Skip to main content Accessibility help


  • Access
  • Cited by 1
  • Cited by
    This article has been cited by the following publications. This list is generated based on data provided by CrossRef.

    Gentile, Carmelo Poggi, Carlo Ruccolo, Antonello and Vasic, Mira 2019. Vibration-Based Assessment of the Tensile Force in the Tie-Rods of the Milan Cathedral. International Journal of Architectural Heritage, p. 1.




      • Send article to Kindle

        To send this article to your Kindle, first ensure is added to your Approved Personal Document E-mail List under your Personal Document Settings on the Manage Your Content and Devices page of your Amazon account. Then enter the ‘name’ part of your Kindle email address below. Find out more about sending to your Kindle. Find out more about sending to your Kindle.

        Note you can select to send to either the or variations. ‘’ emails are free but can only be sent to your device when it is connected to wi-fi. ‘’ emails can be delivered even when you are not connected to wi-fi, but note that service fees apply.

        Find out more about the Kindle Personal Document Service.

        First Principles: Gabriele Stornaloco and Milan Cathedral
        Available formats

        Send article to Dropbox

        To send this article to your Dropbox account, please select one or more formats and confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your <service> account. Find out more about sending content to Dropbox.

        First Principles: Gabriele Stornaloco and Milan Cathedral
        Available formats

        Send article to Google Drive

        To send this article to your Google Drive account, please select one or more formats and confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your <service> account. Find out more about sending content to Google Drive.

        First Principles: Gabriele Stornaloco and Milan Cathedral
        Available formats
Export citation


The construction from 1386 of Milan Cathedral, the largest Gothic church ever constructed in Italy, was one of the most important episodes in the history of Italian and European architecture. The documentation of the late Trecento and early Quattrocento discussions over how to build the Cathedral is extraordinarily rich and extensive, and permits a consideration of the project from many points of view including the relationship between medieval architectural theory and an actual project. At the same time, any enquiry has to contend with the copious modern literature and the conclusions that have been reached hitherto – often erroneously in our view – about many of the most salient points. We thus re-examine published and unpublished documentation and the existing literature, analysing especially the format of the building's elevation, the proposals by Gabriele Stornaloco and Jean Mignot, and the drawings attributed to Antonio di Vincenzo. We also reconsider the notions of ars and scientia which have previously been misinterpreted in discussions of the cathedral documentation.

The construction of Milan Cathedral, from 1386, was one of the most important episodes in the history of Italian and European architecture (Fig. 1). This was, first, because of the uniqueness of the building itself, the largest Gothic church ever constructed in Italy; secondly, because of the input of some of the most authoritative architects of the late fourteenth and fifteenth centuries in Europe (Lombard, French, German), who were invited from time to time to make architectural and structural proposals; and, thirdly, because the project initiated debates and discussions continuing for over a century, regarding structural choices and differing Lombard and Northern European building practices, as well as about the affirmation of ducal or communal authority. 1 Indeed, the documentation of the late Trecento and early Quattrocento discussions about how to build the cathedral, made famous to English readers in a celebrated article by James Ackerman, is extraordinarily rich and extensive, and permits a consideration of the project from many points of view including, in particular, the relationship between medieval architectural theory and an actual project. At the same time, however, the subject is very complex, and any enquiry has to contend with the copious modern literature and the conclusions that have been reached hitherto – often erroneously in our view – about many of the most salient points. 2

Fig. 1. Façade of Milan Cathedral

The most important matter discussed in the great early debates concerned the format of the building's elevation. The ground-plan laid out in 1386 was based on a system of squares for the four side-aisles, with interaxial dimensions of 16-by-16 braccia, and rectangles for the nave of 16-by-32 braccia. 3 As the walls of the East end rose, a decision over the heights of the principal elevational elements – the piers and the nave- and aisle-vaults – became urgent. It is often claimed that the heated disputes concerned the question of whether the two aisles on either side should be of the same or of different height; and whether the elevation, partly conditioned by the 16-by16-braccia grid used for the ground-plan, should rise in a rectangular or triangular – or in an ad quadratum or ad triangulum – configuration. The definitive solution, presented to the authorities by Gabriele Stornaloco in late 1391 in the form of a letter and drawing, was one that involved equilateral triangles overlaid onto rectangles which generated only slightly different heights for the piers, imposts and vaults of the aisles and nave, but which Stornaloco and the master-builders treated as equal. This solution, as we shall see, was the only one with which ‘pointed-third’ vaults, the type with arcs defined by equilateral triangles that was used throughout the cathedral, could be generated (see Fig. 6).

The rich nineteenth- and twentieth-century literature on the early disputes, however, complicates matters considerably, and has, as we will argue, confused a number of the saga's cardinal points. Stornaloco's text and diagram, known only from copies of copies, have never been published in coherent Latin and we attempt to rectify that here (Appendix I), but this is just one of several problems that have contributed to present-day misconceptions. These include, first, that the Milanese master-masons were incapable of determining the heights of triangles for themselves and that Stornaloco was summoned to do so for them, and that he employed an impenetrably complicated formula; secondly, that Stornaloco's scheme of 1391 was then abandoned in 1392 for another based on isosceles, rather than equilateral, triangles; and, finally, that the Milanese had also been considering an elevational format based on rectangles of 16-by-10 braccia, which, it is usually claimed, is illustrated in a well-known drawing attributed to Antonio di Vincenzo (see Fig. 10).

In contrast to such views, we will propose a very different interpretation of the documents. We will argue, first, that the master-masons were perfectly capable of determining the heights of triangles without the need of a geometrician-mathematician, because they operated in a building-culture where practical geometry ruled over theoretical mathematics; and we will further argue that Stornaloco's role was to guarantee geometrically the validity of a system involving not only equilateral triangles but also rectangles and a circle, a hexagon and a square, and that the formula he used for calculating the heights of triangles was simple and not arcane in the slightest. We will also contend that the fact that the heights of the aisle- and nave-vaults as built are lower than in Stornaloco's original proposal – hereafter Stornaloco I – does not mean that his proposal was abandoned for one based on isosceles triangles, but that it was revised so that the imposts of the arches were lower than Stornaloco had originally suggested, a revision we will refer to henceforth as Stornaloco II. We will suggest, finally, that the elevational drawing attributed to Antonio di Vincenzo does not in fact record a project based on rectangles and that it is merely a bad copy of Stornaloco II, and so has limited value for the history of the debates over the design of the cathedral.

In addition to all this, we will be emphasising, again in contrast with prevailing opinion, that the Milanese master-masons were anything but amateurish, disorganised and incompetent by comparison with their foreign counterparts. We will be re-exploring in particular the much-vaunted discussions of 1400, in part a re-run of those of 1392, in which the French expert Jean Mignot proposed to return to the original Stornaloco I project, which, it emerges, had been devised at the outset by a German architect; and we will be concluding that Mignot's famous criticism of the Milanese, involving the respective merits of ars and scientia, had a very different meaning from the one generally accepted in the literature. This, we hope, will be of some interest not only to those concerned with architectural theory and architectural proportions but to medievalists in general.


The supremely important matter of devising a system for establishing the heights of the imposts and vaults of the nave and aisles was extensively and bitterly discussed in the late fourteenth and early fifteenth centuries. The definitive solution was presented, between 24 September and 13 October 1391, by Gabriele Stornaloco of Piacenza, an experto in arte geometrie, who, as we shall see, formalised a pre-existing project in an elegant document and drawing. 4

Stornaloco himself tells us that his scheme (Stornaloco I) is generated from the pre-established grid of the ground-plan of the cathedral, 5 with its squares of 16-by-16 braccia based on the interaxial distances between the piers (‘I have taken all the widths by measuring from axis to axis, so I have not bothered to set down the thickness of the piers in the drawing’; see Appendix I). The plan had fixed the total breadth of the cathedral at 96 braccia, comprising a nave of 32 braccia plus four aisles of 16 braccia each (Fig. 2). 6 Stornaloco developed the elevation by using equilateral triangles for the various heights, and employing multiples of 14 braccia (the approximate height of a triangle 16 braccia wide, which also corresponds to rectangles 16 braccia wide and 14 high). 7 Thus, the imposts of the outer aisle vaults were fixed at 28 braccia, those of the inner aisles at 42 braccia and those of the nave at 56 braccia, with the apex of the nave-vault set at 84 braccia (Fig. 3).

Fig. 2. Survey plan of Milan Cathedral (after Ferrari da Passano, ‘Storia della veneranda fabbrica’, 1973)

Fig. 3. Reconstruction of Stornaloco's scheme (after Frankl, ‘The Secret of the Mediaeval Masons’, 1945). Key (upper-letters are Frankl's; lower-case letters are ours): ABC = equilateral triangle; ANCpBq = hexagon; AOpr = square; BC = breadth of the nave and four aisles (96 braccia); EF = interaxial distance between the nave piers (32 braccia); D2 = unit of 14 braccia; D4 = imposts of the external aisle vaults (2 × 14 = 28 braccia); D6 = imposts of the internal aisle vaults (3 × 14 = 42 braccia); D8 = imposts of the nave vaults (4 × 14 = 56 braccia); D12 = height of the vertical axis of the triangle ABC = apex of the nave vault (6 × 14 = 84 braccia)

One is struck by the economy, elegance and simplicity of Stornaloco's method of conveying, in geometrical terms, the essential information about the principal dimensions and proportions of the elevation to the overseeing Fabbricieri. Once Stornaloco has described the fundamental geometric figures implicit in the elevation – the circle circumscribing the hexagon, as well as the equilateral triangle and the square – he mentions only three dimensions specifically: the first, 96 braccia, is the breadth of the nave and four aisles established before his intervention; the second, 84 braccia, is the height of the triangle indicating the apex of the nave-vault; and the third, 32 braccia, is the interaxial distance between the nave-piers. The other information he needed to provide concerned the heights of the imposts of the nave and inner aisles, and the heights of the vaults of both aisles; but he did not do this numerically but geometrically by identifying these points in relation to the apexes of a series of equilateral triangles. It is not entirely clear why he needed the twelve triangles, which he indicated with numbers on the axis AD in his diagram, since he could have established all the essential heights with just four: that is, triangle 4 (iiij) for the height of the imposts of the outer aisles; triangle 6 (vj) for the outer-aisle vaults and inner-aisle imposts; triangle 8 (viij) for the inner-aisle vaults and the nave imposts; triangle 12 (xij) for the nave vault (see Figs 15 and 16).

