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Y. es oy. ik ohh i (eee ae RSS SR SRS OK oI iC hi ee Introduction The present volume is a revision of Architectural Terra Cotta—Standard Construction, originally published in 1914. Like the previous issue, this edition does not presume to suggest architectural design. It shows illustrative architectural forms of assumed proportions, and their proper constructional features. It shows the correct use of Terra Cotta. solutions of the structural problems are possible. For a number of examples several good Variations in size of similar sections sometimes necessitate radical changes in both jointing and construction. The changes made in this revision are the result of a more extended experience in manufac- turing and in modern building methods, and are based on a careful study of the behavior and weathering properties of exterior building materials. The following are the most important of the structural principles upon which this revision has been developed: Shelf Supports Expansion Joints Terra Cotta on Concrete Frames Protection against Corrosion Free- standing Construction Flashing and Drips NATIONAL TERRA COTTA SOCIETY :V:S-A -INTRODVCTION In concrete or steel frame buildings, the veneer or facing material should be fully and continuously supported, at each floor level on shelf supports, of adequate strength and stiffness, rigidly connected to the structural frame. Steel shelf angles or supports, in all cases, should be located in mortar joints. The strength of the Terra Cotta should not be unnecessarily reduced by cutting the webs to receive the steel. Proper provision should be made for expansion joints, at shelf supports, over column caps, etc., to prevent the development of disruptive stresses caused by deflection, wind pressure, temperature changes, settlement and like forces. The volume changes incident to the setting and hardening of concrete, and the variations in volume of concrete due to humidity and temperature conditions, require provisions to allow free movement of the supporting frame and make it undesirable to completely fill a facing applied to a concrete structure. Proper care should be exercised to prevent the corrosion of all steel supports, ties, etc. Where such protection cannot be permanently secured through encasement with mortar or concrete, or through the use of corrosion resistant metallic coatings, non-corrosive metals should be employed. Exposed free-standing construction, subject to the absorption of water through mortar joints and liable to injury from subsequent freezing, or the expansion of improper filling material, should gen- erally be left unfilled and should be ventilated by means of small, inconspicuously placed weep-holes (indicated by W. H. on the plates). Properly constructed flashing should be provided to cover the top of large projecting horizontal courses, the backs and tops of parapet walls, wide-exposed sill courses, etc., and all projecting fea- tures should have drips. 2s 4 «4 TERRA COTTA+s+STANDARD CONS'TRVCTION + « + + Terra Cotta A brief synopsis of the manufacture of Terra Cotta Drawings The architect’s complete scale drawings and steel framing plans are furnished the manufacturer, who, following the design, makes scale shop drawings showing the jointing and construction, and full size details to the proper shrinkage dimensions. These drawings are submitted to the architect for approval before proceeding with the work. Models Full size models to shrinkage scale are made of plaster for each different shape shown on the shop and Moulds drawings. Over these models sectional moulds of plaster are cast, from which later the required number of pieces of Terra Cotta are produced. Decoration From the architect’s drawings or sketches, in the style and period indicated, modelled ornament is applied in clay to the face of the plaster models. Photographs of the ornamental models are sub- mitted to the architect for approval or he may personally examine these models at the factory— the soft clay permits of such corrections or improvements which may be desired. Clay The mixture of clays and fusible minerals used in forming the Terra Cotta is carefully selected and proportioned to give the desired degree of plasticity and a composition which, when fired at high ee will produce a homogeneous body, amply strong to carry the required structural loads. Pressing ‘The foregoing processes are preparatory to actual production, the first step of which is pressing. This is a manual operation and consists of pressing the plastic clay into the mould. The walls of the pieces should not be less than one inch thick, following the contour of the mould, and the partitions should be of such thickness and so spaced as to perform their proper functions with regard to form and structure. The pressed piece remains in the mould until the clay stiffens. It is then removed from the mould and is skillfully retouched. Then it is placed in driers, where the moisture is evaporated. From the drying process, the Terra Cotta passes into the spraying department where, by means of compressed air apparatus, the exposed surfaces are coated with the ceramic mixture which, during the firing process following, develops into the desired color or glaze. These colors or glazes are prepared with scrupulous care, according to exact ceramic formulae. The variety of shades and textures which may be obtained opens up an unlimited field of permanent -. color design in architecture. Firing Following the coloring process, the Terra Cotta is fired in kilns where it is subjected to a temperature rising gradually to 2,000 degrees Fahrenheit or more, depending upon the temperature of maturity of the clay and glaze. After proper firing, the kiln is allowed to cool slowly to normal temperature, an operation that causes a slow annealing of the Terra Cotta. Terra Cotta is usually fired in periodic muffle kilns. In recent years, the tunnel kiln has been developed for the firing of Terra Cotta. In the latter type of kiln the Terra Cotta is set or loaded on cars, which travel through a long heated tunnel. Filling From the kiln, the Terra Cotta is removed to the fitting department, where it is laid out and marked to correspond with the piece numbers shown on the shop drawings. It is also marked to indicate the position it is to occupy in the building. Where required, the joints are squared, or cut to proper alignment and size, either by hand or grinding. Careful fitting is essential to assure satis- factory results in the erected Terra Cotta. Shipping — For rail transportation, Terra Cotta is usually shipped in bulk, securely packed in hay and braced to prevent shifting. ; Upon arrival at the building site, the hay should be removed and the Terra Cotta placed in the order marked, in piles on wooden strips. ; ‘ For export by vessel, the Terra Cotta is usually packed in boxes or crates, according to the special conditions encountered. Another method that has been found to be economical and entirely satis- factory is to ship the Terra Cotta loose after it has been wrapped and tied in corrugated cardboard. Erection The appearance of erected Terra Cotta is greatly affected by inaccurate setting and defective point- ing of the mortar joints. As the individual pieces of Terra Cotta have been carefully fitted and numbered to correspond with the erection drawings, the PIECES MUST BE ERECTED IN ACCORD WITH THE NUMBERS THEREON if satisfactory results are to be secured. Time The Terra Cotta manufacturer will contract to submit shop drawings for approval within a fixed time after receipt of the architect’s drawings and other required information. All shipping dates are computed from the date of receipt by the manufacturer of architect’s approval of shop drawings and complete data on color and texture desired. Work cannot be definitely scheduled for production until all essential information is on hand. The process of manufacture may take from six to ten weeks, depending upon the size and architectural character of the order. Specifica- A Standard Specification for the Manufacture, Furnishing and Setting of Terra Cotta and a standard lion and {orm of contract have been adopted by the NATIONAL TERRA COTTA SOCIETY. | They are Contract recommended for general use. A copy of either may be secured by addressing the Society. The ; specifications are incorporated in this volume. Central and Western sections of the United States (see list Terra Cotta factories are conveniently located in the Eastern, designer interested in. the in back of this volume). All of the Society’s membership will be glad to have any architect or processes of manufacture of Terra Cotta visit their plants. NATIONAL TERRA COTTA SOCIETY :+V:S*+A ++-+ SYNOPSIS it y Rib Spee . 