The program of research on building materials and structm-es, carried on by the

National Bureau of Standards, was undertaken with the assistance of the Central Housing Committee, an informal organization of governmental agencies concerned with

housing construction and finance, which is cooperating in the investigations through a subcommittee of principal technical assistants.

CENTRAL HOUSING COMMITTEE

SUBCOMMITTEE ON TECHNICAL RESEARCH

Walter Junge, Chairman.

Federal Housing Administration.

A. C. Shire, Vice Chairman.

United States Housing Authority.

Sterling R. March, Secretary.

Albert G. Bear,

Veterans' Administration.

Pierre Blouke,

Federal Home Loan Bank Board (Federal Loan Agency).

Carroll W. Chamberlain,

Public Buildings Administration (Federal Works Agency).

Joseph M. DallaValle,

Public Health Service (Federal Security Agency).

John Donovan,

Farm Security Administration (Agriculture).

George E. Knox,

Yards and Docks (Navy).

Vincent B. Phelan,

National Bureau of Standards (Commerce).

Edward A. Poynton,

Office of Indian Affairs (Interior).

George W. Trayer,

Forest Service (Agriculture).

Elsmere J. Walters,

Construction Division (War),

CHAIRMEN OF SECTIONS

Specifications Maintenance

Carroll W. Chamberlain Charles Peters

Mechanical Equipment

Robert K. Thulman

NATIONAL BUREAU OF STANDARDS

STAFF COMMITTEE ON ADMINISTRATION AND COORDINATION

Hugh L. Dryden, Chairman.

Mechanics and Sound.

Phaon H. Bates,

Clay and Silicate Products.

Hobart C. Dickinson,

Heat and Power.

Warren E. Emley,

Organic and Fibrous Materials.

GusTAv E. F. Lundell,

Chemistry.

Addams S. McAllister,

Codes and Specifications.

Henry S. Rawdon,

Metallurgy.

The Forest Products Laboratory of the United States Department of Agriculture

is cooperating with both committees on investigations of wood constructions.

{For list of BMS publications and how to purchase, see cover page III.]
UNITED STATES DEPARTMENT OK COMMERCE • Harry L. Hopkins, Secret.-. NATIONAL BUREAU OF STANDARDS • Lyman J. Briggs, Director

BUILDING MATERIALS

and STRUCTURES

REPORT BMS49

Metallic Roofing for

Low-Cost FI(juse Construction

hy I.EO J. WALDRON

ISSUED MAY 7, 1940

The National Bureau of Standards is a fact-finding organization;

it does not "approve" any particular material or method ot construction. The technical findings in this series of reports are to be construed accordingly.

UNITED

FOR SALE

STATES GOVERNMENT PRINTING OFFICE • WASHINGTON

BY THE SUPERINTENDENT OF DOCUMENIS, WASHINGTON, D. C. • PRICE lO

I 940

CENTS
Foreword

This report was written in response to a widespread demand for descriptive information on the properties, apphcation, and uses of various metalhc roofing materials

suitable for low-cost house construction, and is based upon results obtained by the

National Bureau of Standards and its work on the weathering qualities of roofing materials, data furnished by manufacturers of metal roofing, and information found in

various publications.

A similar report on asphalt roofing materials is in preparation.

Lyman J. Briggs, Director.

["]
Metallic Roofing For Low-Cost House

by LEO J. WAJ.IJRON

(Construction

CO NT

Page Foreword r

I. Introduction 1 II. General aspects of metal roofing 2

III. Consideration of metals for roofings 2

1. General ' 2

2. Effects of temperature 3

3. Relative weights of roofing materials 3

4. Fire and lightning protection. _ ^ 4

5. Mechanical strength and rigidity,. 4

IV. Basic principles of metal-roof construction 4

1. General 4

2. Seams 4

(a) Lap seam 4

(b) Flat-lock seams 5

(c) Single-lock seam 5

(d) Standing seam 5

(e) Double-lock seam 5

(f) Loose-lock seams 6

(g) Batten seams 6

3. Roof decks 6

4. Nails for metal roofs 7

5. Galvanic action 7

6. Types of metal roof coverings 8

(a) Flat sheets with various types

of seams. 8

(1) Batten-seam roofing 8

(2) Standing-seam roofing, 8

(3) Flat-seam roofing 9

(b) Corrugated roofing 9

(c) Roofing units 9

7. Units of roof measurement 10

EN TS

V. Galvanized shoot steel I i 1. General i i 2. Tyi)os of galvanized steel roofing I 1 (a) V-crinip roofing., \-> (b) Clorrugatod sheets, 12

(c) Pr(!ssed standing-.seam rotjf- ing 13

(d) Rolled roofing 13

(e) Shingles 13

(f) Patented features 14

3. Durability of galvanized ferrous sheets 14

(a) Details of American Society

for Testing Materials tests, 1.5 (b) Results of American Societj' for Testing Materials tests. 15

VI. Terne roofing 17

1. General 17

2. Types of terne roofings 18

(a) Flat-seam roofs 18

(b) Standing-seam roofs 18

(c) Batten- and combinationtype roofs 18 VII. Maintenance of terne and galvanized

roofs 19

1. Galvanized roofs 19

2. Terne roofs 19

VIII. Copper roofing 19

1. General 19

2. Types 22

(a) With standard-weight sheets. 22

(b) With lightweight sheets 22

IX. Summary 22 X. Selected references 23

ABSTRACT

The general aspects and status of metals utilized for roofing jjurposes are discussed. Consideration which

apply in general to all roofing materials and to metals in particular are given. Basic principles of metal-roof

construction are listed, together with descriptions of the type of seams, decks, nails, and coverings used. Galvanized sheet steel, terne, and copper roofings are discussed in detail because they constitute the bulk

of present-day roofs. The durability of galvanized

sheet-steel roofings is shown by the data obtained from

outdoor-exposure tests conducted by the American

Society for Testing Materials. Information on the maintenance of terne and gal- vanized roofs is given.

I. INTRODUCTION

This publication describes the various types

of conventional and commercially available

metallic roofing nurterials suitable for use in low-cost house construction. Such materials

need not necessarily be low cost m themselves

to meet this classification. The proportionate

cost of the roof covermg to the total cost of a house is relatively small; therefore, most roof- ing materials can be used on houses costing

$5,000 or less, provided that the initial cost of the covering is not excessive and that its use

[1]
does not involve too great an expenditure for decking, roof structure, etc. Furthermore, a material may be suitable for low-cost housing

in one location but not in another because of either the variation in cost according to geographic location or the unsuitability of some materials to withstand certain climatic or local atmospheric conditions.

Surveys of the weathering qualities and the extent of use of roofing materials in two large eastern sections of the United States, repre- senting difl'erent climatic conditions, have been

made and are described in Building Materials

and Structures Report BMS6, Survey of Roofing Materials in the Southeastern States^ and

BMS29, Survey of Roohng Materials in the

Northeastern States.^ Sheet-metal roofing has become fairly well

standardized, so that full constructional details

of installation need not be given here. This

information may be found in standard handbooks and in various manuals issued by the

manufacturers of metallic roofing [1].'^

II. GENERAL ASPECTS OF METAL

ROOFING

Metal roof coverings formerly had a much

wider use than at present and were equally

|)opular in cities, villages, and rural districts. The use of suitable materials and their skillful application and proper maintenance were re- sponbible for their long life. Many of these

metal roofs, with years of service behind them, can be found in various sections of the coimtry

at the present time.

The roofing situation has changed considerably within recent years, howe\ or. Apparently

social influences and general appeai'ance have

been important factors in restricting the use of ferrous metal roofing. The wide use of this class of material on lower-cost dwellings in cities and rural sections has imfortunately classified

it as a "cheap" material. Improper methods

of application and inadequate maintenance ren- dered the sheet roofings imsightly and the con- ventional patterns of stamped shingles had little appeal. Withm recent years, on the other

1 Price 15 cents. See cover page III.

2 Price 10 cents.

3 Figures in brackets indicate the literature references at the end ol this report.

hand, manufacturers of nonmetallic roofing have

been emphasizing the pleasing color eft'ects that can be obtained with their materials, and architects are striving for roofs that are individualistic and that do not repeat the same pattern over the entire surface of the roof. Recently

manufacturers of metal roofings have been

giving more consideration to the appearance of their products, resulting in the increased application of sheet-metal roofs of low cost. Galvanized ferrous metals, copper, and roofing ternes are the principal metals now being

used in roof construction. Separate sections

in this report are devoted to discussions of the

utilization of these three roofing materials.

The use of zinc, lead, aluminum, Monel

metal, porcelain-enameled steel, lead-coated

steel, painted black steel, and bitimiinouscoated steel for roofing purposes has been actively promoted. However, their use in lowcost house construction has been limited. This

does not mean, necessarily, that they are ex- cluded from this field, because future developments and trends may change their present

classification entirely. Various metals are widely used for accessories, such as flashings,

valleys, gutters, and downspouts, with metallic

or nonmetallic roofs. These items are of major

importance and will be discussed in a separate

publication.

III. CONSIDERATION OF METALS FOR

ROOFINGS

1. General

The fimdamental reciuirements of any roofing

mateiial are To form a satisfactory cover to keep out

water and protect the property and its occu- pants from the weather.

To have long durability under service conditions. To be capable of being easily applied to form a roof. To have a pleasing appearance.

Numerous other factors may be worthy of consideration. They need not necessarily be fundamental in nature, although they are of importance in the selection of any specific

material. These are eft'ects of temperatiu-e,

relative weights of the material when laid as
a roof and the ability of a roof structure to support a given material, fire and lightning

protection, and mechanical strength and rigidity.

I 2. Effects of Temperature

i The fact that all metals used for roof con

I struction expand and contract with changes

in temperature accounts largely for the prevailing design of metal roofings. The particular design to be employed will be that one of the basic types best adapted to the structure

i and, generally, the one that will fulfill the

fundamental requirements previously mentioned.