It is here that we encounter the fascinating problem that gripped the attention of scholars from Paul Frankl onwards: how did Stornaloco carry out his calculations and why was his intervention necessary? Frankl, like Camillo Boito and Luca Beltrami before him, insisted on what had been known since the ancient world: that the height of an equilateral triangle is incommensurable with respect to its base or side, but equals the base multiplied by √3/2, to use modern mathematical notation. Frankl therefore asked how the master-masons could have used a system of equilateral triangles if they were only able to draw them geometrically but were not capable of calculating their heights. 8 Having posed the problem in this form, he then proposed that Stornaloco had been summoned to Milan to calculate these dimensions. 9

Although Stornaloco's original text has been lost and is available to us only in various copies, the transcriptions are for the most part easy to understand so that almost anybody can redraw the elevation Stornaloco proposed following his text step-by-step, as has been done by a number of scholars, including Frankl (Fig. 3). 10 The only obscure point, in fact, is the way in which Stornaloco arrived at his declaration that the height of an equilateral triangle with a base of 96 units was ‘slightly less’ than 84 units (in fact 83.138 units in present-day decimal notation). If this had been the main reason for Stornaloco being called to Milan, and if, indeed, it had been regarded as the most difficult problem to be resolved, it seems extraordinary that this very point is not explained in his text and is passed over so rapidly as to seem incomprehensible, since this would have made his visit entirely useless for the master-masons.

The key passage is this:

The base of the triangle is the line BC and this is the width of the church, i.e. 96 quantitates. Therefore the line AD, which is the height of the summit of the church, will be the square root resulting from ‘dix dc dcc mxx sesara quie tregesime’, which is something less than 84 (Beltrami's version, left without corrections; for a more accurate transcription see Appendix I).

As is well known, it was Erwin Panofsky who proposed, at Frankl's request, an interpretation of the passage, and this has generally been accepted, even though Panofsky made it clear that it included much that is uncertain. 11 To avoid the relatively complicated process of extracting a square root and arriving instead at an approximation, he proposed that a ‘formula’ must have been used: but he unjustifiably omitted part of Beltrami's text and after a long discussion concluded that the extract cited above implied a mathematical expression according to which ten times half the required height equals roughly the length of the base or side of the triangle multiplied by 100 and then by 700, the result being divided by 1010. 12 Such a ‘formula’, we can declare without hesitation, seems excessively complicated, and is anything but a simplification of the problem.

More recently Peter Kidson – who, unfortunately, ignored all the literature on the cathedral apart from Frankl and Panofsky – proposed a different explanation of Stornaloco's supposed formula. 13 According to Kidson, the master-masons were capable of calculating the approximate height of an equilateral triangle, but required greater precision from Stornaloco. 14 So, via a tortuous origami-like procedure involving nine right-angled triangles, Stornaloco, Kidson argues, would have applied Archimedes's formula for the extraction of the square-root of three (corresponding to the fraction 265/153) by geometry rather than arithmetic. The fact that Stornaloco, according to Kidson, did not explain this most difficult step was deliberate. 15 The aim was to keep the formula secret by using terminology that was ‘deceptive as well as esoteric’ 16 and therefore incomprehensible to anyone outside a circle of educated initiates. The value of Stornaloco's visit, Kidson suggests, resulted from the consultation itself, which gave legitimacy to the project through its approval by an expert mathematician. 17 But Kidson's explanation suffers from the same difficulty as Panofsky's – it is one of excessive and unnecessary complexity.

If one were to believe Panofsky's or Kidson's interpretation, the mathematics adopted by Stornaloco was shrouded in esoteric mystery and ingenious complication so as to keep its ‘secret’ inaccessible. But these proposals have nothing to do with what contemporary manuals teach us, as was highlighted by the historian of science Guy Beaujouan as long ago as 1963, who offered a far simpler solution. 18 His proposal was that mediaeval mathematicians used an easily memorised fraction, one of 26/30, to work out the height of an equilateral triangle relative to its base with an acceptable degree of accuracy. So it is reasonable to suppose that Stornaloco may have used the same expression to calculate his figure of slightly less than 84 braccia, this being equal to 96 braccia multiplied by such a fraction. In this light, Beaujouan then suggested amending the text cited above to read as follows:

Therefore the line AD which will be the height of the summit of the church is the square-root resulting from multiplying [96] by 26, which are thirtieths, which is something less than 84. 19

One can quibble with the details of Beaujouan's proposal but the principle behind his explanation of Stornaloco's calculation seems far more attractive than others proposed so far.


So let us now reconsider the assumption expressed by Frankl and many others that Stornaloco was summoned to Milan because the master-masons could not calculate the height of equilateral triangles with numbers.

In his famous article of 1945, Frankl starts his investigation from the conviction that the medieval masons did not use yardsticks (or foot rules) – a key point made several times in his text – or scale drawings, and was looking for ‘a method necessary to translate sketches into working size’. 20 He found the solution in Bernhard Kossmann's theory of the ‘Great Unit’, 21 a module of whole numbers (for instance 5, 6 or 7 feet) employed, according to him, for both projecting and construction. Analysing the documents about Milan Cathedral, therefore, he proposed that for the plan they used an 8-braccia ‘Great Unit’, which took the form of a wooden lath 4.6 m long, and then, for the first project for the elevation (which, according to him, was represented in Antonio di Vincenzo's drawing; see Section 7), a 10-braccia ‘Great Unit’, for which they would have used a lath of 5 braccia (3 m) long. 22 And, according to Frankl, when the authorities decided instead to adopt Stornaloco's project based on equilateral triangles, the master-masons were unable to calculate the heights of the triangles numerically, so they were obliged to summon the mathematician for assistance. 23 Frankl, therefore, seems to imagine that the master-masons were practically innumerate, and equipped with only a scanty knowledge of only the most elementary rules of geometry, and were therefore incapable of carrying out any numerical operations. 24 He proposed that in Stornaloco's original scheme of 1391 the mathematician had used a ‘Great Unit’ of 7 braccia to communicate his project to master-masons, while at the meeting of 1392 the Deputati chose to change this ‘Great Unit’ to one of 6 braccia, to cater for the proportions of the Pythagorean triangles, a decision which, according to most scholars, was then adopted (see Section 4). 25 In Frankl's view, therefore, the ‘Great Unit’ was a sort of universal practical device for translating geometrical proportions into an actual building.

What was not taken into account, however, was that before the establishment and diffusion of Hindu-Arabic numbers and the arithmetic associated with them, geometry had been preferred in architectural practice to numbers for centuries precisely because of its universality and simplicity. Geometry was valid everywhere, with any unit of measurement and at any scale; and geometric design procedures were easy to remember with simple step-by-step techniques and could readily be handled on the building site, and by using them the master-masons could derive dimensions corresponding to irrational numbers without having to resort to arithmetic. In fact, by using geometrical schemes drawn to scale on pieces of paper or on flat-surfaces, the master-masons were perfectly capable of measuring incommensurable dimensions such as the height of an equilateral triangle, and of rounding them up or down to the nearest whole number, thereby ‘translating’ these geometric proportions into approximate arithmetical equivalents to be used in a building.

Franklin Toker arrived at the same conclusion through an analysis of a drawing for the façade of Palazzo Sansedoni in Siena of 1340. The drawing is a freehand copy, made for legal purposes, of a more accurate drawing that would have been prepared for the builders, and it is accompanied by a written contract specifying further instructions that could not be represented on the drawing. In this connection, Toker concluded that the project relied on scale-drawings, so that, working very economically, ‘the architect would draw a geometric construction such as the ad triangulum on scaled paper and read off its whole-number equivalents’. 26 In fact, a similar use of simple, easily remembered geometrical formulas is described by Cesare Cesariano when commenting on the atrium in his edition of Vitruvius (1521). There he illustrates a simple geometrical construction for establishing the value of √2 (the relationship between the side and diagonal of a square), which yields a very good approximation of 12:17½. 27

Frankl's assertion that a

knowledge of the most elementary rules of geometry was not universally widespread in medieval times. Only those who had been educated in the seven artes liberales, including the ars geometriae, possessed any mathematical culture …. 28

is unacceptable because a theoretical mathematical training and a knowledge of practical geometry are two very different things. 29 If building-sites were populated by masters without calibrated yardsticks and with no knowledge of elementary practical geometry, then the construction of buildings would have been impossible, and all the more so in the case of a structure as complicated as a cathedral. The need to coordinate the operations of the master-masons made a common language essential and this, we suggest, was the role of practical geometry. Its importance is demonstrated by the fact that amongst the first books to be printed were the late fifteenth- and early sixteenth-century design handbooks by Mathes Roriczer, Hans Shmuttermayer and Lorenz Lechler, which provide practical instructions, accompanied by drawings, illustrating some of the steps needed for a correct design of some architectural elements, steps which at first sight might seem to require mathematical calculation (Fig. 4). 30 In fact, however, their instructions come in the form of easy practical rules, based on simple geometric figures, which can be employed following a prefixed set of steps, without any need for analytical reasoning or formulae. 31

Fig. 4. Mathes Roriczer, illustrations showing how to design a pinnacle by ‘constructive geometry’, starting from a square (from Büchlein von der Fialen Gerechtigkeit, 1486)

Lon R. Shelby, evidently in reaction to Frankl, has looked more deeply into what kind of geometrical knowledge was possessed by master-builders at the time. 32 Their familiarity with ‘practical geometry’, 33 he argues, did not derive from a formal scholastic education, since geometry in the academic sense was only studied at advanced levels, but instead, from an oral training acquired on building-sites and in workshops, to which the thirteenth-century ‘notebook’ of Villard de Honnecourt is an excellent witness. The procedures illustrated by Villard, like those in the three manuals mentioned above from the late fifteenth- and early sixteenth centuries, do not require arithmetical calculations or a knowledge of theorems, even though numbers were, of course, an integral part of constructional geometry; instead they are ‘very simple, very physical, and very non-mathematical’. 34

Finally, Stornaloco's report confirms the pre-eminence of geometry over numbers in the design-process, since he concludes it by stating that

it is sufficiently clear to the master-builders how much space they [the piers] occupy in the bodies of the church; furthermore, with respect to the width and the area, a great deal could be quantified numerically as to how all the bodies represented in the drawing are related according to the geometrical constructions, but I omit this on account of its length. [Our italics]

In other words, the dimensions in numbers can easily be derived from the geometrical figures using universally understood procedures.

