BOSTON NEW YORK CHICAGO Lally Column Co. of New York CALYER AND RUSSELL STREETS. BROOKLYN. N. Y. Brooklyn, X. Y. /pril 2oth, 1918. The ^/estinghouse Co., Schenectady, N. Y. Gentlemen; Replying to your inquiry of the 18th inst., we are enclosing herewith copy of our latest catalogue containing full information in regard to Lally Columns. On page 24 you will note the list prices on light weight columns. At the present time we are quoting as follows on these columns; 5”, 3^" and 4|"-list, plus 10$. 4"-list price. 5"-list, plus 35$. 6"-list, plus 25$. Should you require any heavy weight col¬ umns, kindly send us schedule and we will quote you on same. Very truly yours, LALLY COLUMN CO. OF N.Y, AK Avtur ubhahy »«'T* United States Column Co. CAMBRIDGE, MASSACHUSETTS Established 1897 LALLY COLUMN CO. OF NEW YORK Calyer and Russell Streets Brooklyn, New York LALLY COLUMN CO. OF CHICAGO 4001 Wentworth Avenue Chicago, Illinois Manufacturers of LALLY PATENT COLUMNS 2 LALLY COLUMNS CONTENTS John Lally, Inventor of the LALLY COLUMN 3 Testing a Lally Column at the Watertown Arsenal 4 Description of Lally Columns 6 Specifications of Lally Columns 6-7 Descriptions of Standard Bracket Caps 8-10 Latest Bracket Cap Construction 11 Bracket Cap with Double Flange Connections 12 Continuous Lally Columns 13 Ornamental Lally Columns 14 Standard Lally Columns 16 Adjustable Caps . 16 Lally Columns with Beam Supports at Different Elevations 17 Continuous Veranda Support . 18 Railroad Shelter Construction Using Lally Columns 19 Reinforced Lally Columns 20-21 Steel Built-up Bases 22 Sizes of Caps and Bases for Light-Weight Columns Carried in Stock . Diameter and Lengths of Light-Weight Columns Carried in Stock 23 Price List of Lally Light-Weight Columns 24 Strength List of Lally Light-Weight Columns 26 Price List of Lally Heavy-Weight Columns 26-27 Strength List of Lally Heavy-Weight Columns 28 Advantage of Lally Columns 29-31 Tests Made at Wentworth Institute 32 Buildings Equipped with Lally Columns 34-43 Views of Chelsea and Salem Fires, Effect on Lally Columns 44-68 Building in which Lally Columns Were Used 62-63 Patents on Lally Columns 64 AVERY LIBRARY COLUMBIA UNIVERSITY Classics AT l3ao LI57 1917 JOHN LALLY, Inventor of “ Lally Columns” Testing a Lally Column LALLY COLUMNS 5 r ^ L--J L ALLY COLUMNS are a building support made up of a steel outer shell and a compact filling of concrete. They are the best, cheapest, and most durable support made. The LALLY COLUMNS are made in a modern factory, thoroughly equipped with modern machinery. Each LALLY COLUMN must take so much filling, weigh so much, and stand so many tons compression. Each LALLY COLUMN goes through a process of manufacture, by special machinery, which entirely eliminates air holes or cavities. Each LALLY COLUMN is stamped with our trademark, “LALLY PATENT COLUMN.” Each column is filled under the supervision of an official in¬ spector. The outside shell of a LALLY COLUMN is made of steel. The inner part, or filling, is made of sand, cement, and blue trap rock of the highest quality, automatically measured, machine mixed and thoroughly compressed, giving the highest possible results for the compression of concrete. These facts are proven by our United States Arsenal tests. LALLY COLUMNS are manufactured complete, and shipped ready to set up in the building in one fourth the time of any other columns. 