The movement of metal sheets resulting

from temperature changes is much greater

than for other types of roofing materials.

The rate of expansion and contraction

j differs with each metal. The approximate

changes (expansion or conti'action) in an 8-foot

sheet of the principal roofing metals used

resulting from a 150° F variation in temperature are as follows:

Iron %4 in. Monel metal %4 in. Copper %4 in. Aluminum in. Lead i%4 in. Zinc i%4 in.

j The change in dimensions resulting from

! temperature differences for any metal roofing

j sheet can be calculated from the linear coeffiI cient of expansion of that metal, which may be

' defined as "the rate at which the unit of length

jj changes, under constant pressure, with a

II change of unit temperature." It should be

remembered that these changes of dimension

result equally in all planes of the metal, and

are the same regardless of the thiclcness of the

metal. Thus a 1-ft square piece of thin copper,

a few thousandths of an inch in thickness,

will change in length and width the same

I amount as a heavier piece (say, 16-oz sheet,

0.021 in. thick) of the same size, under similar

I temperature differences. An important constructional item frequently neglected is, that

I provisions for expansion and contraction of a

I metal roof must cover both longitudinal and

transverse movement.

Failure to provide adequately for these

changes in dimensions of the roofing sheets

manifests itself in the setting up of stresses in

the metal, the magnitude of whidi (Idoiii)

and may ultimately ci-ack (lie iiicl;il -lied. Wiien instiiUing a metal lOdf con-idciii i ion shouhl be given to the season in uliich the metals are assendih'd. If laid (hiiing the smnmer, when the teniperatui'c is close to miiximum, the metal will requir'c lilllc jx-ovision for expansion but ample means for coiitiju iioii. The reverse is true if the work is Ciirrierl oni in cold weather, when subs('(|iicni cxijnnsion must

be provided for. Installation of metal i-ools in this country

requires either the fastening of the metal sheets

to the roof deck with metal cleats, together

with suitable joints and seams to compensfite

the temperature movements, or small-si/,c(|

sheets to be nailed to the deck as indi\ idual

units; all these units being made continuous by means of laps or loose-fitting seams. In ilic latter case, movement resulting from tenipeiii- ture changes is so slight for the area involved

as to be practically negligible. One possible

exception is the flat-seam roof, in which small

sheets are all locked and soldered together.

Expansion and contraction for these areas result in only a slight buckling at the center of each

sheet. Exceedingly high or low temperatures may

greatly affect the durability of some roofing

materials. Extreme heat decreases their rela- tive life over that observed at normal temperatures, while low temperatures may cause some

materials to become brittle and to be easily

broken by strong winds. The life of metal

roofing is just as long in a hot climate as in an

extremely cold one.

3. Relative Weights of Roofing Materials

The weight of any roofing material, wlien

laid, must be taken into consideration in designing the roof structure. These weights vary

widely, as is mdicated in table 1. A roof structure must have sufficient strength

to support the covering materials, as well as snow loads, and to resist the force of high winds.

This may definitely limit the type of roofiiig

that can safely be used. Heavy roofing materials requii-e stronger deck construction than

lighter materials, which increases the total cost

of the roof.

[3]
Table 1. —Weights of roofing materials when It

Material Approximate

weight

Terne Plate: IC grade

7A' grade., Onrriigatod galvanized shectr 20 gage

22 gage

26 gage V-Crimp galvanized sheet: 20 gage

22 gage

26 gage

7inc sheet, 20 gage Copper sheet:

16 oz/ft2 10 oz/ft2

3 oz/ft2 Lead sheet, \i in. thick Wood shingles Cement asbestos shingles

Slate

Tile^:Plain Spanish Asphalt shingles Asphalt roll roofing "Built-up roofing" (saturated felt, bitumen, and slag or gravel)

60.

75.

215.

180.

120.

215.

175.

120. 125.

130.

80.

60. 750. 250. 275 to 600

500 to 1,000

1, 800.

850. 130 to 325

35 to 80

400 to 675

1 A roofing square is a 100 ft^ area of a roof. These weights may vary considerably, depending upon design of the material, allowance for lapping, etc.

As a class, metal sheets are the lightest of all roofing materials. Prefabricated sheets of iron

and steel roofing have great strength and rigidity without adding undue winght to the roof.

4. Fire and Lightning Protection

A metal roof offers protection to the building

against fire resulting from sparks or falling embers. Buildings covered with metal roofing

generally receive the benefit of the lowest in- surance rates. Metal roofs that are grounded properly axe reasonably safe from damage by lightning.

Directions covering the grounding of inettil roofs are given in Farmers' Bulletin 1512 [2] and in National Bureau of Standards Handbook H21 [3].

5. Mechanical Strength and Rigidity

Many types of metal roofing add strength

and rigidity to the supporting structure. Some

of them, particularly corrugated galvanized

sheets, do not require closely laid sheathing

and represent a saving in construction costs

to the owner. These roofs are as strong and

rigid as those which require solid sheathing.

IV. BASIC PRINCIPLES OF METALROOF CONSTRUCTION

1. General

Sheet-metal roofs are normally installed by

assembling individual sheets of limited size,

using the joints, or seams, described in the

following sections. The provision for adequate

expansion and contraction under changes in temperature by the use of small sheets and

joints or seams, constitutes the principal fac- tor in the satisfactory installation of metal

roofings. For this reason, and in contrast with other types of roofings, the individual

sheets usually are not nailed to the deck but

are held by cleats (of the same metal), nailed

to the roof deck, and then incorporated in the seam or joint. If the roof is flat (pitch of 3

in. to the foot or less), soldering of the assembled sheets is necessary to produce a waterproof surface. There is less soldering on roofs

of greater pitch than on flat ones, and the

soldering is largely confined to ridges and hips

where fitting of members cannot be done with

standard seams.

2. Seams

A vital point in all metal-roofing construction is the method employed in fastening to- gether the individual sheets, or units, into the

contmuous roof. The following conditions

govern the selection of the method:

Durability of the roof- its freedom from

leaking and ability to resist weathering, high

winds, etc. Expansion and contraction of the metal.

Slope of the roof. Appearance of the finished roof. Installation costs. Various types of seams and joints are employed hy sheet-metal workers in meeting these

requirements.

(a) Lai) Seam

The lap seam is the simplest of all roofing seams (fig. 1), and is widely used on preformed

sheets such as V-crimp and corrugated roofings

and on shingles. It is also used in fiashing,

gutter, downspout, cornice, and valley con-

[4]

i
struction. Free movement of the two sluM^ts at the lap is unhiimpered if the joint is unsoldered. In mechanical strength, the lap seam

is one of the weakest soldered joints used in roofing. This type of seam may also be riv- eted. The unsoldered lap seam is subject to penetration of water by capillary action.

A B

Figure 1. —Lap seam.

Unsoldered seam is illustrated by A and soldered seam by B.

(6) Flat-lock Seams

The flat-lock seam widely used for soldered

flat-seam roofing is made by bending a strip,

approximately % in. wide, along the butting

A B

FiGURK 2.

Flat-lock seam.

Ooinmon-lock seam is illustrated by A and groove-lock seam by B.

edges of two adjacent sheets through 180° in opposite directions, hooking the two bent portions together, and flattening, with a mallet,

the seam thus formed. Cleats

are installed wherever necessary

during the latter operation. Fig- ure 2 (A) illustrates the common

lock or hook seam. If the metal on the high side of the hook seam

is pounded with a grooving tool so that it is flush with the roof

deck, the resulting seam is known

as a groove-lock, or flat-lock, seam (fig. 2 (B)). This seam may also be developed between

two adjacent sheets after the

sheets have been placed on the

roof deck (fig. 3). The seam is I then dressed with a mallet and

soldered. It should be well

sweated with solder so as to fill the lock

completely.

(c) Single-lock Seamwhvvv, slicets pass over sli!ir|) angles, as m i-ociiers. It may be considcwed tlu; second step in the development of a standing scam (sec fig. 4.)

(d) Stand.itui Seam

The stiinding scam is employed lo I'a-lcn sheets together, ample provision heing made loi- their expansion and contraction. Figure 4 illus- trates the essential steps in forming the doublelock standing seam, which is gcnciallx unsoldered. The transverse movement ol tlic >licct resulting from temperature changes is absorbed

by movement of the metal at the base of the

joint. Thus, it is important to consider the

temperature at the time of installation in oi'dcr to allow for subsequent movement. Provision

for expansion is made by leaving a space at the

bottom of the seam. The 1-in. finished standing seam commonly

used is made by turning the edges of adjacent

sheets 1)^ and 1% in., respectively, while a

'%-in. finished seam is made by turning the edges

1 and V/i in., respectively.

In addition to its general use in roof construction, the standing seam is sometimes inserted

1

Figure 3.Development of a flat seam.

n i

2 3 4

Figure 4.

Developmc?d of a standing scam.

at the high point of a flat roof or in a gutter

to provide for expansion and contraction.

The single-lock seam is of very simple construction but is relatively weak and has insufficient rigidity. It is little used, except possibly

(e) Dotibh -lock S( am

The double-lock seam is frequently used in roofing work, particularly with some of the

[5]
newer, lightweight copper roofs. Essentially,

it is a standing seam bent flat, as shown in figure 5. Cleats are usually made a part of the seam. On the heavier grades of roofing

sheets, these seams can be made by bending

the edges to form half of the seam, interlocking

Figure b.— DoiMe-lock seam.

the two edges by slipping adjacent sheets to- gether, and then flattening the seam with a mallet. If the sheets cannot be slid together,

the seam is developed in the same manner as a standing seam and then flattened out. These seams are unsoldered and are used on

pitched roofs ; they are folded over in the direction of the slope to prevent water from entering

under the edge of the seam.

(/) Loose-lock Seams

Provisions for expansion and contraction of roofing sections sometimes necessitates some

kind of sliding joint at the intersection of vari- ous roof surfaces, at the high point of built-in

gutters, and on long lengths of standing-seam

A B

Figure 6.