It also seems curious that Frankl based part of his argument on the belief that stone-masons did not use scales or calibrated yardsticks, so that ‘the medieval architect had to choose measurements which his mason could execute without a yardstick’. 35 For it is an indisputable fact that in very many Italian cities – including Ascoli Piceno, Assisi, Bologna, Cesena, Padova, Parma, Piacenza, Rimini, San Marino, Todi, Treviso, Verona and Vicenza – there are stone reliefs with public units of measurement that still survive on town halls (Fig. 5). It is also the case that the architect or master-mason is almost always represented in paintings and written documents as carrying a measuring-rod (virga). 36 Moreover, Frankl's argument that it was impossible for master-masons to rely on numerical measurements, owing to the variability of units of measurement from city to city, and therefore had to rely, instead, on the indispensable ‘Great Unit’, 37 which is the hinge of his argument, seems extremely unlikely in a world in which the movement of master-builders from building-site to building-site and city to city was commonplace. Indeed, master-masons were certainly well-accustomed to using different units of measurement in the sixteenth century when we find Baldassare Peruzzi and Antonio da Sangallo the Younger indicating various different local units of measurement on their drawings, such as Sienese or Florentine braccia in Tuscany and palmi in Rome. 38 Frankl's account, therefore, seems to have been aimed above all at demonstrating the existence of the ‘Great Unit’ as a basis for the design and construction of buildings, despite the fact that in the extensive documentation on the cathedral in Milan there is no trace of any such thing.

Fig. 5. Assisi, Torre del Popolo, public units of measurement, 1349. Note the three metal rods, at the bottom and left, indicating lengths (canna, passetto, palmo)

As regards Frankl's and Panofsky's idea that medieval drawings were not made to scale, Toker has shown, instead, that a great many were made to a precise scale, which was frequently 1:48. In a duodecimal system, which was widespread even though the units of measurement varied, this meant that a quarter of the submultiple represented the given unit (so that, for example, a quarter of an inch represented one braccio), which was thus a simple and easy-to-use ratio. Other scales employed were 1:12 and 1:20, which were likewise suitable for units of measurement divisible by 12, such the Milanese braccio, or by 20, such as the Florentine or Sienese braccio. 39

There are many sources that confirm the widespread use of scaled drawings across Europe by the fourteenth century and even during the previous century, indicating that architects were directing building operations by ‘remote control’ by means of drawings. These drawings, of plans and elevations, would have been the equivalent of modern working drawings, although they were less detailed and required a certain familiarity with the current language and traditions of construction. 40

So the ‘problem’ at Milan Cathedral in the late Trecento regarding the establishment of the various internal heights was hardly to do with the incapacity of the master-builders to calculate these heights on the basis of equilateral triangles – for if it had been then nobody would have used this type of geometrical scheme, which was certainly nothing new in 1391. This being so, we still need to ask why it was that Stornaloco was invited to Milan.


If the master-builders were perfectly capable of determining the heights of triangles, then why did the authorities need to summon Stornaloco, a mathematician and expert in geometry? Following Beaujouan, our reply is that they did not send for him merely to work out a simple formula that was widely used to determine the heights of triangles, and that the answer is already implicit, in part, in the conclusion of Frankl's essay as well as in Ackerman's article. 41 It concerns his understanding of geometry as the basis of the best architectural design. The square and the equilateral triangle are shapes that feature frequently in architectural writings from Vitruvius to Villard de Honnecourt, and they were regarded as sacred from the time of Plato, belonging to ‘a geometrical élite’ that gave rise to a powerful tradition which continued uninterrupted for centuries. 42 Given the desire to construct a cathedral, the House of God, identified with the highest good and with absolute beauty, it is obvious that the building had to be perfect, a Gesamtkunstwerk in which every element was harmoniously related to the whole as a reflection of the order of God's universe, as opposed to the disorder of the contemporary world, and one in which all forms and numbers could also be symbols. 43

Stornaloco's project thus coordinated the various parts of the cathedral coherently by working out the heights up to the nave vault, but it also suggested a more general and abstract harmony for the whole by showing how the structure of the sacred building was generated by a regular hexagon determining the total height of the inner aisles and the inclination of the future flying-buttresses above them, together with an equilateral triangle fixing the total height of the nave and a square, the diagonal of which established the height of the imposts of the outer-aisle vaults, all inscribed in the same circle. 44 As Sebastiano Serlio and Pietro Cataneo recall in their sixteenth-century treatises, a pair of compasses was also called a sesta (sixth) precisely because it allowed one to divide the circumference into six parts equal to its radius thus permitting the construction of an inscribed regular hexagon, a form assai perfetta (‘very perfect’) and, from this, an equilateral triangle. 45 And in fact Stornaloco's report begins with the construction of the circle circumscribing the hexagon, square and triangle. The height of the nave is then divided into six parts, involving rectangles (figurae quadrangulares, as Stornaloco himself described them) 16 units wide and 14 units high, and with a ratio of base-to-height roughly equal to that of the equilateral triangles marking the key-points of the elevation. Stornaloco, we can surmise, was the person able to formalise and validate such architectural design-decisions, some of which had certainly been taken before his arrival, with a scheme that was simultaneously geometrical, modular and theoretical, and which could guarantee at a stroke the constructional, formal, static and symbolic unity of the project (Fig. 6). 46

Fig. 6. Reconstruction of Stornaloco's scheme (after Valentini, Il duomo di Milano, 1990). Key (uppercase -letters are Valentini's; lower-case letters are ours): ANCpBq = regular hexagon inscribed in circle = height of the inner aisles and inclination of the future flying-buttresses; ABC = inscribed equilateral triangle generated by the hexagon = height of the nave; AOpr = inscribed square generated by the hexagon, with its diagonal rO establishing the height of the imposts of the outer aisle vaults; AD ÷ 6 = 14 = height of the ‘figure quadrangulares’ or ‘quadrati’; BC ÷ 6 = 16 = width of the ‘figure quadrangulares’ or ‘quadrati’; 16:14 = BC:AD

But we cannot determine just how much of the geometrical construct incorporated in Stornaloco's project had already been decided by others: that is, whether it was previous architects, the cathedral's Fabbriceri or Stornaloco himself who had elaborated on the basic ad triangulum scheme by adding the circle, hexagon and square, laden with cosmological significance. All we know for sure is that a system ad triangulum existed before Stornaloco's presence in 1391, as we shall see below.

Whilst there were discussions about various elevations ad triangulum or ad quadratum (i.e. schemes based on equilateral triangles or squares) there is no record of the existence of a model embodying any kind of elevational system before Stornaloco's contribution of 1391. The construction of a model always demonstrated the seriousness of a project given the time and money involved, and the likelihood is that, as we shall now see, the first wooden model of the cathedral was made so as to incorporate Stornaloco's scheme, thus indicating its absolute importance for the authorities.

Stornaloco, following his visit to Milan, returned to Piacenza by 13 October 1391 and then sent his letter to the Deputati. Very soon afterwards, on 29 October 1391, a carpenter from Stornaloco's home-town, called Simone, started working on a wooden model following the ‘design and advice’ of a certain Simone da Cavagnera. 47 On 18 April 1392, Cavagnera was instructed to transport the model from his home, where the carpenter was working, to the cathedral, and by 2 May it was about to be painted, and had therefore been completed. 48 Cavagnera was entrusted with overseeing the execution of the model and was not an appointed engineer of the cathedral. He was in fact one of the cathedral's Deputati mentioned a number of times in documents from 1387 until 1403, and he was certainly an expert in architecture. 49 The documents do not tell us exactly what the model represented, but, given that its construction started less than a month after Stornaloco's visit of September–October 1391, and that the carpenter was one of his countrymen and had presumably been recommended to the Deputati by Stornaloco himself, its function must have been to illustrate Stornaloco's initial project. 50 The model presumably represented part or even all of the cathedral in accordance with Stornaloco's scheme, but also showed the thicknesses of the piers and arches, which were lacking from his purely geometrical, skeleton-like diagram. The model was completed by the end of April 1392 and must have been consulted, along with Stornaloco's report and drawing, at the great meeting of 1 May 1392, when the authorities changed tack and adopted an adjusted version of Stornaloco's project – i.e. Stornaloco II – instantly making the model redundant.

The hypothesis that the model illustrated Stornaloco's first scheme – Stornaloco I – appears to be confirmed by the bizarre sequel to the May meeting. In September 1392, the Deputati decided to place the now useless model in a secluded spot in the cathedral, within an enclosure containing, at that time, the tombs of the archbishops Ottone and Giovanni I Visconti, ‘so that it could not be seen and should remain hidden, unless declared otherwise’. 51 It is perhaps not surprising, therefore, that in 1401 Simone da Cavagnera was determined to defend Mignot's attempt to return to Stornaloco I so strongly (Appendix II, doc. III).

The next task was to replace the Cavagnera model with another one incorporating the revisions adopted in Stornaloco II. This process was begun by 1394 when Giovannino de Grassis produced a sectional drawing, which does not survive, made at the level of the sacristies, that included the exterior and interior of the church and the various revised heights, and was not, therefore, related to the drawing attributed to Antonio di Vincenzo (see Section 7). 52 The next wooden model, which incorporated Stornaloco II, was made by Giovannino between 1395 and 1399 and it, eventually, even included the roofs. 53 This, presumably, was the model used as the basis for the celebrated discussions of 1400 with Mignot, and which remained on site until 1414 when we hear that the roofs of the model were still not finished. 54


There is another celebrated enigma concerning Stornaloco's project. The heights of the intradoses of the inner-aisle and nave vaults in the actual building are lower than those envisaged in Stornaloco I and seem to have been generated from units of 12 rather than 14 braccia. Was it, therefore, that Stornaloco's scheme was abandoned at the meeting in May 1392 and replaced by another?

