. M «•« ^/ ' , i , ' ; ^ ^ . •c- >*>•••* •••,-. al£ > ■ V4- Digitized by the Internet Archive in 2016 https://archive.org/details/youngcarpentersaOObidd / THE YOUNG CARPENTER’S ASSISTANT; or, A SYSTEM OF ARCHITECTURE, ADAPTED TO THE STYLE OF BUILDING IN THE UNITED STATES. BY OWEN BIDDLE , HOUSE CARPENTER, AND TEACHER OF ARCHITECTURAL DRAWING, PHILADELPHIA. PUBLISHED BY JOHNSON AND WARNER, , AND SOLD AT THEIR BOOK STORES IN PHILADELPHIA, AND RICHMOND, VIRGINIA. William Brown, Printer, Church Alley. 181 / District of Pennsylvania , to wit : BE IT REMEMBERED, That on the fifth day of July, in the thirtieth year of the Independence of the United States of America, A.D, 1805, Benjamin Johnson of the said District, hath deposited in this office the title of a Book, the right whereof he claims as proprietor, in the words following, to wit: i( The Young Carpenter’s Assistant ; or, a System of Architecture, adapted to the Style of Building in the “ United States. By Owen Biddle, House Carpenter, and Teacher of Architectural Drawing, Phila- <( delphia.” In conformity to the Act of the Congress of the United States, intituled, “ An Act for the Encourage- ment of Learning, by securing the copies of Maps, Charts, and Books, to the authors and proprietors of such copies during the times therein mentioned,” And also to the Act, entitled, “ An Act supplementary to an Act, entitled, Fig. A shews the method of enlarging a draught of a cornice ; let the line a ft be the height to which it is required to enlarge the cornice. Wherever this line crosses the different members of the draught mark it, and these marks will give the height of the different members of the enlarged cornice. To find the projection, enlarged in proportion: from the point c directly over the front of the wall draw the line cd at right angles or square with the line a ft, on this line square over the projection of the dif- ferent members of the draught, and that will give the projection required. Fig. B is the method of contracting a draught. Let a ft he equal to the height of the cornice required, from b draw the line h c, and where that crosses the different members of the draught, draw lines perpendicular to cross aft, which will be the height proportioned. To find the projection, contracted in proportion: from c draw the line ca at right angles or square with h c, then draw down the projection of the draught on this line, and from this line carry them square out to the line dr, ♦which will be the projection contracted in proportion to a ft. These two cornices with figures C and' 33, may serve as examples for the student to apply to frontispieces, and the other three E, F and G are examples of Stucco cornice in the present fashion, of which G may ..serve where the story is low, and but little room over the window. PJ..ITE. / Tmboui Sc. THE YOUNG CARPENTER’S ASSISTANT. PLATE 6, Fig. A shews the manner of finding the form of a raking cornice, which will mitre with a level one ; and the return at top for an open pediment. Let a be the level cornice ; from the face of this, nearly at equal distances apart on the face, draw lines parallel to the rake, then draw the level lines 11, 2 2, §e. from the face of the cornice a to the perpendicular line de$ draw fg at b square with the rake, and make 11, 2 2, $jc, at h equal to 1 1 5 2 2, fyc. at a; and trace the cornice through the points 1, 2, 3, 4, which will be the form of the cornice required. The return at top is set oft" in the same manner from the perpendicular line h i, excepting that the pro- jections at a are taken on the raking line. Fig. B is the method of finding the sweep of a comice which will bend round a circular wall and stand on a spring. Let a be a plan of the wall, d the centre of it, and h the cornice drawn to its proper spring: draw the line c e touching the face of the cornice, and continued till it intersects a line drawn perpendicular from the centre d, the intersection at c will be the cen- tre from which to draw the cornice. Fig. C is the method of drawing a cornice, to bend round the inside of a room, which being done by the same rule as the former, needs no further explanation. D 14 THE YOUNG CARPENTERS ASSISTANT, TO PROPORTION THE FOUR ORDERS OF ARCHITECTURE . THE TUSCAN ORDER * PLATE 7. WHEN this order is to stand on a Pedestal, the whole height must he divided into five parts, one of which is the pedestal, one fifth of the remain- der is the Entablature, the other four fifths are the length of the Column including the Base and Capital: This divided into seven parts, one of them is the diameter of the Column just above its base; this diameter being divided into sixty parts or minutes, is the scale by which all the mould- ings are proportioned, both in height and projection: a reference to fig. 1 will explain the proportions. Fig. 2 shews the proportion of the mould- ings, the heights, by the scale of 60 minutes, being set down on the outside list marked at top with the letter H, and the projections measuring from the perpendicular line of the shaft of the Column, and the front of the Pedestal, in the other list marked P. The Column in this order is di- minished to 45 minutes at its upper end. * Of the Tuscan there are no examples of Antiquity remaining, excepting the Trajan and Antonine Columns at Rome, which are generally reckoned of this Order, being nearer in their proportions and mouldings to it, than to any other. It is supposed to receive its name from Tuscany, being more used there than elsewhere. Plate 7 'f! mb THE YOUNG CARPENTER’S ASSISTANT <5 THE DORIC ORDER.* PLATE 8. THE general proportions of this Order are the same as the Tuscan, ex* cepting that the diameter of the Column is one eighth of its length. The Column in this Order is diminished at its upper end to 50 minutes ; the width of the trigliphs in the frize is 30 minutes; the distance from the mid- dle of one trigliph to the middle of the next, 7 5 minutes ; this should he at- tended to in using this Order and those that follow, in Porticos, Colonnades, $)C ; as a trigliph or modillion must always stand exactly oyer the middle of the Column. The distance between the centres of modillions in this Order is so great, that the Columns cannot be coupled, as they frequently are in other Orders ; the flutes of the trigliphs are 5 minutes wide each, and sunk 2 and a half minutes. The plancers and underside of the modillion are represented in Plate 13, and the method of drawing the scotia of the base is shewn in Plate 10. * Doric, so called from Doras, who, according to Vitruvius, built a Temple dedicated to Juno in the City of Argos, wherein the proportions of this Order were used, and which were afterwards adopted by the Cities of Achaia. The ornaments of this Order clearly evince it to have been the first invented of all the orders of Archi- tecture. In many instances the Columns were very short in proportion to their thickness, and without bases ; and between the trigliphs there is generally placed a bull’s skull : the Architrave is sometimes made much wider than here represented, with only one facia, but I have preferred these- proportions as handsomer. 16 THE YOUNG CARPENTER’S ASSISTANT, THE IONIC ORDER." PLATE 9 . ONE fifth of the whole height of this Order is given to the Pedestal ; one sixth of the remainder is the entablature, and the Column being divided into 9 parts, one of them is the diameter. The Column in this Order is diminished to 50 minutes at its upper end; the distance from centre to cen- tre of the modillions is 3 1 minutes. * Ionic, from Ion the son of Xuthus, who, building' a Temple to Diana, invented this Order. The Ancients generally made their Capitals in this Order flat, and to face only one way j but the angular Capi- tal being thought by many more convenient, I have here given that. Plate,, it. THE YOUNG CARPENTER’S ASSISTANT. 