Batten seam.

Batten cover is illustrated by A aud without batten cover by

and batten-seam constructions. For this purpose either a hook lock or a loose double lock,

both unsoldered, with or without cleats, can be

used. Care must be taken to place the loose

lock, wliich is not watertight, in a position

where it will not let water thi'ough.

((/) Batten Seams

In making batten seams the edges of adjacent

metal sheets are turned up so as to leave a small space between them. Ribs, or battens,

usually of wood, ai"e then inserted in tliis

space and covered with a strip of the same

metal, which is formed into a flat lock with

the turned-up edges of the sheet, as shown in figure 6 (A). In another method, not so com- monly used, the special metal strip for the

batten cover is eliminated, as one of the roofing sheets covers the batten strip and is joined

to the adjacent sheet by a flat-lock seam (fig. 6, B). In either case, ample provision for ex- pansion and contraction of the sheets across the batten is afforded by the clearance at the

base of the batten.

3. Roof Decks

An important part of any roof is the deck, or structure, upon which the roofing material rests and to which it is fastened. An uneven deck

of rough, unsound lumber gives an insecure

base for the applied metal roof and may be

responsible for premature failure of the roofing

material. Impz'operly secured metal-roofing

sheets may be torn loose and blown oft' the

building by winds; whereas, if nailed tightly,

they would be expected to withstand winds of normal velocities for many years. Three general types of wooden roof decks are used in connection with metal roofing: close deck, open-slat deck, and purlins. For the first of these, square-edge, tongue-and

groove, or shiplap sheathing is used, the sheating being so nailed

as to produce a smooth and con- tinuous deck. In an open-slat

fleck the sheathing boards are laid with intervening open spaces, which may range from 6 to 24 in., this being gOA^erned largely by the

rigidity of the metal roofing sheet. Purlins ai'e wooden lengths, generally heavier

than ordinary rafters, laid parallel to the eaves several feet apart. Generally no sheathing boards are needed and the roofing sheet is fastened directly to the purlins. A heavy

rigid roofing sheet, such as corrugated material,

is employed. This type of construction is widely used on farm and industrial buildings

but seldom on residences.

Metal roofing is also laid over concrete and

precast gypsum decks, particularly on industrial, office, and monumental building-s.

B.

6]

ii
Most metal roofs for residential coiistriictioii are applied over a close wooden declv. The

deck should be of sound lumber, securely fas- tened to the roof rafters, and the surfiice fi-ee from all projections (nails, heads, etc.) that

could puncture the metal sheet. A good grade of asbestos felt, weighing 14 to 16 lb per square, is recommended by many

manufacturers for use between a metal roof and

the deck. This felt acts as a fire retardant and

adds thermal insulation to the roof. Waterproof building paper or as-phalt-roofing felt is also widely used. No tar papers or papers containing any trace of acid should be used, since

they may have a deleterious effect upon the

under side of the metal. This is particularly

true with terne roofing, with which most specifications require the use of rosin-sized building

paper wherever an intermediate layer is specified.

4. Nails for Metal Roofs

Metal nads are widely used for securing roofing material to the underlying roof deck. Most

metal roofing is in the form of thin sheets and

consequently must be securely fastened to withstand the action of wind and weather over a

period of years. If the roof is to render satis- factory service, the nails must be as durable as the roofing material.

To avoid any "galvanic" corrosive effect, the

nails should be of the same material as the roofing sheet. Copper nails should be used with

all types of copper roofing; galvanized nails with

galvanized and zinc roofs; tinned nails with

terne roofs. It is better to pay a few additional cents per pound for a more protective

nail than to have a cheaper nail rust away in a few years and allow the roofing sheets to become

loose. For this reason bright or blued steel- wire nails should not be used where exposed.

Galvanized nails [4] should be coated, after fabrication, with as heavy a zinc coating as

possible. With corrugated and V -crimp galvanized sheet roofing, either lead washers or

nails with lead-covered heads should be used if the heads are exposed to the weather. The

soft lead will fill the hole arormd the nail and

prevent leakage and rusting of the sheet at that

point. The shank of the nail should be roughened to give it a good grip on the wood deck.

For this reason, bai'lx-d iniils nvc ficf|iifnl l\ used with giilvanized I'ooling. 'flic null- conimoidy used in applying roofing to clr-iui loof

decks are 1% in. or 2 in. in h'liglh. W'licii galvanized roofing covers nii old n«>i'. ilic rmils must penetrate not only tlic uM loul Imt lln' wooden dt^ck beruiiith. Various tyjx'.s of leadheaded nails are also used. Being in one piece

they are mucli easier to work v\ilh lliiin nn assembly of nail and lead wasiiei'. Ti)e available types have either a compressed lead hcarl or a mushroom head. Lead washers aic pro- curable for use with galvanized nails iind ai-e cut to the right size, with the cenlcr shghtly

raised and witli a central hole lor iiiscrlidii of the shank of the nail. When (h-iveii, the head

of the nail foi'ces the washer tightly against the

sheet and seals the hole against penetration of water and also prevents the heafi from cutting

the sheet and damaging the zinc coating.

5. Galvanic Action

In roofing construction the contact of dis- similar metals is sometimes practically uiiasoidable, and the question may be raised as to the

ultimate eft'ect of such contact upon the general

serviceability of the roof. "Galvanic action", or electrolysis, is defined

as the deterioration by corrosion of one metal

while protecting a dissimilar metal in nu'tallic contact with it. This action will occur oidy

when metals occupying dift'erent positions in the electropotential series * are in intimate

metallic contact in the presence of a suital)le

electrolyte, such as moisture.

In general, it is believed that galvanic action

between the several metals used in roof construction will be negligible, since any accumulation of moisture usually drains oft" readily and

thereby eliminates one of the prime causes of such action. However, adequate precautions

should be taken when the conditions previously

* The commonly used metals may be arranged in the following order:

zinc, iron and steel, tin, lead, and copper. If any two metals iu this list are in metallic contact with each other and a suitable electrolyte is preseni permitting passage of an electric current between the two, the metal

first on the list (anodic) will be corroded, whereas the succeeding one

(cathodic) will be protected. Thus iron or steel, bare or galvanized,

in contact with copper and in the presence of moisture will be corroded. Lead and copper are quite close together and while theoretically the tendency is for the lead to corrode, its eltect would hardly be noticeable. However, complications often result so that predict ion of galvanic corro- sion on the basis of the relative position of metals in the electropotential

series is by no means reliable.

216107° —40 2 [7]
mentioned occur simultaneously and cannot be

avoided.

Consideration of galvanic action is important in the selection of metallic coatings for iron or steel sheets used in roofing. These

coatings may be grouped as follows: (1) those

in which the coating is anodic to the ferrous

base, as represented by galvanized material;

and (2) those in which the coating is cathodic

to the base, as represented by terne or leadcoated iron or steel sheets. The zinc coating on galvanized iron or steel will corrode in pref- erence to the ferrous base and thereby protect

it, as zinc is above iron or steel in the electro- potential series. If the base metal is exposed

at occasional thin spots, holes, or scratches,

corrosion of the steel base will not occin- until

the area of the exposed spot is of considerable

size. On the other hand, at discontinuities in

the coating of lead, tin, or lead-tin alloys (roofing tin or terne) on iron or steel, the ferrous

base will corrode in preference to the coating,

because iron is above both lead and tin in the

electropotential series. Long-continued corro- sion of the base metal will eventually result in perforation of the sheet. Roofing sheets of the first type (zinc-coated)

will give relatively long service without additional protection (painting), provided they

carry mediumweight coatings and are exposed

under conditions in which corrosion is not un- duly severe. However, painting adds greatly

to the life of the material. Sheets of the sec- ond type should be painted immediately after

installation and this paint coating maintained

in good condition to assure maximum life of the roof. One of the principal advantages of these coatings is the excellent bond which they

give to applietl paint coatings.

6. Types of Metal Roof Coverings

Metal roof coverings may be classified into

the following basic types: flat sheets assembled

by means of various seams, corrugated sheets,

and roofing units made of sheet metal in the

form of tile, shingles, and cluster shingles. A

description of each type follows

(a) Flat Sheets with Various Types of Seams

(1) Batten-seam roofing. —In batten-seam roof

construction, metal sheets are formed over

ribs, or battens, extending down the roof slope.

This divides the roof into numerous small areas, thus eliminating the monotony of flat-seam construction, and this also restricts movement of the metal resulting from temperature changes

to small sections. Dift'erent types of battens

are used. Generally they are of wood, but may

be of metal, preferably of the same kind as the

roof covering.

Expansion and contraction transversely

across the sheet is taken care of by the space at the base of the batten (see fig. G, A). Expansion and contraction in the direction parallel

to the battens is taken care of by:

Unsoldered flat-lock cross-seams;

Flat-lock, soldered cross-seams with allow- ance for expansion and contraction at the eaves or ridge;

Soldered cross-seams which stiffen the sheet

and allow slight budding within each sheet.

The sheets are attached to the battens by means of metal cleats which are fastened to the battens and hook over the upturned edge

of the metal sheet. The cleats are nailed either

to the top or side of the batten. Inasmuch

as these cleats are the only means of holding

the sheets to the deck, they should be spaced

not greater than 12 in. apart along the batten.

Figure 26 shows the appearance of a batten- seam roof.

(2) Standing-seam roofing. —The standing- seam roof is similar to the batten-seam roof in that it breaks the roof area into small sections

by longitudinal seams and either loose-locked

or soldered cross seams. The longitudinal

standing seam, which extends in the direction

of the slope of the roof, provides for expansion

and contraction across the sheet, and cross seams take care of any longitudinal movement.

