i3/i6-in. oak finish floor. Same as panel 130, except that 2- by 4-in. wood joists were used instead of 2- by 8-in. ivood joists.

52
Table 3. Souncl-transmission loss—floors

Transmission loss (in decibels) at frequencies (cycles per second)

Panel number

128 iga 256 1 384 j 512 j 768

|

1,024 2,048 4, 096 Average

128 to

4, 096 Tapping

loss

Weight Test Year of number test

STEEL JOISTS

137 31 51 44 46 52 55 58 64 74 53 w12

Ib/fl» 1934

137 A 37 46 47 48 52 56 59 65 75 54 14 1 935 137B 40 41 48 51 54 59 66 63 72 55 13 - 1 935

STEEL SECTION

136 A 34 44 43 51 52 57 59 65 72 53 6 1932

136B 42 49 52 56 60 64 67 77 83 61 21 1932

WOOD JOISTS

707 22 28 31 38 40 41 44 55 62 40 6 9. 6 708 31 23 30 40 40 44 47 56 68 42 11 15. S

130 23 24 34 41 48 60 33 11 17. 1

131 22 36 45 48 56 65 • 43 12 18. 8

* Averages for panels 130 and 131 obtained for frequencies 250, 512, and 1 ,024 cps.

1941

1941

1930

1930
Panel 114A. Panel 114B.

Panel 114C. Panel 114D.

Panel 701. Panel 702.

Panel 703. Panel 704.

PANEL II4A PANEL

2- by 4-in. wood joists 16 in. on centers; on ceiling side %-in. total thickness of wood lath and sanded gypsum

plaster; on floor side %-in. subfloor and %,-in. oak finish floor. Same'jas panel 114A, except that %-in. wood fiberboard was placed between the subfloor and the finish floor.

Same as ponel 114A, except that there was %-in. subfloor, %-in. wood fiberboard, and a floating floor consisting

of 1- by 2-in. furring strips, %-in. subfloor, and 3%-in. oak finish floor. Same as panel il4C, except that %-in. wood fiberboard was inserted between subfloor and finish floor in the bloating floor.

|

I

2- by 8-in. wood joists 16 in. on centers; on ceiling side %-in. fiberboard and J4 in. of sanded gypsum plaster; on floor side 1-in. pine subfloor and 1-in. pine finish floor. Same joists and ceiling as panel 701; on floor side 1-in. pine sxtbflooi , %-in. fiberboard, 1- by 3-in. furring 1 strips 16 in. on centers, and 1-in. pine finish floor.

Same as panel 701, except that a second ceiling was added. The second ceiling consisted of 1- by 3-in. furring

strips 16 in. on centers, yi-in. fiberboard, and % in. of sanded gypsum plaster. Same joists and floor as panel 701; ceiling was %-in. fiberboard, 1- by 3-in. furring strips 16 in. on centers, %-in. fiberboard, and % in. of sanded gypsum plaster.

54
Table 3. Sound-transmission loss—floors—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

128 j 192 256 384 512 768 1,024 2,048 4,096 Average,

128 to 4,096

Tapping

loss

Weight Test number

Year of

test

WOOD JOISTS—Continued

114A

114B

114C

114D

701

702

703

704

23

30

31

24

48

48

58 j 58 j

28

30

28

32

47

48

58

60

34

37

44

47

32

38

43

43

41

41

oo

54

47

50

45

49

52

52

49

50

50

50

62

63

55

57

48

56

»» Results obtained at 165 and 3,100 cps instead of 192 and 4,096 cps.

bb Averages obtained for 256, 512, and 1,024.

49

49

58

56

54

65

54

58

47 47

5/

57

69

79

79

77

bb 46

bb 46

bb 58

bb 59

45

50

45

47

db14

14

22

22

11

12

10

14

lb/ft 2

14. 3

16. 2

19. 0

15. 9

1928

1928

1928

1928

1941

1941

1941

1941
Panel 132 A.

Panel 132B. Panel 132C. Panel 133A. Panel 133B.

Panel 180A. Panel 180B. Panel 180C.

Panel 180D.

Panel 180E.

Panel 180F.