6 LALLY COLUMNS Why Architects Should Specify Lally Columns 1. Because they are the best supports known. 2. Because they are absolutely reliable for what we claim for them. 3. Because by our system of reinforcement a much smaller diameter may be used when desired. 4. Because we are the only people in the column business equipped with special machinery for making such columns. 6. BECAUSE WE ARE THE ORIGINATORS, AND ALL OTHERS ARE INCOMPETENT, INEXPERIENCED, WOULD-BE IMITATORS. 6. Because we have a full line of tests from the United States Arsenal to prove the value of LALLY COLUMNS. 7. Because there is no danger of failure of our steel bracket caps, as in the case of cast iron. The uncertainty of a cast- iron bracket is conceded by all authorities. 8. Because in the hundreds of thousands of columns used in our fifteen years experience we have not had one accident caused by our columns. 9. Fire, water, and weight will quickly destroy a hollow column, but many times the same quantity of fire, water, or weight will not even affect the LALLY COLUMN. 10. The LALLY COLUMN can be furnished in less than one quarter the time that a cast iron or a steel made-up column can be turned out, making a large saving of time, which is a saving of money. 11. Because the Lally Patent Steel Cap for beams and continuous column connection is so far superior to the Loose Cast Iron Cap used by our imitators. See pages 29, 30, and 31. LALLY COLUMNS 7 Why Architects Should Insist Upon Using the Lally Column When They Specify it Because there are, unfortunately, a number of unscrupulous people who are always anxious to “skin the job”; and such men frequently try to substitute some cheap, worthless article for the LALLY COLUMN, regardless of the injustice to the owner and the architect. All for the saving to themselves of a few cents on an article of the most vital importance in the whole building — the supports. We invite comparison of the LALLY COLUMN with any column on the market, in actual test, knowing that for strength, durability, and economy it is without a peer. LALLY COLUMNS are cheaper in the same carrying capacity than any other column. 8 LALLY COLUMNS Fig. A Showing a detail of the construction of our standard Steel Patent Cap. This whole arrangement makes a complete as¬ sembled steel and concrete bracket cap for beam and continuous column connections. L ALL Y COLUMNS 9 Description of Fig. A Jn corresponding numerals) 1. Represents steel shell of upper column. 2. Represents crown plate of bracket cap upon which beams or girders rest. 3. Holes for bolts to fasten beam to plate 2. 4. 6. Represent tie bolts passing from crown plate 2, through brackets 8 and 9, also through cap 7, entering the casing 11 of the lower column, and also embedded in the concrete. 6. Represents a steel rod or pintle embedded in the con¬ crete at the base of the upper column, extending into the cap of the lower column, resting on cap plate No. 7, thus holding the upper column firmly in position. 7. Represents a cap plate which sets on casing No. 11 of the lower column, forming a seat for brackets 8 and 9, through which the bolts 4 and 5 pass. 8. 