The seams are secured to the deck by cleats 8

to 12 in. apart along the seam. These cleats are nailed to the roof sheathing at one end and

folded over within the seam at the other. This

type of roofing is adapted to roofs with a pitch

not less than 2 in. per foot, preferably 4 to 6

in. /ft. Since the standing seam is an unsoldered joint, an accumulation of snow or ice, or the damming of water may result in leaking if the roof has insufficient pitch. Most of the

dissatisfaction expressed concerning this type of

[8]
roof arises from such causes. Too much

emphasis cannot be placed on sufficient pitch

for roofs on which standing-seam construction

is used. A weU-constructed metal roof with

standing seams presents an attractive appear- ance (fig. 16).

(3) Flat-seam roofing.—Flat-seam roofing is applied to decks of very low pitch {% to 2 in. /ft). A slight pitch is necessary to insure satisfactory

drainage.

Small metal sheets with flat-locked and sol- dered seams are utilized in constructing this

1

fl—n^^-^—

FiGUHE 7.

Method of laying flat-seam roofing with cleats.

type of roof (fig. 7). The practice of using

14- by 20-in. sheets has become almost universal

in the United States. Larger sheets can be

employed, but the greater number of seams

necessitated by sheets of smaller size tends to

stiffen the surface and helps to prevent buckling.

Where steeply pitched areas are covered, as on

domes, spires, etc., unsoldered seams may be

used, but roofs of this kind are seldom found in residential construction. The sheets are held

firmly in place by the cleats, and enough elasticity is thus provided to take care of the contraction and expansion. Since no allowance

for free movement is provided for in large areas, the flat seam should not be permitted unless

the extremities are free or some sort of expansion joint is inserted.

After the sheets have been cleated together,

the seams are formed and then soldered. Care

must be taken to see that all seams are folded

in the direction in which water will drain from

the roof and that they are well sweated with

solder. Figure 27 shows the appearance of a small section of this type of roof. Roofs of this type are made either by applying

individual sheets, as previously described, or by

applying rolls of sheets. For the latter method

the individual sheets are assembled in long

lengths in the shop t)y locikiiig the short dimensions together mid llioroughly soldering the

cross seiiins thus formed. Lengths from the

rolls are laid parallel with the gutter or eaves. The edges of the uiiiollcd length are locked,

cleated, and soldered in tlic maiiiicr described

previously.

(6) Corrugated Roofing

Corrugated metal roofing is used principallv

for industrial buildijigs, sheds, warehouses, and

farm buildings and only occasionally for resi- dences. A series of parallel alteiTuite ridges

and grooves, or hills and valleys, are formed in

flat metal sheets. This feature adds stift'ness to, increases the load-carrjang ability of the

sheets, and aids in discharging rain water. The heavier grades of corrugated roofing are

laid on purlins or open-slat decks, which permit

the omission of sheathing, thereby lowering the

cost. The lighter weights of corrugated metal

are used on sheathed decks.

Corrugated sheet metal is designated in terms

of the distance from the top (or ridge) of one

corrugation to the top of the next. Sheets 26

in. wide and m lengths of 5 to 12 ft with l%- and

2)2-in. corrugations are in common use. A

sheet of this width will cover a strip 2 ft ^vide. Corrugated roofing sheets are easily assembled over roof decking of the lowest cost with a minimum of skill. They are not recommended

for roofs with a slope less than 3 in. /ft. Much of the corrugated metal roofing in use

at present is zinc-coated iron or steel sheet. Corrugated sheet zinc is employed to some

extent for roofing and siding on industrial buildings, and corrugated sheet copper on monumental and other buildings in higher price ranges

than residential construction.

(c) Roofing Units

Metal shingles, which practically fill this basic classification, are made to simulate m

general appearance slate, Spanish tile, and interlocking tile. They are applied as individual

units and generally are fastened to each other

by sundry interlockmg devices and methods.

The individual units are secured to the deck by

nailing. Because of their small size, it is unnec-

[9]
essary to make provision for expansion and

contraction.

Most types of metal shingles have side locks

and are lapped slightly at the top. Patented

features, such as ridges or corrugations at the

top of the shingle, tend to stop the passage of water. This reduces to a minimum the amount

of metal necessary for the lapped joint.

Metal shingles are available in galvanized

iron or steel, copper, terneplate, and zinc. The

galvanized variety is applied either plain or painted.

Plain shingles applied in conventional shingle

fashion without locking devices have been used

to some extent. They come in square, rec- tangular, and hexagonal patterns. Since rela- tively large areas of the metal must be used in lapping, their cost is relatively high. With

normal lapping, these shingles are limited to roofs of steep pitch. On roofs of low pitch,

capillary action between the lapped surfaces

may result in leakage.

The various types of metal shingles present no difficulty in a])plication. Special attention,

however, shoukl be given to nailing with the

proper kind of nails selected to hold the shingles

securely in place. An unsound wooden roof

deck is often responsible for buckling and loosening of the shingles. Careful installation and

proper maintenance of metal shingles will result

in long service.

The older types of embossed, stamped, or formed shingles (all of one color) gave a some- what monotonous appearance to the roof (fig. 20). Within recent years, however, manufacturers have sought to vary the appearance of their products so that today a very pleasing

appearance is obtainable in metal-shingie roofs

either through design of the individual shingles or by proper painting (figs. 19 and 21).

Flashing, valley, ridge, and eaves details have

been well standardized and difficulties in application reduced to a minimum largely through

the availability of these accessories in prefabricated forms.

7. Units of Roof Measurement

The slope, or pitch, of a roof determines the

speed with which water or wet snow drains

from its surface and therefore governs the selec- tion of type of metal roofing best adapted to

any particular building. There are three methods in general use for expressing the pitch or slope of a roof: In terms of vertical rise in inches to each

foot of horizontal run. Ratio of total rise of the roof to its total spaa. (This is obtained by dividing the rise

Figure 8.A'l easurement of roof pitch.

of a rafter to twice its horizontal run and is generally expressed as a fraction.)

The angle, in degrees, between the roof siuface and the horizontal.

The first method, inches of rise per foot of

hoiizontal run, is probably used more than

the other two. All expressions of pitch in this publication are based on this method. Table

2 gives a comparison of values obtained by

these three methods.

Table 2.Comparative measurements of roof slope

Pitch Angle with

horizontal Method 1 Method 2"

in. Iff Deqreef^ Afinute.s

u. Hs 2 23 l" Vn 4 46

2 Ma 9 28

4 18 26

0 26 34

8 33 42

12 Vi 45

18 56 19

' Fraction denotes ratio of total rise of the roof to its total span. The pitch of a roof can readily be obtained by

placing one end of a 1-ft rule on the roof and,

while holding it level, measuring the vertical

distance in inches at the other end, figure 8. This will designate the slope; for example, 1

10
in. /ft will indicate a very slight slope, 6 in. /ft a medium slope, 18 in. /ft a steep slope.

The unit of measurement of roof area is the

"square," or 100 ft^ Estimation of quantities

required and their price are generally based on

this unit. Because of the lapjjing of metalroofing sheets at joints, and the use of extra material at gables, ridges, and for the construction of various types of seams, the area of metal necessary for a square of roofing is actually greater than 100 ft^.

V. GALVANIZED SHEET STEEL

1. General

Galvanized sheets are made by passing clean

steel sheets through a bath of znolten zinc. By

this treatment the sheet is covered on each side

with an adherent layer of zinc, the thickness of

which may be varied to meet different service

requirements. The desirable properties of a

zinc coating for protecting iron or steel roofing

sheets against atmospheric corrosion have been

amply demonstrated in the past. For a high

degree of protection or long life of the material,

a relatively thick coating (2 oz of zinc per

square foot of sheet, i. e., 1 oz/ft^ on each side

of the sheet) is desirable, but if very severe bending or forming operations are carried out

in fabrication, a tliinner zinc coating is preferable.

Both the American Society for Testing

Materials in its specification for Zinc-Coated

(Galvanized) Iron or Steel Sheets (designated

as A 93-27) and Federal Specification QQ-I-696

covering the same subject classify galvanized

sheets as follows:

Class A.—Extra heavily coated. Intended only for corrugating. Class B.—Heavily coated. Intended for corrugating

and curving to large radii. Class C.—Moderately heavily coated. Intended for moderate bending.

Class D.—Ordinary coating, for general utility. These coatings approximate those of Class C, except in medium gages in which coatings of class D are appreciably lighter. Class D represents material generally

available in warehouse stocks, not intended for use where relatively long life is required, as represented by

classes A, B, and C, or where severe forming is encountered, as represented bj' class E. Class E.—Lightly coated with tightly adherent

coatings to reduce liability of flaking of the coating

during severe forming.

Sojuc variation in tli(i thickness of coiiling on

different parts of a galvanized slieet is unavoidable. Galvanized sheets, however, should be

free from such (l(>fects iis !:iiiiiiiiitions, blisters,

slivers, open s<>iinis, pits Irom liciivy rollcd-in

scale, ragged e<lg(>s, hoh's, ttiinc(l-(l(n\ ri corners,

etc. They siiould also be fi-ee F/o/n ]>:iV(' or imperfectly coated spots, seiions ;i Innsions,

drops of zinc except on ends, sal juiiniMnijic

(flux) spots, or similar defects ail'ectmg thcii' general appearance or serviceability. The gages

of this type of material, weights per square foot,

and nominal weights of zinc coating are shown

in table 3. Table 3.—Weight of galvanized sheets

Galvanized

sheet gage 1

Approxi- mate

weight

per square

foot

De.sired or ordered weight

of ziriocoaling ' (oz/n- of sheet)

Class A Class B Class C

Nn. Oz.