17 PLATE 10. To draw the Volute . Divide tlie whole height of the volute, as in fig. 1, into 8 parts ; in the fourth of these from the bottom draw a circle equal to one of those parts, within which make the square ah cd, which for a clearer explanation is transferred to fig. 2, on a larger scale, in the same position that the small one is in the volute ; divide the square into 4 parts by the line 1 3 and 2 4, divide each of these lines into 6 parts, and number them as is there repre- sented; to draw the volute, place one foot of the compasses on 1 in the eye of the volute, extend the other to 1 on the top of the volute, and draw round to 2 on the edge of the volute, then place the one foot on 2 in the square or eye, and draw the other round to 3, and so on taking each centre in nume- rical order till it is all drawn ; to find the centre for the inside of the list, set in from each centre one fourth of the distance from that to the next one, as is represented in fig. 2 ; for the width of the list at top take one sixteenth of the whole height, being 1 and a half minutes ; to draw that part of the volute from 1 to 0, set the compasses at the bottom of the square. Fig. 3 explains the manner of drawing the Scotia of the Attic Base ; di- vide the height of the scotia into 3 parts, at the distance of one of these parts from the top draw the line ah c, on which b and c are the centres for draw- ing the scotia, and the line ah c is the limit of each quarter. Fig. 4 is the Ionic Modillion, to draw which divide the bottom or pro- jection into six parts, as 1, 2, 3, £yc. : two and a half of these divisions up over a is the centre of from a to h ; under 2 one and a half divisions down, is the centre of from b to c; and at 2 is the centre of from c to d; the line ef from one centre to the other marks the limits of each arc. Here I will take the liberty of remarking that when circles of different radii unite, and are required to appear smooth round, the two centres and place of meeting should always be on one line, as may appear in the two last examples. Fig. 5 is the Ionic Capital on an enlarged scale, with a plan by which, a clearer idea may be had of angular volutes. IS THE YOUNG CARPENTER’S ASSISTANT, THE CORINTHIAN ORDER.* PLATE XL THE general proportions of this Order are, one fifth of the entire height for the Pedestal, one sixth of the remainder for the entablature, and one tenth of the height of the Column is the diameter; the column diminishes to 50 minutes at its neck, the modillions are 11 and a half minutes wide, and 35 minutes from centre to centre of each, the dentils are 3 and a half minutes wide, and the space between each two thirds of a dentil. For an enlarged Capital and Modillion see next Plate. * The following origin of the Corinthian Order is given by Vitruvius: “A marriageable young lady of Corinth fell ill and died ; after the interment her nurse collected toge- ther sundry ornaments with which she used to be pleased ; and putting them into a basket placed it near her tomb; and lest it should be injured by the weather she covered it with a tile. It happened the basket was placed on the root of an acanthus, which in the Spring shot forth its leaves ; these running up the sides of the basket, naturally formed a kind of Volute, in the turn given by the tile to the leaves. Happily Ca- limachus, a most ingenious sculptor passing that way was struck with the beauty, elegance, and novelty of the basket surrounded by the Acanthus leaves ; and, according to this idea or example he afterwards made Columns for the Corinthians, ordaining the proportions such as constitute the Corinthian Order.” [. Rudiments of Ancient Architecture .J Plait, m I8/Hd / v . / /'/: xjj THE YOUNG CARPENTER’S ASSISTANT, 19 PLATE 12. Fig. A is the Corinthian Capital, the height being figured from the scale of minutes is plain to inspection ; to find the place for each leaf, draw a semi- circle as a 4 j&, equal to the diameter of the neck of the Column, divide the round of this into 8 parts, and from each of these draw lines through the Capital; these lines mark the place of each stock, or middle of each leaf. It may not he improper to remark that the inner break in the abacus or upper moulding of the Capital should not have as much projection as the outer one, as at d; if the real appearance of the moulding at d was given it would be very near a straight perpendicular line, but as that would not look well, a little liberty is taken to improve the appearance. Fig. B is the same subject shaded, for the assistance of students. Fig. C is the Corinthian Modillion, the parts being figured from the scale of minutes ; fig. D is the eye of the Modillion on an enlarged scale ; the centres are numbered, each centre serving for one quarter of a circle, and these quarters are numbered in the Modillion. THE YOUNG CARPENTER’S ASSISTANT SO PLATE 13 . In tills Plate is represented the Planners of the Corinthian, Ionic, and Do- ric Orders, at an external angle: the student may observe the Modillions in all eases correspond with the Column; and in the Doric Order they are enriched with drops, the shape of which is represented by the drops of the triglyphs. PjLylTB. X®. S ..... Pl. l TE KIE THE YOUNG CARPENTER’S ASSISTANT. Si PLATE 14. Of diminishing Columns . Columns are sometimes diminished from the bottom, and sometimes the diminishing commences at one-third of the height from the base. Fig. A represents a Column with the lower third part undiminished; divide the up- per two-thirds into any number of equal parts, say 5, as at 1 2 3 4 5 ; ah at top is equal to the full thickness below, set in on each side from a and h half the difference between the size of the Column at top and that at bottom as a c and h d, divide each of these into the same number of parts that the upper two-thirds of the Column is ; draw lines from e andjf to each of those parts, and where these lines cross the divisions 12 3 and 4 will be the points through which to draw the edge of the Column. When Columns are made of plank glued up, the plank must each be di- minished before glueing, in the same manner as if they were each a com* plete Column. Fig. B is a representation of a Column fluted; draw a semi-circle on each end of the Column; divide the round of this into 12 parts, and each of these again into 8 parts, 6 of these go to a flute and 2 to a fillet; observe that a flute will always be exactly in the middle of the Column. Fig. C. is a fluted Column^ shaded, to shew the effect. F THE YOUNG- CARPENTER’S ASSISTANT.. PLATE 15. In this Plate are given the lines of a pitch pediment frontispiece ; in this the Column is made ten diameters in height ; this is on a supposition that the door is for a town house with a narrow front, in which case the true propor- tion of the Orders may be dispensed with, and regard had to the general pro- portion of the building; but in country houses where the front may be well proportioned, the nearer we adhere to the Orders, the better will be the ap- pearance in general. In fixing on the size of a door for the front of a house, it is better to make it rather too large than too small, as few things will make a house look meaner than a contracted front door; and where it will admit of it. the door should be as wide as half its height. QO-lzSk PL 46' G. Biddle del. W.KneafsJc. THE YOUNG CARPENTER’S ASSISTANT, $3 PLATE 16 . In this plate the foregoing subject is shaded. I will here observe that the light should always come from the left side, and at an angle of forty-five degrees, or on a mitre, both horizontally and vertically, by which the sha- dows of projecting moulding, §c. will be always equal to their projections ; this will be better understood by examining the Plate. As in geometrical drawings the relief or projection of the object can only be shewn by the shading, the student should make it his business to under- stand the effects of light and shade; in those parts that stand forward, or project, the shade should be strong, and the part receiving the light should be bright, and as the distance increases both lights and shades should be weaker; all moulding, whether swelling or coving, will have both a stronger light and shade than