PANELS I32A.I32C PANEL I33A PANEL 133B

2- by 8-in. wood joists 16 in. on centers; on ceiling side expanded-metal lath and % in. of sanded gypsum

plaster ; on floor side 13/i e-in. subfloor, l-in. wood-fiber wool blanket, 2}2- by 2}i-in. hardpressed wood fiber- \ board squares spaced 16 in. on centers in each direction, 1%- by 1 %-in. nailing strips held in place by metal

straps, 1 %6-in. oak finish floor

.

This teas a floor in an apartment house supposed to be constructed the same as panel 1S2A.

Same as panel 132A, except that wood-fiber wool blanket was in. thick. Same as panel 132C, except that Yz-in. wood fiberboard was substituted for the 2}{S by 'Wi-in. squares, and l

3/i- by 1%-in. nailing strips 16 in. on centers were attached by one nail at each end. Same as panel 133A, except that the sheets of Y-in. wood fiberboard in the floor were replaced by strips of wood

fiberboard 2fli in. wide and 16 in. on centers.

2- by 6-in. wood joists; on floor side a subfloor, 2- by 2-in. of furring strips 16 in. on centers and a hardwood

finish floor; on ceiling side expanded-metal lath and % in. of sanded gypsum plastei

.

Same as panel 180A, except that Yz-in. wood-fiber wool blanket was laid on the subfloor, and the 2- by 2-in. \ furring strips were attached with special clips. Same as panel 180B, except the blanket was 1 in. thick.

Same as panel 180A, except that %-in. strips of wood fiberboard 6 in. wide were laid under the 2- by 2-in. wood furring, and the wood furring was attached to the wood fiberboard with special clips; strips of l-in. wood-fiber wool blanket 16 in. wide were laid between the wood furring strips. ’ Same as panel 180A, except that Y-in. wood-fiber wool blanket was laid on the subfloor, then Y- by 2}i- by

2Y~in. squares of wood fiberboard spaced 16 in. on centers in each direction, 2- by 2-in. wood furring held

in position by metal strips, and hardwood finish floor. Same as panel 180E, except wood-fiber wool blanket was 1 in. thick.

56
Table 3. Sou nd-transmission loss—floors—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

12;8 192 256 384 512 ' 768 1,024 1 2,048 4,096 Average128 to 4,096

Tapping

loss We*ht number

WOOD JOISTS

Continued

132A 32 57

132B 26 31 132C 26 36 133A 24 345048

48

62

56

56 133B 23 35 51 60

180A

180B

180C

35 23

32 37

35 38

24

38

37

32

46

48

34

48

49

39

52

52

42

55

55

180D 37 38 39 47 48 52

180E 32 32 33 41 44 49

180F 30 36 36 46 48 51

•« Averages obtained for frequencies 256 , 512, and 1,024 cps.

55

52

54

68

64

70

67

73

50

65

64

63

60

63

80

80

8082

80

62

76

75

75

72

I o

cc 47

cc 48

cc 47

cc 4g

cc 49

38

50

50

50

46

49

db19 1m

1715 19. 2

20

10 16. 3

16 16. 6

19 16. 7

18 16. 7

13 16. 6

16 16. 7

Year of

test

1 93 1

1931 1930

1931

1931

1938

1938

1938

193S

193S

1938
Panel 709.

Panel 710.

PANEL 709 PANEL 710

2- by 10-in. fir joists 16 in. on centers; on floor side pine subfloor, building paper, and 13/U-in. pine finish floor; on ceiling side. spring clips (same as used in panels 420 to 423, page 42), %-in. gypsum lath, and % in. of , sanded gypsum plaster. . . Joists and floor same as in panel 709; on ceiling side spring clips (same as in panel 425, page 34) held %-m.

horizontal metal rods bearing expanded-metal lath and % in. of sanded gypsum plaster.