4i% t ‘ i“ nae : Ps i au i * y ENTRANCE ~ Be WITH ENGAGED COLVMNS ~ , ih WITH SEGIIENTAL. PEDIMENT\~ WITH RVSTICATED ASHLAR~ ENGAGED COLVMINNS SHOVLD BH JOINTED AT WALL,“ i AY POINT OF ENGAGEMENT -T0 PREVENT VNEQVAZ, |i SHRINKAGE AND IO ALLOW ADIVSTMANTIN ALIGNMENT Fe nen a SET SEES OE EEE SPOTS SS SD STE SSS V7 SS ELE Ye ZEA \B (f-L kK 2 - —- 2 j Ss SLY] |} a> a N 1 S : ~~ ; WZ Feehe EF COLVINS © RAL eM Sea rival ee ; ph panes ig) 2. FE Ronercesserceter E 3 ri ae eer i SAS % LOOKING VP© Behcutasies o> operon ae arcs) CES 4, CLS | Wi Y WA \y =O UC , vu cE LATTE = =} JOIN ies <) SEE PLATES Nos 51 To STRVCTURAL STEEL TO|\BE PROTECTED FROMZ CORROSION BK FARGING WITH CEMENT OR MASTIC 4 \ 4 Ins TENDS TO” TAY | JOINTS AND 9 Beveas WITHOVT VERTICAL JOINTS ee 2 oe oe es Ge, fo tes veri it SPE PLATE NO ‘7 FOR INTER ITEDIATE, GEL IN BALES! — alt SE ae ee Fe DRS |. |. p EL S SS j SS . re 5 cae aa ties Z, SETI AT | SS, Zh Zz PLAN “rti26- vAMB TRIM AND PILASTER” \ 3.0. Ie TL) LL] OVE DED as RVALS ONE’ FOOT ~ SEE PLATE NO T FOR INTE RITEDIATE. WEBS IN BASESE r SW aa i) so S ze Patt ar AX nid at AR ARCHED EIN AND PANELED PILAS. v7 : MOO LYLE —— La SVG KG. g s : eens NBS ae seca rant Si Cd i: ELAN AT 5 ait hme SS an) Sissy yo ALPS, iy hy 4 vs J Ks, WY SY) fod. a Sea a Ae < | ae. : PTTL ES Ay TL YN Dae Si Vi iS S iG SNS ayy Gi ee Sr Wit Ny Ni AA I ARCHED ENTRANCE, ~ WITH PAN#I, AND PEDIMENT ABOVE mule ==] WITH PILASTERS IIPQST AND ARCHITEAVE ‘) “are ie : z : = | N S cot . SN , aA. A = iN % VEN 3 Nias CGE ENS = Cece | pies PLAN AT A 1ooxme ve- SCALE ONE*HALF INCH EQVALS‘ ONE! FOOT * NATIONAL TERRA COTTA SOCIETY -V:5S*A: * -PLATE NO:-3 «24 1 « TERRA COTTA:+STANDARD CONSTRVCTION - axe ia SR, /\ STRYCTIRAL STEEL To BE PROTECT. a i =p Pi Ji/\ FROM CORROSION BY PARGNG WITH ies —_ ‘Bh SK! Le Mee Se a IN 7 ae if CLYUNT OR SIA STIC@ : See | Lomas ro Pus oy fee OSB ‘ Wy) = ‘ SS] H fener SKeggile Sie fae Fe Si Z = . ZRANGERS TO™ | SESSSSGSS are ORIEL*BAY ~ MVLLION AND LINTEL i I HEC sated ele evens ia ni SCALE * ONE‘HALF INCH EQVALS ONE’ FooT'~ i iS SS KN ALLOW ADIVSTMENT IN ALIGNMENT IN SETTING 6:7" aS B P18 AT Joie S$ Ae Wy “sma (4 COLL Ss eS ep KL ESSS PS a 3 B a OVER ARCHED ENTRANCE WITH NICHES AND CANOPIES ~ ORIEL BAY ~ TERRA COTTA: -STANDARD CONSTRVCTION - SCALE ° THREE-QUARTERS OF AN INCH ~ EQUALS ONE! FOOT ~ y i ela 7 V4 OPT ia \SS Ky Sas an A ved 6 A MAREN idiinnerseenes Oe SS a Aan 2VsS+A-+*-PLATE NO- NATIONAL TERRA COTTA SOCIETY Z| 5 a 4 4 « TERRA COTTA -- STANDARD CONS TRVCTION Na it { Wa\—ACOU4MA ; » Ff s f ae 5 - Y A J - f f f A fk ! / OO ae Jf / H ASS ; “SELILMSD bs / y, f Me Sa, f fs / . J ( / of, ed J) ‘ 5 Pa f , 9 J PL , NN” y, dir ff -, / th fi / 4 Af Pz eg } He. i APY Lf “ 7 J . / J Pg fe 3 * Fi he 7 fs Ixy Y 7 . ~~ a “y ~ s ™ £-AY 8 - Na MPA ¥ | ‘LEVATION ~~ | + | OPENING” A s ; | LNTERIEDIAD HERBS : 44 FEAT BELOW | oe | PLATE NOT FOR | | AUPEREDUATE WEBS IN | | BASES? CALE “ONE‘HALF’ INCH EQVALS ONE FOOT” a | Ss : | 7 > (2 bf = | : = i. a ————— - é : Soe Carers ee . By 5 . > - a. > . * Sis . « . , ‘ ry Soa Se ne 3 FLAT ARCHED DOOR . OPENINGS” WITH PANELED JAMBS AND SOFFIT” } Patan WITH RVSTICATED ASHLAR”~ ry ES ow d : of a erate $ Beers ye SEN AS . A tS ae SLY VEN ~‘ + 4 - : - at —— TVA . Bes oR 4 = Yi YON Sean ae inate ese oe Ups pind Das itotiwa ae PP aoe cei ay eles ce Coie iG a THRO’ JAMB OF OPENING “A” ar IX THRO*JAMB OF OPENING“B* NATIONAL TERRA COTTA SOCIETY +-V:S+A+ + +-PLATE NO: 6 a ose ger fil lok.” TERRA COTTA: STANDARD aS ONLEENETION Perit: eae : \\\ a: PacW\ NG apes VN cu, sec 3 ae NW ae ages cHf-= Dea \ nese cee \ \ Mie , Aah : - cin peeves Se? pe END SO ee EE, eat Gee aN A et crate NET iG AONE, | oPEnaNG=AL|| - = : as PANSION Join hee Jad ae: A eri: ad van a . AF / les | = i= = WA 4. VATION “A ~ | ATTENTION IS CALLED TO” THE REPETITION OF PIECK, THIS GIVES THE MAXIMVM E@ONOMY IN MANVTFACTVRE ~ At, ie (A) i na I Oa ; Seg Lt Hy soa [ “cca a a te = = Bs ( bie Th aa ea | THE WORK SHOWN ~ ELEVATION BE Lie. NATIONAL TERRA COTTA SOCIETY +V+5+A+ + +*PLATE SCALE “ONE-HALF INCH ZEQVALS ONE FOOT” SS SAY CRE VAP SS eee ES {rh NO- 10 TERRA COTTA: +STANDARD CONSTRVCTION + | ARCHED OPENINGS WITH MOVLDED AND ORNAMENTED TRIVT”? GGESTED COLOR SCHEME SVGGESTED COLOR SCHEME ~\ I EVEL,.D “ WHITE bd at ‘ ED II CREAM ~ TRIM “WHITE | PANELS “WHITE ORNAMENT MOSS GREEN ~ OSE TTES “ORANGE “ BACK GROVND ~ BLVE'~ ROSETTES” CREAM ~ ADAPTED FOR INTERIORS O. ‘S CHARACTER REFLECTS A MAXI AMOVNG OF LIGHT “ HAS A FIXED ~VINCHANGING COLO REQVIEES LITTLE EFFORT TO LIGHT COLORED GLAZED COrTA 1S PARTICVLARLY Ts lee vee IN PERFECY SANITARY CONDITIaly~ i THE ROSETTES ag oe TO AVOID JoINTING MADE! SEPARATE 20” CENTER ~ OPENING “AY OPENING ~B” NATIONAL TERRA COTTA SOCIETY +V:+S+A+++PLATE NO-<1!1 fae bree, 2 4 4 « TERRA COTTA:+STANDARD CONS TRVCTION + «1. BALCONY CONSTRUCTION ~ WITH CONCRETE PLATFORM ~ WITH ARCHED OPENING BELOW “AND WINDOW ABOVE!” PLALNV | OVE BALCONY ~ OKING DOV WN ~ 12 g" FEE te gn wae Bie PEN UO npivoning Rag. hae Pra: Lif: role beveky- wererons To) Sie 4 io i _ 2 OF ARCH ~ | SEC TION ~ ‘LEVATION ~ THRO* BALCONY ~ ‘RONT OF BALCONY” ELEVATION ~ SIDE OF BALCONY ~|| SCALE” ONE HALF INCH EQUALS ONE\FOOT ~ oo Qe SECTION ~ TRANSVERSE THRO” BALCONY © > NATIONAL TERRA COTTA SOCIETY +V+3+A+ + +PLATE NO+12 BAICONY CONSTRVCTION ~ WITH CONCRETE PLATFORM ~ WITH SEGMENTAL ARCH VNDER* AND WINDOWS ABOV#' ” | L_-BRACH AT CENTE. BOVE’ BALCONY” LOOKING DOWN ~ | I aR Nt BSS ‘ SSN Wy Vi “~\ ers a tt ON -TERROYS PIPE SVPFORT VA Miz BY OMITTED IN~ WEIS WITH LESS PEOTECIION BOr7OM OF ‘BRACKE’ Dd ‘ELL, BONDED IN ce WHEN SE 77 IVC ELEVATION ~ Peat Hn ate FRONT OF ONY ~ ELEVATION ~ \STDE’ OF RALCONY ~ qz 5" B BALCONY “LOOKING VP? ‘ Pa: AEN Sau aoe SS oes AN 3 Keira: RAS occa PELE ZZ WES NWS Aap aNs i eK CY ee LY, \ Kio Wf SS: JESH WINS WU ASN El Seine bs Wat ra kate NS RAW aN Wea mena, LL 10 \Se ea teal NATIONAL TERRA COTTA § 1s 4 « TERRA COTTA:-STANDARD CONSTRVCTION +» «2. BALVSTRADES* PARAPETS* ELEVATION ~ SECTION ” ESQ s ay N SCALE “ONE-HALF INCH EQVALS ONE FOOT nied SECTION ” | AES : NY NN Vaca NITE aa ELEVATION ” IN BALUSTRADES HITE SOLID BACKS THE WS OF DARK COLORS IN THE FIELD OF PANELS KILL GIVES TIE APPZARANCH OF PRORATED WORK” 7 ALAEE TE TRAC RNAER E ME B TET LED DELLE See NATIONAL TERRA COTTA 215 2 1 4 «4 TERRA COTTA: +STANDARD CONSTRVCTION + « + «+ SHOWING VARIOVS METHODS OF JOINTING AND ANCHORING ~ — S di! Oe Ry 7 eee] WALL, COPINGS AND BALUSTRADES oe ma 5 Wi a (Gea ERED, aaa SD, TERRA COTTA COY; 4 BATT BRICK DOWZ'L. AT JOINT “ Sa \ CW _G_’/ SQ NON- CORROSIVE BAR ~ SAE ee eae ia \ eee RIE YY AIM “hha 4 al hess VRE DNR | N S SN S RSSS8 SX we KGS S © | a oe N VEEN (5 LLY eee Py RAE SOSh PRO Bel awe Wen may wae \ ‘amma ZS 772 SN ——a x poe? YY, 4 WHERE TERRA COTTA |ASULAR If VSED TO FACE DYRAPET WALLS, THE ApS7HLAR SHALL BE LEFT UNFILLED AND SVPPLIED WITH WEEP HOLES WOOK \ NATIONAL TERRA COTTA SOCIETY :+V:3S+A-+ + »-PLATE NO:16 4 4 4 4 TERRA COTTA:+STANDARD CONSTRVCTION «1... See 0 N : an N YSDIIIVVNY EY Nase me Mig SANS: Ny lina H7 SN Pa INN7 Ves, ZY N ax NSE Ne CIEE A SCD > PZ EN = oe SAY? A 7 ra | LE ae SM RU a NZ S KS Ni SHHMIMIN WHERE TERRA COTTA ASHLAR If V/ED TOTACR FARALPLD WALLS, THE ASHLAR SHALL BE LEFT YNTILLLED AND SVELLILD WITH WEEP POLES THE PROFILE! OF RACH COPING Is VARIED BOTH SIDES OF CENTER LINE FOR SVGGESTING |\POSSTBILITIES ~ COPINGS ~ FOR WALL 2:0" AND NORE THICK ~ SHOWING VARIOYS METHODS OF VOINTING AND ANCHORING NATIONAL TERRA COTTA SOCIETY -V+S5+A+ 4 +-PLATE NO+ 17 1s 4 4 4 TERRA COTTA: +STANDARD CONS‘TRVCTION + « «+ « BATTLEMENTED COPING” AND SET*OFF/S — Ly G 4 v aS es 1] S S ~Ar~ * COPING SECTION THRO “BY THRO™~ COPING Vv. Eh Gites Seta Beale : SCALE'~ THREE-QUARTERS OF AN INCH EQ@VALS ONE FOOT OF COPING “BW | RRONY Of BVT TRESS NATIONAL TERRA COTTA SOCIETY :+V-3S+A* * *+PLATE NO-18 2 4 4 «4 TERRA COTTA++STANDARD CONS‘TRVCTION - WS \ So 8k yo ah NS WITH BRICK FIELD “ONE-HALF INCH EZQVALS ONE FOOT ~ SCALE NATIONAL TERRA COTTA SOCIETY +V+3+A+ + +PLATE NO:19 ~ 4 TERRA COTTA: +STANDARD CONS TRVCTION + + + + y iN} WV we / i / f TYPICAL DRIP DETAILS” NATIONAL TERRA COTTA SOCIETY +V:3+-A-++PLATE NO-+20 ‘< at i ae ol ad 3 & ou RS AQAA AA MAH} \eaoas ! | SX | Ps . ray { 4 q j MODITLJON CORNICE, ~ WITH GVTTER AND TILE ROOF ~ SHOWING METHOD OF SVFPORT AND ANCHORAGE ~ Sa Le p a Zaos SS wf & Be RChomennd SSN 4 XX by, ym Id BSN BS Ye yz a Cit c ae g 4 , BE ONIONS PLAN OF COR VP* sD Lz | WEEP HO. y L LLY L. , OU # Uf AD) “Ug LER Ht PARRY m 2 ee) 4, Zy Z yar: Za ———4 WAG NS ES ‘k a5) | YY Fee | PR Cag 9 I vp)’ ae NON-FERROVS BOLT IN CORNER ROSETTE — i =e ew sant ay at — WE re aE G , a8 BUN - > ELEVATION SECTION THRO-@ORNICE A | A A gD [W06D SLEEPERS, Fok: ROOF: BOARDING Pitas Gee ae he Z en 7 r aan Ee a ee Ne oe NS 4 & SS aa Wha Cs, ~ mes S_ Gs Ce 27h HELP ZOLE” VM aie | CL OF A a) SECTION "THRO MODILLIONS AND SOFFIT ~ SCALE ONE*HALF INCH EQUALS ONE! FOOT ” NATIONAL TERRA COTTA SOCIETY +V+3+A++PLATE NO-+22 4 4 4 4 TERRA COTTA: +:STANDARD CONSTRVCTION + 14. AND ANCHORAGE ~ DRAINAGE “FTC ~ Wy #2? 7S N N MODILLION CORNICE, ~ WITH GVTTER © SHOWING METHOD OF =SVPPORT CONS TRVCTION OF 'GVTTER~ WE |, SLCTION SHOWING ALTERNATE TIETHOD | OF ILASHING ° Ferialgeey’ ae 4 } ze \ N \ SN Ys r See a 1IUM > SSS SSSI a N ~ NS \ sees Dowez 1s =n a : RQ AT JOINTS BSS MODILLION CORNICE’; WITHOVT GV7TTER ~ SHOWING METHOD OF ‘SVPPORT AND ANCHORAGE ~ f 22.4772. Reve] \SSENYSsoese Peete ema ———s SN ONIN, PRICK - KOS SNSSny On RAS LTLG. GG Sen a . GLE YY —Yo rg fo WEEP HO i\ 4 ; N 1S N A Z 4 ip : : Dx CA HEAVY BRACKETED CORNICE ~ WITH ORNAMENTED CHENEAV ~ SHOWING METHOD OF »SVPPORT AND ANCHORAGE ~ Cc SCALE THREE QUARTERS OF AN INCH EQVALS ONE Foor™ Sais Ene EE SOE Pett ms a SS ee = et : ee M Bee OTE Sees CN fa Of Bar aera ema Daa a es YS axe 5 PA ree ON We de ZZ O Capes pas, a ‘ : a: hig SERA SESS d : ’ 4 Fi _ ‘ . PTA | faa ae TE 4 : r a “fet SHR Oe | tite PEE iL OSS NY 157 iY, - oF 5 rete a c ¥ Aad ht fy athe gore bE ; oie me secre to - - : | : ROY py. Aaa 3 Ra eee + Re eran Ee Sele Ne , peeo \ = { ~ Zp caer | | Sas om Sane @ [| rie = IDS. y - Fa ie SAS a de : Ral ft cd os i " eae iz Fp a TR Sie ORD ae a aaa eee -.. oo Se DN ev ty cain S 2 — — <= 4 4 me fecal NSS vy LLM wR LS ] SRCrION? ok. iv? RO” CORNICE ‘AnD. SorgiTe”. 7 |! "tle Bes NEN OR As CORNICE ” WITH BALVSTRADE'~ Gon (sue WITH PANELED SOFFTTS: OVER COLVMNS AND P, cane an eee SCALE? THREE QVARTERS OF AN-INC RbvALS YU S EOS) ‘s ones OE NY LASSI ASS SSS SS CGA GO GA S We a OP ae wu * EEA COTTA” APPLIED TO CONCRETE CONS TRVCTION ~ SHOWING METHOD OF (SVPPORT AND ANCHORAGE ~ SCALE ~ ONE AND ONE-HALF INCHES EQVALS ONE' FOOT” THIS PLATE COVERS ONLY THE COMSTRVCTION ANCHORAGE AND JOINTING OF TERRA COVTA- THE ENGINEREING FROEGLETLS OF @EINMTOR CEO CONCRATE “ARE NOT FSPACTALLY CONSIDERED ~ THE TERRA COTTA CAN BE MADE T0 SVIL ANY SCH PARTIVIAR REQUIREMENT Ys: FECTION “iie5~ CORNICE | PARAPET | , ANP COPING “ a ay *‘CONTINVOV;S RODS NATIONAL TERRA COTTA SOCIETY = “V+S+A+*s+PLATE NO+27 A A 4 4 TERRA COTTA:++STANDARD CONSTRVCTION FLASTIING ~ pub Ges Feet oS eked 1 en (hot atime \ Ler ~ eee cee oy ee eT ane tee ajo ->==>SS3 YOUS RGD- 25.) CRT res, ” Wrepaees Cth Citar te EOL ae r our aL fe ae ea vial . . he z 55 (Seer te hs . 