plane surfaces exposed to an equal degree of light, and all surfaces on the same plane, not in a shadow, should have the same tint or degree of shade. THE YOUNG CARPENTER'S ASSISTANT, m PLATE 17 , In this Plate is given a flat pediment frontispiece : the observations made on the preceding example with respect to general proportions, will apply to this* After the student has fixed on the size of his door, lie will draw the arch, and divide the half round of that into six parts, one of which is the width of the key at bottom, and two of them will be its height, which is also the top of the Columns : he may then find the diameter, and make a scale for proportioning the mouldings. PLATE 18 Is the foregoing, shaded. n.i7. • - LJLTK \f\ Scale cf J^ccC THE YOUNG CARPENTER S ASSISTANT. m PLATE 19 Is a Dormer window: the circular part of the sash is Gothic; in drawing which the compasses should be kept at the same extent as in drawing the arch, and the centre carried out on the top of the impost. If fluting or den- tils are used for dormers, they should be larger in their proportions than in common work, and the pitch of the pediment may be rather steeper than in frontispieces, as the height will take off something from the pitch. 2B THE YOUNG CARPENTER'S ASSISTANT. PLATE 20 Is a Venetian window in tlie Ionic Order. In giving a design for a win- dow of this kind, the size of the glass should be made to correspond with the entablature, so that it will be equal in height to one or two lights ; and the sashes in the side window to range with the middle one. 4 THE YOUNG CARPENTER'S ASSISTANT, m GENERAL OBSERVATION S. THE four Orders of Architecture have been selected from such of the: remains of Ancient buildings as are supposed to be the most beautiful; and Paladio has been generally allowed to have been the best judge among the Moderns, who have given the proportions of the remains of Antiquity ; the proportions in this book are pretty nearly the same as his; the differences are principally these: — There being no remains of Antiquity in the Tuscan Or- der with an entablature, and Paladio having given a very poor one ; succeed- ing Moderns have given that >rdcr an entablature near the proportion of the others, which I have adopted. The Doric Order has no example of a pedestal among the Ancients, and in the most admired building of Antiquity in that Order, the Columns have no base; and I believe there is no example remaining of the Ionic Order having modillions, but dentils only, though of late modillions have been as frequently applied as dentils. In the foregoing examples I have given to the Tuscan and Doric Order one-fifth of the height, exclusive of the Pedestal, for the entablature; the Ionic and Co- rinthian each have one-sixth ; in situations where there are one or more Orders over another, this proportion in the upper should be altered; the richer Order always being uppermost, the Ionic and Corinthian may then have one-fifth for the entablature. These proportions are all for small buildings, but if the buildings are large, exceeding 40 feet in height, the en- tablature should increase proportionally; if one order only is used, the Tus- can and Doric may have one-fourth, Ionic and Corinthian one-fifth; and if several Orders are used, the Ionic and Corinthian may have each one-fourth of the height of the Order, exclusive of the Pedestal, for the height of the entablature. ^8 THE YOUNG CARPENTER’S ASSISTANT PLATES 21 and 22 Are four examples of Mantles. In ornamenting a mantle the young car- penter would do well to endeavour at an imitation of something natural, and not to cover his work with unmeaning holes and cuttings of a gouge. Mantles and all other Architectural objects should always have a due pro- portion of plain surfaces, as a contrast to the ornamented parts. With strict propriety the faces of Architraves should never be fluted or carved ; it very rarely occurs among the beautiful remains of antiquity, whose artists seem to have understood true taste much better than those of the present day, or their works would not have excited the admiration of so many ages. The use of composition ornaments, on mantles, if judiciously chosen and placed, may have a very good effect, but care should be taken not to overload the work with them, and that there be a proper connection between the orna- ments on different parts. Plate V. THE YOUNG CARPENTER’S ASSISTANT, m PLATE 23 Of Intercolumniation , This plate represents two Porticos, one Doric and the other Corinthian ; it is necessary in all Orders where there are modillions that the Column should be exactly under a modi!! ion. The Doric Order does not admit of the Columns being coupled, as they are in the Corinthian ; the space from centre to centre of the modillions or trigliphs being but 75 minutes, when two columns with the bases touching would be 80 minutes from centre to centre. The examples in the Plate are both of small porticos, and to admit of a convenient space between the Columns, the intercolumniation, or space be- tween the Columns, is greater than it should be when the Porticos are large, and a graceful appearance is required; to admit of a free passage to the door the middle Columns are placed further apart than the others, though this is sometimes dispensed with, and the spaces made uniform. H 30 THE YOUNG CARPENTER’S ASSISTANT, PLATE 24, Of Hoofs . This plate gives three examples of framing for Principal rafters for roofs ; in designing these, the material for the covering should be considered; whe- ther it would require a strong frame and steep pitch, as tile or slate, or whe- ther shingles, or any kind of metal is to be used.— Both the strength of framing, and the pitch of the examples in the plate, are 'calculated for shingles.. It is a considerable improvement in framing principal rafters to keep them below the purlins, and to let the Jack-rafters lay on the purlins ; the roof, besides being much stiffer, being easier regulated, or kept straight on the top ; and the feet of the rafters are brought so far from the end of the girder as to be much stronger in their footing; the dotted lines at the foot of the rafter, shew the shape of the tenon, which should be about half the thick- ness of the rafter, and the ends to fit hard in the mortise.— A screw-bolt to go through the girder up into the post, is a better way of supporting the girder than a strap; the nut is let into the post in the same manner that a bedstead screw is. The customary pitch for roofs which are covered with shingles, is, one- third of the span for the height; and to find the length of the rafter take half the span and square it, and the whole height and square that, add the square of these two together, and from that sum extract the square root, w hich will he the length of the rafter. Example. Suppose a roof to span 45 feei ; to rise one third, or 15 feet Half of 45 is 22.5 The height 15 22.5 15 11 25 75 450 15 450 Square of half span 506.35 •Square of the height 225 2 ®h/ THE YOUNG CARPENTER'S ASSISTANT, 81 Square of half span 506.25 Square of the height 225. 