9. Are brackets setting on cap 7, extending to the under side of crown plate 2, with bolts 4 and 6 passing through same, making a bracing support for crown plate 2, on which beams rest. 10. Represents a reinforcement of steel embedded in con¬ crete of lower column, passing from under side of cap 7 to base of column. 11. Represents steel shell of lower column. 10 LALLY COLUMNS Plarfof LALLY PATENT steel cap at section x x of Fig. A Description (In corresponding numerals) No. 4 and No. 5 show tie bolts which bind the members of the cap and secure the cap to the column shaft. No. 6 shows the dowel pin which extends from the upper column. No. 8 and No. 9 show strengthening brackets through which bolts No. 4 and No. 5 pass. These brackets support the crown plate upon which the beams rest. No. 13 shows segments which form the neck of the cap and make a uniform support for crown plate No. 2 of Fig. A. 11 LALLY COLUMNS The above cut shows our latest construction of bracket and beam support where one column sets over the other. This cap consists of crown plate and steel bracket inserted through slots in the column shaft and firmly affixed thereto. 12 LALLY COLUMNS The above cut shows a special connection fastening top and bottom flanges of beams securely to column. LALLY COLUMNS 13 Fig. C Shows continuous LALLY COLUMN and Beam connection. The upper column resting on crown plate of lower column. Both columns are connected by a dowel pin as shown, or may be bolted together if desired. 14 L ALL Y COLUMNS Fig. D Ornamental column for exterior and interior work. LALLY COLUMNS 15 Plain Shaft Column with Ordinary Plate for Wood Beam Connection. For stock lengths and sizes of caps and bases, see page 23. 16 LALLY COLUMNS The above is an illustration of our screw caps especially adapted where a variation in a length may be desired. Columns equipped with these caps may be shortened or lengthened while set in place. This type of column will be appreciated by persons familiar with the erecting of columns, as it eliminates the necessity of shimming. We carry these caps in stock for 4 inch, 43^ inch, and 6 inch columns only. 17 LALLY COLUMNS Lally Column with Beam Supports at Different Elevations. These columns may be arranged to meet any requirements. 18 LALLY COLUMNS Lally Columns as a continuous veranda support for either wooden girders or steel beams are unsur¬ passed. Our special caps present a neat appear¬ ance and are particu¬ larly adapted to this form of construction. Plan showing cap connections for beams and continuous columns of veranda. LALLY COLUMNS 19 The above is a design showing the advantage and ready application of Lally Columns in railroad station shelters. We solicit inquiries from interested persons in this line of construction. 20 LALLY COLUMNS The above is a" section of a Lally Column showing the steel outer shell filled with concrete. The concrete is compressed, thus eliminating all air voids. Lally Columns are made in light and heavy weight sections. This cut is a section of a Lally Column with a single steel bar reinforcement. This type is used wherever a small addi¬ tional reinforcement is required. LALLY COLUMN S 21 In this cut is shown a section of a Lally Column reinforced with a pipe. This construction is used wherever reinforcing to the extent of several square inches of metal area is necessary to sustain the load prescribed. The reinforced Lally Column shown in the section above is the most compact fireproof column manufactured. The four angle irons as well as the concrete within the radius of same are designed to carry the load. The outer shell and the concrete outside the radius of the angles act as fireproofing and make the column practically indestructible. 