10 42. .5 2.75 2. .50 2.00

IS :U, 5 2. 75 2. 50 1. 75

20 2r,. s 2. 75 2. 50 1. 75 22 22. 5 2. 75 2. 60 1. 75

24 1 S. S 2. 50 1. 50

26 14. r, 2. 25 1. 25 28 12. .5 1. 75 1.25

29 11. 5 1. 50 1.25 30 10..') 1.25 1.25

1 The galvanized sheet gage is based upon the United State.s Standard Gage for sheet and plate iron and steel; 2.5 oz/ft' heing added to the weight JUT square foot corresponding to a given gage number of the U. S. Standard Gage to determiiir i hf « iiiiht per square foot of the corresponding gage number of the gal\ .ini/r.l ,liri t gage. This is a weight gage for finished sheet regardless of t lie nf coating and has been established by custom in the United States.

2 No coatings are specified for class /' and B sheets.

There is often marked variation in the "spangle," or crystal, structure of the zhic coatings on sheets produced by dift'erent manufacturers.

This variation, however, has little eft'ect on

corrosion resistance. Occasionally, galvanized

sheets take on a white film ("white rust") as a

result of either being stored in piles in a damp

place or in locations where condensation may

occur. This often merely aft'ects the surface

appearance, but in serious cases has a fletri- mental eft'ect on the corrosion resistance of the

sheets, so that care should be exercised in the

storage of sheets to avoid tliis condition.

Further details regarding galvanized sheets

are given in Federal Specification QQ-I-696 [5].

2. T^PES OF Galvanized Steel Roofing

The types of galvanized steel roofing in general use are V-crhnp, corrugated, pressed

standing-seam, roll roofing, and shingles.

[11]
(a) y-Crimj) Roofing

V-crimp roofing consists of a flat sheet with

formed ridges parallel with the longitudinal

dimension of the sheet. In cross section, these

ridges, or crimps, appear like the letter V in- verted (fig. 9). Sheets having one crimp at each side edge are known as 2 V-crimp. If, y\ /V 2 V

y\ A /\ 3 V

yv\ A A/V 5 V

y\/\ A/\ A/V 6 V

Figure 9.

Four types of y-crimp roofing.

in addition, the sheet has another longitudinal

crimp in the center to provide greater stiftness,

it is called 3 V-crimp. A common type of sheet, 5 V-crimp, has two ridges, or crimps, at each side edge and one in the center. Tliese

additional crimps provide still greater stift'ness and offer further protection against seepage

and blowing of rain and snow tlirough the joint.

Six V-crimp sheets, which are similar to the 5 V-crimp sheets, except that each sheet has a double center crimp for additional support, are

also available.

V-crimp sheet roofing should not be used on

roofs with a pitch less than 2Yi in. /ft, and preferably only on roofs having a slope greater

than that. Most V-crimp roofings are so made that a width of 24 in. is exposed to the weather. They

are stocked in a variety of lengths, those com- moidy used being 5, 6, 7, 8, 9, 10, and 12 ft. Wood strips of triangular cross section under

the side crimps are necessary to provide a

solid joint for nailing. These strips, usually

furnished by the manufacturer, also serve to

stiffen and brace the sheet. The heads of the nails that secure the ordinary forms of V-crimp roofing are exposed to the

weather and shoiikl therefore be selected with

care as previously explained, inasmuch as the

life of a metallic roof is no greater than that of

the fasteners. Figure 23 shows the appearance of a finished

roof of V-crimp materials.

(6) Corrugated Sheets

Corrugated galvanized roofing is widely used on farm and industrial buildings, but its use on residences is limited.

It is the lowest in cost of all types of metal

roofing, is easily and quickly laid with a minimum of skill, and, when properly applied and

maintained, will give long service.

The sheets are applied in various ways.

They are laid over close decks with or without

sheathing paper or asbestos paper, on open slat decks, or on purlins (wood or steel). The

sheets are lapped about 6 in. at the ends and

are of such lengths as to stagger the end laps

in adjacent rows. This both improves the

appearance of the roof and aids in holding the

sheets more securely. In laying, the sheets

are always started along the drip eaves at the

end of the building o])posite the direction of

Head Lap

Figure 10.Methods of side- and end-lapping.

prevailing winds, so that the wind and rain will blow over the laps and not under them. Figure 10 shows side and end lapping.

The nails used with corrugated sheets are generally exposed to the weather and, therefore,

should be as durable as possible. They should

be heavily zinc coated and lead washers should

be used with nails not having lead heads.

Galvanized steel sheets, 5 to 12 ft. long, with

either or 2}2-in. corrugations are available
for roofing. Staiulnrd 2%-iT\. corrugiifcd sheets come in 27%- and 26-in. widths, covering 24 in. wlien hipi)ed 1% and 1 corrngations, respectively. Tlie 26-in. width is used for siding pxirposes and is not recommended for roofing iis the

lap is insufficient to prevent leaJcage. TJie I %-

in. corrugated siieets are 26 in. wide and cover

24 in. when lapped f corrugations.

(c) Pressed Standing-Seam Roofing

^^ressed stancling-seam roofing is somewhat

similar to the 2 V-crimp type, except that the

seam, in section, resembles an inverted U rather

Figure 11.

Joint oj pressed sianding-seain roofing. Arrows indicate direction of squeezing with tongs.

than an inverted- V. In general, the seam is slightly higher than that of a V-crimp sheet. This renders additional protection against the

seepage of water into the joint.

In laying this type of roofing, the sheets are secured to the roof deck and to adjoining sheets

by means of side and end cleats. The cleats are strips of galvanized sheet fastened at one end to the deck with 1-in. galvanized barbed

nails; the other end is fitted into the seamed

joint, as illustrated in figure If. The end lock,

pr cross seam, is made by the use of flanging

tongs, and the vertical standing seam is made

tight against the cleats with squeezing tongs.

These special tools are necessary, and careful

workmanship is required to insure a satisfactory

job. Side cleats are spaced every 12 to 14 in. The only nails that are driven through the

sheets are those at the eave and gable drip

edges. The horizontal, or cross, joints are also cleated. This method of assembling permits

removal of the sheets from the roof and reapplication elsewhere with the loss of only the cleats and drip edges.

(d) Rolled Roofing

Rolled roofing consists of several galvanized

sheets assembled in a continuous length by

having their ends locked together at the factory

by double cross-s(!am locks. Tlie long sh(!et

thus formed is put in rolls, usually oO ft long niid 2()% in. wi(h', and covers an area of 100 li - fi-oof- ing square) when laid. The rolls, cut to proix'i- length, extend lioni eaves to ridge. With a Hanging tool one edge

of the sheet is turned up at riglit angles to form

a flange 1% in. higii. The other edge; is given

a flange 1 in. high. All sheets are flanged nlike and laid on the roof side by side so tlial tiie taller flange is next to the shorter one of the

adjacent sheet. Galvanized metal cleats are inserted between flanges every 12 to 14 in. and

nailed to the deck. The taller flange is then

bent through 180° over the shorter one ;ind forms a single-lock standing seam. This ty|)e

of roofing is known as self-capping roll roofing.

If the seam is again foldefl over on itsc^lf the

type is known as double standing-seam I'oll roofing. In this respect it resembles the

standing-seam roofing previously described.

This double-seaming operation necessitates the

bending of two thicloiesses of metal again

within the short distance of K in. and requires

the use of a double-seamer tool. For most

satisfactory results skilled workmanship is reciuired. Metal caps consisting of narrow strips of galvanized-steel sheet, approximately 26 in. in length and U -shape in section, are furnished

by various manufacturers. After the vertical

flanges of adjacent sheets of the roll roofing are placed in position, and the cleats have

been inserted and nailed, the metal caps are placed over the joint and the seam closed with

tongs. This type of roofing is known as roll and cap roofing.

(e) Shingles

Individual shingles are stamped from galvanized sheet iron or steel and applied to a roof in a manner somewhat similar to that for other

types of shingles With the exception of cluster shingles, they are made 8 to 10 in. wide

and 12 to 15 in. long. They are fastenetl to the

deck by nailing along one side or side and top.

Most types of these shingles have interlocking

side locks and are lapped slightly at the top.

They should not be used on low-pitched roofs

because of the small lap at the top of the shingle

which allows water to pass through. The shin-

[13]
gles ma}^ have various embossed designs on

their surface; they may be relatively smooth

and painted to simidate wood or slate shingles; or their surface may be curved to resemble

Spanish Mission tile (fig. 22).

Cluster shingles are similar to individual ones, excepting that they measure 20 by 28 in. or

Figure 12.Details of two nonsiphotiing features on V-crimp roofing. Arrows indicate approximate direction of nailing.

larger, and that the designs embossed on the

surface are made to simulate a number of individual slimgle units. These large shingles are applied easily and quickly, but are not widely

used at present for roofing of houses.

Galvanized shingles should be pamted periodically to increase their attractiveness and,

if so maintained will present a pleasing appearing roof for years.

if) Patented Features Many types of galvanized sheet roofings marketed at the present time have special features

of construction and installation which, it is claimed, will greatly increase the din-ability and

efficiency of the fuiished roof. However, the

relative merits of such features and their desir- ability on galvanized sheet roofings are not

discussed here, only a general description being

given of the prevailing types without reference

to either specific details or to manufacturers.

Rib stijfeners. —Transverse V-crimps on the

roofing metal across the bottom of the sheet or shingle are advocated for eliminating leaks in the end laps of sheets. The claim is made that

thej decrease capillar}^ attraction of water

thi'ough the joint. Without doubt, they do

increase the transverse stift'ness of the sheet. Pressure lip.—A slight depression of the sheet

is sometimes used at the lower end, near the

cross crimp, to insure good contact between

overlapping sheets at end laps.

Nonsiphoning features. —Various types of crimps in the side of the V-crimp joint are usetl to prevent the passage of water thi'ough the

joint. They tend to form a break in any siphoning action across the joint. Figure 12 illustrates two common types.

Tension curves.—Sheets are sometimes slightly

curved transversely in order to make them cling

closely to roof decldng when nailed.

Interlocking dedces.—Various methods are used for interlocking the adjacent edges of shingles, corrugated sheets, and V-crimp sheets. They tend to reduce leaks caused by siphoning,

because air is permitted to circulate in nearly

all of these types of joints. Nails and nail holes

are covered, thus they are protected against the

weather.