Panel H5a panel iisb

Panel 115A. Suspended ceiling with floor and ceiling, each using 2- by 4-in. wood studs 16 in. on centers, with the ceiling

joists 2 in. lower a nd 4 in. on centers fro m the corresponding floor joists; on the ceiling side }{-in. wood fiber- board and % in. of sanded gypsum plaster; on the floor side %-in. subfloor and %-in. finish floor. Panel 115B. Same joists and ceiling as panel 115 A; on floor side %-in. subfloor, %-in. wood filer} oard, and a floating floor of 1- by 2-in. furring strips, %-in. subfloor, and 3%-in. oak finish floor.

/_///////////// /rjjjy// ////// //// /// /////////////// 77

j\\\ \\ \\ \ V\ UV\\muU

23

XX

m

£

PANEL 706

Panel 706. 2- by 8-in. wood floor joists 16 in. on centers, 2- by 4~in. wood ceiling joists 16 in. on centers, two by eights spaced 4 in. on centers from the two by fours; airspace between ceiling and floor set by two by tens at the edges

of panel; on ceiling side %-in. fiberboard and %2 in. of sanded gypsum plaster; on the floor side 1-in. pine \ svbfloor, %-in. fiberboard, 1- by 3-in. furring strips 16 in. on centers, 1-in. pine finish floor.

Panel 705. 2- by 8-in. wood joists 16 in. on centers; on floor side 1-in. pine subfloor and 1-in. pine finish floor; on ceiling . side %-in. fiberboard and % in. of sanded gypsum plaster; then an additional ceiling of 2- by 2-in. wood joists f 16 in. on centers, %-in. fiberboard, and % in. of sanded gypsum plaster was suspended 4 in. below upper ceiling h by screw eyes and wire loops 36 in. on centers; 5- by 5- by 2-in. fiberboard-block pads on each side of fastenings

j along two by twos to give 2-in. airspace between two by twos and first ceiling.
Table 3. Sound-transmission loss—floors—Continued

Panel number

Transmission loss (in decibels) at frequencies (cycles per second)

Weight Test number

Year of

test 128 192 256 384 512 768 1. 024 2,048 4,096 Average

128 to

4, 096

Tapping

loss WOOD JOIS1rs—Continued

709

710

1 15A

115B

705

42

42

41 40

44 45

47

47

dd 53

dd 62

54

65

46

48

48

49

44 50 ! 53 55

52

52

06 48 50 49 51 50 52

57

51

53

69

54

56

aa Results obtained at 165 and 3,100 cps instead of 192 and 4,096 cps.

•• Averages obtained for 256, 512. and 1,024 cps.

56

59

55

62

58

63

68

68

dd 55

dd 65

75

49

51

ee 53

ee 64

54

56

db19

22

22

30

25

26

IbSfi*

12. 6

16. 1

16. 7

20. 3

F43

F44

1949

1949

FI

1928

1928

1943

FI 1942
Panel 804. Panel 805.

Panel 801. Panel 802. Panel 803.

Panel 116A

Panel 116B

Panel 116C

4-in. reinforced concrete slab. Same as panel 804, except that on floor side was added l]iin. of concrete containing an asphalt-water emulsion.

4-in. reinfcreed concrete slab; on ceiling side %-in. furring strips 14}i in. on centers, expanded-metal lath, and

% in. of sanded gypsum plaster. Same as panel 801, with addition on floor side of approximately %2 in. of mastic and ji-in. parquet floor. Same as panel 801, with addition on floor side of approximately in. of mastic, Yi-in. fiberboard, approximately

%2-in. of mastic and %-in. parquet floor.

4-in. concrete slab reinforced with 3/&-in. diameter round rods placed 9 in. on centers; on ceiling side 1 %6- by 2-in. furring strips 16 in. on centers, }i-in. wood fiberboard, and in. of sanded gypsum plaster. Same slab and ceiling as panel 116A; on floor side 1- by 2-in. furring strips, %-in. subfloor, and %-z«. oak

finish floor. Same as panel 116B, except that Yt-in. woed fiberboard was inserted under furring strips.

60
Table 3. Sound-transmission loss—floors—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel Weight Test Year of number Average Tapping

loss number | test 128 192 256 384 512 768 1.024 2,048 4,096 128 t.0 4, 096 CONCRETE SLABS

804 37 805 38

801 39

802 43

803 41

1 16A

116B

116C

3338

38

44

42

ff 51

ff 59

ff 58

36 ; 44 40 j 44

39 39

44 43

39 44

55

57

58

4549

39

44

44

59

55

56

50

52

40

48

45

lf Results obtained at 165 and 3,100 cps instead of 192 and 4,096 cps.