3 TON THRO” ANWR. “PANEL AND 52. | Bye Pe er sy eh y ica Veo Tg THIS PLATE COVERS ONLY THE CONSTRVCTION ANCHORAGE AND JOINTING PS RSS ACLS ie ay PNP conics gore name ee ee > SN OP TERRA COTTA’ THE ENGINEERING PRCOBLELIS OF PEIN EORCLD ceeies ; Gina On a - SW’ CONCRETE ARE MOP ZSPECVALLY CONSIDERED ~ ea oh ae = =I \ wee THE TERIA COTTA CSN SATTADA TO SVIT ANY SVCH FARTICVLAR- Bea tenaie yong p> : as PEQUIREVIEN 7 — PRRePA COTTA” APPLIED TO CONCRETE! CONSTRVCTION™ ee SHOWING ME'THIOD OF SVPPORT AND ANCHORAGE ~ fe 4 ‘] ts a { 645 Ah : ANELED <= ee NATIONAL TERRA COTTA SOCIETY :V:S+A+++PLATE NO- 28 aba . aA Oey 2 re [ss a Bes a ea tc ee Re Be EE ET A Panera it ? ese ‘3 ed 3 aul LTS CORNICE; WITHY PARAPE'T ~ te ee Bh ieee A STIL AR SILL COVISE| “AND PANELED PVLLION™ || | lige tlie perder tcc he ce jntese “y, a SS YW ie we INKY 'b’>D HA. A} TLL Y iA WG OL LLL LLL, ¥4/ _ =a <4 "e aS SCALE ONE-HALF" INC it Sa een HF pL ae An ae CAs LCR S Ss 4 | VE AL ) WN N CRT NAINA GN NOS ALE 22 Ga ED NATIONAL TERRA COTTA SOCIETY +V+S+A+ +*+PLATE NO-29 SY SSM a5 4 yey SO 7 KK ! cee i ia ee =e : eee esa) Rev ; CORNICES OF THIS CHARACTER DO NOT TVRAE STEEL FOR SVPPOR di ‘ ETT “Uy f ALL LLY - =e < = : " NESSES NATIONAL TERRA COTTA SOCIETY +-V:5+A+++PLATE NO: 30 31 a 4 a UA p 0) ram ZN 2 SN Ase, a See pepe | i (EEE, aN SS, Chay, SS ee Zuee, ip tot 3 Bi Vi NY Sy tao 8 SLEPT A AA cS Ce et Ss SSG SSSSSS SSN 1G. 1 4 4 « TERRA COTTA: +STANDARD CONSTRVCTION + «=: « b PLATES ON CoPry ae : 5S LINTELS AND : » ATE - : | . y : rane Sol. SSANASRANSARAANS : SSESSSSSS | FOR DETAILS OF INTER —- STEDIATE WEBS IN (RYSIICATEDASHLARS© | MELD ELATE NOS CAND TZ PARAPET ¥ WINDOWS WINDOWS AND PIERS THRO -PLAN” V+ S+A+s ++PLATE NO a NATIONAL TERRA COTTA SOCIETY a 4 4 « TERRA COTTA:+STANDARD CONSTRVCTION + «1. (hyo 3 NSS Y MALL is Z Z ges wi 174 S Zig GEG SSG S LANZA SEERA NS: H | “1 Y 8 SSE al SRS N . ay N oie S¥J HE Be Bes Ar sor ris//— ere anion rornT® |l/ EAPANS? ARGE PANELS SHOVLD BE DETAILED WITH THE MOVLDS OF PANEL. VEPARATE “ ECTION?. V-HRO™ OPENINGS PLAN THROVENPZINSION JOINT” STORE] HRONT * PIERS “AND CORNICE ~ WITH. WINDOWS ABOVE» THREE RVARTERS OF AN INCH “EQVALS' ONE Foor” NATIONAL TERRA COTTA SOCIETY :V+S+A+++PLATE NO-32 2 4 4 4 TERRA COTTA++STANDARD CONS‘TRVCTION + « «+ + . i THRO” WINDOWS AND PANEL ~ ABOVE NICHE’ ~ LOOKING DOWN” a ; SV, NN AY ee t ma: SS —— ie Al KN FS Za |: a Jv “S ¥ RO” WINDOWS AND NICHY . LOCKING VP“ A+++PLATE NO-+34 2 21a «4 TERRA CO TTA++STANDARD CONS‘TRVCTION + ¢ + + SY a ae, 4 So oan Z 3 Ba CM ey AeA Cs Jose te as Ro” é SS y 3 ie ra / <4 , ~\ > Pf a ae SW Me SP aD , aes Leg Cay, Wy Uwe aerad 22! ge a v ngs BEDCR AN LE LEAP EEE EEE BE \ VBiiphdyis Ati AY / fl a ‘ ha ‘ , ; F i J u a Ib. re) . ; rere: I ECTION DY sort LP AND LAY TEZ, “CO. poy mimes e 3” ot zavyet, MAY OO LINTEL,S AND SOFFITS ° VARIOVS METHODS OF* SVPPORT AND ANCHORAGE ” Ee ALSO FLATS NPS 27> 28°36" SCALE” ONE AND ONE-HALF INCHES EQVALS ONE FOOT” } Fi WS »> SS 2 4 4 « TERRA COTTA:+STANDARD CONSTRVCTION * + + + LINTELS AND SOFFITS > VARIOVS METHODS OF’ SVPPORT AND ANCHORAGE 7 SEE ALSO PLATE NOL 27° 20 35 — SCALE “ONE AND ONE‘HALF! INCHES EQUALS ONE! FOOT ~ aes Piao“ Sorrip Ap LinTek AC: RCTION AS THRO’ SOFFITAND L, (7h oad oa a i Fs Sei tas 0S ee . nan \, eile be au es maine ECTION | 7 SOFFIT AND Lin TEE DH te, NATIONAL TERRA COTTA SOCIETY +V*+5+*A+++PLATE NO+36 IV er hans 4 " O°" SOFEITIAND. LINTEL YB 4 A 2 4 4 «4 TERRA COTTA:+STANDARD CONSTRVCTION - \ i St . HIS: HALF! OF INTEL. SHOW: THIS HALF OF LINTEL oe Mg SHOWN WITH VERTICAL JO/N¥S| WITH HANGERS AND PINS A Eee HMDOW,S ~ 45° PIVL LIONS IDE! TERRA COTTA (Th | ALS ONE FOOT ” ° ONE HALF INC. THRO" WINDOWS ~ DIWWARD TAMB— HOLE VATION ” BZ EIRIOR ~ GROOVE. HOR LEADED GLASS SS NOIEFERRITIO i A NERNY : - : A ae f & a) > rv PLAN ‘ried*wmvows *A~ LAN TrHed-winpows “B°? NATIONAL TERRA COTTA SOCIETY *V+5+A* ++PLATE NO-37 2 4 « « TERRA COTTA:+STANDARD CONSTRVCTION + 4 +4 + oo (AS a eae eA PU | EN IY I. \ \ b a i eo ee | ae PIPE Set COVPLING +} OSVYZTAL CHANNEL cu. e lo 42 wi Ce eee a gh ODE MBS VATE NG, BARS TELS . a FS WITH OVYSIDE’ AND INSIDE’ TERRA COTTA TRIM ee Se ee WITH BRICK FIELD OVTSIDE AND PLASTER INSIDE ~ ASHE EAE GASB SCALE “ONE-HALF INCH EQVALS ONE’ FOOT ~ ISSSSSSSSN CES er se ‘j TEL S\ ee NATIONAL TERRA COTTA SOCIETY +-V:+3S+A+++*PLATE NO*38 ane a mes EE TAL oe ae “ige tab sieet sacs 3 5 ar x ; > . ¢ 4 gfe 4" [ gf". cee i ag fea Z*. a ae ae pe ra se : 1 BA} 2) S42 | 5" peed te Dts ah ae AS BRONZE! CHANNEL FRAME FOR LEADED GLASS\ ELEVATION ~ SECTION ~ OF WINDOW > THRO” WINDOW ” PLAN ° THRO~ WINDOW ° SCALE “ONE HALF’ INCH EQVALS ONE FOOTY NATIONAL TERRA COTTA SOCIETY -V:+5+A+++PLATE NO:39 TERRA COTTA: +STANDARD CONSTRVCTION - awe le SF) ae? | RPS. eae 3 ale TCRNE SS A | P's / s ; } JGN ANP 3 areal x ; % IF’ OPENINGS ARE! TO RECEIVE’ CS GLASS “SOME OF THE MEMBERS L, case RET Ke WOVLD HAVE! TO BE! JGINTED Aes haves a) ss aseae 70 FACILITATE SET TL : v ELEVATION ONE QVARTER OF WINDOW ~ G GLASS ~ SEE PLATE NOS 39*2* SCALE” THREE-QUARTERS OF AN INCH EQVALS ONE FOOT ~ en ee ee aS BE Soe ae Sore: NAVA AVA ATA . a ZA &> No ay NI LN Nin ee | ais IRN 20 9 ART ER, Yj "4 LLL LLL, Nee SS See THESE! OVISIDE RECESSES “AT Borrom i FILLED FLVSH “SOAS TO SHED WATER - 0° WINDOW ” NATIONAL TERRA COTTA SOCIETY: V:5*A++*PLATE NO+40 1. « 4 «4 TERRA COTTA:+:STANDARD CONSTRVCTION + 4 4 + BACK CHEERING OF JOINT’ FACILITATES SETTING AND ALIGNMENT “SEE PLAN” / Sse PLATE NOS 6 ANDT FOR DETAILS OF IMILER- MTEDLATES Pz fw LSTICATEO ASH LAC WINDOW WITH SEGMENTAL ARCH™ WITH RUSTICATED ASHLAR ~ WITH HALF BALVSTERS VNDER WINDOWS” WN TH CORNER PIER CONS TRVCTION~ WN . SSS SS h 7 } HT Vs y-4LL ww, py 4 CALE” THREE-RVARTERS OF AN INCH EQVALS: ONE! FOOT NATIONAL TERRA COTTA SOCIETY +V+3S+A+++PLATE NO:41 VILIONED AND LOVVERED WINDOWS WITH TERRA COTTA TRIM AND ” RVEBBLE STONE FIELD” ZILLA Vs q RA COTTA WANS COT, / [ TER. NS ee \ = i \\ Vise = ~ NO) a: ( p = o = EN GAD) Oe \SS Ne ed uy) USE terecpuaee enue eananeanty ae Wn bs | y eB AREAL }y CAUCE IO ne ERE Ae EA). ) | x Woes Sal CR W@ngy LDA CIH GIN THRO SIDE TS PLAN THRO” WINDOW ” SCALE’ THREE-EIGHTHS OF AN INCH EQVALS ONE’ FOOT ™~" NATIONAL TERRA COTTA SOCIETY -V+5+A**+PLATE NO: 45 . 2 4 «© TERRA COTTA++STANDARD CONSTRVCTION + «4 + DORMER ~ WITH PEDIMENT ~CORNICE AND FINIALS a a) 4 a : e q H : SCALE”-ONE HALF’ INCH EQUALS ONE FOOT’ NATIONAL TERRA COTTA SOCIETY -V:S-A-+-PLATE NO-46 » v ater x . 1. 2 « TERRA COTTA:+STANDARD CONSTRVCTION + «4» y FUSROUS Les ae 2 FCO S® “ —— — 1 TONT KMOBEHE AUT 48 9 Sones aap zis, ees vs Qh as alercen a Yi GHA fA SG TH CORSA Sz giz a LY A Dy A +*PLATE NO-48 a PLAIN OR. F1 OF SMALL DI E CAN BE SAFELY WITHOVT VERTICAL VOINTS: SEE ALSO PLATELNOMN SS 52 "| 53°S4°S5-5 SCALE” ONE-HALF INCH ZQVALS ONE FOOT ~ 5 2:9" <| zeoxwerowny-| Zdoxme VP~} ytyph NICHE, ~ WITH COLVMNS AND PEDIMENT ” NATIONAL TERRA COTTA SOCIETY +-V:+3-A* ++PLATE NO:+49 ‘ORNICES HAVING: CONSIDERABLE! REPETITION MAY BE, QRNAMENTED AT ShIGHT ADDITIONAL COST” a aan cere cea Soa eee se se to eee oh ge Ppl COLORED GLAZED TERRA COTTA Is PARTIRVLARLY PTED FOR INTERIORS OF THIS Seek ey, PLAXIMVIT AMOVNT | OF LIGH: HAS A FIXED ° VNCHANGING COLOR REQVIRES LITTLE EFFORT 10 KEEP IN PERFECT SANITARY CONDITION ~ GLASS SHELF — va WAITING ROOM” cay TICKET WINDOW,S'~ PLAN WITH COVNTER AND BAGGAGE REST” PILASTER AND CORNICE” SCALE* ONE-HALF INCH EQVALS ONE Foot FIELD OF PLAIN ASHLAR ® NATIONAL TERRA COTTA SOCIETY :+V:+35-A+ + +PLATE NO-50 — i ee Sh. 7 De % 7 2 " oe a Ne | Rane age Spit age = a7 a 2. "ZXPANSION JOINT — r7TT ZZ m77z2 eae OCTAGON COLVMIV ” — SS ELEVATION ~ COLVIGN % CAPITAL OF SCALE ° THREE-QVARTERS OF AN INCH EQVALS ONE FOOT”? LAWN THRO” Bor'rTorz” LOOKING Down ~ Sk THE SHAFT “AS JOINTED”“ TENDS } TO CONCEAL THE VERTICAL JOINTS} } PERMITS CLOSE FITTING ANP ALLO: i OF ADIVSTMENT IN ALIGNMENT a! LN SET TIVNGY | SZ nee iy Ga wee: O | Se =SEa0 ree 5 5252 Seas soaee re THE MOVLDED CORNER OF LARGE! COLVITAS~ SHOVLD BE JOINTED SEPARATELY” re oo pees SEE PLATE NOT POR INTERSTEDIATE WEBS LN BASES — oe ELEVATION ~ BASE OF COLVIZN SCALE “ONE QVARTA fe OF AN INCH EQUALS ONE! Foor” BEEP HOLE NATIONAL TERRA COTTA SOCIETY +V:+S+A+ + »~PLATE NO+51 — PITAL JOINTED NTO SIXTHS A SE 4) THRO*NECK ~— LOOKING VP” COLUMNS” WITH RVSTICATED AND ORNAMENTED SHAFTS” S Ms SSSGGi SQ Naas NTS ENGAGED COLVIANS SHOVLD \[( NOT BE APTACHED TO ASHLAR, AT WALL~~ JOINT AT THIS POINT ALLOWS ADJVSTMENT IN ALIGNMENT IN SETTING © WANTS Tos Sy — COLVMINGS WITH STRVCTVRAL CORES WOVLD~“OF COVRSE ~~ REQYIRE THH VERTICAL JOINTING OF ALL DEVMS ~ SEE ALSO PLATE MOS *56AND*S7~ oe THEO Lhe or suArT’” SEE PLATE NO 7 FOR IY BASES — PLAN THRO’ SHAFT “LOOKING DOV? NATIONAL TERRA COTTA SOCIETY +V*S*A* **PLATE NO* 52 Pe pale Se INTERMEDIATE: REINTORCING WEBS ~ COLVMINS WITH STRVCTVRAL CORE WOVLD~ OF COVRSE “ REQVIRE' THE VERTICAL JOM G OF ALL DRVITS “ SEE ALSO PLATE NOS ~56-AND 57° NATIONAL TERRA COTTA SOCIETY +-V:+3S+A+ ++PLATE NO‘+53 parr 0 SN = cae S os SN ~ N a DIAGRAM or mztrnap For as taming EnvTASIS OF SHAFT” a oe 22 3G LAY OV ACCVRATELY TO P'VILL SULE! OF COLVDIN Fi aeaiee ie A°B°C“D"ANDE’ CAN THEN BE ACCVRATELY MEASVRED~ - rhe a GING THE DIAMETERS AY 9°11 "13-IS"“AND }'7~ ELEVATION ~ i TION freon oF CAPITAL? [SIDE’ OF CAPITAL” Ar * oa = COLVIYNS OF THIS CHARACTER CAN BE MADE WwiTit DRVIM4S~ IN ONE PIECE * VP 70 [6" IN DIAMETER “AND IN HEIGHT : VP TO 20"** ° TH HEIGHT OF DRVMS WOVLD “GENERALLY ~ BE GOVERNED BY THE PROPER JOINTING OF COLVIN WITH ADJOINING WORK AND FOR APPHARANCE ’ COLVMNS WITH STRVCTVRAL CoRES WOVLD “OF'COVRSE” REQVIRE THE VERTICAL JOINTING OF DRVITS~ SER ALSO PLATE! NOS <56*AND “57” SZ PLATE Ko 7 FoR INTERMEDIATE WHABS IN, BASSAS © D Li Sareea Nara \ gers JOINTED * F pany G FOVE’. . . 