It was the greatest of all the experts on the history of Milan Cathedral, Luca Beltrami, who formulated the famous hypothesis that the master-builders had indeed abandoned Stornaloco's equilateral triangles with bases of 16 units and heights of 14, and had instead adopted a scheme based on Pythagorean triangles (which, after Viollet-le-Duc, he called ‘Egyptian’ triangles, and which have sides in the proportion of 3:4:5 that guarantee a right angle), rising from the imposts of the inner-aisle vaults (Fig. 7). 55 Beltrami proposed that a change from a height of 14 braccia to one of 12 braccia up to the imposts of the aisle vaults was determined by a wish to adopt such a triangular format, given that the ratio between a height of 12 braccia and a length dimension of 16 braccia is equal to one of 3:4. 56 This, he thought, was the change of plan that lowered the heights of the structure to those of the actual building, and fixed the inner-aisle imposts at 40 braccia (28 + 12), the imposts of the nave-vaults at 52 braccia (40 + 12) and the apex of the nave-vault at 76 braccia (52 + 24), rather than to the heights envisaged by Stornaloco I of 42, 56 and 84 braccia (Fig. 7).

Fig. 7. Cross-section of Milan Cathedral as built, left, compared with Stornaloco's scheme, right (after Beltrami, ‘Il coronamento della fronte del Duomo di Milano’, 1900)

Beltrami's solution to the ‘problem’ of the reductions in height has generally been followed from Frankl onwards, and it was regarded by Ackerman as one of the many symptoms of the incompetence of Milanese masters in comparison with Northern architects (see Section 5). But the solution is far from convincing because it does not satisfy a fundamental requirement of the elevation of the project: the generation of the key points for constructing the ‘pointed-third’ vaults universally employed in Milan Cathedral. By contrast, Stornaloco's system based on equilateral triangles (and rectangles) allowed the architects to generate without difficulty the curvature employed for all the vaults in the cathedral, specifically described by Cesariano as being of ‘pointed third’ (terzo acuto) shape. 57 In fact, once the distance between the springing-points of the vaults of the nave and aisles was established, all the master-masons had to do in order to generate the required profiles for the vaults was to draw segments of two equal circles, each centred at the ends of the springing line of the vault and, using a radius equal to the span of the vault, make the segments intersect at the apex of the equilateral triangle. By contrast, Beltrami's Pythagorean triangles 12 braccia high do not permit the construction of pointed-third vaults, and, in fact, his hypothesis appears to rest on mistaken premises. The widths of the triangles that Beltrami proposed were generated by the interaxial distances between the piers (16 and 32 braccia), but their heights – to judge from his celebrated drawing (Fig. 7) – evidently refer to the intradoses of the vaults rather than their extradoses; and this is an error of logic since triangles based on interaxial distances should have heights corresponding to their extradoses and not their intradoses. 58

A much more convincing explanation of why the heights of the cathedral's actual vaults are lower than those envisaged by Stornaloco has recently been put forward by Giuseppe Valentini. 59 He has proposed that the cathedral builders did not actually abandon Stornaloco I in May 1392, but that, in order to maintain the curvature of the vaults that had been decided upon, they merely used Stornaloco's initial proposal (Stornaloco I) in a different way for good practical reasons, transforming it into the scheme which we call Stornaloco II.

The dimensions established by Stornaloco I for the heights of the vaults refer to their extradoses because, in his skeleton-scheme, the lines springing from the axes of the piers when extended upwards to form the vaults naturally described their extradoses.

Valentini's argument is that, while the interaxial distances between the aisle-piers is 16 braccia and those between the nave-piers is 32 braccia, the clear distance between aisle-piers is a little more than 14 braccia and that between nave-piers a little less than 28 braccia. What most likely happened, therefore, is that, when constructing the acute-third vaults above the piers and taking into account the breadths of the piers, it was more practical to measure to the intradoses, which corresponded to the positions of the form-work used for construction. According to the proportions of the equilateral triangles that generated the pointed-third vaults, the heights of the vaults at the intradoses were, therefore, slightly more than 12 braccia for both the aisles (the height of an equilateral triangle with base of 14 is about 12), and slightly less than 24 braccia for the nave-vault (the height of an equilateral triangle with base of 28 is about 24). It was on this basis that the executants established the heights of the imposts of the inner-aisles, which were based on the heights of the intradoses and not the extradoses of the outer-aisle vaults, and they then established the imposts of the nave-vaults using the intradoses and not the extradoses of the inner-aisle vaults, thereby losing two, four and eight braccia in height at each step with respect to Stornaloco I (Figs 7 and 9). 60 This resulted in the dimensions measurable today in the cathedral as built, which correspond with Stornaloco II with its principal heights of 28, 40 and 52 braccia, and with only a slight deviation from the 76 braccia for the nave vault, a problem to which we will return (Fig. 9). The question of the thicknesses of the vaults, and the consequent difference in height between the intradoses and extradoses compared with the Stornaloco I skeleton-like scheme, was not relevant when the masters were preparing to build the outer aisle-vaults, where they simply placed their formwork at the pre-established height of 28 braccia. But the question then emerged when they had to start building the inner-aisle vaults and this was the subject of the discussions of 1392, when they finally ratified the changes of dimensions incorporated in the second scheme, Stornaloco II.

Fig. 8. The height of Milan Cathedral compared to an ad triangulum scheme and to one based on double Pythagorean triangles (after Verga, Il Duomo di Milano da Bramante-Cesariano a Stornaloco, 1980)

Fig. 9. Stornaloco I, above, compared to Stornaloco II (Valentini, Il duomo di Milano, 1990). Valentini's hypothesis is that the dimensions established by Stornaloco I for the heights of the vaults refer not to their intradoses but to their extradoses

However, when we examine modern surveys of the cathedral more closely (Tables 1 and 2), it appears that Valentini's limpid explanation, which in principle remains convincing, still requires some amendment. 61 First, Valentini assumed that the clear-distance between the piers was equal to the clear distance between the springing-points of the vaults, but this is not the case in practice. The clear distance between the nave-piers is about 28 braccia generating a height for the vault ad triangulum of 24 braccia, but the clear distance between the aisle-piers is about 12 braccia, 62 and not the 14 braccia indicated by Valentini, since the piers are all slightly broader than 4 braccia. 63 If we were to follow Valentini's hypothesis using the distances between the piers, the heights of the aisle-vaults generated by equilateral triangles would then be about 10 braccia, creating a sequence of dimensions of 28 braccia for the imposts of the outer aisle vaults, 38 braccia for the imposts of the inner aisle vaults, 48 braccia for the imposts of the nave-vaults, and 72 braccia for the nave vault – dimensions that have nothing to do with the cathedral as built. However, Valentini's explanation can be made workable if instead one considers the clear-space between the springing-points of the vaults and not the clear-space between the piers, because the springing-points are set back with respect to the vertical faces of the piers. Thus, the width between the springing-points of the vaults of the outer aisle is in fact about 14 braccia and the height is about 12 braccia, which creates heights for the imposts of 28, 40 and 52 braccia that are the same as those in the cathedral as built.

Table 1. The principal breadths of Milan Cathedral according to the Stornaloco I and Stornaloco II schemes compared with those given in modern surveys of the building. Dimensions in braccia in italics are converted from metres, but using decimals for convenience; dimensions in metres in italics are calculated from unannotated drawings.

Table 2. Principal heights of Milan Cathedral according to the Stornaloco I and Stornaloco II schemes compared with those given in modern surveys of the building. Dimensions in braccia in italics are converted from metres, but using decimals for convenience; dimensions in metres in italics are calculated from unannotated drawings.

There is a further difficulty concerning the height of the nave-vaults. In this case the difference between the clear-space between the piers and that between the springing-points of the vaults is not particularly significant and both can be rounded up to 28 braccia. However, the total height of the intrados of the nave-vault as built ended up at around 78 braccia and not the 76 braccia predicted by Stornaloco II. The reason for this, however, is that the height of the vaults themselves ended up at around 26 rather than 24 braccia, resulting, therefore, in vaults that are slightly raised and not precisely ‘acute-thirds’. Thus the discrepancy between Stornaloco II and the cathedral as built is merely two braccia (1.2 m) with respect to the height of the intrados of the nave-vault. 64

Confirmation of Valentini's hypothesis that the architects developed Stornaloco II without abandoning the equilateral triangles enshrined in Stornaloco I is supplied by a passage of a well-known document recording the general meeting of 1 May 1392 (Appendix II, doc. I). This followed the nomination of Heinrich III Parler as Engineer of the Cathedral (appointed from December 1391 until July 1392), 65 and it was as a result of his criticisms of the recently accepted project (Stornaloco II), that the general meeting, with 35 Deputati and 14 engineers, was called. At the end of this meeting the new heights for the principal elements of the building were ratified, thus switching from Stornaloco I (28, 42, 56 and 84 braccia) to Stornaloco II (28, 40, 52 and 76 braccia). The passage in the document that confirms Valentini's hypothesis is the dubium (‘question’) number five, where it was asked (Appendix II, doc. I):

Q. What must the height in braccia be of the half-piers which will be built against the wall above the great piers themselves up to the vaults or arches to be built above them, and how high in braccia should the vaults be built above them?

A. They decided and announced that the half-piers should be 12 braccia high, and the vault of the nave itself should rise to the height of the triangle, that is 24 braccia. [Our italics]

In other words, the nave-vaults were to be constructed by using equilateral triangles with bases of 28 braccia, generating the height of 24 braccia specified in the minute, which means that those at the meeting were considering the clear-spaces between the piers, not the distances between the arches, or the interaxial distances between the piers, which would have produced a height of 28 braccia. The height of 24 braccia which they adopted was not described as having been generated by two units of 12 braccia (Beltrami's hypothesis) – nor by four ‘Great Units’ of 6 braccia (Frankl's idea) – but by the geometrical construction of the equilateral triangle, which allowed for the construction of ‘acute-third’ vaults.