** Averages obtained for 256, 512, and 1,024 cps.

5256

42

5250

56

68

66

60

66

50

58

62

53

65

67

67

72 47

51

db lb/ft 2 2 53. 4

8 63. 9

60 43

66 49

69 48

5 62. 2

8 65. 7 17 67. 0

ff 56 KK 57 I

ff (JO kk 60

ft 62 I 60

1 54. 4

30 58. 1

33 58. 9

F38 1948 F38 1948-9

F35 1947 F35 1947 F35 1947

1928

1928

192S

61
Panel 156.

Panel 158. Panel 157.

Panel 78A. Panel 78B.

Panel 117A,

Panel 1 17B,

4-in. concrete slab; on floor side special hangers spaced 34 in. on centers one way and 24 in. on centers the other way ( these hangers consisted of two stirrups 1)4 in. wide separated by a coiled spring and pieces of felt); connected to the hangers ivere 1%-in. metal channels 34 in. on centers; %-in. metal channels 16 in. on centers were

attached at right angles to the 1

l/i-in. metal channels; attached to the %-in. channels by metal clips were 3/s-in. gypsum lath, J4 in. of gypsum plaster, and J4 in. of acoustic plaster (trowel finish) . The edges of the gypsum

lath were held by clips similar to the “D” clips of panels 4%4> 433, 434> nnd 437 ( page 44)- On the upper

side of the gypsum lath was 3-in. ground cork. Same as panel 156, except 4-in. mineral wool used above gypsum lath. Similar to panel 156, except that 1 %-in. channels rested on bent pieces of spring steel whose centers were held in

stirrups attached to hangers; on top of the gypsum lath were 3 in. of ground scraps of gypsum wallboard and

gypsum lath.

6- by 12- by 12-in. three-cell hollow tile 18 in. on centers and concrete between tile and to a thickness of 2 in. above

the tile; on ceiling side Ys in. of sanded gypsum plaster. Same as panel 78A, except 2 in. of cinder concrete and 1 in. of cement were added to floor side.

4- by 12- by 12-in. three-cell hollow clay tile separated by 5 in. of concrete between the tiles; joints each reinforced by two 3/i-in. round rods; slab 6 % in. thick; on ceiling side were 1 Yi 6- by 2-in. furring strips 16 in. on centers,

Yt-in. wood fiberboard, % in. of sanded gypsum plaster. Same as ppnel 117A, except that a floating floor was added consisting of 1- by 2-in. furring strips, %-in. subfloor, and Ys-in. oak finish floor

.

62
Table 3. Sound-transmission loss—floors—-Continued

Transmission loss (in decibels) at frequencies (cycles per second)

Panel Weight

Tapping

loss

Test Year of number Average number test 128 192 256 384 512 768 1,024 2. 048 4, 096 128 to

4, 096 CONCRETE SLABS—Continued

db Iblft* 39 46 44 48 56 60 68 / i ii 1 936

158 37 46 47 50 57 60 69 77 55 12

1 1936

157 41 44 47 50 51 56 60 68 76 55 12

.

1936

COMBINATION TILE AND CONCRETE

Results obtained at 165 and 3,100 cps instead of 192 and 4,096 cps.

*> Averages obtained for 256, 512, and 1,024 cps.

6o
I

Panel 117C. Sameaspanel 117B (page62), except that fain, woodfiberboard was added between masonry slab and floating floor. Panel 118. Same as panel 117C, except that the ceiling was suspended from the slab by means of wires; ceiling composed of 2- by 4-in. wood joists 16 in. on centers , }i-in. wood fiberboard, in. of sanded gypsu m plaster.