22 LALLY COLUMNS Here is shown a new steel built-up base attached to a Lally Column. It consists of a steel bottom plate fastened to the four steel brackets which are firmly attached to the column shaft through slots in same. LALLY COLUMNS 23 Stock Sizes of Caps and Bases for Light-Weight Columns Diam. Col. Size of Plates 3 5 4" x 6 1 •/' x 4" 3 1 i" 6" x 6" x 1 2 " — 6" x 8' ' x ,4" 4" 6" x 6" x y s " — 6" x 8" x y - 8" x 8" x 4" 4 1 2 ' 8" x 8" x y 5" 8" x 8" x :, 4 " ^ 10" x 10" x 6” 8" x 8" x 1" - 10" x 10" x 1" — 12" x 12" x 1" Stock Lengths of Light-Weight Columns Diam. Col. Lengths 6 -0" 6 - 8" 7'-4" 3" 6-4" 6-10" 6 -6" 7 - 0" 7'-6" 6-0" 6'-10" 8-0" CO 6 -4" T- 0" 8-6" 6 -6" 7'- 4" 6 -8" 7 - 6" 9-0" 4" Same Lengths as 3 4' 7-0" 8-6" 10-0" 4 1 o" 7- 6" 9-0" 8- 0" 9-6" 5" Same Lengths as 4 4 " 6 8-0" 9'-0" 8-6" 9'-6" 10-0" To avoid delay please confine yourself to these lengths if possible Price List of Our Light-Weight Lally Columns 24 LALLY COLUMNS (/) O C/3 m 73 a c C/3 CL U bJO G •3 o o G 0) O) U< .3 C/3 G E O U o C/3 £ T/. G a> J3 * s ® C CM O ■*-* 1 ft to © to o © Cm ^ ^ 00 to CO 00 o ® -a ► 69- £ O tO o o o to o 03 o 00 to 03 03 CS3 00 to t> b rH rH 69- rH b O o to o o to 00 o 03 03 H 00 CO to b 69- rH b tO to o to to o 03 CO rH Tt< co H 03 b to b b o 69- ~CO O o to o o to V 1 CO to o 03 o H 03 b b b b o lO to o o to o | CO ▼H o to 03 o H 03 b b b b ; o o o to O to CO 03 rH rH CO b 03 03 to b b o to O o to o i 03 CO 00 to CO o b 03 03 b to b b " 11.50 13x24x!" 12.34 19x24x1" 13.52 24x24x1" 14.18 4.36 We manufacture Steel Bracket Caps any size and shape to meet any and all requirements. We charge for extra steel furnished in caps larger than stock sizes LALLY COLUMNS 27 NOVEMBER 1, 1916 WEIGHT COLUMNS Prices and Sizes of Plate. Cast Iron Caps and Bases Diam. of Col. Area of Metal Section of Column Area of Concrete Section of Column Size of C. I. Cap Price of C. I. Cap Size of C. I. Base Price of C. I. Base 3J" 2.23" 7.38" 6x 8x $ .25 6x 8x $ .25 4" 2.68" 9.88" 8x 8x 1" .40 8x 8x §-" .40 4J" 3.17" 12.73" 8x 8x \" .45 8x 8x .45 5" 3.67" 16.96" 10xl0x -1" .70 lOxlOx l" .70 5 4.32" 19.98" lOxlOx 1" .70 12x12x1" 1.50 61" 6.58" 28.88" 10x14x1" 1.40 16x16x11"* 3.40 71" 6.92" 38.72" 12x14x11" 2.10 18x18x2"* 5.80 81" 8.40" 50.02" 12x14x14" 2.10 20x20x21"* 9.00 9|" 10.04" 62.72" Special Special 22x22x3"* 12.00 10," 11.94" 78.82" Special Special 24x24x3"* 20.00 12»" 14.69" 113.09" Special Special Special Special ♦Beveled Safe Carrying Capacity of our Heavy-Weight Lally Patent Columns in tons of 2,000 lbs. 28 LALLY COLUMNS •o C o o C cd x: H o * CO LALLY COLUMNS 29 popularity of the Lally Column is largely due to its reliability. It is an established fact that cast iron is an uncertain quantity. The cast iron cap used by our imitators as shown on page 30 makes the vital part of the column unre¬ liable. The inside of this cast iron sleeve cap rests loosely on the top of the column shaft, and is very often rough and uneven. The depth of the sleeve makes it impracticable to reach the bearing surface with a tool to smooth or face it. This gives the cap an uneven bearing on the column, which results in the glaring weakness as shown by the illustra¬ tion on page 30. OUR LALLY STEEL CAPS ARE ALWAYS RELIABLE AND SURE TO CARRY THE LOAD FOR WHICH THEY ARE DESIGNED. 