7 Fae Ry tie 4 Y2y° Tae at BASE OF SHAFT“ VOLVTE Qua PTER-FVLL SIZE DIAGRAM” COMPASS CENTERS “HALF FVLL. SIZE DIAGRAM” FOR LAYING OVI VOLVTE ABOVE “ IONIC COLVMN« WALE' “THREE-QUARTERS OFAN INCH EQVALS ONE Foot” NATIONAL TERRA COTTA SOCIETY +-V:+5S+A+++PLATE NO-54 1 4 4 « TERRA COTTA:-STANDARD CONSTRVCTION + «2. SA ANG See “pe we ROSETTES aie apt, JOINTED \SEPARATEL) ELEVATION OF CAPITAL,” SCALE’ “THREL- QVARIERS OF ‘AN INCH © EQUALS ONE Foor" THE JOINTS IN LARGE CAPITALS MAY BE CONCEAL THE LINES OF ORNAMENT pe ak A. B. rae 2. ee ine — ae 7 ee DIAGRAM FOR OBTAINING ENTASIS OF SHAFT” LAY OVI ACCVRATEZLY PYVLL, SIZE OF COLVIN ~ "B°C°AND"D "CAN THEN BE AGCVRATELY MEASVRED“ ¥ DIAGRAM OF JOINTING AND #NTASIS~ a / Ay: 7IAGQ caze’~ aye" FOUR FEET ae “hye Eo ee PLAN THEO"NECK OF SHAFT \. { XC EN 15 OA SSA Raa “LOOKING VP“ | ae i WW Be, IVING THE DIAME'THRS AT 1)13°15°AND 17° = Pea =s ~ a CAPITAL JOINTED Ly , 6 WUT ip ob INTO QVARTEBRS © } j aire LISS : OS { N 4, pide” own * 2 a OF Learr CORINTHIAN SOLU. COLVMNS OF THIS CHARACTER CAN BE! MADE! WITH DRVMS IN ONE’ PIECE’ VP TO /6"IN DIAMETER WITH HEIGHT VP TO 20°” ° ° THE HEIGHT OF DRVMS WOVLD GENERALLY BE GOVERNED BY THE PROPER JOINTING OF COLVMIN WITH ADJOINING WORK AND FOR APPEARANCE ~ COLVMNS WITH STRVCTVRAL CORES WOVLD~ OF COVE, SH * REQUIRE’ THE VERTICAL JOINTING OF DRVM,S * j SER PLATE NOT FOR INTERIGVE DIATE WEBS IM AASES ~ ELEVATION OF BASE’ ~ SCALE! “THREE-QARTERS OF AN INCH FQWALS ONE Foor NATIONAL TERRA COTTA SOCIETY -V+S+A+ *++PLATE NO-55 «4 4 4 TERRA COTTA: +STANDARD CONSTRVCTION + «> | V We a < aS “py Y Ww CS LKp PLAN B Kors aX z WITH RECESSED ESS x VS ey Fess FILLETS * Q IX 7 4 roa si ? ci aoe a : | .| INTERIIEDIATE WEBS IN NATIONAL TERRA COTTA SOCIETY +V+3S+A*++PLATE NO*56 . 4 4 4 TERRA COTTA:+STANDARD CONSTRVCTION + «+ - FLUTES Wirt SQUARE FILLETS” cOLyMNs WITH STRVCTYVE REQVIRE' THE VERTICAL: JOINT So SOLUMIV FLUTES? WING' ETHODS OF VERTICAL JOINTING Le re SW" PLEVATION i el SHAF'T AND BASE erg ie creat ig plea of PLAN Y AY os FPLVTES fh... WITH \) BEADED Sai FILLETS | Ne, ) = QX«< SCAL#” THREE-QVA Leneeeall \ I ALD Van © | eee ONE! FOOT? LATE NOT FOR MEDIATE WEBS JN NATIONAL TERRA COTTA SOCIETY :V:+5-A+ + »-PLATE NO°-57 - 2» 4 4 TERRA COTTA:+STANDARD CONSTRVC TION a 4 A A SY// Oey, gl ir \\ DOME! CONSTRVCTION ~ WITH TERRA COTTA COVERING CORNICE! PARAPET’® GV77#R” aah? £TC™ Sy ON CENTER LINE AY AY MEIAL SLIGHT WASH ~SOASNOT! TO ) aan Ki PN eh AING* TORM POCKET FOR WATER Pers (ff PIETAL, FLASHING Y z s SN () SS SJ S “i ite Sea Ga €. f Pe eee EBL? SA CVEPER-ABT 4-0.0.¢. ps Le Z f-LL ZA WA DETAIL OF’ FLASHING AND DRAINAGE Ps OP DOME AT LOWER LOWER TERRA COTTA COVE SE VLE HIS PLATE COVERS ONLY THE CONSTRVCTION AND JOINTING OF YERRA COTTA QVESTIONS OF ACOVSTICS “CONDENSATION “OR THE BNGNEERING FROBLEMS, OF REINFORCED CONCRETE ~ ARE NOT! ESPECIALLY” CONSIDERED ~ ‘ THE THRRA COTTA CAN BE MADE TO SVIT) ANY SVCH PARTICVLAR REQUIREMENT ~ CLLR “GY. 4 SS ON MALL LIED NATIONAL TERRA COTTA SOCIETY +V:+3S+A+++PLATE NO:+58 + LU St ee H | eee : a ——— <= ——— S17 Pa Cae aarey pezczzer NJ oe a. i SSS SSNS) SSSA SS SS ere Sie ae 3 p fio : SECTION AA™ THREE RaRrEe INCH SCALE LERRA COTTA PIECES TO BE_BEDLED VNOER RADIAL JOINTS ONL TO PROVIDE. CHANNELS FOR DRAINAGE Of DOM — NON-FERROVS ODS CECZENTED 17 The TKeeeA COTTA JOINTS — S24ACHD AND OF SHCTION TO CON LORD WITA TIE RREQVIRALIENT S- OP BELL TENSION TRE SSAS THE END OF SVCH RODS SHOVLD BE ZAPPALD CO DAME TGCS ~ POM CONS TRVCTION ~ WITH MOVLDE'D RIBS ~ by, TERRA COTTA CO VERING BETWEEN AND SKYLIGHT CVRB SECTION “33° as THREE QUARTER INCH SCALE: ~ WHIS PLATE COVERS ONLY THE! CONSTRVCTION AND JOINTING OF TERRA COTTA QVESTIONS OF ACOVSTICS © CONDENSATION * OR TH ENGINEERING PROBLEDIS OF REINFORCED CONCRETE ARE NOT HSPHCIALLY CONSIDERED~ THE! TERRA COT'TA CAN BE MADE TO SVIT'ANY SVCH PARTICVLAR REQVIREMENT ~ SICVPPER NATIONAL TERRA COTTA SOCIETY :V:S-A*+*+PLATE NO-59 ss 4 4 TERRA COTTA++STANDARD CONSTRVCTION += «4» DOME; cron Mh TP VCTION ~ ED ~~~ THE! TERRA CONTA CAN Bit TICVLAR REQVIREMEN F< ~ — * Bae R EL |VAVLR =r WHERE GREAT DIFFVSIGN OF LIGHT 1) DESIRED * DOMES SHOVLD BE OF LIGHT COLORED GLAZED TERRA COTTA” Cems: a= "127 9 OS al SS AES IS ery aS SO as CA 44 EXPANSION JOINT * SECTION THRO) ARCHES AND DOITE * SCALE!” ONE HALE INE EQUALS ONE FOOT ~<— NOPLAN TARO ARCHES AND BOM 2 SOO NN AY IEEE rl aa as ee NATIONAL TERRA ‘COTTA “SOCIETY - Ves A> “ “PLATE NO-60 ae) Mel | is? COFTFLRED APSIDAL, DOME, “wrt CONCRETE BACKING WITH CEILING LIGHT ae THIS PLATE COVERS ONLY THE CONSTRVCTION AND JOINTING OF TERRA COTTA~~* THE TERRA COTTA CAN BE MADE TO SVIT ANY SVCH PARTICVLAR. REQVIREMENT ~~ QVESTIONS OF ACOVSTICS ~ CONDENSATION ~ OR THE ENGINEERING PROBLEINMZS Of REINFORCED CONCRETE ARE NOT ESPECIALLY CONSIDERED ~ | SCALE ~THREE-QVARTERS OF AN INCH EQVALS ONE FOOT x q &% 8 x Qe ( ois ort Sa CLD DIG LD. f Sir ie "17 te Seas - A ie Pibhe te Mae aS > Ce? 1 ee’ np CULLLLILLLD Y : NS EEERE SSN : SAY ; @&=l-0 DSSS SS N ‘ 7 PLAN Ay} un Lb 5) ABR yi AND "cosa ra A a i} DE WITH DEVS UMNS VP 4 16" IN) DIAMETER: “3 EE! PIRCH Be SHE PLATE] NOS 51°52 “53-54-55 254A Law ty F OSTIMILEL | [peel bee te Zi 4 i ANINHBZ » LLL MILEL LL, N “inl a OAS oe se aS Mls Ki ates \ i Ns mS (ATES 8 SS AN S Nos eae SS 9 SS mA O= Ny Ny V @ tk i \ N ZAOEO N N irri Ssss SSssfS bash : TERRA C Ds Aa 7 7, (a car G 4 LO SN Att tnpy we Sete a | - ay 4 ~. = a ma ~~ 7 ag 1 phe ’ CHVRCH SPIRE! * ; WITH PEDIMENTS~ | BR eked PINNACLES FINIALS ° + 34-14 AND CROSS ” A ie Roe SCALE ~ E ade Oe THREE-EIGHTHS OF ‘AN INCH.” aq et “C0 ZQUALS ONE FOOT’ y S\( ALL AIECHS BACKED WITH WATER - lol 1 BKOOFING TO HAVE CLAMP ANCHORS |). 0 ACROSS VERTICAL JOINTS © 4 Ot te ae? AZ 4 at Vy = ta 7 BN Sh RA SY ay Lit i WAS OSS i ame WAN INSASNUSS SS, Cay LLY LLG CLG ee a 3 AL ERER 7aai2 t+ ¢ 4 oy ZZ ered “4 aud 4 VA ZY ps SORERNRDA TTR ROT nk 7°, 7 17 7, YA Ad as Zg A = = Zz C7z A Lr iy ce ARI: 2 By; A SANS: eam | WAS Z iy i Ur Ae i ~ SS Ui SiS Bh QNAA SS ESE eater onan 4 i See eas 7) +H 2 4 s 0 Y X Sw 2 4 20 Le eg, C777 C7 4 Wy A rs mere a AAA 4! ae AAA “ads iss > | a ee oe ral ;) ee ar A f 0 oe Bie OF: tall % mes 47 war Se ‘ean 4 ; : 3, 5 4 % > : x Qrssies SPD) ERENCES) = : OKA tha aS Laie Fal a RE 41g ae) a XS — “ime \Y, A ow l Hee ZA YRS BOC Re 2 DIAGRAM oF SPIRE” E ONE-EIGHTH INCH EQYAL, NATIONAL TE RA COTTA a es A A TERRA COTTA:++STANDARD CONS TRVCTION * ¢ + + CARGO Ee WIEN STEEL If VSED FOR THE SVPPORT Of GARGOYLES a j IT SHOVLD BE SO DESIGNED AS TO ANGAGE WITH s STEVCTVRAL STHEL OF THE BYILDING — N Y) ALL RODS WASERS NVIS* BTC TOBE NON-FERROVE = y P . Y aL Y) SS SS VY Zp, Y Qe Yl Y Yj “A — ig / SECTION A’AS Q = Bogs ee sf Ds OY : = 0S aa Va SS \ \ NN Pa W & KISS » P x \ "Uy ZiZz i, < Dy . VF" 7 Lug . SECTION DD SCALE OME INCH EQUALS ONE FOOT ™ NATIONAL TERRA COTTA SOCIETY V+S+A+*++PLATE NO-65 LE LIE RING SHOWING VAR GUS 15s CTIONS ” “BOTH INCISED AND RAISED Me | PN ck eC AA AE PRO ’ Di PED SEE 0 O COING SCRTA yp if ‘i asl 1 | ee | ee SS ame eles eae ‘f a at ad. Ee cee ah Teer areas ae ane aN Ob aC Ts i 1 Par BRIE CHIETY HOPELEAS NATIONAL TERRA COTTA SOCIETY :+V:S+A+ + +PLATE NO-+66 ; 4 ® ‘ uy » - ¥ ” t t ‘ Pies! A rms 4 DETAILS: OF ANCHORS” HANGERS “STRARS CLAMPS LIC + VSED IN SETTING TERRA COTTA STRVCITVRAL STHEL™~ WHET ERECTED’ FREQUENTLY VARIES FROM EXACT FIGVRED DIME: at as ut = E, NSIONS FOR THIS REASON ALL SVPPORTS FOR TERRA COTTA“ IVCLVDING ANGLES “RODS “ANCHORS “ETC” ~ SHOVLD BE DEISIGNEP so AS TO PERMIT OF FASY ADIVSTMENT To THE REASONABLE’ REQVIREMENTS OF CONS TEVCTION WHEN THE MATERIAL £5 BEING SEL ~~ ZFX2'CLIPS “ADIVSTABLE DESIRED POSTTION ~ DRILLING ANGLES FLANGES SHOVLD ONLY BE SLOTTED FOR HANGERS 1k NO OTHER METHOD IS PRACTICABLE ” AS IT ALLOWS. OF LITTLE HORIZONTAL ADIVSTMEN TY? SEE FIG 3-4-6 ANB-8~ ANCHORS AZ’ RANDOM { Ce Fic’ 5” W/OViS GRODVE LY Y corrAa~ (Saat ff ANCHOR TO CHANNEL VILLLILEAEEEM | Fy f 5 —*X} CIC HANGER “ADIVSTABLE ON CHANNEL, TO DESIRED POSITION“ 2 ‘ CENTERS! # PINS AT JOINTS ~ pre Senet 290 Seah t 9) CP PPER WIRES # se DOVELE ANGLE OVTLOOKERS FOR SVEPORTING CORNICES BALCOMES AND WHY = TWO HA. el iA CONTINVOVS RODS ON FACE OF REINFORCED CONCRETE FOR ANCHORING TERRA Co7ZA~ ABOVT'2.0" 2 BE US TAYWPRARD STANPARD 4X Ig" ANCHOR, FIG T4 Bi WSZANDARP Z"ROYND AYCHOR j 5 SB B PINS AT JOINTS FIGS” paar CONSTRVCTION WITH ANGLES CONTINVOVS CHANNFLS TO SEPARATED FOR /NSERTION OF HANGERS VSED ALLOW LATERAL ADIVSTMENT OT OVTLOOKER ANGLES AND FVRNISH PEACTION ANCHORAGE eM TYCALLY WITH NYT AT TOP ANGLES ‘To THE DESIRED POSITION” ~MODILLION “AND BRACKET | CARRYING BRACKETS AND MODILLJIONS~ EVD ES TING JIN HANGER “INNER END IN MASONRY DIAGRAMS OF COR. VEL NATIONAL TERRA COTTA 5S PLATE Bekearee S"ANCHOK RODS PLACED 2'6°70 30 CENTERS FOR ANCHORING CONTZNVOVS CHANNELS < VPPORT ~ OCGIETY:+V:+S+-A+++PLATE NO:67 aye “as ar eee Standard Specification for the Manufacture, Furnishing and Setting of Terra Cotta Adopted by NATIONAL TERRA COTTA SOCIETY a Pees aoe Architect or Specification Writer will find it convenient to follow the Short Form Specification beginning with ection 63. The Short Form incorporates all the provisions of the Standard Terra Cotta Specification, but eliminates the necessity of mentioning them in detail. Reference to the Glossary, Sections 50-62, will supply the surface finish, ceramic finish, and color data necessary to specify surface and color correctly. The Corollary Clauses, Sections 85, 86, explain the setting option between mason and manufacturer. Sections 87-91 under Corollary Clauses explain the specifications for flashing, sheet metal, structural steel, structural concrete and rough carpentry. These specifications form a part of the Terra Cotta Specifications, although the materials are supplied and set in place by different contracting parties. A A—GENERAL INFORMATION Drawings : The Terra Cotta manufacturer shall be furnished with all drawings, details and other in- and formation necessary for the manufacture of Terra Cotta, including drawings for all classes of Schedules work with which the Terra Cotta engages. Wherever Terra Cotta is required to match in contour, color, finish and surface treatment, existing Terra Cotta, as for example in connection with alterations or additions to existing work, the Terra Cotta manufacturer shall be furnished with the required profiles and samples of the original work, and other needed information. The Terra Cotta manufacturer shall, before