Panel 129a panel 129b Panel 129c

Panel 129A. 4- by 12- by 12-in. three-cell hollow clay tile ( rows of tiles placed 6 in. apart) and concrete, panel 6 in. thick; on ceiling side in. of sanded gypsum plaster; on floor side 2- by 2-in. furring strips 16 in. on center grouted

into concrete and 13/i$-in. oak finish floor. Panel 129B. Same as panel 129A, except that spring steel clips were inserted between the concrete and the furring strips. Panel 129C. Sa?ne as panel 129B, except that Yi-in. gypsum lath was substituted for the oak floor and l}i in. of gypsum

cement was applied on top of the lath.

Panel 76. 8-in. four-cell tile; on ceiling side % in. of sanded gypsum plaster; on floor side 2- by j-in. wood strips 16 in. on

centers laid on the SY^-in. side and fastened to the top surface, and the space between the wood strips filled with cinder concrete, then %-in. maple finish floor

.

Panel 77. 8-in. jour-cell tile; on ceiling side % in. of sanded gypsum plaster; on floor side 2 in. of cinder concrete and 1 in. of cement.

64
Table 3. Sound-transmission loss—floors—Continued

Transmission loss (in decibels) at frequencies (cycles per second) Panel number

12S 192 2o6 384 512 768 1.024 2. 048 4, 096 Average

128 to 4,096

Tapping

loss

117C I " 64

118 " 68

1 29A 36

129B 37 129C 43

COMBINATION TILE AND CONCRETE—Continued

7068

38

47

50

69 >76

54

73

77

" 68 >» 77

kk 66

kk 69

55 kk 41

(") kk 58

(ii) kk 61

35

51

23

3338

nSr

Ib/ft 2 74. 2 . 72. 8

Year of

test

1928

1928

1930

1930

1930

76

77

46

47

FLAT ARCH

Ib/fl* 48 54 mm 54 kk 47 76

47 50 mm 49 kk 47 S5

1927

1927

ii Results obtained at 165 and 3,100 eps instead of 192 and 4,0% cps.

kt Averages obtained for 256 and 1,024 cps. n Sound inaudible.

“ra Results obtained at 3,100 cps instead of 4,096 cps.
14. Numerical Index of Test Panels

Panel Page Panel

25 20 136B

26 20 137

60 14 137A

61 14 137B

62 16 138

63 16 139 64 16 140

16 141 66 16 142 68 16 143A

69 16 143B

71 16 144 72 16 145

73 16 146 74 16 147A

75 18 147B

76 64 148 77 64 149 78A 62 150 78B 62 151 79 20 152 80 20 153

81 20 154__ 82 20 155. 83 20 156__ 84 20 157

85 20 158 86 30 159

93 10 160 A

94 10 160B

95 - _ 10 160C

96 10 160D

98 10 160E

101 10 160F

102 10 160G

103 _ 10 160H

106 10 1601

110 10 161 111 10 162

114 A 163 114B 54 164 114C - ^ 165 _ - 114D 54 166A

115A 58 166B

115B 58 167 __ 116A 60 168 116B 60 170 116C _ 60 171 A _ 117A __ 62 171B

117B 62 171C _ 117C 64 172 118 64 173A119 32 173B

120 30 173C

123 30 174 _ , , 124 30 175-_- - _ --_ 125 30 176

126 30 177

127 28 178 129A 64 179 A

129B- _ . 64 179B

129C 64 179C- - _ 130 52 179D - 131 52 180A

132A 56 180B

132B 56 180C

132C _ 56 180D

133 A 56 180E - 133B 56 180F.. . 136A 52 I 181

Panel Page Panel Page

182 10 422 -_ - - 42

201 32 423 42

202 36 424 44

203 _ _ _ _ 36 425 34 204 -. 36 426 46

205 _ . 30 427 46

: 206 30 428 - - 22

207 _ 30 429 50

208 . 30 430 26

t 209 30 431 26 210 . 30 433 44

211 _ _ 28 434 _ 44 212 _- 28 1 435 46

t 213 _ _ _ _ - 30 436 46

t 214 28 437 44

215 28 501 26

216_ - - 28 j 502 26 217 28 1 503 20 218 28 504 22

219 30 505 24 220 ----- 30 506- 22

221 50 507--- 24

222 48 508 24

223-_ 48 509 24

224 34 510 - - 22

225 34 511 22 226 36 512 22 227 36 513 24 228 32 514-- 24

1 229 : 48 515 24 230—See 434 44 516 22

i 231—See 437 44 517 22 232 12 518 26

i' 233 12 519 26 234 34 520 22

235 34 521 22 236 36 522 22

301 - 18 523 26 302 16 524 26

303 - 16 525 26 304 18 526 20

305 - - -

_

18 527 20 306 12 ; 528 22 307 20 601- 10 308 14 602 12 309 18 603 12 310 18 604 12 311 14 605 10