30 LALLY COLUMNS CAST IRON CONNECTION Above cut shows a two-way, loose, cast-iron bracketed cap which our imitators use. To prove the weakness of this type of beam connection, we have had a test of same at U. S. Arsenal, resulting in an ultimate strength of only 84,200 pounds. You will note that in this connection the column shaft enters up into a sleeve, the crown plate of the cap resting on the column shaft. The supporting brackets are cast on said sleeve. You can readily see the vast inferiority of this loose connection by the above test. LALLY COLUMNS 31 LALLY CONNECTION Above cut shows the New Lally Steel Bracket Two-way Beam and Column Connection. This cap has been tested at the U. S. Arsenal, offering a resist¬ ance of 500,000 pounds, and then only bending the plates and brackets slightly. We ask you to contrast figures on pages 30 and 31. These cuts are half-tones taken from photographs of the identical Caps which were tested. 32 LALLY COLUMNS Here are shown four Lally Columns that were tested by the Wentworth Institute of Boston, Mass., with absolutely no solicitation on our part. You will note on the cards attached to the columns that in each case the failure of the column was at a greater pressure than our listed loads for these sizes. LALLY COLUMNS 33 the following pages we show pictures of some of the various types of Buildings which we have equipped with Lally Columns. We especially call your attention to the photographs showing the Lally Columns which have stood in de¬ fiance of the ravages of the terrible Chelsea and Salem fires. 34 LALLY COLUMNS Lally Columns in “Boston Store” of Denholm & McKay Co., Worcester, Mass. Nearly all architects use Lally Columns for store and mercantile buildings. LALLY COLUMNS 35 This picture shows one of the six floors of the new Kerr Mill, Fall River, Mass., for the American Thread Co., equipped with Lally Columns, continuous from basement to roof. 36 LALLY COLUMNS The Lally Columns and connections are used extensively in mill construction. Some of the largest mills in the country are supported by Lally Columns. Exterior View of Kerr Mill, Fall River, Mass. LALLY COLUMNS 37 Lally Columns in Shetucket Woolen Mills, Baltic, Conn. 38 LALLY COLUMNS LALLY COLUMNS 39 Holmes Manufacturing Co. Mill New Bedford, Mass. Lally Columns used throughout Charles W. Praray, Eng. 40 LALLY COLUMNS Showing Lally Columns in Basement LALLY COLUMNS 41 Domenico Building Chelsea, Mass. Lally Columns used 42 LALLY COLUMNS Lally Columns used throughout LALLY COLUMNS 43 Saint Rose Catholic Church Chelsea, Mass. Lally Columns used before and after the fire 44 LALLY COLUMNS LALLY COLUMNS IN RUINS OF CHELSEA Ruins of St. Rose Catholic Church in Chelsea, Mass. Showing Lally Columns standing as firm as before the fire. This photograph was taken the morning after the fire. There can be no doubt of the supremacy of the Lally Columns after these wonderful tests for fire resistance. LALLY COLUMNS 46 ' Another View of the Chelsea Ruins The Lally Columns may be seen here standing upright and unharmed by the terrible fire which destroyed all before it except the Lally Columns. 