proceeding with manufacture, submit to the architect for his correction and approval, shop drawings showing jointing and construction of the Terra Cotta and provision made for all flashing and counter flashing. These drawings must conform as nearly as practicable to the architect’s drawings, but shall be in accordance with good Terra Cotta structural practice. All pieces of Terra Cotta shall be numbered. The Terra Cotta manufacturer shall provide two copies of the completed scale shop drawings to be used for setting and showing the piece numbering of the Terra Cotta, and the size of the joints to be used for setting the various portions of the work clearly indicated. These drawings shall be designated as the setting drawings. The Terra Cotta manufacturer shall furnish, as promptly as possible, a schedule of all special anchors, hangers, etc., necessary to secure and support the Terra Cotta in a manner approved by the architect. B—MATERIAL Note:—In view of the researches now being conducted by the National Bureau of Standards at the instance of the National Terra Cotta Society, it seems inadvisable to attempt, at this time, to write either quality clauses in terms of crushing strengths, densities and elasticity, or specifications for tests. Clauses descriptive of the desirable physical characteristics and of tests to prove compliance of the material with such physical requirements will be prepared as soon as the necessary data are available and inserted in a later edition of this standard specification. Modeling i All ornament shall be artistically modeled by the Terra Cotta manufacturer’s staff artists. (Or, models made to Terra Cotta shrinkage scale will be furnished to Terra Cotta manufacturer, without cost to him, securely crated for shipment f. 0. b. modelers’ studio at ve Photographs in duplicate of all ornament shall be submitted to the architect for his approval or correction, or, if he so desires, he may inspect all modeling at the factory. Such approval or inspection by the architect shall be made promptly. No ornamental work shall be burned until modeling has been approved. Surface Finish, : The surface finish, ceramic finish and color of all exposed surfaces of Terra Cotta shall be Ceramic Finish as indicated by the architect’s drawings or as specified. For surface and ceramic treatments, and Color see Glossary of Terms relating to Terra Cotta, which is hereby made a part of this specification. The ceramic finish shall be applied to the Terra Cotta in such a manner as thoroughly to coat the exposed surfaces. Samples ; The Terra Cotta manufacturer shall submit samples of the color or colors of the ceramic finish to the architect for his approval, and all Terra Cotta shall conform without marked variation to the sample or samples so approved. NATIONAL TERRA COTTA SOCIETY +V'5S+A+ SPECIFICATION Ends, Walls and Partitions Washes, Weep Holes and Drips Preparation for Flashing Joints Shipment, Delivery and Care Replace- ments Handling Mechanics Cutting and Fitting at the Building Supporting Metal Work and Anchors 13. 14. 18. 19. 20. 21. 23. 24. C—DESIGN AND STRUCTURE Walls shall not be less than one inch thick and partitions shall be of such thickness and so spaced as to perform their proper functions with regard to form and structure. Each piece of Terra Cotta shall be provided with the necessary anchor holes and hand holes and shall be so formed as properly to engage the structure. Beds generally shall be not less than A” deep. Projecting courses, cornices and heavy ornamental detail may have washes, drips and weep holes, where shown on the approved shop drawings. Where so shown the washes of all projecting cornices and other exposed horizontal surfaces shall have provision made for flashing. All surfaces where the wash pitches inward toward the structure and stops against superimposed work; all balcony floors, and all gutter grades shall have provision made for flashing. Xaggles shall be provided to receive gutter linings and flashings when the joints cannot be used for the purpose. Raggles shall be not less than 34” deep. All capping courses, copings and sills except of the “slip” type, shall have stools and lugs at intersections with vertical surfaces. All joints shall be straight and true and of an approximate uniform width of 44”. All Terra Cotta shall be laid out at the factory to test it for uniformity of joint widths and over-all dimensions. Where necessary to secure accurate dimensions and uniform joint widths, the material shall be sized straight and true. D—TRANSPORTATION, STORAGE AND PROTECTION Unless otherwise specifically agreed, all Terra Cotta shall be furnished by the manufacturer f. o. b. cars factory, with freight allowed to destination. All Terra Cotta shall be carefully packed in hay, straw, excelsior or other suitable material. If any pieces of Terra Cotta are damaged in transit, the manufacturer shall be immediately notified in writing by the setting contractor and proceed with the remaking of the pieces. The responsibility for the cost of such replacements shall be determined by the point of delivery fixed by the contract under which the Terra Cotta is delivered. If the point of delivery is beyond the immediate control of the manufacturer, the setting contractor shall assume responsi- bility for the necessary proof of damage. E—ERECTION The setting contractor shall receive the Terra Cotta on arrival at the freight yards and shall transfer it without damage from the cars to the building. When the Terra Cotta manufacturer delivers on trucks at the building the setting contractor shall unload and store the Terra Cotta. Terra Cotta shall be stored under cover, not in contact with the ground, stacked without inflammable packing on wood laths or strips, so as to protect it from injury. All Terra Cotta shall be set by mechanics experienced in the handling and setting of the material. Notice of errors in the manufacture of the Terra Cotta shall be given to the manufacturer immediately upon discovery. Cutting or fitting due to such errors shall be done by the Terra Cotta manufacturer or shall be paid for by him if he fails to do the necessary cutting or fitting promptly upon receipt of notice. Other necessary cutting and fitting of the Terra Cotta that may be required at the building, including all fitting around anchors, steel and iron work and reinforced concrete, shall be done by the contractor for setting Terra Cotta. In Connection with Structural Steel: Beams, channels, angles, T’s, plates and fabricated members for supporting Terra Cotta and which are not secured to the structural steel by rivets or short bolts, as shown on the architect’s drawings, together with all anchors, hangers, bolts, clips, straps, rods and pins for securing Terra Cotta, shall be furnished and set by the contractor for setting Terra Cotta. In Connection with Structural Concrete: The contractor for structural concrete shall furnish and set all supporting metal work imbedded in the concrete and all shelf angles and continuous rods. All such metal work shall conform to the requirements of the setting drawings prepared by the Terra Cotta manufacturer. All other loose iron such as clamps, hangers, clips, straps, and pins shall be furnished and set by the Contractor for setting Terra Cotta. All anchors, hangers, bolts, clips, straps, rods and pins for securing Terra Cotta shall be of wrought iron or non-corroding soft steel. Anchors, hangers, bolts, clips, straps, rods and pins for securing the Terra Cotta, except where otherwise shown or specified, shall be of the following minimum sizes: NATIONAL TERRA COTTA SOCIETY +V:+35+A+ SPECIFICATION dn Oe 22 4 4 TERRA COTTA+s+STANDARD CONS‘TRVCTION + 4 + + 29. Anchors:—(a) For ashlar or courses balanced on the wall, shall be 14” x 14” or 14" x 54”, or No. 6 gauge galvanized wire. 30. (b) For projecting courses not balanced on the wall, shall be not less than 94” round or square bars of equal cross section. Sh: Hangers shall be 54” diameter round bars or other shapes of equal cross section area. 32. Clips and straps shall be 34” x 2”. Dos Pins shall be 14” diameter round bars. 34. Continuous rods on concrete wall faces to which Terra Cotta ashlar is clipped, shall be 54" diameter round bars which shall be secured to the masonry with 14” diameter round anchors placed not more than 2’ 0” on centers. 35. All steel or iron supporting metal work shall be clean and thoroughly protected with two coats of pure red lead and linseed oil paint, asphaltum applied hot, or other approved protective compound. Pr otection of 36. Metal work of every description, supporting Terra Cotta, shall be imbedded thoroughly in Supporting the masonry backing and when not so imbedded, metal work shall be protected against corrosion Metal Work by encasing with cement mortar or in cement mortar masonry. 37. When the back of a Terra Cotta course comes in contact with iron or structural concrete in such manner as to prevent the encasing of supporting iron from the rear, an opening shall be made in the top to admit of the placing of the encasing mortar as required above. Mortar _ 38. All cement used for setting mortar shall be of a standard brand of Portland cement fulfilling the requirements hoth physical and chemical of the standard specifications for Portland cement adopted by the American Society for Testing Materials. 39. All sand used for setting mortar shall be clean, sharp and well graded in size. 40. All mortar for setting and pointing shall be composed of one volume of Portland cement to three volumes of sand. Hydrated lime, not to exceed 9 pounds to the sack of cement, shall be added. Al. The sand and cement and lime, if any, shall be thoroughly mixed dry before any water is added. The use of retempered mortar shall not be permitted. Selling 42. All Terra Cotta shall be set true to a line and carefully laid in a solid bed of mortar. All rebates in bed and cross joints from front to back and top to bottom, shall be filled solid with mortar leaving no voids. Each piece of Terra Cotta shall be tamped into place, excess mortar cut off and struck with a jointer or trowel. All sills, wall copings and other capping courses, shall be set in a thick bed of mortar and well pounded down so that the mortar fills all spaces around bottom of webs of Terra Cotta. 