312--. 14 ; 606 . 10

i 401 38 ' 607 _ 10 402 38 612- . 10 403- 38 613 10 404 38 701 54

405--. 38 702 54 406 38 703 - - 54 407 38 704 54 408 - 38 705 _ 58 409 38 706 58 410 38 707 52

411 38 708 52 412 38 709 - 58 413 40 710_ 58 414 40 801 60 415 _ 40 802 60 416 42 803 60

417-- 42 804_ 60 418 42 805- 60 419 42 420 42

| 421 42

Washington, April 20, 1954.

Page

52

52

5252

18

14

16

1616 48

48

14

141212

1236

3638

38

3838

26

14 62

62

62

50

5050

5050

50

50

50

50

50

183232

32

3248

48

38

38

26

2626

26

26

1414

1432

34

40

4040

28

28

28

28

56

56

5656

56

56

10

66 U. S. GOVERNMENT PRINTING OFFICE: 1955
BUILDING MATERIALS AND STRUCTURES REPORTS

[Continued from cover page u]

BMS32 Structural Properties of Two Brick-Concrete-Block Wall Constructions and a Concrete- Block Wall Construction Sponsored by the National Concrete Masonry Association. * BMS33 Plastic Calking Materials * BMS34 Performance Test of Floor Coverings for Use in Low-Cost Housing: Part 1 15<1 BMS35 Stability of Sheathing Papers as Determined by Accelerated Aging * BMS36 Structural Properties of Wood-Frame Wall, Partition, Floor, and Roof Constructions

With “Red Stripe” Lath Sponsored by The Weston Paper and Manufacturing Co. 10fi BMS37 Structural Properties of “Palisade Homes” Constructions for Walls, Partitions, and

Floors, Sponsored by Palisade Homes * BMS38 Structural Properties of Two “Dunstone” Wall Constructions Sponsored by the W. E. Dunn Manufacturing Co 10£ BMS39 Structural Properties of a Wall Construction of “Pfeifer Units” Sponsored by the Wisconsin Units Co 10j5 BMS40 Structural Properties of a Wall Construction of “Knap Concrete Wall Units” Sponsored

by Knap America, Inc * BMS41 Effect of Heating and Cooling on the Permeability of Masonry Walls * BMS42 Structural Properties of Wood-Frame Wall and Partition Construction with “Celotex”

Insulating Boards Sponsored by The Celotex Corporation * BMS43 Performance Test of Floor Coverings for Use in Low-Cost Housing: Part 2 * BMS44 Surface Treatment of Steel Prior to Painting * BMS45 Air Infiltration Through Windows 20£ BMS46 Structural Properties of “Scott-Bilt” Prefabricated Sheet-Steel Construction for Walls,

Floors, and Roofs Sponsored by The Globe-Wernicke Co * BMS47 Structural Properties of Prefabricated Wood-Frame Constructions for Walls, Partitions, and Floors Sponsored by American Houses, Inc 20£

BMS48 Structural Properties of “Precision-Built” Frame Wall and Partition Constructions

Sponsored by the Homasote Co * BMS49 Metallic Roofing for Low-Cost House Construction 25?5 BMS50 Stability of Fiber Building Boards as Determined by Accelerated Aging * BMS51 Structural Properties of “Tilecrete Type A” Floor Construction Sponsored by the

Tilecrete Co * BMS52 Effect of Ceiling Insulation Upon Summer Comfort 15£ BMS53 Structural Properties of a Masonry Wall Construction of “Munlock Dry Wall Brick”