Amongst the other questions posed in the same meeting was the much discussed third dubium which also confirms the hypothesis that the architects developed Stornaloco II without abandoning the equilateral triangles enshrined in Stornaloco I:

Q. Whether the church itself, not counting the tiburio in the dimensions, should ascend according to a rectangular or a triangular configuration?

A. They announced that it could rise as far as the [height of the] triangle or [‘sive’] triangular figure and no further. [Our italics]

It is important to point out, for clarity's sake, that the term sive (‘or’), is merely used as a reinforcing synonym (‘triangle or rather triangular figure’) as it is throughout the rest of the document, and not to distinguish different types of triangles as proposed by Frankl. 66 Thus the commission was asking itself whether the height of the church should derive from a system ad quadratum or from a system of equilateral triangles, and they decided on the second option. Frankl and Ackerman concluded from this passage that Parler, because he was opposed to the decision adopted at the meeting, had proposed an elevation for the Cathedral entirely ad quadratum, with modules of 16-by-16 braccia, which would have been simpler and would have involved rounding numbers up, but which would have resulted in a building too tall for the Italians. 67 But this hypothesis is flatly contradicted by a document of 1401 which informs us that Parler, like Annes of Freiburg before him (the engineer engaged from January to June 1391), had in fact proposed an elevation ad triangulum. 68 As the Deputato, Guidolo della Croce, stated (Appendix II, doc. III): 69

following the design begun later [that of Mignot], the erroneous system envisaged before [Stornaloco II] is changed and the correct triangular arrangement [Stornaloco I], from which one cannot depart without making errors, is followed, and which previously the aforementioned Master Enrico [Parler] and, of course, Master Annes the German before him had proposed loud and clear for the benefit of those who pretended to be deaf. [Our italics]

This document, therefore, indicates – contrary to the conclusions that have been reached by others previously – that Parler had raised objections to the decision of May 1392 to pass from Stornaloco I to Stornaloco II, and that, following Annes, he was a proponent of Stornaloco I; and it also shows that in 1401 Mignot agreed with them.

Further support for the hypothesis that in May 1392 the architects adopted the lower version of Stornaloco I, i.e. Stornaloco II, rather than a system of Pythagorean triangles, appears in a later document of 16 September 1410 when it was decided that the nave's arches, cross-vaults and cornices should be positioned immediately above the capitals of the half-columns attached to the side-walls, and not 4 braccia above them as the architect Cristoforo di Giona had wanted:

[It is decided that] the arches [crossing the nave], the cross-vaults and the cornices between the arches must begin from the capitals which have been built in the upper part of the nave, with the exception of the aforementioned master Cristoforo, who said that they should begin 4 braccia higher. 70

This, therefore, demonstrates that Stornaloco's scheme was still in play: the height at which the nave-vaults spring is 52 braccia in the cathedral as built, in accordance with Stornaloco II, but making the arches spring from 4 braccia higher would have made them arrive at 56 braccia, as required by Stornaloco I. The text continues by stating that the transverse arches and cornice must have a totum spigutum, a term which, by analogy with the expression a tutto sesto, probably denotes a curvature a tutto acuto, that is a pointed arch derived from an equilateral triangle like all the other vaults in the cathedral. 71 This is unlike the cross-vaults between the great arches that were to have a more convenient spigutum, i.e. a different although still pointed curvature. 72 The document then stipulates that:

these [transverse] arches should be 24 braccia high from the level of the capitals to the centre of that arch, that is, to under the key-stone of that arch; and these cross-vaults should reach to 26 braccia from the level of the capitals above to the key-stone of that cross-vault. 73

It therefore specifies that the great transverse arches should arrive at a height of 24 braccia at the apex of the intrados (subtus clavem: ‘under the key-stone’), while the cross-vaults should arrive at one of 26 braccia, that is with a slightly higher curvature, these being exactly the dimensions one finds in modern measured surveys, and thus confirming the adoption of Stornaloco II.


The switch from Stornaloco I to Stornaloco II demonstrates the clear and precise thinking of the Milanese masters about the practical geometry and structure of their building. So is it true, as Ackerman believed, 74 that the rapid turnover of foreign and local master-builders at the cathedral was symptomatic of chaotic working-methods and widespread incompetence on the part of the Lombards?

In connection with the numerous directors of work at the cathedral and the many meetings arranged by the Deputati to resolve problems, Ackerman maintained that the first foreigner to be hired, the Frenchman Nicolas de Bonaventure, was invited in July 1389 reluctantly and only when it became clear that the Lombard masters were incapable of resolving the problems that had arisen. 75 Yet Bonaventure's work consisted mostly of designing decorative elements, such as the apse-windows, and we simply do not know if he was dismissed because, as Ackerman claims, he had raised structural and theoretical problems. 76 As for subsequent disruptions, Parler was dismissed in July 1392 for having caused ‘damage’ to the building and for his bad direction of the work, the precise nature of which is unspecified in the documents; so, although it was certainly connected with his objections to Stornaloco II (see Sections 4 and 8), there were many other grounds for disagreement. 77 When Mignot was summoned in April 1399 78 this was specifically as a substitute for two other architects, Giovannino de’ Grassi and Giacomo da Campione, who had died in July and October 1398 respectively. 79

It is true that the architects employed on the cathedral came from many different places, from Lombardy but also from Venice and the Ticino, and from the Rhineland, Bavaria, Paris, Normandy, the Low Countries and even Hungary, and it was precisely this that made the enterprise a centre of architectural research and international exchange. The sheer fame of such an ambitious project fascinated master-masons and artisans from all over Europe and it is easy to imagine that the Deputati wanted the very best on offer. 80 There were also cultural and political reasons for attracting experts from northern Europe in particular. French influence was strong on the Visconti court, given that in 1360 Gian Galeazzo Visconti had married Isabella di Valois, daughter of the King of France, and that in 1380 his daughter had married the king's brother. Again in 1380, Gian Galeazzo was granted the title of Vicario generale for Milan by the German emperor and, in 1395, that of Duke, thus reinforcing his connections with the German world too. 81

One factor in the undoubtedly slow place of decision-making, which emerges from the reports of the Deputati, is that nominated architects often worked together, rather than under one individual in overall charge, and that decisions were taken collectively. This, however, was in line with practices elsewhere in Italy. In Siena, during the thirteenth century, there were several commissions of expert builders who were appointed to decide on specific questions connected with the construction of the Cathedral, and – in 1274 – a permanent municipal commission for reviewing the accounts was established, of which six members were also Operaio advisors. The role of these members then increased in importance from the early fourteenth century, limiting the control of the Operaio and favouring a greater collegiality on matters of employment, finance and the choice and enactment of all works. 82 In Florence, the design-choices of the cathedral master-builder were strictly dependent on the Operai, and commissions, in part composed of experts, were often specially appointed to evaluate alternative proposals. Important decisions, moreover, were always submitted to commissions, which played a decisive role, and a system involving commissions composed of operai, master-builders, external experts, and ordinary citizens that held regular meetings, became standard administrative practice during the second half of the century. 83

Recourse to panels of experts was normal practice, in fact, with regard to many of the great Italian building-projects over successive centuries and in many different geographical areas. 84

Project administration at Milan and elsewhere was partly fashioned, too, on the model of the ‘disputes’ staged at mediaeval universities, to judge from the written form in which building debates were recorded, the disputatio or the established working-method of ‘disputing’ in order to find things out. 85 In respect to Milan Cathedral, therefore, we are not dealing with some peculiarity caused by the incompetence or uncertainty of the local Lombard architects, but rather with the standard practices that were established and administered by the Deputati.

Nor is it possible to claim that the presence of foreign master-builders was due to problems caused by the incompetence of the local Lombards who consequently turned to them. The alleged incapability of Lombards with respect to statics or structural mechanics by comparison with the Northerners is contradicted, for instance, by the fact that it was only when the French engineer Nicolas de Bonaventure had fallen out of favour with the Deputati that they decided (14 July 1390) to increase the sizes of the piers and foundations of the future cupola by three-quarters of a braccio because of the greater weight they would have to bear, and this immediately followed the appointment on 10 July of the Lombard Simone da Orsenigo in Bonaventure's place, and was well before the arrival, in December 1391, of another foreigner, Parler. 86


Ackerman's article investigates ‘the problem of Gothic theory and practice’ by analysing the published records of the cathedral. 87 In his view, ‘the history of the Cathedral is one of constant wrangling between [inadequate] local and foreign builders’. 88 The Lombards’ uncertainty had the further consequence, according to him, that ‘the section project seen by Antonio [di Vincenzo] was only the first of five different solutions’. 89 The Milanese, therefore, were ‘not moved by any conception of rational, causative relation among plan, section, and elevation’, 90 or in other words by any ‘theory’. And he found that the minutes of the meetings of 11 and 25 January 1400 (Appendix II, doc. II) were the ones in which ‘questions of theory play a major role’, revealing that the Milanese were ‘quite as deficient in practice as they are in theory’. 91 When interpreting these documents he understood the term scientia as ‘theory’, in the sense of ‘the higher learning in architecture’, or ‘abstract mathematical theory’, ‘higher geometrical principles’, ‘theory of consistent relationships’ and ‘ideal formulae’, a meaning that also included the structural mechanics of vault-thrusts. 92

But in the light of the arguments presented in Section 5 above, it seems necessary to return to the criticisms advanced by Mignot in December 1399 and January 1400, and to the often quoted – but not very well understood – statement of the Lombard engineers that ‘pointed arches do not direct thrust onto the piers’. 93 Rather than be shocked or bemused by this remark, 94 it is more useful to consider it in the circumstances in which it arose. Mignot's criticisms were presented in writing and at the repeated request of the Deputati, 95 as were the replies of the Lombard engineers, and the minutes of the meetings in which these criticisms were discussed, dated 11 and 25 January 1400 (Appendix II, doc. II), are carefully arranged according to a sequence in which each of his objections is followed immediately by the reply of the engineers, so that their points of view are clearly distinguished. These minutes, however, were compiled by notaries, along with the associated technical documents, and recorded in Latin, 96 a language which most of the engineers could not understand, and it is likely that some of the more technical details were not well expressed. 97 This is an important point to consider particularly where the written reports may seem obscure.