Stickless y-crimp roofing.—Instead of the

conventional V-shaped crimp, crimps of special

shape are formed to increase the rigidity of the

sheet at the joint and to eliminate the use of miderlying supporting wooden strips. The special form of the crimp tends to prevent flatten- ing when the sheets are being nailed to the roof

deck.

Ridge, flashing, gable, and eaves details.—Care

with respect to these details is reflected in the

durability and appearance of the finished roof. These items can be fox'med by hand of galvanized sheet and assembled in place, but this requii'es skillful workmanship and special tools. Manufacturers of galvanized metallic roofing

supply these accessories in prefabricated forms

ready for installation with the various types of roofing. This greatly simplifies the installation

and assures a satisfactory ]ob

3. Durability of Galvanized Ferrous

Sheets

In the attempt to evaluate zinc coatings of

dift'orent commercial thicknesses under various

conditions of outdoor exposure, the American

Society for Testing Materials started an investigation in 1926 on the outdoor weathering of zinc-coated (hot-dip galvanized) iron and steel sheets. The results have been reported from

[14]

i
time to time in the proceedings of that society.

A summary of these follows:

(a) Details of American Society for Testing

Materials Tests The basis metals were 16- and 22-gao;e sheets

made from steels and irons with and without

added copper. The sheets, coated by the hotdip galvanized process, carried coatings of 2.5,

2.0, 1.5, 1.25, and 0.75 oz. of zinc per square

foot of sheet. After galvanizing the sheets,

they were corrugated and cut into 26- by 30-in.

specimens, and these were exposed on racks at the different test sites. These locations were Brunot Island in the Ohio River below Pittsburgh, and Altoona, Pa., both typifying severely

corrosive industrial atmospheres; Sandy Hook,

N. J. (foggy, seacoast atmosphere, possibly

with some industrial contamination) ; Ke}^ West,

Fla. (tropical seacoast atmosphere) ; and State

College, Pa. (rural atmosphere). Inspections

have been made at least twice a year, and a coating was considered to have failed when the

basis metal itself rusted at one or more spots

of specified size.

{h) Results of American Society for Testing

Materials Tests The results that have been published to date

are plotted in figures 1.3 and 14. Inspections

of the sheets after the coating has been icmov('d

by corrosion are being conlirnied to determine

the time of perforation. Hence, any conclusions now as to the comphite life of the galvanized sheets at the different locations must be

based on the assumption that the total life of a galvanized sheet consists of the life of the

coating plus the life of the basis sheet metal.

The data that are being obtained woiihl in- dicate that the life of galvanized sliects is somewhat more than this, although a definite

statement on this point based on the results of the test cannot be made at this time.

Table 4 lists the time in years for perfoi-ation of 22-gage uncoated black sheets exposed

at the various test locations along witli the

galvanized sheets.

Table 4.—Time, in years, for perforation by rusting of 22-gage black sheets exposed continuously to the weather

[Average of results obtained on open-hearth iron and steel]

Type of material

Brunot

Island,

Pittsburtrh. Pn.

.\ltoona, Pa. Key

West,

Fla.

Sandy

Hook.

N. .1.

State

College, Pa.

Without copper. - - With copper

2.2 9.03. 2

8.5

3.

4.4 4.4

8.4

(a) C)

No perforation after UM years' exposure. The curves of figure 15 show the manner in which the rust spreads over the surface of the

24

16

^^'State College

a' Sandy Hook

Brunot Island

* ' Altoona

WT OF COATING^ OZ PER SQ FT OF SHEET

Figure 13

ttelationship between

weight of zinc coating and lime at lohich rust first appears on surface of galvanized sheets exposed by the American Societii for Testing Materials at four locations. Doited lines indicate probable course of the

curves.

15]
Figure 14.

Manner in ivhich nisting

proceeds on galvanized sheets exposed

by the American Society for Testing

Alaterials at Altoona, Pa. {heavy in- dustrial atmosphere)

.

12

o

o

o.X

,y\00% rusted

/

^..^O^^ First r

^

.

"o

Listing of base met^.!

WT OF COATINGj oz per sq ft of sheet

^i-oz sheets at three locations. In general, all curves which show the development of rust over the surface of the galvanized sheets are S-shaped. The rusted area increases relatively

c3

ff

Altoona

i

1 Bru

1

/ Islarnot

id / Sa idy Hool

1

State Colle

EXPOSURE

,

8 YEARS

FiGrRE 15.Development of rust on surface of Va-oz. galvanized sheets exposed by the American Society for Testing Materials at four locations.

slow at the start and the last traces of zinc are slow to disappear. The rate at which zinc

disappears from the surface of the sheet depends

upon the corrosive conditions existing at the

particular location where the sheets are exposed.

Thus the industrial atmospheres were found to be very destructive to all weights of zinc coatings in comparison to the rural atmospheres,

which can be considered very mildly corrosive

to galvanized sheets. The information summarized m the curves

of figure 13 is of value in draA\ing conclusions

as to the relative durability of various weights

of zmc coatmgs on galvanized sheets when

exposed to difi'erent types of atmospheres and

eniphasizes the importance of relatively thicker

zinc coatings. The first appearance of rust

or complete coverage of the sheet with rust,

is closely proportional to the weight (thiclcness) of the zinc coatmg. For roofing sheets, one

should endeavor to obtain the heaviest zinc

coating that is compatible with, manufacturing

operations. Consideration should also be given

to the use of a heavier gage sheet in preference

to a lighter one in that both additional life and gi-eater rigidity of the roof will result. The life of galvanized material can be lengthened by painting the sheets. LMess they are treated by one of the several pretreatment

methods [6] now available commercially, it is considered good practice to allow the material

to weather before the first pamt coating is applied. This period of natural weathermg

may vary from 1 or 2 months for lightweight

coatings exposed to industrial atmospheres

[16]
to several years for the heavier coathigs in rural atmospheres. In any event, this period

should be less than that indicated on the curves

of figure 13, when first rusting of tlie basis

metal occurs. In applying the data assembled liere to the

durability of galvanized roofing sheets, it should be borne in mind that the American

Socieiy for Testing Materials tests cover only

isola^d corrugated sheets and furnish no data

concerning the relative life of the metal at

laps, locks, fasteners, and covered places such

as occur in all roofs. It is quite possible that

the life at these locations may be less than on

the central portions of the sheet [7]. Galvanized sheets are also subject to deterioration

if condensation occurs in storage, and some

cases of premature failure of galvanized roofs

may be attributed to the fact that the zinc

coating was damaged prior to erection on the

roof. VI. TEKNE ROOFING

1. General

The so-called "tin-roofing" is actually terne

roofing, and consists of an iron or steel sheet

coated on both sides with a layer of a lead-tin

alloy (usually 75 percent of lead and 25 percent

of tin). Roofing ternes are used for roofing,

flashing, valleys, and gutters. Tin plate, or "bright tin", sheets consist of iron or steel sheets coated with tin only. Although sheets

of this kind may have been used to a limited extent for roofing in the past, their importance

for other uses is more prevalent today. Their

cost is greater than terne sheets. Many

believe that tin roofing consists of sheets of pure tin. This, of course, is not the case as the employment of sheet tin for roofing would

be exceedingly expensive, and such sheets would

haA'^e insufficient rigidity for that purpose.

Terneplate is made by coating annealed and

pickled iron or steel sheets in a bath of molten

lead-tin alloy in a manner closely analogous to that used in producing galvanized sheets. A

sheet covered on both sides with a reasonably

uniform coating of the alloy is thus produced.

Terneplate is usually furnished in grades IC

(approximately No. 30 U. S. Gage) and IX

(approximately No. 28 U. S. Gage). The IC

grade weighs approximately 65 lb/100 ft^ (roofing s(|nare) when laid on n roof. The /AT grade

is approximately 25 perceiil Tiie IC

grade of sheets is used for ll;it-s( ;iii], -.Innilingseam, and batten-scam types of construci ion, as it is more easily formed than the IX slicd-,. In the lighter sheets, expansion is taken up Ijy

buckling instead of by the breaking the seams. The IX sheets are used princi[)ally iov flashings,

valleys, and box gutters.

Sheets are generally available [8, 9] in two

commercial sizes, 14 by 20 in. and 20 by 28 in. The larger sheets are commonly used in standing- seam construction on roof slopes of more than

3 in. /ft, and the smaller ones are used in fiat- seam construction on roof slopes of 3 to in. /ft. ]00-ft^ rolls are also available, consisting of 28

sheets, 20 by 28 in., in widths of either 20 or 28

in. The sheets in these rolls are cross-locked

and all seams soldered. Valley terne is available in rolls of 50 and 100 lineal feet in widths

of 10, 14, 20, and 28 in.; all sheets are cross- locked and the seams soldered.

Table 5 gives the weight of the uncoated sheet

for the IC and IX terne in ounces per square

foot or pounds per "base box," and the corre- sponding weights of the coated sheets for coat- ing weights varying from 8 to 40 lb per box.

Standard roofing practice calls for the use of terne sheets with a minimum coating of 25 lb. A "base box" of terneplate consists of 112 sheets,

20 by 28 in., which is the equivalent of 435.56

ft- of sheet. Roofing terne sheets should be laid over

a well-prepared close-sheathed deck. The

sheathing boards should be smooth and free from blemishes or defects. Especially should

they be free from sharp projections, such as

nails, that might cause perforation of the sheets. The use of rosin-sized building paper weighing at least 6 lb per square and laid with 2-in. lapped joints is recommended. Asphalt-saturated felt is used also, but tar papers or papers

containing traces of acid should not be used.

The sheathing paper makes a resilient base for the terne sheets and tends to deaden the noise

of rain and wind on the roof. Roofing ternes are regularly supplied with one surface pauited. This is to be used on the

under side when installed on a roof. They are supplied frequently with both sid'^s primed

witli paint, which eliminates the hiitial paint-

[17]
Table 5.