46 LALL Y COLUMNS Another place in Chelsea fire ruins where the Lally Columns stood the test without failure. Note condition of other metal. LALLY COLUMNS 47 In this building, also, the Lally Columns were the only part of the building to stand unharmed through the fire. 48 LALLY COLUMNS View of the ruins of the French Catholic Church and School, Salem, Mass. after the fire. LALLY COLUMNS 49 Church ruin, showing a lot of cast iron columns broken in several pieces. 50 LALLY COLUMNS Interior view of the French Catholic Church, Salem, Mass., showing the ruins after the fire. The small white arrows show the condition of the cast iron columns that were used. LALL Y COLUMNS 51 View of the French Parochial School ruins adjoining the church, showing the condition of the Lally Columns after the fire at Salem, Mass. 52 LALLY COLUMNS This building was equipped with cast iron columns which were completely destroyed as shown. The white arrows show some of the destroyed cast iron columns. LALLY COLUMNS 63 Note the condition of cast iron columns. White arrows indicate location. 54 LALLY COLUMNS View of Lally Column holding the comer of a building after the fire. LALLY COLUMNS 55 A Salem ruin, showing the condition of the Lally Columns after the fire. 66 LALLY COLUMNS One of the many hundreds of residences where Lally Columns were used in the Salem fire. LALLY COLUMNS 57 Note the condition of all material and contrast with the Lally Columns. 58 LALLY COLUMNS LALLY COLUMNS 59 The following is a List of a few of the Buildings where LALLY COLUMNS are in use SHETUCKET WORSTED MILL Baltic, Conn. AMERICAN GRAPHAPHONE CO. Bridgeport, Conn. BRIDGEPORT BRASS CO. FACTORY Bridgeport, Conn. CONNECTICUT BREWERIES CO. BUILDING .... Bridgeport, Conn. POLI THEATER . . Bridgeport, Conn. AUTO EXCHANGE Geo. Lewitt New Britain, Conn. NEW BRITAIN THEATER New Britain, Conn. C. W. BLAKESLEE New Haven, Conn. MALLEY BUILDING, New Haven, Conn. MOELLER BUILDING New Haven, Conn. CITY HALL . . South Norwalk, Conn. OVERLAND-WATERBURY GARAGE Waterbury, Conn. NATCHAUG SCHOOL, Willimantic, Conn. NUCKOLLS PACKING HOUSE CO. Pueblo, Col. ROUMANIAN-GREEK CATHOLIC CHURCH. Aurora, Ill. ROUMANIAN SOCIETY HALL Aurora, Ill. PACIFIC PRESS PUBLISHING ASSO. Brookfield, Ill. AMERICAN FILM CO. BUILDING Chicago, Ill. BRUNSWICK-BALKE-COLLENDER BUILDING.Chicago, Ill. CHICAGO ART INSTITUTE Chicago, Ill. CHARLES BOSTROM BUILDING Building Commissioner of Chicago Chicago, Ill. CHICAGO BEACH HOTEL Chicago, Ill. CHICAGO PACKING BOX CO. FACTORY.Chicago, Ill. GARFIELD PARK STORAGE WAREHOUSE.Chicago, Ill. HOLCOMB STEEL CO. WAREHOUSE Chicago, Ill. HOME LIFE INSURANCE BUILDING Chicago, Ill. HOTEL ASTOR.Chicago, Ill. I. A. C. BUILDING .... Chicago, Ill. LAWNDALE WHOLESALE GRO¬ CERY BUILDING .... Chicago, Ill. LA SALLE EXTENSION UNIVERSITY Chicago, Ill. LIBERTY TRUST & SAVINGS BANK Chicago, Ill. MERCHANTS LITHOGRAPHING CO. BUILDING.Chicago, III. METROPOLITAN STATE BANK Chicago, Ill. OPPENHEIMER & CO. DEPT. STORE Chicago, Ill. PETTIBONE-MULLIKEN CO. BUILD¬ ING .Chicago, Ill. POST OFFICE, Logan Square Station Chicago, Ill. RECTOR’S RESTAURANT Chicago, Ill. REGAN PRINTING CO. BUILDING Chicago, Ill. SEARS ROEBUCK & CO. OFFICE Chicago, Ill. SMITH FORM-A-TRUCK CO. BUILD¬ ING .Chicago, Ill. ST. KILLIAM’S CHURCH