43. All Terra Cotta projecting courses shall be so set that the arris casting a shadow shall be true to line. 44, When the Terra Cotta work is of such scope or character that the proper handling and setting of the Terra Cotta require special skill and knowledge, the Terra Cotta manufacturer shall, if required by the contract, furnish a competent Terra Cotta setter to assist in the sorting, selecting and handling of the Terra Cotta, to co-operate with the setting contractor, to assist him when cutting or fitting of the Terra Cotta is necessary, to advise as to interpretation of setting drawings and to help generally in securing rapid, efficient progress during the setting of the Terra Cotta. For such service the setting contractor shall pay such setter full time at his regular wage rate. When the furnishing of such a competent setter involves traveling expenses, the setting contractor shall pay the same and also make an allowance for his board. 45. When the services of such a competent setter are not required under the contract, the Terra Cotta manufacturer may, at his own option and expense, send such a representative to the work who shall perform the above services, and the setting contractor shall co-operate with and aid and facilitate the performance of such services by such representative. Pointing 46. All joints in Terra Cotta shall be pointed and struck as the setting progresses except in freezing weather. In freezing weather and when re-pointing is necessary, all joints shall be raked or cut out to a depth of 14" and the pointing mortar driven into the joint and struck with a jointing tool. AT, All joints in overhanging Terra Cotta, balustrades, parapets and free standing features shall have joints raked out one-half (14) inch, and pointed with an approved elastic cement. Protection 48. All uncompleted walls including Terra Cotta and backing shall be protected by waterproof covering at night and at any time when liable to injury from storms or freezing. (Note:—All other protection required for projecting courses, jambs of openings, etc., is provided for under the work of other trades.) NATIONAL TERRA COTTA SOCIETY *V*3*+A* SPECIFICATION 2 4 4 4 TERRA COTTA: +STANDARD CONS TRVCTION * ‘4 + + Cleaning 49. Upon completion of the work, mason’s wedges, shoring, supports and centering and all other Down false work and protections shall be removed and the Terra Cotta cleaned down. If satisfactory results cannot be obtained by the use of abrasive soap or washing powder, a solution consisting of 114 pints of muriatic acid to a gallon of water may be used. In the use of acid solutions only wooden pails and fibre brushes shall be employed. Glossary of Terms Relating to Terra Cotta Surface 50. Surface Finish designates the texture of the surface of the clay body prior to application Finish of Ceramic Finish. Sl. It may be: (a) Smooth. (b) Tooled or Drove. (b1) Eight lines to the inch. (b2) Six lines to the inch. (c) Light irregular drag or combing. (d) Heavy irregular drag or combing. (e) Special. 52. A special Surface Finish like “bush-hammered,” “pitted,” “vermiculated,” etc., involves extra expense and, if required, should be clearly specified. 53. Surface Finish for unglazed surfaces may be smooth or may be tooled with a light or heavy drag. Flat surfaces of sufficient width may be tooled, while the curved surfaces of mouldings may be left smooth. Surface Finish for glazed Ceramic Finish (whether lustrous or mat) is usually made smooth. 54. Granite Colors, if unglazed, may be made smooth or with irregular drag, or pitted. A bush- hammered or special surface involves extra expense, and if required should be clearly specified. If glazed Ceramic Finish is used for Granite Colors the surface treatment is usually smooth. Ceramic 5a. Ceramic Finish designates the surface and color applied by the ceramic processes of coating, Finish and glazing, burning, etc. Color 56. (1) Unglazed Terra Cotta: Terra Cotta with a Ceramic Finish producing an unglazed finish made in various shades of buff, gray, salmon, red and brown. Most colors thus made are vitreous. 57. (2) Glazed or Enameled Terra Colia: ‘Terra Cotta having an impervious Ceramic Finish of a glassy texture which may be either lustrous or mat (sometimes designated as full or dull glazes or enamels) made in various colors. 58. (3) Granite Color Terra Cotta: (a) Unglazed Granite Color:—A mottled Ceramic Finish similar to unpolished granite. (b) Glazed or Enameled Granite Color:—A mottled Ceramic Finish similar to polished granite, made either lustrous or mat. 59. (4) Polychrome Terra Cotta or Faience: Terra Cotta having two or more colors on the same piece. (a) Polychrome, unglazed:—Unglazed Terra Cotta having two or more colors on the same piece. (b) Polychrome, glazed:—Glazed Terra Cotta having two or more colors on the same piece. (c) Polychrome, blended colors:—Made only in glazed Terra Cotta. If, in polychrome glazed work, the colors are not to be separated by definite lines or contours of orna- ments, but are to be blended together by brush treatment, or the like, the term “Polychrome, blended colors” shall be used. The character of work expected should be explicitly described. (Note:—For polychrome work always clearly specify the work to be done and the number of colors on a single piece.) 60. (5) Special: There are a number of Ceramic Finishes used by individual manufacturers the processes for which are patented or the names copyrighted which are not included in this Glossary. 61. (6) Semi-Glaze: An ambiguous term which should never be used. Gly ti ire-Gilding: A coating of gold glaze, either mat or lustrous. fixed by an additional burning (The area of surface to be gilded should be clearly described.) NATIONAL TERRA COTTA SOCIETY *V+S+A* SPECIFICATION oe 4 «4 TERRA COTTA++STANDARD CONS TRVCTION + 4 4 4 Short Form Specification for The Manufacture, Furnishing and Setting of Terra Cotta For Incorporation in the Architect’s Specifications To be used in connection with Standard Specifications and the Standard General Conditions of the American Institute of Architects. 63. (Note to architect:—The Standard Specification does not state who shall set the Terra Cotta, who shall provide wood centering, scaffolding, hoists, cover boards and protection (except tops of walls against weather). It does not include any cement or concrete work in connection with forming gutter grades and washes on projecting courses and features, or the furnishing or setting of sheet metal flashings and gutter linings. It does not include the furnish- ing and erection of metal supporting members which are riveted or bolted with short bolts to the structural steel or structural concrete. It requires the architect to show on his drawings the sizes and arrangement of rolled or fabricated structural shapes used for supporting Terra Cotta. (See notes on corollary clauses at end of this specification for the work of other trades to take care of such omissions.) GENERAL CONDITIONS 64. The general conditions of the American Institute of Architects, Third Edition, shall form a part of this specification and contract and all work shall be subject to the provisions thereof. I ae 65. The work included in the contract comprises the manufacture, (and) delivery (and setting) aoe uae of all Terra Cotta in accordance with the contract drawings and these specifications. 66. All (here insert a complete description of work) shall be of Terra Cotta. Work Not 67. The following items are not included as a part of the contract for furnishing (and setting) Included Terra Cotta. (a) Masonry backing. See specifications for (.......--.-+++s-seree ete . (b) The furnishing and erection of metal supporting members which are riveted or bolted with short bolts to the structural steel. See specifications for (........--- 6. essere teense : (c) Cement or concrete grading for gutters, washes, floors, etc. See specifications for (.... ts aaa ter ibis avait dala cfleisr.8) Qe ere) $e peu AALS 6 eens: 4 rer 6. 16 Furnishing and setting sheet metal. See specifications for’ (.).. 20... 608s eet geet ees We (d) MATERIALS AND WORKMANSHIP 68. All Terra Cotta work under this contract, except as hereinafter specified, shall be executed in strict conformity with the Standard Specification for the Manufacture, Furnishing and Setting of Terra Cotta, adopted by the National Terra Cotta Society; which Standard Specification is hereby declared and made a part of this specification with the same force and effect as if written herein in full. Surface Fk inish, 69. All Terra Cotta (Note:—If several textures or finishes are to be used give location of each) Ceramic Finish shall be and Color 70. (1) Unglazed: Surface Finish of flat members shall be (a) Smooth. (b) Tooled or Drove. (bl) Eight lines to the inch. (b2) Six lines to the inch. (c) Light irregular drag or combing. (d) Heavy irregular drag or combing. (e) Special. (Note:—Special surface finishes like ‘‘bush-hammered,”’ ‘‘pitted,” “vermicu- lated,” etc., should be described.) ahs The surface finishes of mouldings and curved surfaces generally shall be (Note:—Unless otherwise specified these surfaces are generally made smooth.) 72. (2) Unglazed Granite Colors: Surface finishes of flat members generally shall be (a, b, c, d, e). The surface finish of mouldings and curved surfaces generally shall be (Note:—Unless otherwise specified these surfaces are generally made smooth.) 73. (3) Lustrous or Full Glazed or Enameled: Surface finish shall be (Note:—Unless otherwise specified these surfaces are generally made smooth.) 74. (4) Mat or Dull Glazed or Enameled: Surface finish shall be (See Note 3). NATIONAL TERRA COTTA SOCIETY *V+S+A* SPECIFICATION ao & & A TERRA COTTA- «STANDARD CONS TRVCTION a 4 & & (5) Lustrous or Full Glazed or Enameled Granile: Surface finish shall be (See Note 3). 