Data for commercial terneplate

'J'raiJe symbol

[Minimum.

•{Nominal..

[Maximum

IMinimum-

-^Nominal.

.

[Maximum

Weight of sheets after pickling

oz/ft2

7 00

8.00

9. 00

9.00

10. 00 11.00

lb/ box

191 218

245

245 272

299

Weight of coating, in pounds per box

20 30 40

Weight of coating,' in ounces per square foot of sheet

0.2939 0.9184 1.020 1.4694

Weight of finished sheets

oz/ft2

7. 29

8. 29

9. 29

9. 29

10. 29

11. 29

lb/ box

199 226

253

253 280

307

oz/ft2

7. 55

8. 55

9. 55

9. 55

10. 55

11. 55

lb/ box

206

233 260

260

287 314

oz/ft2

7. 73 8.73

9. 73

9. 73

10. 73

11. 73

lb/ box oz/ft!

211 7. 92

238 8. 92

265 9. 92

265 292 319

9. 92

10.92

11. 92

lb/ box

216

243

270

270

297 324

0Z/ft2

8.10

9. 10

10. 10

10.10

11. 10 12.10

lb/ box

221 248

275

275 302

329

oz/ft'

8.47

9. 47 10.47

10.47

11. 47

12.47

1 Total for both sides.

ing on the exposed surface though one or more

coats of good metallic paint should be given

the roof immediately after installation.

2. Types of Terne Roofings

Terne roofs are usually of three types, flat- seam, standing-seam, and batten, or combina"

tion-rib

.

(a) Flat-Seam. Eoofs

Roofs of low pitch generally are made with

14- by 20-in. sheets assembled into rolled lengths

by means of soldered flat-lock seams. Tlie

smaller-sized sheets are used in preference to the larger, because the greater number of seams

stiffens the surface and helps to prevent buckling. The sheets are laid and the seams constructed in a manner sunilar to that described

under the general section on flat-seam roofing.

The roof is fastened to the deck by cleats,

spaced about 6 in. and held down by two 1-in. barbed and tinned roofing nails, as shown in figure 7. Sometimes cleats are dispensed with.

In such cases nails are driven through the sheet

under the edges of the seam, so as to be entirely

covered by the sheet. The roof can be laid by

locking individual sheets together, inserting two

cleats on the long side and one on the short

side, and soldering. Frequently, prior to instal- lation, the sheets are assembled mto long

lengths by locking and soldering the short edges

together. When this is done, cleats are inserted

at the long edges only, and the seams of adja- cent lengths locked and soldered.

(b) Standing-Seam. Roofs

Terne roofs of standing-seam type are constructed in the manner described in the general

section on standing-seam roofing. Standing seams are finished approximately 1 in. high

from sheets 20 by 28 in., which generally are assembled into long lengths by cross-locking and

soldering prior to installation on the roof. Cleats are inserted in the standing seam and

made a part of it at intervals of 8 to 12 in. Figures 24 and 25 illustrate the appearance of a

finished roof of this type.

(c) Batten- and Combination-Type Roofs

The full batten type of terne roofing is constructed in the manner described in the general

section on batten-seam roofing. One recom- mended practice calls for the use of square

wooden battens with application of the sheets

between them. Cleats, approximately 1 ft apart, are nailed to the top of the batten and

engage the two top seams alternately. Combination types of batten and standing-seam or batten- and flat-seam construction are sometimes utilized. In both cases the sheet extends

in a continuous width over the battens and

adjacent sheets are joined between battens by means of standing or flat seams. These seams i are parallel to the battens. ' Roofing ternes have been used for roof coverings for a great many years. Well-coated

sheets that are given periodical protection by

painting should render long service. In the

[18]
United States, old roofs of this type niay be

found that have protected homes for periods up

to a hundred years or more and are still in good

condition.

VIL MAINTENANCE OF TERNE AND

GALVANIZED ROOFS

1. Galvanized Roofs

Galvanized roofs, unless pretreated [10], should not be painted for several months after

iBstallation. Weathering by roughening a galvanized surface greatly improves the adherence

of paint applied thereon. Even when precautions have been taken to prepare the surface,

paint scaling and peeling on galvanized surfaces

may occur. National Bureau of Stantlards Letter Circular LC422 [11] gives directions for painting various metallic surfaces. The need

for painting galvanized roofing should be strongly emphasized. Methods for pretreating the

surface of galvanized-steel sheets before painting, which greatly improve the paint adherence,

have recently been developed and their use is gradually increasing. Pretreated sheets are

also available commercially.

2. Terne Roofs

Terne sheets are regularly supplied with one or both sides painted. If only one side is painted, that surface is used for the under side

of the roof. The top, or exposed, surface should

be painted immediately after the roof is completed. It is a mistake to let the material

weather for a few months prior to application

of the first coat of paint. All rosin and foj'eign

material should be removed from the sheets,

and the oil film removed by wiping with benzene, turpentine, or benzol. It is essential that

the surface be free from moistiire when applying the paint, particularly the priming coat. The priming coat shoidd be thin enough to wet

all parts of the surface and to fill joints or de-

])ressions, witli no bridging over. It should

contain inhibitive pigments and should cover

the metal completely. After the first coat has

tlried, the finishing paint should be applied in one or more coats as desired. Each coat should

be allowed to dry thorouglily before the next

is applied. It is important to avoid building

up paint filnis to an excessive thickness because

of the trouble which may resull IVoi]] ^ciilin^r. Periodic inspections should be jiuhIc hI inter- vals of ]() to 12 months to determine the condition of the paint coating. Breaks or r.iiluros should be repainted immediately. 'Flic fre- quency of repainting will depend u])on I he < |i;iracteristics of the top coat, characteristics of the

roof, and climatic conditions. As stated alxnc,

a terne roof properly maintauied will give good

service.

VIII. COPPER ROOFING

1. Geneiial

From the standpoiTit of service, copper is one of the oldest of the metals used for roofing.

In general, it is one of the least chemiciilly

active of the ordinary metals commercially used

for this purpose. When copper roofing is ex- posed to the atmosphere, a green coating known

as patina develops after a few years, which aids

in protecting the metal. Copper is easily

worked and soldered; these qualities, combined

with its durability, lightness in weight, ease of handling, and beauty, make it an excellent

metal for roofing. The cost of material and

installation of 16-oz copper, which hitherto has

been used generally for roofing, is rather high

compared with other materials, and this factor

has limited its use. Numerous important buildings and large residences in the United States have copper roofs many years old (fig. 18), and

other examples which have lasted for centuries can be found in Europe. Its use on the

smaller-type residences in this coimtry, however, has been negligible mainly because of the

high initial cost of installation.

Rooftng sheet copper is now conuuercially

available in a variety of weights and gages up

to a thickness of 0.25 in. [J 2]. The gage of

sheet copper is defined by the weight in oimces

per square foot of sheet; 16-oz copper means

copper weighing 16 oz/ft^. Copi)er of this weight is apj)roximately 0.0216 in. thick.

Sheet copper is nuide m varying degrees of temper, or hartlness, with two types used for buildmg construction. These arc known as

soft and hard, or cold-rolled. Soft copper is also known as roofing temper, inasmuch as it is used for all roofing, dashing, coiniter-ilashing

work, and shaped or formed work where it is

[19]
Figures 16 to 21.

Metal roofs.

Figure 16, standing-seam sheet-copper root; figure 17, liglitweight sheet-copper roof; figure 18, heavyweight sheet-copper roof on Christ Church,

Philadelphia, Pa., applied in 1749; figure 19, copper shingles; figure 20, painted galvanized metal shingles (old type); figure 21, painted galvanized metal shingles (new type).

[20]
Figures 22 to 27.

Metal roofs.

Figure 22, painted galvanized shingle tile laid to resemble old European tile; figure 23, V-crimp roofing; figure 24, standing-seam terne roof; figure

25, old standing-seam terne roof approximately 80 years old; figure 26, zinc batten roofing; figure 27, flat-seam roofing on low-pitched deck (picture taken at an angle).

[21]
supported, such as built-in gutter linings. The

hard copper is known as cornice temper and is used wherever strength and rigidity are required

to support hanging gutters, eaves troughs,

downspouts, cornices, etc. The expansion of copper is considerably

greater than that of iron of steel and suitable

precautions must be taken in installing a copper

roof. Normally, the vertical seams, particularly the standing or batten seams, provide

adequately for temperature movement. Looselock seams are also utilized in many instances

and they permit expansion. On flat decks

where small sheets are locked and soldered

together and held to the roof by means of cleats, a slight bulging of the sheets will take care of some movement of the sheets. However, large areas should be provided with expansion joints.

The fact that contraction and expansion of the

sheet occurs in all directions should be borne in mind in installing these joints. Premature fail- ure has resulted on some copper roofs because

expansion joints were installed in one direction

only on the flat sections. Some roofing contractors break flat-seam sections into areas approximately 10 feet square, with expansion

joints at right angles to each other.

2. Types

(a) With Standard-Weight Sheets

In the past it has been the usual practice to

install copper roofs with a minimum weight of 16 oz and to use heavier sheets for cornices,

ventilators, etc. Thus the 16-oz grade had

become more or less standard for roofing purposes. It is installed in the following types:

batten, or ribbed-seam, standing-seam, flat- seam, corrugated roofing, shingles, and tiles. These are installed in accordance with the general types of roofing already described.

(b) With Lightweight Sheets

Several new types of copper roofs weighing

less than the conventional 16-oz type have been

hitroduced in this country within the last decade, but service experience with them is limited.

They range from 10 oz to the lighter weights.

The cost of these new grades is considerably less than the 16-oz type, and they are finding an

application for residential roofings.