731.25(27.0 feet, length of rafter 4 47)331 329 540)225 PLATE 25, Of Domes . A is tlie section and B is the half plan of the framing for a dome to have a vaulted ceiling and an opening for a sky-light; this frame is taken from P. Nicholson, and to me appears to be abundantly too strong ; if we consider that the purlins form a number of bands round a roof of this form, which must burst before the roof falls in, we will find that we have little else to do hut to connect the ends of the purlins so as to form hoops round the dome, and it is impossible for the roof to fall in while the hoops are entire. THE YOUNG CARPENTER'S ASSISTANT, SB PLATE 26 . Borne of hoards and plank . Fig. A is the section of a Dome made with thin boards and small pieces of plank ; the principle of tills form of roof consists in placing a number of hoops one above the other, and of such sizes as, when properly placed, will form the contour of the Dome ; these hoops are here formed by pieces of plank, represented by fig. D at the bottom of the Plate ; near each end of this is a pretty long mortise, the position of these is shewn in the section A by ddd; fig. C is one of the ribs or rafters with a mortise in the middle of it long enough to receive two of fig. B, and at each end a sliding mortise of half that length, represented in section A by c c c; when these are to be put together, the wall plate (which should be of two thicknesses of boards, and made to break joint (should be first laid, and then a piece of the rafter, fig. C, should be fixed upright in its proper place and secured by a tenon at the lower end, which must go through the plate ; it should be observed that the rafters are of two thicknesses, which should break joint, of course one of the first pieces should be but half the length of fig. C ; when one set of the raf- ters are fixed all round, the pieces fig. B which form the hoops, or which I shall call the purlins, are fixed in them and secured by wooden keys which are driven, one on each side of the rafter through the mortise ; by driving these keys more or less, the hoop may be lengthened or contracted, so as to bring it to the exact form or contour of the Borne, after the first set of pur- lins are fixed and properly keyed another set of rafters are placed, and then another set of purlins, until the Borne is complete. The figure in the plate, for the sake of making its parts more clear, has been drawn considerably out of proportion, the materials being much too large, and a much greater number of purlins, would be proper. This prin- ciple of covering may he extended to a great span, and when the rafters come too close together at the top, every other one may be left out. l y L 26. b. n if. 'A hca 7- . Fit; C. _f/7/ Jl. THE YOUNG CARPENTERS ASSISTANT* ■33 PLATE 27, Hip Roofs s Fig. A is a square plan, to be covered with a Hip Roof; to find the length of the hip rafter, draw the diagonals ah § c d which will bisect each other at right angles at e; make ef equal to the height of the roof, and draw af whicJi will be the length of the hip rafter; to find the bevel of the back, draw i ft at right angles with ae to cut it in any point as ft, place one foot of the compasses in ft and extend the other to the back of the rafter af and describe a semicircle to cut the base line ae at g, then draw g i and g ft, which will be the backing of the hip, as is shewn by the level at B; but the best way of working it is by the side bevel at C, which is made by drawing I k parallel to a e . Fig. B is an oblong rectangular plan to be covered, with a ridge in the middle ; make c d on the ridge equal to half the width a b and draw a cl, at right angles to which make d e equal to the height of the roof, and draw a e, which will be the length of the hip rafters ; as these may also answer for sky lights, and the hip rafters of those are sometimes mitred together, the bevel for the mitre is here given. Fig. C is the same plan as the foregoing to be covered without any ridge; draw two diagonal lines to cross each other in the centre at c ; draw ef equal to the height of the roof and at right angles with a c, and draw af the hip rafter; to find the backing draw mb at right angles with ac, and proceed as in the former cases, when the two bevels I) and E will he found by mak- ing their stocks parallel to the base line ac; at F is given the bevel for mi- tring hips for sky lights, found by drawing op at right lines with the diago- nal or base line. Fig. 13 is an octangular plan; the hips are found in the same manner as the preceding, by making the height ah at right angles to one of the base lines, the bevel is shewn at E. Fig. E is the plan whose sides are parallel hut the ends out of square; to find the hips, on each end as a diameter, draw a semicircle, and from the two centres draw the ridge, where the semicircles cross this will be the points to draw the base lines for the hips ; the bevels F& G are found as before directed. I THE YOUNG CARPENTER'S ASSISTANT, 34j PLATE 28, In this plate is shewn the manner of drawing the section of an eave ; af- ter the form of the cornice is fixed on, a section of it should be drawn either by a proper scale, or to its full size, and then the joist should be drawn with its lower edge on the plancere ; from the top of the cornice draw the pitch of the roof, and from that set down the lath, rafters, £jc : and it will shew the proper place for the raising piece. To proportion the Cornice to the height of the Building. Divide the whole height into nineteen parts; one of these will be the height of the Cornice : this is a general rule, which may be varied to suit circumstances, as in a very high building, a steeple for instance, it would be too much ; and in a very low one it would be rather too little ; and as every thing is in some degree regulated by fashion, this should be attended to : the present fashion would he -something smaller than the above proportion. Pl./ITF. ffll. THE YOUNG CARPENTER’S ASSISTANT. 35 PLATE 29. Centres for Arches . In making centres, the maimer in which the framing is strained should be well understood, as frequently a piece of timber which is intended to form a tie, and framed to answer the end of one, will by an alteration of the pressure on the centre, in turning the arch, become a strut; and so vice versa, a strut become a tie; and joints which it was expected would be pressed hard, have become open, and required strapping to secure them. Fig. A will explain a simple trussing for a centre; it is always expected that the abutments for the arch, are sufficient for the centre, au4 that a tie- beam across the bottom is useless, supposing the footing a and b are secure, any two pieces of timber as a c, and c b connected at c like rafters, and foot- ing at a and b, will bear any pressure at c, both acting as struts, and unless they bend, the centre will not vary its shape at the point c; the same may be said of a d and d b and also of a c and e b. It is on this principle the centre Fig. B is drawn, a and b being the abut- ments and c d and e corresponding with the same letters in fig. A, the pieces fgh and i are both ties and stmts, and the joining of k and l into h should be made like the footing of rafters, as ft is a tie for them while it forms a stmt in a line with m and n to hear the pressure on the centre at c. In this frame the scantling is all short, if timber could be procured long enough to reach the length of the three pieces m h and n, it would be better to make it in one- piece, and halve all the joints, the posts op and q might then be in two thicknesses, and notched out to receive the frame between them, r and s are , the striking wedges by which the centre is lowered after the arch is turn eel; t and u the blocking by which it is supported. It is of considerable importance in making centres for large arches that the principle of equilibration or balancing of arches should be understood ; by this is meant that the line of the arch should he of such a curve, as to have no tendency in any part either to rise or fall; this curve is found by taking • THE YOUNG CARPENTER’S ASSISTANT. M a chain of equal weight throughout, and suspending it from two points placed as far apart as the arch is to span, and allowed to sag till it touches a third point, placed equidistant from the others, and so far from a right line connecting them as the arch is to rise; the chain will then describe the true curve of an arch, which supposing the materials to be all equal in weight, will have no tendency to rise or fall in one part more than another ; this is called the Catenarian Curve , and is represented by fig. C, a and b being the points of suspension of the chain and the span of the arch, and c d the rise of the arch. It frequently happens that the arch is loaded more in one part than another, as in a bridge filling up over the haunches to level the road, to counterbalance this and preserve the equilibration of the arch, draw a section