Passing to the contents of these reports, many of the criticisms Mignot expressed in the meeting of 11 January 1400 in various capituli or paragraphs are repetitive and clearly tendentious, and the engineers did not bother to reply to 29 of them because ‘they do not contribute substance and strength (quia non important [i.e. Mignot's capituli] substantiam neque fortitudinem), although it is not entirely clear whether the Lombards meant that Mignot's arguments had no substance and strength or, perhaps more likely, did not contribute anything useful to the dispute about the materials and the cathedral's structural stability. 98 In the second report of 25 January, Mignot added other, more general, observations which were still concerned with problems of statics (fortitudo) but were of more consequence (Appendix II, doc. II). He maintained, in his first observation, that the piers were not strong enough and should have been three times thicker, to which it was replied that they were strong enough because the stone used was much more resilient than French stone. It is Mignot's second point, however, that is the crucial one because this is where the term scientia makes an appearance. The term was given the broad meaning of ‘theory’ by Ackerman, 99 which has been generally followed in the literature, but this appears highly questionable. Throughout this whole section the term is clearly used only to refer to ‘geometry’, so that we find the expression scientia geometriae immediately followed by the terms scientia, scientia geometrica and then again scientia alone, and we should also note the apposition of the terms geometria and practica. With all this in mind, the passage assumes a different and maybe clearer meaning to that proposed by Ackerman, as the following paraphrase will indicate.

In the minutes, Mignot asserts that the four piers that will support the tiburio are not strong enough and will certainly collapse; and, further, he declares that the Lombards are ignorant (ygnorantes) when claiming that pointed arches are stronger than semicircular arches (which is true with regard to horizontal thrusts), and – worse still – that geometry (scientia geometriae) has no importance in this context since geometry (scientia) is one thing, and practical knowledge (ars) another. He then argues that practical knowledge (ars) without geometry (scientia) is worthless; that vaults, whether pointed or semicircular, are useless without good foundations; 100 and that, in any case, pointed vaults weigh more. The Lombards then reply by emphasising structural considerations, stating that the four piers are built on a square plan according to the principles of geometry (geometria); that it is untrue that they were additionally supported by the sacristies; and that they were soundly built of big blocks of stone tightly bound together with iron dowels, as they had already explained in the preceding minutes. They then add (Appendix II, doc. II):

that the weight of those three piers [a mistake for ‘four’] will be discharged equally onto the square perimeter [of the plan of the crossing] and they will be built vertically and strong, but [i.e. ‘and’] that which is vertical cannot collapse …

There will, therefore, be no eccentric thrusts outside the square formed by the four supports and the weight of the four piers of the crossing and of the tiburio above will discharge itself vertically so as to give the tiburio appropriate support. 101 Thus, when declaring that ‘pointed arches do not direct thrust onto the piers’, 102 the Lombard engineers were stating that pointed arches produced less horizontal thrust than semicircular arches, which is actually true and something the local engineers fully understood. 103

In a third argument, Mignot then insisted that the building would certainly collapse and that it was his duty to point out the defects. At this point, the engineers made use of Aristotle – very inaccurately – and argued that the church had been constructed ad triangulum, as had been established by other engineers, and that it had been designed, therefore, with ruler and compass (per rectam lineam, aut per sextum), i.e. with the use of straight lines and segments of circles for the geometrical construction of equilateral triangles and thus of the terzo acuto vaults. They concluded that what had been built had indeed been executed with both geometry (geometria) and practical knowledge (pratica), adding that Aristotle (not Mignot, as Ackerman and subsequent writers have claimed) 104 had said that geometry (scientia) is nothing without practical knowledge (ars) (Appendix II, doc. II).

It is in this context, therefore, that the Lombards stated that the science of geometry – no doubt referring to the use of perfect, regular figures such as the circle – is not relevant to such discussions since science, or rather geometry, is one thing and practice another (scientia geometriae non debet in iis locum habere eo quia scientia est unum et ars est aliud). 105

It was against this position that Mignot, not considering the static principles of the vaults, then made his now famous claim that practical knowledge without geometry is null (ars sine scientia nihil est). It thus becomes clear too that these two documents of 11 and 25 January 1400 (Appendix II, doc. II) were mostly concerned with stability and construction and the Lombard engineers correctly replied to Mignot's criticisms in terms of building practice; and this therefore undermines Ackerman's position on the matter. The questions defined by Ackerman as ‘theoretical’, or which suggest an opposition between the ‘theory’ and ‘practice’ of two opposed schools of thought, are merely part of the prescientific cultural baggage of the period, when statics or structural mechanics hardly existed as sciences. Instead, construction was validated by geometry, using elementary procedures which guaranteed a certain stability, coupled with a knowledge of local building techniques and materials. 106 In any event, Mignot certainly regarded their knowledge of geometry as defective simply because they were pursuing Stornaloco II and ignoring Stornaloco I.


There remains one further important question: is the sheet of drawings usually attributed to Antonio di Vincenzo of any use for reconstructing the early cathedral projects? Modern-day writers are more-or-less agreed – and Angiola Maria Romanini in particular has dwelt on this point 107 – that up till 1391/92 there was an initial project for an elevation ad quadratum, with a strong break between the nave and pairs of aisles of equal height. Then, according to this view (which is very different to the course of events proposed here), Stornaloco arrived and the authorities adopted a scheme of equilateral triangles. This was then changed – according to most scholars (see Section 4) – at the great conference of 1 May 1392 (Appendix II, doc. I) to a project based on Pythagorean triangles with a progressive rise of the aisles towards the centre creating a vast structure with three roofs per side, not two, which is the one that was actually built. The only source for the hypothesis that there was a project ad quadratum predating Stornaloco's arrival, however, is a free-hand drawing of the transverse section of the building which is almost invariably attributed to Antonio di Vincenzo from Bologna (Fig. 10). 108 The drawing, on a sheet which includes the plan of the cathedral and a view of one the sacristies on the verso, is usually dated 1390, before Stornaloco's arrival in Milan in 1391, on the basis of an alleged visit by Antonio to Milan to study the building in preparation for his vast project for S. Petronio in Bologna.

Fig. 10. Antonio di Vincenzo (attributed) or copyist, plan and cross-section of Milan Cathedral (Bologna, Archivio della Fabbriceria di S. Petronio; with permission)

The sheet was first published by Beltrami, who identified it as the earliest that we have of the cathedral. He dated it to 1390 partly because the plan on it shows the doors of the sacristies placed in the wrong position, that is, close to the piers of the crossing; and, in his reconstruction of events, these doors were then moved in 1391 to their present position, next to the wall-piers nearer the apse. 109 Beltrami's idea that the elevation drawing represents a project which predates that of Stornaloco of 1391 has remained the one universally accepted in the cathedral literature. 110

But what kind of elevation does the drawing show? Boito first suggested that it was ad quadratum with units of 16 (for the breadth) and 10 (for the height). 111 Frankl elaborated on this suggestion and selected certain dimensions marked on the diagram, but only those in tens (10, 30 and 40), and he also included dimensions of 50 and 60 units by adding together some of those specified on the drawing; and, to support his hypothesis, he proposed 90 units for the height of the nave vault. He thus suggested an elevation based on a module or ‘Great Unit’ of ten braccia for which he thought a yardstick of five braccia (3 m) could have been used on the building-site (Fig. 11). 112 This reconstruction has remained the one accepted by scholars including Ackerman who adopted this purely ‘utilitarian’ scheme based on dimensions of 10 units to reinforce his view that the project proceeded ‘haphazardly’. 113 Romanini, 114 followed by Antonio Cadei, 115 accepted that the scheme was devised ‘arithmetically’, and so too did Valerio Ascani. 116 But these hypotheses are highly problematic, and, instead, we will argue that the traditional date for the drawing is wrong and that the elevation does not show a scheme ad quadratum but is instead a flawed version of Stornaloco II, the adjusted version of Stornaloco I chosen on 1 May 1392.

Fig. 11. Reconstruction of the cross-section of Milan Cathedral attributed to Antonio di Vincenzo based on Frankl's hypothesis (after Ackerman, ‘Ars sine scientia nihil est’, 1949)

As regards, first, the date of the drawing, medieval cathedral administrations kept meticulous records of when and why their chief architects left their building-sites. There is no evidence that Antonio di Vincenzo visited Milan in 1390; rather the administrators of S. Petronio recorded that he visited Milan Cathedral from 17 to 27 March 1393 with a famulus (servant), and then the cathedral in Florence for six days, from 30 March 1393, to recruit stone-masons for S. Petronio. 117 If our sheet of drawings is connected with the activities of Antonio di Vincenzo, then we must date it (or its sources) to March 1393 and this means that it comes after, not before, the revision of Stornaloco's scheme in May 1392.

As regards, secondly, the hypothesis that we are dealing with an elevation based on dimensions of 16-by-10 units, this becomes more and more improbable when we examine the actual dimensional annotations that are marked on the elevation drawing, which are as follows:

A [on the exterior aisle pier]: ‘braza XXX milanese piiando el capitelo’ (30 Milanese braccia including the capital)

B [on the inner aisle pier]: ‘braza XXXX perfino soto el capitelo’ (40 braccia up to below the capital)

C [the tabernacle capital of the inner aisle]: ‘braza X’ (10 braccia)

D [along the vault of the nave]: ‘braza X’, ‘b. III’, ‘b. VI’ (10 braccia, 3 braccia, 6 braccia)

E [bottom left]: ‘va alta la cupola del mezo braza C.XIII’ (the cupola in the middle goes up to 113 braccia’).

These are supplemented on the verso (Fig. 12) by the following inscription:

alteza di santa maria rotonda da roma/sie braza lxxvj milanexi / largeza de la dita sie braza lxxvj / alteza de san lorenzo da milano / sie braza lxxvi / largeza di detta chiexa sie braza otanta’ (the height of Santa Maria rotunda in Rome is 76 Milanese braccia / the breadth of the same is 76 braccia / the height of San Lorenzo is 76 braccia / the breadth of said church is 80 braccia). 118

Fig. 12. Antonio di Vincenzo (attributed) or copyist, external elevation of the sacristy of Milan Cathedral (verso of Fig. 10)

From this we can conclude the following. The requisite curvature of ‘pointed-third’ arches, used universally in the cathedral, cannot be generated using a grid of rectangles of 16-by-10 units, because these rectangles could have not matched the required heights; and, furthermore, measurements of 10 units are never mentioned in the cathedral's copious documentation, while the figures of 3 and 6 units, as well as that of 113 braccia used for the height of the tiburio, have nothing to do with a system based on 10.