76. (6) Mal or Dull Glazed Enameled Granite: Surface finish shall be (See Note 3). Tks The color of the Terra Cotta generally shall be (............. 060. e epee eee eee eens ) as per approved sample or samples. 78. (7) The Terra Cotta comprising (....described here in detail. ...) shall be (two, three, four) color polychrome. Colors (....specify where. . . .) shall be blended. 79. (8) The surface finishes of (....specify where... .) shall be fire gilded with (mat or lustrous) gold glaze. (Note:—Sections 1, 2, 3, 4, 5, 6, are alternates. If there is no polychrome work or no fire gilding omit sections 7 and 8. Sections a, b, c, d, e, are alternates for surface finish.) Delivery 80. The Terra Cotta manufacturer shall furnish and deliver (f. 0. b. cars factory with freight allowed to destination) (on trucks at the site of the building) (and set) all the Terra Cotta as indicated on the drawings or as here described. Selling 81. All Terra Cotta shall be set by the (Terra Cotta manufacturer), (mason....). For such anchors and metal work as are to be furnished by the setting contractor see Standard Specifi- cation. (Note to architect:—If the Terra Cotta manufacturer is to set his material include the following clause in the Terra Cotta specification. See also suggested clauses at end of this specification to take care of these omissions and for incorporation in the specifications for the work of other trades.) 82. “Hoisting service, storage space, setting mortar delivered on the scaffold, outside and inside - scaffolds, runways and platforms, water, temporary light and removal of refuse, shall be fur- nished to the Terra Cotta manufacturer free of charge by the (....mason contractor. .. hye Terra Cotta (Note to architect:—If the work is of such scope or character that the proper handling and Setter setting requires special skill, the following clause may be inserted: ““The Terra Cotta manu- facturer shall furnish at the expense of the setting contractor a competent Terra Cotta setter to assist in the sorting, selecting, handling and setting of the Terra Cotta.’’) Joints 83. (The Standard Specification does not require any joints to be rubbed. If rubbed joints are to be required it should be so stated here.) 84. (The Standard Specification requires all joints to be approximately 14" wide. If joints of a different width are desired it should be so stated here.) Suggestions for Corollary Clauses 85. 1.—If the Terra Cotta is to be set by the Terra Cotta manufacturer, a clause similar in purport to the following should be included in the general requirements relating to masonry or brick work: 86. “Terra Cotta will be furnished and set by the Terra Cotta manufacturer. Hoisting service, storage space, setting mortar delivered on the scaffold, outside and inside scaffolds, runways and platforms, water, temporary light and removal of refuse shall be furnished to the Terra Cotta manufacturer, free of charge, by the (mason contractor). A provision should also be included to the effect that the (mason contractor) shall construct the brick (concrete) backing for the Terra Cotta and “The backing shall proceed simultaneously with the setting of Terra Cotta. Each piece of Terra Cotta shall be backed up solid with brick and mortar, so as to make a perfect bond and homogeneous mass between wall lines. This backing shall extend beyond the wall line when necessary to structural stability. If concrete is used it shall not be stronger than a 1 to 9 mixture.” Also a provision under which the (mason) contractor shall place all concrete or cement grading for gutters, washes and balcony, loggia or other floors. 87. In the case of parapet walls specifications should state that flashing if used shall be carried through the wall, or if flashing be not used the back of the parapet wall shall be damp- proofed and the water-proofing carried through the wall. 88. 2—Inthespecifications for sheet metal work there should beincluded a clause similar in purport to the following: “The washes on all cornices and other exposed surfaces, where shown or specified, shall be covered with ( ) which shall be turned up against vertical surfaces (cap flashed) and cemented into the raggles provided for the purpose 1n the Terra Cotta.” NATIONAL TERRA COTTA SOCIETY “V+ S+A+ SPECIFICATION 89. 3.—Structural Supports. Under “Structural Steel,” a clause similar in purport to the following should be included: Beams, channels, angles, T’s, plates and fabricated members for supporting Terra Cotta, and which are secured to the structural steel with short bolts or rivets, shall be furnished and erected by the contractor for (structural steel).”’ Under “Structural Concrete” a clause similar in purport to the following should be included : “Steel beams, channels, angles, T’s, plates, fabricated brackets and outlookers and other members, bolts, rods, wires, anchors, and sleeves for supporting Terra Cotta, which are imbedded in the structural concrete, also shelf angles and continuous rods attached to structural concrete shall be furnished and set by the contractor for structural concrete, in strict accordance with setting drawings prepared by the Terra Cotta manufacturer.” (For information as to the sizes and character of bolts, rods, anchors, etc., see section E paragraphs 24 to 35 inclusive on “Supporting Metal Work and Anchors” of Standard Specification for the Manufacture, Furnishing and Setting of Terra Cotta. Such supports should be clearly shown on the drawings. ) 91. 4—Under “Rough Carpentry” or other suitable division of work, there should be included a clause providing that the contractor shall furnish, set and maintain all centering, cover boards, boxing and protection for Terra Cotta, and remove the same upon completion of the work. NATIONAL TERRA COTTA SOCIETY *V+S+A+ SPECIFICATION NATIONAL T Index ON VOLT Cc A ane en See plates in general Terra Cotta to Concrete Frame........-- 27, 26, 36 Types of Anchors, Hangers, etc., used.......-.- 67 Arches 2, 6, 19, 33, 34, 37, 38, 42, 46 39 ORCC Ebon a heel ee 6 meticdted AgbIOr......<- 256+ -255+- Permetital: (45... - 0.6. 1, 3, 7, 13, 19, 33, 34, 38, 41 Semi-circular.......... Depart cy L1, 12). 14 45, 48, 49, 50, 60, 62, 63 Spandrels for....... 3, 4, 5, 14, 33, 45, 48, 49, 62, 63 Architraves............ Vee el, 237 20,30; ol 32, 48, 49, 50, 60, 62, 63 Ashlar Po ES eee Be ie 29, 32, 3 , 45, 48, 50, 60, 64 1, 6, 7, 8, 9, 11, 31, 41, 44 MEM. We Ns wg kd ee ea #2,°13,.14, 45 Balustrades RP er er on eG 12, 14, 15, 16, 25, 26 Sa 12214,-15,-16 25, 26, 41 16, 25, 26 PM eee a ee asia aic ap Git hs otc ely 2) suis ao) wr eles oieS! "aL. Bercy mV e fee 8 Bases GUEGES. occ es ets fom nen O.e a, oo, 09, 10, 1h 43, 44, 45, 47, 48, 50, 61, 62, 63 Strengthening Webs in Column POET ASLOL GO igen ek eae ese s alee ses > & PT IPPC NT Oy ek oc des Ge hee 18, 34 Ry Fel wee Be eek he Le? ES aa WS PACRELS See goh oe ee 2, 12, 13, 14, 15, 24, 28, 49, 50 Brick Field with Terra Cotta Trim....... 4, 5, 10, 14, 19, 30, 31 32, 37, 38, 40, 43, 49 ESTHET OSE RR aed ee ros nee ean glace GONODLES 11 ROUdEU ta tan ine Cer 8,580 Capilals for Columns or Pilasters... 1, 2, 10, 21, 26, 45, 47, 49 ANE oll 54, 55, 60, 62, 63, 64 COTOUCNES Bete cae he ee 9, 13, 34, 63 9, 3, 3, D2. Channel Details, Metal, for ‘Leaded Glass. Windows...) ose si: 39, 42 EAT CUITT Tee he to aa ee eels OLS NS OU ITA ae, oie Se Ee, aR Seem ee Columns IRGTasT Hed a ae a he Pee Soe whe eee iB ASComepe rere enn ea 1, 14, 44, 47, 49, 51, 52 54, 55, 56, 57, 62, 64 CSAUNLAIS ee Geet en ee ao, Sey, 1) 14-2)49251, 522 53 54, 55, 60, 62, 63, 64 Corinthian—Fluted and Plain................. 5D. ORIG —OTNAMented ir. stig ae sin Sai aie sekdehe 2 a aes 5D Bugaced ae. 20css 1, 10, 14, 44, 47, 49, 52, 62, 63 Paitasie Dipwrani as ee et AOL, 045-90 Entasised-2 22... 5..4 1, 21. 49. 515 52, 53; 54; 55, 62 Bute) etailsaee earner ete toe or tas be ens Tonic Blutedeands elainee pesnnmtee anes eee RGURDERTIS 7 aah tase tea ks 1, 44, 47, 49, 51, 52, 53 54. 55, 56, 57, 62, 63 Octagon—Ornamented and Plain............-. 51 Cirpninected: Sunline aes Gee ene ee oe 8 52 olinte rece ni eines tet kta. a toacese. cits OF Concrete Frame Construction and Anchorage Details...) 262. ne 2 4 Tey CA ats For Protection of Steel and Anchorage in Non- concrete Frame Buildings......4, 5, 12, 13, 21, 22 24, 26, 33, 62, 63 (EG SOLES eee er ee Are eke teks neon’ 3, 62 Copings Battlemenled metre its Heh ace ees 18, 34 Brick Dowel Construction............15, 16, 17, 21 Dos ctonol (General Sreedhar coma 15, 16, 17, 18, 21, 23, 24 27, 29, 30, 31, 58, 59, 64 ERRA COTTA SOCIETY *V*+3S+*A+******* INDEX +] ‘ee +, <; eT = Nila th, ge gy ae ‘Tc ose s 4 TERRA COTTA+s+STANDARD CONSTRVCTION + + Index C—Continued Oy CTE LS eal = ee Pe 13, 24, 32, 33 Cornices Heavy Bracketed (Corbel Table).............. Molton se meee et is aera ees es 15522, 23: MRTG CL CRCREL ES a hoe) echt tic cue a ce eye 2-2 Ventilation Ye ayy AN elie es 26, 2 OU; oleda, Nath: Concrete Supports)... <- 9208 2. es en With Niches 8, 49 With Steel Supports 24 y 32, 44, 49 202 DU, OL 34, 50, 58, 62, 63 Corroston—(See also Concrete used for Protection of Steel) Protection of Steel from... . Without Steel Supports........2, 12) AND, 22,20, 24 26, 27, 28, 32, 33, 34, 35 36, 42, 44, 54, 64 Crockets 46, 47, 64 Diagrams Entasis Volute Domes Coffered Apsidal Interior of Plain Ashlar Terra Cotta covered Doorways—(Also see Entrances) Flat Arched Segmental Arched Semi-circular Arched Dormer Windows Drainage UTC TET oe eae 12, 13, 14, 45 Cornices Doman els 2a. 20 24, 25, 26, 28, 44, 58 58, 59, 62, 63 Continued Entablatures—(Also see Cornices) Doren st Viewac. ac be cat bo ee Ae ue re 21 Entasis Diagrams 51, 54, 55 Entrances—(Also see Doorways) Rolin tren OA Cened # sue pian eat tate ate ae 4,5 Flat Arched Segmental Pediment Semi-circular Arch and Pediment Store Front Expansion Joints At Shelf Supports At Spandrel Ends Over Column Capitals. . Over Pilaster Capitals Finials 5, 33, 45, 46, 47, 49, 63, 64 Flashings Balconies 12, 13, 14, 45 Baltistrades 3 2.64) 5 Oat ace Sees (PIE PAR 20 Canopies (GOrnicess oe eee 21. 