Chicago, Ill. ST. MELS’ CHURCH . . Chicago, Ill. STOCK YARDS POST OFFICE Chicago, Ill. SPOFFORD-WHITE CO. BUILDING Chicago, Ill. S. S. KRESGE BUILDING Chicago, Ill. THE GLOBE MILLS . . . Chicago, III. THIRTEENTH CHRISTIAN SCIENCE CHURCH.Chicago, Ill. THOMAS M. SMYTH, Post Office Chicago, Ill. THOMPSON RESTAURANTS Chicago, Ill. UNION LINEN SUPPLY CO. FACTORY.Chicago, Ill. UNITED CIGAR STORES CO. Chicago, III. 60 LALL Y COLUMNS WHEELER CLOUGH VARNISH FACTORY.Chicago, Ill. WOODLAWN BRANCH, Post Office Chicago, Ill. WOOLWORTH BUILDING Chicago, Ill. PUBLIC SCHOOL . . . Glenview, Ill. ORRINGTON-LUNT LIBRARY BUILDING, Northwestern University, Evanston, Ill. THORNTON TOWNSHIP HIGH SCHOOL.Harvey, Ill. WM. PEASE HOTEL . . . Harvey, Ill. HINSDALE CLUB HOUSE, Hinsdale, Ill. EVANSTON HOTEL . . Evanston, Ill. CHICAGO STORE BUILDING Kankakee, Ill. OAK PARK FIRE DEPARTMENT Oak Park, Ill. LETTS & BENNETT APARTMENT BUILDING. Rockford, Ill. FIRST CHURCH CHRISTIAN SCIENCE Wilmette, Ill. GRADE SCHOOL Hammond, Ind. ST. MICHAEL’S SCHOOL Schererville, Ind. WARSAW THEATER AND OFFICE BUILDING. Warsaw, Ind. COMMONS BUILDING Dubuque, la. CUSHMAN-HOLLIS SHOE FACTORY Auburn, Maine Y. M. C. A.Augusta, Maine EASTERN TRUST BUILDING Bangor, Maine BATES STREET FACTORY Lewiston, Maine JOHN D. ROCKEFELLER, Jr., RESIDENCE . . Seal Harbor, Maine ELKS CLUB .... Waterville, Maine LEACH & GARNER FACTORY Attleboro, Mass. ATTLEBORO SCHOOL, Attleboro, Mass. WALKER MISSIONARY HOME Auburndale, Mass. BELMONT SPRINGS COUNTRY CLUB.Belmont, Mass. BEVERLY HIGH SCHOOL Beverly, Mass. ALMSHOUSE AND HOSPITAL (city of Boston).Boston, Mass. EYE AND EAR INFIRMARY (Nurses’ Dormitory) .Boston, Mass. FERGUSON’S BAKERY, Boston, Mass. F. W. WOOLWORTH CO., Boston, Mass. N. E. COAT & TOWEL SUPPLY CO. Boston, Mass. PLANT SHOE FACTORY, Boston, Mass. UNITED DRUG CO. . . Boston, Mass. GEO. L. DOW BUILDING Cambridge, Mass. HENNESSEY BUILDING Cambridge MURRAY & EMERY CO. FACTORY Cambridge, Mass. RIVERSIDE PRESS, Cambridge, Mass. SALVATION ARMY BUILDING Cambridge, Mass. CAMBRIDGE PAPER BOX CO. Cambridge, Mass. J. L. HAMMETT CO., School Supplies Cambridge, Mass. TECH. BLOCK . . Cambridge, Mass. SAINT ROSE CHURCH (before and after the fire) . . . Chelsea, Mass. LAWSON STABLES, “Dreamwold” Egypt, Mass. KERR MILL, AMERICAN THREAD Fall River, Mass. ROBICHAUD & MOUNTAIN BUILD¬ ING . . . Gardner, Mass. HEARN BUILDING . Holyoke, Mass. | FARR ALPACA MILL Holyoke, Mass. I CHERRY & WEBB STORES Lawrence, Mass. I WASHINGTON MILLS, Lawrence, Mass. CITY STABLES .... Lowell, Mass. ST. PETER’S SCHOOL Lowell, Mass. JOHN PILLING SHOE FACTORY Lowell, Mass. I LUDLOW MILL . . . Ludlow, Mass. I MALDEN HIGH SCHOOL Malden, Mass. BOSTON STORES, New Bedford, Mass. NEILD MANUFACTURING CO. MILL New Bedford, Mass, i BOOTH MANUFACTURING CO. MILL .New Bedford, Mass. I HOLMES MANUFACTURING CO. MILL.New Bedford, Mass. | . N. E. TEL. & TEL. COMPANY BUILDINGS throughout New England PUBLIC LIBRARY Newton, Mass, j NEW HOME SEWING MACHINE FACTORY. Orange, Mass. | JARRELL BUILDING, Pittsfield, Mass, i WAITE BUILDING . Pittsfield, Mass. I LALLY COLUMNS 61 ! | QUINCY HIGH SCHOOL, Quincy, Mass. ELKS HOME.Revere, Mass. EXPOSITION BUILDINGS Springfield, Mass. STATE INFIRMARY, Tewksbury, Mass. TAYLOR BUILDING . Wellesley, Mass. GERMAN HOME, West Roxbury, Mass, i KELLY & HAWES GARAGE, Winchester