of the filling up, hut w ith the drawing turned with the upper edge downwards as d ef fig. C ; divide along this any number of equal parts as at 1, 2, 3, ^c: and suspend to the chain ac b pieces of chain of the same make from the points ghik fyc. so as they may fall over the divisions 12 3 %c : these chains being cut so as to just reach the line of the road d ef will represent the filling in over the haunches and will make the chain a c b the form of an arch that will he equally balanced. In fig. D, I have given a curve which will he pretty near the Catenarian, but drawn from centres with compasses, a is the centre ef the small part at top, and b and c the centres of the other parts. t *9 Sc-cole, of Fe&fr TICE YOUNG CARPENTER'S ASSISTANT 37 PLATE Of Stairs , Fig. A is tlie plan of an open Newel Stairs, with two quarter-paces ; and B is an elevation of the same, C being that part which is between the two quarter-paces. To draw the Ramp of the Rail • When a section of the steps is drawn, place the newel posts in their places, making them fair with the front edge of the steps, and draw the hand-rail, making it 2 feet from the top of the steps to the top of the rail; lay off the banisters, and let the mitre or key of the rail come on the first banister ; this gives the height of the first newel post; make the other posts all the same height, continue the line of the bottom of the rail up till it strikes the edge of the newel post at a, fig. B, place one foot of the compasses on a as a centre, and extend the other to h at the top of the rail on the post and draw the arc he; then draw c d square with the top of the rail till it meets the level of the rail on the post continued as b d, then will d be the centre for sweeping the ramp. K as THE YOUNG CARPENTER’S ASSISTANT.. PLATE 31. A is the plan, and B the section or elevation of a circular or geometrical stairs ; in drawing the plan I have made the circular steps to come beyond the centre of the circular part the width of one square step, by that means the ends of the circular steps are made wider and the difference in the rake of the hand-rail between the square and circular steps is not so great as it otherwise would be. Fig. C shews the manner of drawing a bracket for the ends of the circular steps which shall correspond with one made for a square step ; C is the square-step bracket; draw any number of parallel lines across this as 1 2 and those parallel to it, then from the point e draw c d at any angle and equal in length to the circular bracket, draw ordinates from the lines in C as 2 3 and those parallel to it, touching the line cd; continue those lines at right angles with c d as 3, 4, and those parallel to it; take the distance of the ordinates from the line e c to the edges of the bracket C and mark them on the corresponding line in the short bracket from the line d c and through those points trace the form of the circular bracket. PUte C/ jPltt/C'31 f THE YOUNG CARPENTER’S ASSISTANT, 89 PLATE 32, To draw the Scroll for a Hand-rail* Make a circle three inches and an half diameter, as ah cd fig. A; within this make a square equal to one third the diameter of the circle, as efg divide this into 36 small squares as is represented in fig. B on its full size, and laid in the same position as in A, and with the centres numbered by which the scroll is drawn; place one foot of the compasses on 1 in the square, and extend them to c and draw round to 1 on the edge of the rail, then set the compasses in 2 in the square and extending them to 1 draw round to 2 on the edge, and so on till the whole is drawn round to 6 ; to draw the out* side of the rail, set in its thickness from 6 to 12, and go back by the same numbers and the scroll will be complete. To draw the curtail step . At i k in fig. A place the thickness of a banister, and set out to l the pro- jection of the nosing, with the same centres used for drawing the scroll, draw this round till it meets the nosing at the end of the step drawn with the same projection; the thickness of the banisters being setoff maybe drawn round in the scroll and they maybe spaced off, making them the same dis- tance apart that the other banisters are. To draw the Face Mould . Draw the pitch board ikl fig. A, making the base k I cut the scroll as near its centre or widest part as possible; draw ordinates or parallel lines as mn 3 op, qr , Sjc. across the scroll; draw the line i l in fig. C, and make the spaces Iw €cy t§ c. in fig. C agree with the spaces l w oc y fijc. on the line l i in fig. A ; draw lines through those points in fig. C at right angles with i l as m nop , £jc. take the distances from the line k l to the edge of the scroll at A, and transfer them to C, as mu, op fijc. taking to the edge of the rail both inside and outside ; through these points the face mould C may be traced with a ■'40 THE YOUNG CARPENTER’S ASSISTANT?. steady hand; continue the line of the pitch board in A up till it strikes the riser of the second step, as from 8 to 7 and set that space off at C from 8 to 7, at which place square oyer a strong mark, the use of which will be ex- plained hereafter. To draw the Falling Mould . Draw the pitch board at D, take off one sixth from the bottom and draw the line 116 s take the distance from 1 1 to 6 in A, and set it from 11 to 6 in B, make the distance from 6 to s in B equal' to the distances round the rail from 6 to s in A (being any distance beyond the first quarter,) by tracing round with a small space in the compasses; divide the rake of the rail on the pitch board and the level of it out to § into any equal number of parts and by drawing intersecting lines the top of the rail is given. The falling mould for the outside is drawn in the same manner, except- ing the distance from 12 to 9 is taken from the outside of the rail from 12 to 9, % A. In applying these to use, the mark at 7 on C should he made to corres- pond with the edge a h of the pitch hoard in the falling moulds B and E. $U'-' THE YOUNG- CARPENTER’S ASSISTANT, It PLATE 33. in this Plate is given two more examples of scrolls of different sizes, B and D contains the centres for drawing, both figured. It may be well here to observe, that in drawing the scroll, a line should be drawn from the centre about to be used through the one used last, out to the edge of the scroll; this shews where to commence the sweep for that quarter ; the dotted lines in A and C will make this clearer. h THE YOUNG CARPENTER'S ASSISTANT, m PLATE 34 . To draw the Moulds for an Elliptical Stairs , The plan of the rail being drawn, and the ends of the steps being all of equal width on the rail, it should be divided round into as many equal parts as there are steps, then take the tread of any number of steps, suppose 8, and let hh fig. H be the tread of 8 steps, on the perpendicular hm set up the height of 8 risers, and draw the line m h which will be the under edge of the falling mould; the Student will observe, that this falling mould will be a straight line excepting a little turn at the landing; next mark the plan of the rail into as many parts as there are to be pieces in the rail (in this there are three,) then draw a chord line to the joints, as at E C and G; also draw lines parallel to the chords to touch the convex sides of the rail as h ft, from eve- ry joint draw perpendiculars to their respective chords ; now the tread of the middle piece at C being just 8 steps, and the section II being for the same number, set up hmn in B equal to limn in H, and make ih in B equal in height to i h in H; then draw ni and draw the ordinates 1 12ft, 13 c, 6jc. continued till they touch the line ni; prick off the ordinates on the face mould from the plan C agreeable to the figuring, and trace the mould through those points, and it will be complete. The moulds for 33, and F, being only for 6 steps each, the tread of 6 steps should be set off from ft to II in fig. H, and the height H k l set up from the chord lines at 33 and F; as for the rest it is the same as B. /'4/a- 3 1 T/a/e 3J w