22723) 24,255 26, 28, 63 Domes 58, 59, 62, 63 Dormers 45, 46, 47 Niche Sills 33, 48, 49 Parapets........15, 21, 23, 24, 27, 29, 30, 31, 34, 58 Pediment seer ter race rr ], 45, 46, 47, 64 43, 44, 47, 48, 62, 64 Under Copings. .15, Flule Details for Columns Free-standing—(Also see Balustrades and Parapets) RATEGY Meas er hahaa cts 2 apa ke 2h 9,8 65 Pinnacles Friezes 2 Bio 26; 44, 45, 48, 49, 50, 58, 60, Gargoyles Impost Inscriplion Panels NATIONAL TERRA COTTA SOCIETY -V+S*A++*++**+* INDEX gy ea “= y aeeey ae aor A * ¥ « . t ’ . 7 we ‘4, Index— Continued J Jambs Nichestoe ke ony See, a ea STAB AO UAUESIG Gore lee aa a 4, 5, 7, 10, 11, 14, 33, 34, 37 38, 39, 42, 43, 46, 47, 49, 50 a Moulded and Quoined..........-. 10, 30, 38, 42, 43 ; PP aTiGled eta een te pitc hie har hint cayiene = Tice 0.9,) 14 Openings—(See Doorways and Entrances) 1. Or yy igen on ta a ee er Pee O12 T3209, al . 32, 41, 42, 44, 45, 64 Oriel Bay CRC oreer A eeat MEER Ey a gD) rite Orage ECan ok 1,5 Jointings—(Also see Arch Construction) Outlooker Construction Bemlaratrnes hirer hs jciatias aru diy aie AGeee ie aS 16, 41 Hale cites te Onc oe te ne ees Sk renee ols OER OSE RR Eo ta a aia wien 13, 24, 49, 50 Canonies i) Saree Yoda as ae eee eae (Cray TRDIWATE SS Gg ee ener iene 1, 44, 47, 49, 51, 52, 53 (S OTMICES tee. case ee oe: 15521) 22> 2324, 29, 260 54, 55, 56, 57, 62, 63 INiGhE: Sillgaian slack. ete ca aan, eee De te is 49 BNR cee ery ee cers oes Le 16, 17, 18 Dedimentasecs a eee Anes tein Cee 1, 49 MOTTE ALOVENINGS ©. nu fee ese nea ee es 58, 59 - CONSE Ip, fest eo. (m9. 10, Lb Pp 37, 38, 39, 42, 43, 44, 64 Dies Mullions.........4, 29, 30, 31, 33, 34, 37, 38, 39, 42 Load ats Sr a) 3. 26, 45, 50, 60 Coffered PIA eer Ce eee rarekens feral yee pus ee ade eked lecshiaslit 61 - a 11, 22, 23, 24, 55, 64 TscripuOl tae ebie ei eer oe we Pec as ok il, By Soffits wd SO 1 12; 13, a1 23, 26, oF Moulded. COE AT Pm iby 22; Ds PAS aye 61, 63, 64. 28, 32, 35, 36, AA, 49, 60 Chrtiaimen ted a neyete scr. the eke ea a ay. tis OP. 26, 30 Joints for Wash Courses ; ca aa io. 5 Cine cree Consiniion, Raised ea (GEV ETL CLLOT meen Sa Seas 15221, 23724, 27 apes. 20 NTE y OPIS FAC jos ph a Be on) TPL oe as 5, 33, 62, 63 Pe LOSHEL IN TENESo te he Wee ae ee wee a bhe ahe 1) 1 FRIES ta ee Reo. 0, 9533 PPOULITION Se eos ose 3 Lettering, Detail Section Piers Horetigised and Incised............+%++-+- 66 (TRCN en ROU tae a 29, 32, 44, 50 . Rusticated Ashlar........... 1, 6, 7, 8, 9, 31, 41, 44 Lintels hele Supports fOr. napus ees 29, 30, 31, 32, 44 DP EEE oe ce wieiale Pc Ha ens wie Hee os 1, 9, 32 With Canopy, Niche and Pedestal. ..........-. 33 Window......... 4, 19, 29, 30, 31, 35, 36, 37, 44, 46 } Pilasters Louvered Windows—(See Windows) asec eee eee oie eng at otwtele oi 2, 45, 62 Capibaldemeneete ssn sm ae os 2, 3, 9, 26, 45, 60, 62 M Daneipdcsere tite eek ee Rak eee 2, 45, 64 (ISR A ae oO ene ne eee eo Ae some eee rae Sea Metal Channel Frame Detail for Leaded Glass Windows............-- 39, 42 TICLES RT rs ete ae Se ee AT, 64 eh Fy ii oy sh ee Med ode ove 91 Plynihs... 1, 2, 6, 7, 8, 9, 10, 11, 43, 44, 45, 47 48, 49, 50, 51, 52, 54, 55, 56, 57, 62, 63, 64 CEST RAGES Se, Se Ie ce aa Mullioned Windows—(See Windows) ; (QUIS ai Wee antec We on, 4, 10, 14, 19, 30, 31, 32 "AOL VEE Oe SS 31,28) 25 37, 38, 39, 42, 43, 46 NATIONAL TERRA COTTA SOCIETY +V:S+A* +++:+++INDEX R Rails—(See Balustrades) RE QIISE rk cont a Meese ary 21, 26, 45, 46, 47, 58, 64 TROSELES oo. or Cer eeice ee. U1) 22-025 24, 55. 64 Rubble Stone with Terra Cotta Trim......... 42 Rustication USGL Oe ae eee 6, 7, 8, 9, 41 INGUIN are ad 2 ae eee 1, 6, 7, 8, 9, 11, 31, 41, 44 ns) ean nies fie ann} ohne n> 18 Shelf Supports.......7, 23, 26, 27, 28, 29, 30, 31, 32 33, 34, 35, 36, 37, 42, 44, 60 Sills Details for Metal and Wooden Frames......... 20 For Leaded Glass windows........ 37, 38, 39, 42, 43 ISSYPELIYE). Get ok) Be ie a eae tae eer ae 5, 33, 48, 49 01 pS UES eS ISD eae ee ee ee 43, 64 Window..... A, 13, 14, 27, 28, 29,30, 31, 32, 33, 34 36, 37, 38, 39, 41, 42, 43, 44, 45, 46, 47 Soffits—(See also Arch Construction) Moulded.......4, 5, 7, 10, 11, 14, 22, 26, 27, 37, 38 Paneled:........ 1353, 6. 9, 12,°13)14, 21,22, 23 24, 25, 26, 27, 28, 32, 35, 44, 60 (PLEASE, 0 98 So Daa Sens nO cece eee ig 2, 8, 35, 36, 41, 44 Spandrel Wall, Construction for RrEEe CAINE), 660 .a Gs vob dee atlas ofoo. oO Steel Brame..........-.-. 93° 27,28, 29, 30,31, 32 33, 34, 35, 36, 37, 44 Spandrels, Arch whonyl obey, & dauibe ee epee rar eee earner A, 5, 33, 45 Perera ime te) ee ie a. ay 14, 48, 49, 62, 63 RP ee EE pony ON ethk we eaptetie le 34 Steel Protection from Corrosion...1, 2, 4, 5, 22, 23, 24 26, 27, 28, 32, 33, 34 35, 36, 42, 44, 54, 64 Supports, Cornice with........ 1, 15, 21, 22, 23, 24 25, 26, 27, 32, 44, 49 Types of Anchors, Hangers, Straps, etc.......-. 67 ey Sr ENTE ea ea BZ PUD MDUPSCS Sk. ee hare es 4, 5, 12, 24, 29, 30 Al, 42, 43, 44, 50 Index— Continued Terra Colla T In. Briek Field sarge. ces - 4, 5,10, 14, 19, 30, 31 32, 37, 38, 40, 43, 49 Wrest betes Ste eke eee A Eta art ene ees 42, 43 DOES PMA ee teen ig Feat ah tee ee 62, 63 TE POCERY VV COIS seit vcr tau sie apt ee 39, 40 Transom Lantel (Paneled) 222 s5 aes sede ss bh 9 bcraly DAS ten Mieka ORM ake rae OE gee 21, 48 EV TACTILE LS a cette, cheese ae 1, 3, 45, 46, 47, 49 U Dien eOOQeN tee naam nes seg ee anna 49 Vv Ventilation—(See Cornices and Free-standing) Volute Diagram for Columns............+-+: 54 W VED SCOL ne ee erect toe 42, 43 Waiting Room Interior, TUUIDEL CRE a Vi LOWS tart sca DAs 50 Water proofing—(See Flashings) LU Pred CAR te hee RON ECT ear ee AA Webs, Strengthening Column and Pilaster Bases........-- Ste, uence: fi RiasticaleGe Ns hl arsrtem ce ciee iee re lacrle oe 6 Windows Cece rales Nec hed eee be ola ak eninge ny AO TL NOU Eerste ns See Aides OSes = wi 15, 46, 47 Drips etass ete cg whee Pe ne 20 Elliptical Arched. 2. ...,-.000.--6054e+ st eneee 38 BlatArched ae pase pee eee 19, 33, 34, 37, 38, 42 CEC ee ee eee aT. 2 Rig sale shes ae ests 39 ne Bricks eld sree mer es: 14, 19, 30, 37, 38, 40, 43 In Plain Ashlar Mield: .......-.-:..-. 29, 32, 39, 50 In Rusticated Ashlar Field..............--.--- 31 Lintel Construction...... 4, 19, 29, 30, 31, 36, 37, 44 | RAPER © oats De Reo Line Be a ar Pee re 42, 47 WViulligned Se cacensmi eit ace eo 4-13, 29, 30, 31, 32 33, 34, 37, 38, 39, 42 Oriel’ DAN eas at ts oe tee eens 4 2 aes 4,5 Dinter uh relied eee ieee ats Bde Ose ee 14 Teco ME en ARO al NaN ate) are ors ae oit Axim Sie o-i « 40 Segmental Arched.........---.-- 19, 33, 34, 38, 41 Sill Details for Concrete Construction........ 27, 28 Sill Details for Leaded Glass. ..... 37, 38, 39, 42, 43 Sill Details for Metal and Wooden Frames. .... . 20 Ticket (Waiting Room Interior)......-..-----: 50 PE TAGEIV eis oes niin ees iy ote ws cae SP pen 38, 39, 40 NATIONAL TERRA COTTA PSOGIE DY Vis*As 4444+ ee4 INDEX Members NATIONAL TERRA COTTA SOCIETY Executive Offices 19 West 44th Street, New York 1927 Tue AmMpRICAN TerrA Cotta & CERAMIC COMPANY O. W. KercHam 1701 Prairie Ave., Chicago, IIL. 125 N. 18th Street, Philadelphia, Pa. ATLANTA TERRA CoTTA COMPANY Mriptanp TERRA Cotta CoMPANY Citizens & Southern Bank Bldg., Altanta, Ga. 105 W. Monroe Street, Chicago, Il. Aruantic TERRA Cotta Co. Tue New Jersey Terra Corra Co. 19 West 44th St., New York Singer Bldg., New York N. Ciark & Sons New York ARCHITECTURAL TERRA Cotta Co. 112-116 Natoma St., San Francisco, Cal. 401 Vernon Ave., Long Island City, New York. ConkKLING-ARMSTRONG TERRA Cotta Co. Tur NorTHWESTERN TERRA CoTraA CoMPANY Insurance Co. of North America Bldg., 2525 Clybourn Avenue, Chicago, III. Philadelphia, Pa. Tue NortuweEsTeRN TerrA Corra Co. (Colorado) Corninc Terra Cotta Co., [vec. W. Ist Ave. & Umatilla St., Denver, Colo. Corning, New York THe NortHwesterRN TerrA Corra Co. (Missouri) FEepERAL TERRA Corrta Co. 4417 Oleatha Ave., St. Louis, Mo. 101 Park Avenue, New York Tue Sourn Ampoy Terra Corra Co. Giappinc, McBean & Co. 150 Nassau St., New York 660 Market St., San Francisco, Cal. 621 So. Hope St., Los Angeles, Cal. Wasutneton Brick, Lime & Sewer Pipe Co. 1500 First Avenue South, Seattle, Wash. Washington St. & Pacific Ave., Spokane, Wash. 454 Everett St., Portland, Ore. WESTERN TERRA CoTTA COMPANY Tue INDIANAPOLIS TERRA Cora Co. Franklin Ave. & Mo. Pac. Ry., Kansas City, Olney and Roosevelt Sts., Indianapolis, Ind. Kan. Kansas Criry Terra Corra & Farence Co. Tae WINKLE Terra Corta Co. 1809 Manchester Ave., Kansas, Mo. Century Bldg., St. Louis, Mo. NATIONAL TERRA COTTA SOCIETY *V*5*A-> ++ - MEMBERS COPYRIGHT 1927 BY NATIONAL TERRA COTTA SOCIETY —_ = «a cu +% Aer Wa vai “4 ete * i mates alts whet ry RAHA rs to Me Ha a iat mnt ithe hot ahs : ' it Bt ’ ait i sie ‘ale vd : t at ous sey gte'e Pianta tat astste : ere ents ae pitenen: rene Set, 94 oe ! ‘ : etal i BS sobs Se edhe) | i i ) | ee : cae fabarers tein eae ; : if f . t “ i, : ising Tt Sits pe) e302) 4 : Ns : . Meta nat ; is TBihete gee Beebe : satel soonEe ‘ ' . ; if fi 5 ! , es 3] J iy st i y ; : fiasidents abate peSetey theseate 4 e- 1 F parse : ; 3 ? 4 qiaieiens feig gebietecsishasstst seals t ° ot wit Ss rete ish tetkipid, : . x re perks ia ie * . ! ; . : ; ie Pathe taste 3 aliiite Beat ele} Y hat rf . ‘ t . peeee ii sabe itt? Sets! ietels Sot bostodeteleivee! sient iecniese: gig) al: eratohotove itotehetbostasseateteietil * t i : i eigiytene! tet nalotel ij Y ; ote tits es ‘4 rite a Ae bogies yh ; : abriniebecoter i c igen it ; : lefehettepetieetierey . ah re be a tae y ee sadeteth inert fi unt : ; ait aie EM fy eosiees iat viel, ered dTetaigetatyetieieietalginteteegie : is aoheres orgagtetetels ; ; eda : , vishoites Hasetgie!s peleleisieseie #4 repeterat “title Y rat res sigaei fit tt ve lolant - renead care} _. : 3 } : jalsigiel stehedriticse gieres a istvee everesa e.g gieit 9) e/t eleete es sail