Sponsored by the Munlock Engineering Co 10<5 BMS54 Effect of Soot on the Rating of an Oil-Fired Heating Boiler 10£ BMS55 Effects of Wetting and Drying on the Permeability of Masonry Walls * BMS56 A Survey of Humidities in Residences 10£ BMS57 Roofing in the United States—Results of a Questionnaire * BMS58 Strength of Soft-Soldered Joints in Copper Tubing 15£ BMS59 Properties of Adhesives for Floor Coverings * BMS60 Strength, Absorption, and Resistance to Laboratory Freezing and Thawing of Building

Bricks Produced in the United States 30(£ BMS61 Structural Properties of Two Nonreinforced Monolithic Concrete Wall Constructions. * BMS62 Structural Properties of a Precast Joist Concrete Floor Construction Sponsored by the Portland Cement Association * BMS63 Moisture Condensation in Building Walls * BMS64 Solar Heating of Various Surfaces 10<i BMS65 Methods of Estimating Loads in Plumbing Systems 20i BMS66 Plumbing Manual 40£ BMS67 Structural Properties of “Mu-Steel” Prefabricated Sheet-Steel Constructions for Walls,

Partitions, Floors, and Roofs, Sponsored by Herman A. Mugler 20p

BMS68 Performance Test for Floor Coverings for Use in Low-Cost Housing: Part 3 25i

BMS69 Stability of Fiber Sheathing Boards as Determined by Accelerated Aging 10jl BMS70 Asphalb-Prepared Roll Roofings and Shingles 20£ BMS71 Fire Tests of Wood- and Metal-Framed Partitions 30£ BMS72 Structural Properties of “Precision-Built, Jr.” Prefabricated Wood-Frame Wall Construction Sponsored by the Homasote Co * BMS73 Indentation Characteristics of Floor Coverings 10*5 BMS74 Structural and Heat-Transfer Properties of “U. S. S. Panelbilt” Prefabricated SheetSteel Constructions for Walls, Partitions, and Roofs Sponsored by the Tennessee

Coal, Iron & Railroad Co 20d BMS75 Survey of Roofing Materials in the North Central States 15<$ BMS76 Effect of Outdoor Exposure on the Water Permeability of Masonry Walls * BMS77 Properties and Performance of Fiber Tile Boards * BMS78 Structural, Heat-Transfer, and Water-Permeability Properties of Five Earth-Wall

Constructions 35i BMS79 Water-Distributing Systems for Buildings 20«1 BMS80 Performance Test of Floor Coverings for Use in Low-Cost Housing: Part 4 25e BMS81 Field Inspectors’ Check List for Building Constructions (cloth cover, 5 x 7)£ inches).. 35<

•Out of print. [Inst continued on cover page iv]
BUILDING MATERIALS AND STRUCTURES REPORTS

[Continued from cover page in] BMS82 Water Permeability of Walls Built of Masonry Units 25(4 BMS83 Strength of Sleeve Joints in Copper Tubing Made With Various Lead-Base Solders 150 BMS84 Survey of Roofing Materials in the South Central States * BMS85 Dimensional Changes of Floor Coverings With Changes in Relative Humidity and

Temperature * BMS86 Structural, Heat-Transfer, and Water-Permeability Properties of “Speedbrik” Wall

Construction Sponsored by the General Shale Products Corporation 150 BMS87 A Method for Developing Specifications for Building Construction—Report of Subcommittee on Specifications of the Central Housing Committee on Research,

Design, and Construction 200 BMS88 Recommended Building Code Requirements for New Dwelling Construction With

Special Reference to War Housing * BMS89 Structural Properties of “Precision-Built, Jr.” (Second Construction) Prefabricated Wood-Frame Wall Construction Sponsored by the Homasote Co 150 BMS90 Structural Properties of “PHC” Prefabricated Wood-Frame Constructions for Walls,

Floors, and Roofs Sponsored by the PHC Housing Corporation 150 BMS91 A Glossary of Housing Terms * BMS92 Fire-Resistance Classifications of Building Constructions 350 BMS93 Accumulation of Moisture in Walls of Frame Construction During Winter Exposure. _ * BMS94 Water Permeability and Weathering Resistance of Stucco-Faced, Gunite-Faced, and