THE YOUNG CARPENTER’S ASSISTANT, 48 PLATE 35 * To draw the Moulds for glueing Hand-rails and Veneers * Draw a plan of the rail, as A, on which mark the steps : the twisted part of the rail which is to be veneered, should reach over one of the square steps, both at top and bottom ; make a h in fig. B equal to stretch out of the outside or greatest circle in fig. A and a c equal to the height of the risers^ again d e is the compass of the lesser circle, set in the middle between a and 1) ; and df is the height of the steps the same as before, therefore the triangle ah c is the pitch board for the inside falling mould, and bmo at bottom and ihc at top are the pitch boards of two common steps ; which lines when in- tersected will give the under line of the inside falling mould. In the same manner dfe^ with the two common steps kgf at the top and elm at the bottom will give the under line of the outside falling mould; the top lines are only drawn parallel to the under side to the thickness of the rail. In applying them to practice, draw a line t p to touch the mould in two places ; this will represent the edge of the Plank, next square over several lines, as p q where the moulds intersect, and at t s ? a , square over on the plank lines corresponding with these, and mark oil* from the edge of the plank the distances pq and ts on one side, and tr on the other, make the moulds agree with these points, each one on its proper side, and mark off the rail i the plank being of a sufficient thickness to allow for the saw curfs, wilt, when cut out, and twisted, become square, and of the proper sise* 44 THE YOUNG CARPENTER’S ASSISTANT, PLATE 36. Drawing Plans and Elevations. In this Plate is given a Plan and Elevation of a small house; the Student in drawing a Plan, will suppose the building to be raised just above the prin- cipal floor, and the wall made level all round; and draw his plan to resem- ble it as near as possible ; placing the partitions, doors, and windows in their proper places ; the stairs should be drawn for the whole story to shew where the landing for the next story will be ; in drawing the ground plan it will con- siderably enliven the drawing to give the appearance of a shadow on one side of the wall, by drawing one line thicker than the other; to do this he will suppose the light to come from the left hand upper corner of the drawing, and make the lines on the right hand and lower side of the walls and parti- tions thick, and the other sides thin lines: this will be better understood by closely inspecting the plans that follow. Plate. \\\/ // THE YOUNG CARPENTER’S ASSISTANT, 4 5 PLATE 37 Is a Design for a large building; the dotted lines, AB, CD and EF shew the place on the ground plan, through which the sections in the three foL lowing plates are drawn, the letters on the sections corresponding with the letters on the plans. The plan in this Plate is for the principal story or first floor, and may be disposed of as follows, viz. a Portico. b Hall. This is an octagon with the ceiling vaulted, and includes in its height the mezanine, or small story between the two principal ones. See sec- tion of Plate 38. c Vestibule. This is lighted from a sky-light, and at the second story has a gallery which gives a communication with the different rooms. See sec- tion of Plate 38. d Stairs. e Saloon. This room includes in its height the mezanine, and has a mu- sic gallery. See section of Plate 40. f Dining room, with a recess for a side-board. g Library. h Breakfast parlour. i Back stairs. M 40 THE YOUNG CARPENTER’S ASSISTANT. PLATE 38 Contains a section of the same building as the foregoing, with the plan for the Cellar or basement story. In drawing a section, the Student will pay strict attention that it agrees in all its parts with the plans for the different stories, and that the section represents the building as it were cut through from top to bottom, on the line of the plan, from which it is taken; a little liberty indeed may be taken with stairs, as when the section cuts through them, to represent half of them would not be as clear as if all was shewn. The plan in this Plate may be disposed of as follows, viz. a Maid servants’ room. The small stairs gives a communication with the mezanine, and chamber over the library. b Housekeeper’s room. c Servants’ hall. d Back stairs. e Kitchen. f Men servants’ room. g h and i Beer and Wine cellars, £i$c. Pirate, xxt / iu J* Plate \\\/x THE YOUNG CARPENTER’S ASSISTANT. 47 PLATE 39* The same building continued. The plan is for the Mezanine or small story between the two principal stories ; of this a b c and A are the upper parts of the Saloon, Stairs, Vestibule and Hall$ the others are small rooms for servants, £$c. Mezanine stories, or as they are sometimes called mezetti, are of use in a large building, where some of the rooms are so large as to require more height than common rooms, to be well proportioned ; the mezanine being thrown into the height of the large rooms. And they also afford convenient chambers for servants, more particularly those whose business it is to attend on the master and mistress, by affording a room immediately under the cham- bers occupied by them, with a private stairs for communication: were it not for this, in very large buildings, the servants would frequently be unavoidably lodged at a considerable distance from the heads of the family. 48 THE YOUNGr CARPENTER’S ASSISTANT, PLATE 40. The same continued. The plan is for the second story, in which a is the Vestibule, with a gallery of communication from the stairs to the different rooms. b and c two Chambers, with each an antichamber or dressing' room ; the rest are private chambers, except d and e which are stairs. In these plans it has been more my object to throw as great a variety into a small compass as was readily practicable, than to give eligible plans for the builder, thereby aiming at instruction for the Student, which indeed has been my object throughout this work. PLAVJL XL. THE YOUNG CARPENTER’S ASSISTANT. W THE following Plates I have been induced to give, as containing four different varieties in Architecture ; of these it is difficult to say which is the most perfect. PLATE 41 Contains a draft of the Frame of the bridge lately erected, by a Company incorporated for that purpose, over the Schuylkill, at the West end of High or Market Street; with a section of the Bed of that River. The westernmost pier of this Bridge is sunk in a depth of water, unexam- pled in Hydraulic-Architecture, in any part of the world ; the top of the rock on which it stands being 41 feet 9 inches below common high tides.. Both . piers were built within Coffer-dams. The dam for the Western pier was of original and peculiar construction; the design furnished by William Wes- ton, Esq. of Gainsborough in England, a celebrated Hydraulic engineer. An idea of its magnitude may be formed when it is known that 800,000 feet of timber (board measure) were unavoidably employed in and about it It was executed, under the orders of the Building Committee of the Board, consisting of the President and four, and sometimes five Directors (to whom the master workmen express great obligations) by Samuel Robinson of this city. Every disadvantage to which such difficult undertakings are subject (the rock being, in sundry parts, nearly bare, and affording no footing for the piles) opposed the progress of this. So that it could not be ready for the commencement of the masonry, until the 25th of December, when the first stone was laid; and the work continued in a severe Winter, to the height then proposed. The stone work was done by Thomas Yickers, under the orders, and with the advice and constant attention of the same Committee ; assisted, on emer- gencies, by all the members of the Board, and the Treasurer, who was eminently useful on every occasion. The masonry is executed on a plan N m THE YOUNG CARPENTER’S ASSISTANT, suggested to the mason, uncommon, if not new. The walls of the Abut- ments and Wings are perpendicular , without