The sequence of 10, 3 and 6 braccia, marked above the tabernacle-capitals above the central piers and separated by pen-strokes, corresponds pretty well to (i) the height of the shafts of the half-piers attached to the walls of the nave; (ii) the height of the capitals of those half-piers; and (iii) the height of the wall between the capitals and the upper windows. The number 113 mentioned for the height of the cupola is as close as could be to the dimension of 112 units, which was the figure decided on by Amadeo and Dolcebuono in 1490 when they announced the dimensions of their cupola; 119 and, in any case 113, or rather 112, is not a multiple of 10. 120 It is also of great importance that on the verso the heights of the vaults of the Pantheon in Rome and S. Lorenzo in Milan are recorded as 76 braccia. The mention of these heights would be inexplicable and irrelevant if they were not regarded as the same as that envisaged for the vault of the cathedral nave, which was, of course, 76 braccia according to Stornaloco II; and, again, 76 is not a multiple of 10.

The hypothesis that the elevation illustrates a scheme of dimensions of 16-by-10 units resulted mainly from a simple error (one among many) made by the draughtsman who placed the great tabernacle-capitals of 10 braccia in the wrong position, with the result that his elevation turns into nonsense when it arrives at the height of the nave-vault. As a result, he placed the capitals, 10 braccia high, on top of the piers of the inner aisles and nave, which he says are 40 braccia tall, so arriving at a height of 50 braccia. He then added the half-piers 10 braccia high attached to the inner faces of the nave walls above the great capitals, arriving at a height of 60 braccia for the nave-vault imposts. 121 But since the nave-vault was intended to reach 76 braccia, as indicated on the verso, it would have been impossible to construct a vault arriving at 76 braccia from a springing point of 60 braccia, because such a vault would be only 16 braccia high and could not be a ‘pointed-third’.

The true location of these key elements was specified on 1 May 1392 when they moved to Stornaloco II (Appendix II, doc. I). The document reads as follows:

Q. How many braccia high must the piers supporting the nave or the middle nave [ie. the inner aisle] be?

A. They announced that those piers, including the bases and capitals, should rise to 40 braccia and no further. [Our italics]

Q. How many braccia high should the minor piers or rather the piers of the chapels [i.e. those of the outer aisles] and the half-piers [i.e. those attached to the inner faces of the walls above the piers of the nave] rise, which, with the wall above them, should extend up to the arches aligned along the nave?

A. They replied and announced that those smaller piers [of the outer aisles] should be 28 braccia high; and that the half-piers [of the nave] to be built above them up to the arches should be 12 braccia high, including in those dimensions the bases and capitals’. [Our italics]

In other words, the height of the outer-aisle piers remains 28 braccia; the height of the inner-aisle and nave-piers should be 40 braccia, including the great capitals and bases; the half-piers attached to the walls above the nave-piers should arrive at 12 braccia (not the 10 + 3 indicated on our drawing), and this makes the height of the nave imposts 52 (40 + 12) braccia. It means that, if we restore the capitals in the drawing to their correct positions as part of the 40 braccia heights of the inner aisle- and nave-piers – or rather we restore what the written specifications should have said about them – then the springing-point of the nave-arches arrives at 52 braccia, not 60, and there is space for ‘pointed-third’ vaults of 24 braccia arriving at the apex of 76 braccia required by Stornaloco II and implied on the verso (Fig. 12, bottom right). 122

The conclusion, therefore, is that the elevation is an incompetent version of Stornaloco II, of which it reproduces the dimensions more or less accurately. The piers of the external aisles are indicated in the drawing as 30 braccia in height instead of 28 and the piers of the inner aisles at 40 braccia as in Stornaloco II; if the mistake of placing the capitals too high is corrected, then the nave-imposts arrive at 53 braccia (40 + 10 + 3) instead of 52; the height of the nave-vault is 76 braccia as in Stornaloco II; and the height of the tiburio is 113 braccia instead of 112. Thus, if all this is correct, then the drawing is of little value for reconstructing the history of the debates about the cathedral during the early 1390s.

What else can we say about this and the other drawings on the folio (Figs. 10 and 12)? The sheet is now in the archive of S. Petronio in Bologna but we know nothing of its movements before its arrival there. It bears a single watermark consisting of a circle surrounded by five petals of nearly equal size that do not overlap but meet where they touch the circle. Each petal is formed of just over three-quarters of the circumference of a circle with slight distortions and there is no other decoration (Fig. 13). The various repertories of watermarks cite no examples of five-petal flowers anywhere before 1413. 123 All the Italian examples date from 1413 to 1446 and all originate from Bergamo, Como, Milan, Pavia and Piacenza: none are recorded for Bologna. There is, therefore, a prima facie (although not a watertight) case for supposing that the drawings were made in the second or third decade of the Quattrocento. If this is correct, and bearing in mind that Antonio di Vincenzo died between April 1401 and September 1402, 124 then he cannot have been the author of our drawings.

Fig. 13. Antonio di Vincenzo (attributed) or copyist, plan and cross-section of Milan Cathedral (as Fig. 10): detail showing watermark

Above, we argued that the elevation drawing, or its source, reflects the Stornaloco II scheme adopted in May 1392. We should now ask, therefore, whether our drawings or their sources could in fact be dated to March 1393, when Antonio visited Milan, not least because the plan is marked up in Bolognese feet and the drawing is now in the S. Petronio archive. 125 The evidence of the watermark, however, is still disquieting, perhaps fatal, to attempts to date the drawings to the 1390s – as opposed to the sources on which they could have been based. And the fact that the elevation-drawing is marked up in Milanese braccia not Bolognese feet presents a further problem, although there is still a good chance that the drawings are all copies of others produced in the 1390s.

So does the history of the cathedral confirm or contradict a hypothesis that the sources for the drawings are perhaps dateable to March 1393 when Antonio di Vincenzo made his trip to Milan? With regard to the ground-plan, it is remarkable that, despite the presence of accurate written dimensions of the building itself, it includes some startling errors, in addition to that relating to the position of the sacristy doors. The arms of the transepts have three bays instead of two, and the author had also begun to draw two other bays at the west of the right transept but then crossed them out. With respect to the sacristy doors, their erroneous location in the drawing is almost certainly a simple mistake and not an indication that their locations were subsequently changed, as was suggested by Beltrami and Boito. 126 Their position had been established some time before 1390 when it was decided to ‘polish the marble sculptures of the doors of the sacristies’. 127 There is thus no reason to think that they and their sculptures were moved from one place to another, and they appear in their present positions on Cesariano's plan (Fig. 14), which derives from a drawing, now lost, dateable to before January 1394. 128 On the Bolognese drawing a door with a central pier or column is shown in the left transept, and the authorities discussed the designamentum (design) of such a door at the meeting of 1 May 1392 (Appendix II, doc. I), which was a year before Antonio's visit. 129 In addition, the four piers of the crossing are shown to be larger than the others, so the drawing's source must be dated to after the decision to enlarge those piers in 14 July 1390, so again before Antonio's visit.

Fig. 14. Detail of ground-plan of Milan cathedral (from C. Cesariano, Di Lucio Vitruvio Pollione de Architectura, 1521, 14r). The plan, based on an older plan dateable to 1390–94, shows the reinforced piers below the cupola, the doors of the sacristies in their present positions and the sacristies without their vaults

The plan extends to the bottom of the sheet, presumably implying a nave of eight bays. It comprises 32 piers (or 34 if we include the extra bays wrongly added to the transepts). But the draughtsman also included measurements of some of the distances between the piers in the second bay of the inner aisle, away from the crossing in the direction of the façade; but he could not have measured the building itself as it was in 1393 because it had not yet reached as far as the nave and aisles. Apparently, by 1400 only 22 piers had been constructed and they comprised all those in the apse and transepts and two of the four at the junction of the transepts with the nave and aisles. 130 So it may well be that our architect was measuring a drawing or model of the building (conceivably that made under the supervision of Simone Cavagnera in 1392), not the actual building, and that he was then converting the dimensions into those of the building itself but using Bolognese piedi.

Finally, we may also have a terminus ante quem for the source of the drawing of the plan, because the sacristy vaults are not shown in the drawing, nor are they present in the plan published by Cesariano (Fig. 14). The decision to start building them came in January 1394, after Antonio's visit of March 1393, 131 so the source for our ground-plan, and for Cesariano's, must therefore be dated to before 1394. With respect to the source for the ground-plan, then, there appears to be nothing to prevent us dating it to 1393.

The elevation-drawing shows the great capitals 10 braccia high on top of the piers of the nave and inner aisles. Stornaloco would not have mentioned or drawn them, even if they had been designed and approved by September 1391, because his scheme was strictly skeleton-like. But in February 1392 (a month before Antonio's visit), Parler presented a wooden model for the capitals, this being the first documented mention of them. 132 From June 1393 to February 1396 various other drawings and life-size models of them were made and put in place, 133 and on 17 April 1396, when the archbishop had to decide which type of capital he wanted, he said that he liked those constructed in the form of ‘tabernacles with the intention of placing marble figures in them’. These capitals were evidently similar in form and height (10 braccia) to those seen in our drawing. 134 The conclusion from this is that, since our elevation drawing or its sources apparently date to 1393, then the general design of the great tabernacle-capitals, regarding their size and the fact that they should include niches with statuary, had already been established by Parler and perhaps others by February 1392. 135

The author of the elevation-drawing is certainly not reproducing an original drawing with the dimensions marked on it in Milanese braccia, since, if so, the inaccuracies with respect to the dimensions and the placement of the great capitals would be incomprehensible. One wonders, therefore, whether he was drawing the elevation from the Cavagnera model, illustrating Stornaloco I, which had been completed by May 1392; but after realising that the dimensions had been altered in accordance with Stornaloco II, either he, or perhaps his copyist, tried to indicate them with captions.