Ten-ounce roofing copper is applied as the

standing-seam type on slopes with a minimum

pitch of 3 in. /ft in warm climates and 6 in. /ft in sections of the country having considerable snow. Soldering is not recommended. Sheets

16 in. wide and 6 ft long are either formed into

pans on the roof or locked with cross seams in the shop and assembled into rolls. A length

extending from ridge to eaves is then cut from

the roll and the sides turned up. A standing- seam joint is formed with either adjacent pans

or turned-up edges of adjacent unrolled lengths. In the pan method, successive upper pans are locked to each other by means of loose-locked

horizontal cross seams. This provides for longitudinal movement of sheets due to temperature changes, and similar movement across the

sheet is permitted by the standing seam, which

should have a base spacing of at least in. A roofing square of this 10-oz type of copper

sheet weighs approximately 80 lb. Figure 16

illustrates a finished roof of this type.

Long strips of 3-oz weight (approximately

0.004 in. thick), cold rolled, copper sheet with

either asphalt-saturated felt or thick paper

cemented to one surface (under side) are first attached to the roof at the edges of, and parallel

with, the eaves. Additional strips are then

applied until the roof is completely covered;

adjacent courses being jomed by either doublelocking (flat) or single-locking with continuous

metal clamps. The insertion of short pieces

of wooden lath or crimping of the metal across the width of the sheet is to provide for expansion

and contraction and to produce a shingle-like

j eft'ect on the finished roof. A square of this type of roofing weighs approximately 60 lb fully installed. Figure 17 illustrates one of the 3-oz copper

roofs installed on a small house.

Copper sheet (3-oz weight), cemented with

asphalt-saturated felt on the under side, is also applied in corrugated form as strip shingles

somewhat similar to asphalt stiip shingles.

IX. SUMMARY I Many metals have satisfactory properties

which make them ideal materials for roof coverings. Several metals which are suitable for roofing and whose cost is compatible with other

[22]
materials used in low-cost housing construction

are discussed in detail in this publication.

The following general properties of metals

I make them easily adaptable and advantageous

for roof coverings: long durability; ease of

I application (of some types) ; good fire-resistI ance; good lightning protection when properly

grounded; mechanical strength and rigidity;

lightness in weight: and minimum effect upon

their durability by extremes of temperature.

The disadvantages are the problem of adequate provision for expansion and contraction;

j monotonous appearance of some types; high

j heat conductivity; requirements for periodic

! inspections and maintenance; and noise that

I may result from rain, hail, and wind.

' Galvanized ferrous metal probably is used to a greater extent than any of the other roofing

metals. Low initial cost and satisfactory service

life in not too corrosive an atmosphere and with an average weight of zinc coating, together with

those advantageous properties mentioned previously, combine to account for their widespread use on residential, farm, and industrial

buildings. Increased interest, in recent years

by manufactm-ers, in producing a product having a pleasing appearance is tending to extend

their field in residential roofing.

Roofing ternes cost slightly more than galvanized roofings and render long and satisfactory

service when properly maintained by painting.

Careful design, choice of type of roof, and care and skill in application will produce a pleasing

and durable cover for low-cost houses.

Sheet copper is in a still higher-price bracket,

but when carefully applied by skilled workmen

and then allowed to weather for a period of years

should present an attractive and enduring roof

covering for almost any type of house. Little

information is available as to the durability of the lightweight sheets over a long period of years. Other metals have been used for roof coverings but thus far initial cost, limited availability, or the difficulty of application has restricted

their widespread use on dwellings in the low-cost

field.

The assistance of H. R. Snoke, of the Chemistry Division, and of roofiug manufactm'ers is acknowledged.

X. SELECTED REFERENCES '

[11 National A.ssociation of Stioot Mental Contractors,

Standard Methods of Hlieet Metal IVacticeK,

Pittsburgh, Pa. (1938.) Copper and Brass Research Association, Sheet Copper Handbook, New York, N. Y. (1937.) American Brass Co., Copper Roofing, Installation Suggestions, Waterbury, Conn. (19.37.) American Zinc Institute, Inc., Zinc Workers Manual, New York, N. Y. (192!».j How to Lay Steel Roofing, jjiiblislied by several

of the leading steel maiuifacturers. James McCawley, Roofing: Estimating—Applying—Repairing (175 Fifth Ave., New 'i'ork, N. Y.). (1938.) A. D. Edgar and T. A. H. Miller, Roof Coverings

for Farm Buildings and Their Repair, Farmers'

Bulletin No. 1751, U. S. Department of Agriculture. (1935.) Scents.

T. S. Rogers and W. McQuade, Roofing Materials, Reference data, American Architect 16, 65, Feb.

1935.

[2] Protection of Buildings and Farm Property from

Lightning, Farmers' Bulletin No. 1512. Obtainable from the U. S. Department of Agriculture,

Washington, D. C.

[3] National Bureau of Standards Handbook H21,

Code for Protection against Lightning. (1937.) 15 cents.

[4] Galvanized Nails, Federal Specifications FF-N-10.

5 cents.

[5] Iron and Steel: Sheet, Black and Zinc-Coated

(galvanized). Federal Specification Q(J-I-696.

(1934.) 5 cents.

[6] R. E. Pollard and W. C. Porter, Methods of Investigation of Surface Treatment for Corrosion Protection of Steel, NBS Building Materials and Structures Report BMS8. (1938.) 10 cents.

[7] R. F. Passano, Harmony of Outdoor Weathering

Tests, Symposium on the Outdoor Weathering of Metals and Metallic Coatings, American Societj" for Testing Materials, Philadelphia, Pa (1934.)

[8] Roofing Ternes, NBS Simplified Practice Recommendation R30-37. (1937.) 5 cents.

[9] Terneplate (Roofing Tin), Federal Specification

QQ-T-201. (1930.) 5 cents.

[10] R, E. Pollard and W. C. Porter, Surface Treatment of Steel Prior to Painting—1. NBS Building Materials and Structures Report BMS44. (1939.) lOjS. [11] P. H. Walker and E. F. Hickson, The Painting

of Structural Metal (Steel, Galvanized Metal,

Tin Plate, and Copper), NBS Letter Circular

422. Obtainable from the National Bureau

of Standards, Washington, D. C.

[12] Copper: Bars, Plates, Rods, Shapes, Sheet, and

Strip, Federal Specification QQ-C-501. 5 cents. Washington, November 29, 1939.

> Where prices are given in the list, the publication may be purchased from the Superintendent of Documents, United States Government

Printing Office, Washington, D. C. Postage stamps should not be sent.

[23]
)I

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BUILDING MATERIALS AND STRUCTURES REPORTS

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BMSl Research on Building Materials and Structures for Use in Low-Cost Housing 10^ BMS2 Methods of Determining the Structural Properties of Low-Cost House Constructions, _ 10^ BMS3 Suitability of Fiber Insulating Lath as a Plaster Base 10^ BMS4 Accelerated Aging of Fiber Building Boards 10^ BMS5 Structural Properties of Six Masonry Wall Constructions lo^ BMS6 Survey of Roofing Materials in the Southeastern States 15^ BMS7 Water Permeability of Masonry Walls 10^ BMS8 Methods of Investigation of Surface Treatment for Corrosion Protection of Steel 10^ BMS9 Structural Properties of the Insulated Steel Construction Company's "Frameless-Steel"

Constructions for Walls, Partitions, Floors, and Roofs lOyi BMSIO Structural Properties of One of the "Keystone Beam Steel Floor" Constructions Sponsored by the H. H. Robertson Co lOp

BMSll Structural Properties of the Curren Fabrihome Corporation's "Fabrihome" Constructions for Walls and Partitions IQi^ BMS12 Structural Properties of "Steelox" Constructions for Walls, Partitions, Floors, and Roofs

Sponsored by Steel Buildings, Inc 15$i BMS13 Properties of Some Fiber Building Boards of Current Manufacture lOfi BMS14 Indentation and Recovery of Low-Cost Floor Coverings 10^ BMS15 Structural Properties of "WheeUng Long-Span Steel Floor" Construction Sponsored by

Wheeling Corrugating Co 10^ BMS16 Structural Properties of a "Tilecrete" Floor Construction Sponsored by Tilecrete Floors, Inc i.. 10^ BMS17 Sound Insulation of Wall and Floor Constructions 10^ BMS18 Structural Properties of "Pre-Fab" Constructions for Walls, Partitions, and Floors Sponsored by the Harnischfeger Corporation 100 BMS19 Preparation and Revision of Building Codes 15^ BMS20 Structural Properties of "Twachtman" Constructions for Walls and Floors Sponsored by

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Floors, and Roofs 150 BMS26 Structural Properties of "Nelson Pre-Cast Concrete Foundation" Wall Construction

Sponsored by the Nelson Cement Stone Co., Inc 100 BMS27 Structural Properties of "Bender Steel Home" Wall Construction Sponsored by the Bender Body Co 100 BMS28 Backflow Prevention in Over-Rim Water Supplies 100 BMS29 Survey of Roofing Materials in the Northeastern States 100 BMS30 Structural Properties of a Wood-Frame WaU Construction Sponsored by the Douglas

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[List continued on cover page IV]
BUILDING MATERIALS AND STRUCTURES REPORTS

[Continued from cover page III] BMS36 Structural Properties of Wood-Frame Wall, Partition, Floor, and Roof Constructions with

"Red Stripe" Lath Sponsored b}' The Weston Paper and Manufacturing Co 10^ BMS37 Structural Properties of "Palisade Homes" Constructions for Walls, Partitions, and

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by Knap America, Inc 100 BMS41 Effect of Heating and Cooling on the Permeability of Masonry Walls 10^ BMS42 Structural Properties of Wood-Frame Wall and Partition Constructions With "Celotex"

Insulating Boards Sponsored by the Celotex Corporation 100 BMS43 Performance Test of Floor Coverings for Use in Low-Cost Housing: Part 2 100 BMS44 Surface Treatment of Steel Prior to Painting 100 BMS45 Air Infiltration Through Windows 100 BMS49 Metallic Roofing for Low-Cost House Construction 100