buttresses; and supported bv interior offsets. These are found completely competent to support the pres- sure of the filling, without battering or e outre for is. The Abutments are 18 feet thick. The Wing wall s 9 feet at the foundations; retiring by off- sets, ’till at the parapets they are only 18 inches. The eastern abutment and wing walls are founded on a rock. Those on the Western side, are built on piles. There are upwards of 7,500 tons of masonry in the Western pier. Many of the stones, composing both piers, weigh from 3 to 12 tons. A num- ber of massive chains are stretched, in various positions, across the piers. These are worked in with the masonry; the exterior whereof is clamped, and finished in the most substantial and workmanlike manner. The Frame of the superstructure was designed and erected by Timothy Palmer of Newbury-port in Massachusetts. It is a masterly piece of work- manship; combining in its principles, that of King posts and Braces, with that of a Stone arch. Half of each post, with the brace between them, will form the vousseur of an arch; and lines through the middle of each post would describe the radii, or joints. The letters ah c £jc. in the draught, re- fer to the same letters below; where the manner of connecting the timbers together, is shewn on a larger scale. The position of the letters are the same with respect to eacli piece, in both places. Two of these, a and are dou- ble, or in two thicknesses. There are 3 sections of the Frame, similar to the one represented. That in the middle divides the space into two equal parts. So that those passing, in opposite directions, are prevented from interfering with each other. The Platform for travelling rises only 8 feet from a hori- zontal line ; and the Top, or Cap pieces, are parallel to this. Of the sec- tions the middle one has the most pressure; owing to the weight of transpor- tation being thrown nearer to that section than towards the sides; to which the foot-ways prevent its approach. These foot-ways are 5 feet in width; elevated above the carriage-ways, and neatly protected by posts and chains. T. Palmer is the original inventor of this kind of Wooden bridge- Architec- ture. He permitted with much candour, considerable alterations in the plan, on which he had erected several bridges in New-En gland. These were ac- commodatory to the intended Cover, and were so much approved by him. THE YOUNG- CARPENTER’S ASSISTANT. SI that lie considers tlie Schuylkill Bridge superstructure the most perfect of any he has built. After the erection of the Frame, the Editor was employed by the Presi- dent and Directors to perform the workmanship of the covering, agreeably to a design furnished by them to him : this design of the Cover being orb ginal, it is more surprising that it has not many faults, than that few, if any, can be found. Especially as an accommodation to the Frame, created una- voidable difficulties. The Editor was permitted to make some additions, with the approbation of the Building Committee. He feels himself grateful for the assistance he has had; and in participating with those who preceded him, in the approbation of the work, by the Board and their Committee. At their suggestion, the under work of the side covering is done in imitation of masonry, by sprinkling the work with stone dust on the painting while fresh. The smalting or spinkling was performed with so much ease and cheapness, that it is hoped it will introduce a like mode of ornamenting and protecting the surface of wooden elevations, of other descriptions, where protection and ornament are required. Commodious Wharves, on each side of the river, have been made by the Company ; not anly to protect the foundations of the abutments and wings, but with a view to profit. They co-operate with the other improvements, to give a new and interesting front to our city. It is a peculiar and interesting fact that (except the valuable assistance rendered in its commencement by W, Weston, who was then about returning to England) no scientific engineer has been employed, in any part of this great undertaking. Neither the Board, or their committee who have been constantly and actively engaged in all stages of the work, profess a scientific knowledge of Hydraulic Architecture ; tho 3 they have now gained much practical experience. Yet difficulties have been encountered and overcome which would have called forth the talents, and practical knowledge, of the ablest engineer. The mechanics and workmen (T. Palmer and his assis- tants excepted) had, from the beginning of the undertaking, new and un- known branches of their business to learn. Even T. Palmer is self taught in the .art of wooden-bridge building; tho’ he has carried it to such high per- THE YOUNG- CARPENTER'S ASSISTANT. 5% fection. It Is however believed that this bridge, in all its parts, both of ma- sonry and wood work, will not suffer by a comparison with one so composed, in any part of the world. Its workmanship and materials will stand the test of the most rigid scrutiny. Both the plan and its execution, reflect credit upon those concerned in the enterprize. So far as I have information, this is now the only covered wooden Bridge, in any Country, except, perhaps, one over the Limmat, built by the same Swiss carpenter who erected that of Schauffhausen, since destroyed. I have frequently seen and carefully in- spected the draughts of this much celebrated Bridge, and I am confident that any intelligent and candid Architect, on examining the principles of both, would give a decided preference to the Schuylkill Bridge. The de- sign is more simple, its strength is greater, its parts are better combined and more assistant to each other, and there is no useless timber, or unne- cessary complexity in any part. What I have just observed, as to those engaged in the direction or exe- cution of the work of the Schuylkill Bridge, is not intended as adulatory, or disparaging to any persons. But I have an ardent hope that others, in similar undertakings, will be animated by their successful example ; when labouring under the same, or greater disadvantages, arising from the want of experienced and scientific professors of Architecture ; although w here these can be had, for great undertakings, they ought undoubtedly, to be em- ployed. As a well-wisher to all public improvements, as a mechanic and one em- ployed to close this eminently useful erection, I think it my tluty to mention, and feel a sensible satisfaction in adding to the foregoing account' That I have experienced the important advantages of ready and beneficial advice, clear, promp and explicit orders, and timely and ample supplies. Not a moment has been lost by delay and hesitation in directions, want of provision of materials, or deficiency in punctuality of payment. This has been constantly the case, thro’ the whole progress of the business, as the workmen preceding me in its more difficult stages, have testified. Tho’ heavy expenditures have been inevitably required, the greatest attention to economy has been practised. THE YOUNG CARPENTER’S ASSISTANT, m No interested or personal motives induce me to mention these circum- stances. They are exemplary ; and essential to ensure the completion of any extensive enterprize. To them, I am persuaded is to he chiefly attri- buted, the success of this arduous work. From inattention, or incapacity in these indispensible requisites, many public as well as private undertakings in all countries have failed : and communities, and the individuals employed in them, have been involved in disappointment and distress; if not in irre- trievable ruin. The Bridge has been 6 years in building, and cost about 275,000 dolls, including the cash moiety of the purchase of the site ; for which 40,000 dolls, were paid to the City Corporation, half in cash and half in Bridge shares. Length of the bridge Abutments and wing walls Total length Span of small arches each Ditto of middle arch Width of the bridge Curvature of the middle arch Ditto of small arches