WOLLASTON HIGH SCHOOL Wollaston, Mass. RICHARDSON SILK MILL Belding, Mich. KNIGHTS OF MACCABEES OFFICE BUILDING .... Port Huron, Mich. | BLUE VALLEY CREAMERY CO. BUILDING . . . Grand Rapids, Mich. BANCROFT REALTY CO. BUILDING . Saginaw, Mich. | ST. JOSEPH SCHOOL, St. Joseph, Mich. SOUTHERN ALUMINUM CO. BLDG. Whitney, N. C. ERIE R.R. STATION . Allendale, N. J. ' EMBRIE MISSION . Englewood, N. J. D. L. & W. R.R. STATION AND HOUSES.Glen Ridge, N. J. j UNIVERSAL FILM CO. . Leonia, N. J. | DURATEX CO. FACTORY, Newark, N. J. STATE ARMORY . . Red Bank, N. J. 1 Y. M. C. A. BUILDING . Summit, N. J. | AJAX RUBBER CO. . Trenton, N. J. 1 TRENTON WATER DEPT. STATION Trenton, N. J. 'BOSTON STORE,” Binghamton, N. Y. KILMER BUILDING, Binghamton, N. Y. WALTER LAW STABLES Briardiffe, N. Y. BORDEN MILK CO. STATION Brooklyn, N. Y. BOTANICAL GARDEN, Brooklyn, N. Y. BROOKLYN BASEBALL CLUB, EB- BETTS STADIUM . Brooklyn, N. Y. | COLUMBUS DISTILLING CO. Brooklyn, N. Y. ! HECKER-JONES-JEWEL MILLING CO. BUILDING . . . Brooklyn, N. Y. I KIRKMAN SOAP CO., Brooklyn, N. Y. t NORTH SIDE BANK Brooklyn, N. Y. ST. MARY’S CHURCH, Court Street Brooklyn, N. Y. STANDARD OIL CO. . Brooklyn, N. Y. ALEX. CAMPBELL MILK STATION Coney Island, N. Y. COOK’S BATHS . Coney Island, N. Y- ACTORS’ CLUB . . . Freeport, N. Y. HARRIMAN SCHOOL, Harriman, N. Y. FIRE HOUSE . . Mamaroneck, N. Y. PORT CHESTER HOSPITAL Port Chester, N. Y. DUTCHESS MANUFACTURING CO. Poughkeepsie, N. Y. FIAT MOTOR CO., Poughkeepsie, N. Y. PRICE FIREPROOFING CO. BUILDING . . . Poughkeepsie, N. Y. KNAPP BUILDING . . Rochester, N. Y. SEA VIEW HOSPITAL Staten Island, N. Y. GERMAN ODD FELLOWS HOME Yonkers, N. Y. W.K. VANDERBILT RESIDENCE Jericho, L. I. LOFT CANDY CO. . . Long Island City PORT WASHINGTON HIGH SCHOOL . . Port Washington, L. I. SAGE FOUNDATION HOMES Forest Hills, L. I. WEST JEFFERSON CREAMERY Columbus, Ohio UNION CLOTHING CO. BUILDING Columbus, Ohio MONROE TOWNSHIP SCHOOL London, Ohio KAPPA SIGMA FRATERNITY HOUSE Norman, Okla. FELLOWS-HUBER SILK MILL E. Stroudsburg, Pa. CHARLES M. SCHWAB RESIDENCE Loretta, Pa. McCLINTOCK RESIDENCE Pittsburgh, Pa. HARRY PAYNE WHITNEY RESIDENCE . . Newport, R. I. GREEN & DANIELS FACTORY Pawtucket, R. I. ODD FELLOWS TEMPLE Sioux Falls, S. Dak. UNIVERSITY OF VIRGINIA Charlottesville, Va. CHURCH OF NOTRE DAME DES VICTOIRES .... St. Johnsbury, Vt. EXCELSIOR REALTY CO. BUILDING Milwaukee, Wis. 62 CAST IRON COLUMNS m G 6 1 o V G O in 03 >? E o 03 Q< o3 o aO C k-i 03 a 03 C/3 "S'5'C^’S ° o SC 32 g ft g g >-\5 = — £ c S 2 oo P-3 -J“X O-* ,, j m ui P-n o 5 S! f U (fl * 0 O ° Srjii rt< "’rt u'rt o 2 .S ■sjcsjjsss,, I-SeIss- 5 ! sliMi- •*? y r c'a.O'-.a oc?op« c o o'” •r j»“.” >' s tx *o £-S “ . “> u.2 ■fl . •».*> «X ^ g c c>« g S- S SS-S « o £ o c° •C «•§ ag a £ G o g c o.^ 3 .9 "o ° a c*o w ^"rtG S2 O 5 r « 51? 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Any infringement on these patents will be prosecuted to the full extent of the law. Pat. Nov. 22, 1898 Pat. Aug. 1, 1906 Pat. Mar. 27, 1906 Pat. Nov. 13, 1906 Pat. Feb. 6, 1907 Pat. Feb. 19, 1907 Pat. Oct. 29, 1907 Pat. Oct. 20, 1908 Pat. Dec. 8, 1908 Pat. Aug. 26, 1913 Pat. May 13, 1916 THE LALLY COLUMN is endorsed by leading engineers and by the Chief Engineer of the Department of the Supervising Architect, United States Government Griffith-Stillings Pr > Boston, Mass. ,