“Knap Concrete-Unit” Walls * BMS95 Tests of Cement-Water Paints and Other Waterproofings for Unit-Masonry Walls 250 BMS96 Properties of a Porous Concrete of Cement and Uniform-Sized Gravel 100 BMS97 Experimental Dry-Wall Construction With Fiber Insulating Board * BMS98 Physical Properties of Terrazzo Aggregates * BMS99 Structural and Heat-Transfer Properties of “Multiple Box-Girder Plywood Panels” for Walls, Floors, and Roofs * BMS100 Relative Slipperiness of Floor and Deck Surfaces * BMS101 Strength and Resistance to Corrosion of Ties for Cavity Walls * BMS102 Painting Steel 150 BMS103 Measurements of Heat Losses From Slab Floors * BMS104 Structural Properties of Prefabricated Plywood Lightweight Constructions for Walls,

Partitions, Floors, and Roofs Sponsored by the Douglas Fir Plywood Association.. * BMS105 Paint Manual with particular reference to Federal Specifications $1. 50 BMS106 Laboratory Observations of Condensation in Wall Specimens 150 BMS107 Building Code Requirements for New Dweling Construction * BMS108 Temperature Distribution in a Test Bungalow With Various Heating Devices 150 BMS109 Strength of Houses: Application of Engineering Principles to Structural Design $1. 75 BMS110 Paints for Exterior Masonry Walls 200 BMS111 Performance of a Coal-Fired Boiler Converted to Oil 150 BMS112 Properties of Some Lightweight-Aggregate Concretes With and Without an Air- Entraining Admixture 150 BMS113 Fire Resistance of Structural Clay Tile Partitions 150 BMS114 Temperature in a Test Bungalow With Some Radiant and Jacketed Space Pleaters 250 BMS115 A Study of a Baseboard Convector Heating System in a Test Bungalow 200 BMS116 Preparation and Revision of Building Codes 200 BMS117 Fire Resistance of Walls of Lightweight Aggregate Concrete Masonry Units 250 BMS118 Stack Venting of Plumbing Fixtures 250 BMS119 Wet Venting of Plumbing Fixtures 250 BMS120 Fire Resistance of Walls of Gravel-Aggregate Concrete Masonry Units 150 BMS121 Investigation of Failures of White-Coat Plasters 300 BMS122 Physical Properties of Some Samples of Asbestos-Cement Siding 200 BMS123 Fire Tests of Wood-Framed Walls and Partitions With Asbestos- Cement Facings 150 BMS124 Fire Tests of Steel Columns Protected With Siliceous Aggregate Concrete 150 BMS125 Stone Exposure Test Wall 300 BMS126 The Self-Siphonage of Fixture Traps 200 BMS127 Effect of Aging on the Soundness of Regularly Hydrated Dolomitic Lime Putties 150 BMS128 Atmospheric Exposure Tests of Nailed Sheet Metal Building Materials 200 BMS129 Fire Endurance of Shutters for Moving-Stairway Openings 100 B MS130 Methods and Equipment for Testing Printed-Enamel Felt-Base Floor Covering 150 BMS131 Fire Tests of Gunite Slabs and Partitions 150 BMS132 Capacities of Plumbing Stacks in Buildings 250 BMS133 Live Loads on Floors in Buildings 250 BMS134 Fire Resistance of Concrete Floors 150 B MS135 Fire Tests of Steel Columns Encased With Gypsum Lath and Plaster 150 BMS136 Properties of Cavity Walls 150 BMS137 Influence of the Wash From Bronze on the Weathering of Marble 150 BMS138 Effect of Edge Insulation Upon Temperature and Condensation on Concrete-Slab

Floors 200 BMS139 Studies of Stone-Setting Mortars 250 BMS140 Selected Bibliography on Building Construction and Maintenance 300 BMS141 Fire Endurance of Open-Web Steel Joist Floors with Concrete Slabs and Gypsum

Ceilings 200 BMS142 Frost Closure of Roof Vents 250 BMS143 Fire Tests of Brick Walls 350 BMS144 Sound Insulation of Wall and Floor Constructions 400

•Out of print.