Curvature or rise of the carriage way or road Height in the clear over carriage way Ditto from the surface of the river to the carriage way Thickness of the pier Length of ditto. Depth of water to the rock at the western pier Ditto at the eastern pier Amount of toll when the work began for the year 1799, arising from the floating bridge Present amount of toll on an average (1805) the rates of toll in several instances being lower than over the old floating bridge ft. in. 55;) 00 750 00 1300 00 150 00 194 10 42 00 12 00 10 00 8 00 13 00 31 00 20 00 62 00 41 9 21 00 5,000 13,600 Dolh O 04 THE YOUNG CARPENTER'S ASSISTANT. PLATE 42. The Bank of Pennsylvania . This beautiful building is entirely of Marble and is a neat specimen of the Ionic Order, taken from an ancient Greek Temple ; - the design was given by, and the building erected under the superintendence of Benjamin H. Latrobe. The front extends 51 ft. in width, and the whole building, in» eluding the Porticos front and back, is 125 ft. in depth. This building was three years in hand, and was finished in the year 1799. Plate xlu s “1$$o P/^r/'/i xi,/// THE YOUNG CARPENTER’S ASSISTANT. $5 PLATE 43, Bank of the United States, This superb Building is an elegant specimen of the Corinthian Order ; the proportions taken from a Roman Temple called the Maison Quarree, at Nisrnes, in the south of France. The front extends 94 ft by 72 deep ex- clusive of the Portico. The design was given by Samuel Blodget of this city, and was built about the year 1795* m THE YOUNG CARPENTER'S ASSISTANT, PLATE 44 Contains an elevation of the Steeple of Christ Church in Second Street, which for the justness of its proportions, simplicity and symmetry of its parts is allowed by good judges to be equal if not superior in beauty to any Steeple of the spire kind, either in Europe or America. It was erected in the year 1755 by Robert Smith, who some time after took out the sills of the wooden part which had begun to decay, and replaced them by others. The superstructure of this steeple is composed of three distinct well-pro- portioned parts of Architecture, the first story, with its small Pediments and Attics, forming one ; the octagonal part, with its ogee formed dome, being the second ; and the spire and its pedestal, the third. These three parts are very dissimilar, no one having any thing in it that is common to the others ; and yet they agree very well with each other, forming one complete and consistent whole. ;S. A DICTIONARY OF TERMS USED IN ARCHITECTURE. ABA — ANN A. ABACUS, the upper member of a column, which serves as a covering to the capital ; to the Tuscan, Doric and Ionic, it is square ; to the modern Ionic and Corinthian, each side is arched, or cut inwards, and is decorated in the centre with a flower or other ornament. Acanthus, a plant, whose leaves form an or- nament in the Corinthian capital, and are said to have originally given rise to that or- der. Acroteria, a kind of base, placed on the an- gles of pediments, usually for the support of statues, £cc. Al^e, Ailes, also passages in theatres, houses, &c. also in rooms, &c. the space between the walls and the columns. Amphitheatre, a place for exhibiting shows, very spacious, of a round or oval figure, with many seats rising on every side. The area in the middle was called Arena , because it was covered with sand, or saw-dust, to prevent slipping, and to absorb blood. Annulet, a small square moulding, which serves to crown or accompany a larger, and to separate the flutings in columns. ANT— BAS Ant^e, a species of pilasters on the extremity of a wall, usually having no diminution, nor do the mouldings of their capitals or bases always resemble those of the columns. Aqueduct, an artificial canal, built for the con- veyance of water from one place to another, either running under ground, or rising above it. Arch, part of a circle or ellipsis. Architrave, the lowest principal member of an entablature, lying immediately upon the abacus of the capital. Astragal, a small round moulding with two annulets. Attic Base, Ionic base. B, Baluster, small columns, or pillars of wood, stone, 8cc. used on terraces or tops of build-- ings for ornament, and to support railing, and, when continued, form a balustrade. Banister, the supports of an hand-rail of stairs. Band, a general term for a low, fiat, or square member. Base, the lower and projecting part of a column and pedestal. p 58 BUT— CAU Butment, or Abutment , supporters, or props, on or against which the feet of arches rest. Buttress, a kind of butment, built sometimes arch-wise, as to Gothic buildings; a mass of stone or brick work, serving to prop or sup- port buildings, wails, See. on the outside, where their great height or weight require additional strength. C. Capital, the uppermost member of a column, which is a crown or head thereto, placed im- mediately over the shaft, and under the ar- chitrave ; no column is complete without a capital, which has a distinguishing character for each order.- — Tuscan and Doric capitals consist of mouldings ; Ionic and Corinthian capitals, of leaves and other ornaments. Cartouche, an ornament in sculpture repre- senting a scroll of paper, Sec. Caryatides, a kind of order in Architecture, in which a female figure is applied instead of a pillar; the origin of which is thus handed down by Vitruvius: the inhabitants of Caria, a city of Peloponnesus, made a league with the Persians against their own nation ; but the Persians being worsted, they were after- wards besieged by the victorious party, their city taken and reduced to ashes, the men put to the sword, and the women carried away captives. To perpetuate the memory of this victory, the conquerors caused public edi- fices to be erected, in which, as a mark of degradation and servility, the figures of the • captives were used instead of columns, thus* handing down to posterity their servility and punishment. When figures of the male sex are used, they are called Persians or Perses. Cavetto, a concave moulding of one quarter of a circle. ■ Caulicoli, the little twists ©I* volutes under CEL— COR the flower on the abacus in the Corinthian ca- pital, represent the twisted tops of the acan- thus stalks ; are called also Helices. Cell, in an ancient temple, is the inclosed space within the walls. Centre or Center , the support of an arch while the masons are building it. Cincture, a ring, list, or fillet, at the top and bottom of the shaft of the column. Circus, a large building for exhibiting eques trian exercises in. Coffer-dam, a large frame constructed for the purpose of erecting works on the bottom of deep waters ; the Coffer-dam being water- tight and surrounding the place intended to work on, is emptied of the water and leaves the bottom bare. Collar-beam, timbers placed across a roof from the middle of one rafter to another. Cqllarin, or Collarino , the neck or frize of a Tuscan or Doric capital. Colonnade, a series or continuation of co- lumns. Column, a round pillar used in Architecture, to adorn or support. Columns are of four kinds; the Tuscan , Doric , Ionic , and Corin- thian, each of which has its particular pro- portion. The term includes the base and the capital. Conge', a small moulding which serves to se- parate larger ones, called also List or Annu- let. Console, an ornament cut on the key-stone of arches, with a projection, capable of support- ing busts, vases, &c. Contour, the outiine of a figure, or piece of Architecture. Copin-g of a wall, the top or covering made sloping to throw off water. Corbeille, carved work, representing a bas- ket with fruits or flowers, serving as a finish 59 COR— DRG to some other ornament. It sometimes is ap- plied to the vase of the Corinthian capital, the word originally meaning a basket. Corinthian order , one of the four orders of Ar- chitecture. Cornice, the upper assemblage of members in an entablature, commencing at the frize ; each order has its particular cornice, with suitable enrichments. To the Tuscan it is quite plain; to the Doric are added gutt