Finally, it is clear that the drawing on the verso (or its original) of the exterior of the North sacristy must be dated before 1403, because it shows the building before it was realised in its present form with the Carelli spire put in place in that year (Fig. 12). 136 All told, therefore, the information incorporated in this drawing, and in the plan and elevation does not preclude us from dating them or their sources to 1393.

But are we dealing with original drawings by Antonio di Vincenzo or with copies? If, notwithstanding the evidence of the watermark, the drawings now in Bologna were made at the cathedral in Milan in March 1393 by Antonio di Vincenzo, one the great architects of the late Trecento, who then took them back to Bologna, why do they include so many errors in plan and elevation and, above all, why do they use two systems of measurement? Unfortunately, we have no other drawings by Antonio, and the ones for the campanile of S. Francesco at Bologna (c. 1397) that were published as copies of his drawings are clearly early twentieth-century pastiches. 137 Perhaps, instead, we really are dealing with bad copies, made in the 1410s or 1420s for reasons unknown, of originals drawn by Antonio in Milan in 1393, and taken back by him to Bologna – perhaps drawings made by him on separate sheets which were then brought together on one sheet by a copyist. The handwriting, which appears to be the same on recto and verso, would then have been added when the copy was made in Bologna, while the dimensions on the plan could derive from measurements taken by Antonio himself using Bolognese piedi that were faithfully written out again by the copyist. But, in this scenario, the origin of the mistakes on the plan would still remain inexplicable as would the fact that no paper bearing the five-petal flower is recorded for Bologna from the 1410s or 1420s.

The problem with the elevation drawing is caused by the captions with their contradictory and nonsensical dimensions. Had Antonio made a drawing of the elevation without indicating dimensions and was it our hypothetical copyist who, with only a vague knowledge of Stornaloco II, added the captions with the mistakes we have noted? Yet the fact that the dimensions are reported in Milanese braccia would presumably tell us that the copyist was Milanese, not Bolognese, 138 so it may be that the solution to this Gordian Knot is that the drawings are all copies of original drawings made by different authors for different reasons in 1393 which were then concentrated on one sheet some 30 or 40 years later.


The hypothesis, then, of an initial project for the cathedral based on a module of 16-by-10 braccia, proposed by Frankl and others on the basis of the Bologna drawing, is unacceptable for the reasons given above, while a hypothetical project ad quadratum, based on a module of 16-by-16 units, which has been attributed to Parler, results from an erroneous deduction from the document of 1 May 1392 (Appendix II, doc. I). There is indeed a reference to an elevation ad quadratum in this document, but we can show that an ad triangulum project for the cathedral elevation existed before Stornaloco's intervention and remained valid thereafter.

It is also absolutely clear from the documents, especially from the minute of 15 May 1401 (Appendix II, doc. III), that Jean Mignot did not propose a new project, but a return to Stornaloco I as against Stornaloco II: the height of the nave, which he wanted to raise by 8 braccia, would have in fact arrived at 84 braccia as in Stornaloco I. 139 It is equally clear, too, that Mignot's project was identical to that of Parler, in that both of them wanted to revive Stornaloco I. 140 As we have seen, Guidolo Della Croce, with Giovanni Alcherio and Simone da Cavagnera, supported Mignot's position in the meeting of 15 May 1401 (Appendix II, doc. III), and on that occasion he said:

I am certain that one cannot build it more beautifully or more laudably, and that Mignot is a real master of geometry, since I find that his projects are very similar to those of the most excellent Master Enrico [Parler], whom we had here some time ago, as though sent to us by God, and whom we would have still, had we not expelled him. 141

The identity of Mignot and Parler's projects is confirmed by an extraordinary document of 20 December 1401 containing a ferociously vituperative denunciation of the dishonesty and incompetence of the Milanese architects, Marco da Carona and Antonio Paderno, who were enacting Stornaloco II, and of the fact that Parler and Mignot had been dismissed. Some citizens then exhorted the duke to establish an independent commission to weigh up the rival projects, none of which would make sense if Mignot's project was not identical to Parler's, in that both wanted to build according to Stornaloco I. 142 The document of 15 May 1401 (Appendix II, doc. III) also confirms that Parler's proposal was the same as that presented by Annes of Freiburg just before Stornaloco's arrival. Thus, to sum up, the first documented reference to a scheme ad triangulum is to that of Annes of Freiburg (engineer from January to June 1391), and this was then followed by Stornaloco's (October 1391), then by Parler's (engineer from December 1391 to July 1392), and then that of Mignot (engineer from October 1399 to October 1401). We therefore have a prima facie case for supposing that a system of equilateral triangles (and rectangles) had been developed by a German architect before Stornaloco, and that Annes of Freiburg, presumably identical to the ‘Anechino de Alamania’ who had made the lead model of the tiburio in 1387, 143 was presumably the first architect to propose the ad triangulum system for the elevation of the greatest Italian Gothic structure ever built. 144

Stornaloco's task in October 1392, therefore, was not to develop a new project, but to perfect, validate and verify one that already existed in the light of the science of geometry, and thereafter the authorities and architects never thought seriously of changing its general principles. 145 They continued following his scheme in the late Quattrocento as Stefano Dulcino testified; 146 in the Cinquecento it was re-elaborated in great detail by Cesare Cesariano 147 and remained the sine qua non of the studies of the cathedral conducted by Ambrogio Nava and Giuseppe Mongeri in the Nineteenth Century. 148 It was only with the arrival of Beltrami that anybody began to think that Stornaloco had played an ‘insignificant role’ with respect to the elevation and that his project had been abandoned. 149

When, finally, the discussions of the late 1480s – in which Leonardo da Vinci, Donato Bramante, Francesco di Giorgio Martini, Luca Fancelli and many others participated – culminated in a decisive meeting held in July 1490 in the presence of all the protagonists and with the participation of the duke himself, Stornaloco's scheme remained the foundation, never to be abandoned, on which the Lombard architects, Giovanni Antonio Amadeo and Giacomo Dolcebuono, with a contribution from Francesco di Giorgio, constructed the cathedral's great tiburio. 150


Sections 1–6 and 8 and Appendix II were written by Giulia Ceriani Sebregondi; Section 7 and Appendix I were written by Richard Schofield.


1 For a survey of the history of the cathedral in the European context, see Wilson, Christopher, The Gothic Cathedral; the Architecture of the Great Church 1130–1530 (London, 1990), pp. 268–76, a view generally accepted by scholars and based essentially on Ackerman, James S., ‘“Ars sine scientia nihil est”; Gothic Theory of Architecture at the Cathedral of Milan’, The Art Bulletin, 31, 2 (1949), pp. 84111 (reprinted in idem, Distance Points; Essays in Theory and Renaissance Art and Architecture (Cambridge, 1991), pp. 211–68), and on Romanini, Angiola Maria, ‘Architettura’, in Il Duomo di Milano, ed. da Passano, Carlo Ferrari, Romanini, Angiola Maria and Brivio, Ernesto, 2 vols (Milan, 1973), I, pp. 97232 . For the chronology, similarly based on Romanini, see Frankl, Paul, Gothic Architecture [1962], ed. Crossley, Paul (New Haven–London, 2000), pp. 351–52, which reviews the most recent bibliography, including Ascani, Valerio, ‘Le dessin d'architecture medieval en Italie’, in Les Bâtisseurs des cathédrales gothiques, ed. Recht, Roland (Strasbourg, 1989), pp. 255–78; Cadei, Antonio, ‘Cultura artistica delle cattedrali: due esempi a Milano’, Arte medievale, 5 (1991), pp. 83104 ; White, John, Art and Architecture in Italy, 1250–1400 (New Haven–London, 1993), pp. 517–31; Welch, Evelyn, Art and Authority in Renaissance Milan (New Haven–London, 1995), pp. 49114 ; Kidson, Peter, ‘Three Footnotes to the Milan Debates’, in Arte d'Occidente; temi e metodi. Studi in onore di Angiola Maria Romanini, ed. Cadei, Antonio, 3 vols (Rome, 1999), I, pp. 269–78.

2 This complex of problems has been considered repeatedly by scholars from Luca Beltrami onwards. Recently, Trachtenberg has cited the case of Milan Cathedral, wondering ‘how the architecture culture of the period avoided – if it did – turning its long-lived building projects into a cadavre exquis, the earlier Dadaist adoption of the child's game in which the head is drawn at the top of a sheet of paper, which is folded, then a body drawn, the paper refolded, legs drawn, and so on, then finally unfolded to produce a grotesque hybrid figure that in the Dada interpretation was a monster released from the subconscious. One wonders whether traditional historical criticism is correct when suggesting, in effect, that building procedures in the period often resembled the Dadaist game – as in, for example, James Ackerman's celebrated analysis of the planning of Milan Cathedral’; see Trachtenberg, Marvin, Building-in-Time from Giotto to Alberti and Modern Oblivion (New Haven–London, 2010), p. 67 .

3 Booz, Paul, Der Baumeister der Gotik (Munich, 1956), pp. 5152 , following Cesariano's edition of Vitruvius (Cesare Cesariano, Di Lucio Vitruvio Pollione de architectura libri dece traducti de latino in vulgare, Como, 1521, fol. XIVr; see our Fig. 14), tries to lay a system of equilateral triangles over the plan, but without much success.

4 13 October 1391: Nava, Ambrogio, Memorie e documenti storici intorno all'origine, alle vicende ed ai riti del Duomo di Milano (Milan, 1854), p. 27 ; Annali della fabbrica del Duomo di Milano dall'origine fino al presente pubblicati a cura della sua amministrazione, 9 vols (Milan, 1877–85), I, p. 55 . The Deputati of the Cathedral had already called a meeting in August to discuss ‘longitudinem pillonorum et altitudinem ecclesiae’ (24 August 1391: Annali, I, p. 53) and on 24 September they decided to write to Stornaloco. For Stornaloco's name, see Fiori, Giorgio, ‘Stornaloco o Scovaloca? La famiglia di un matematico piacentino del Trecento’, Bollettino storico piacentino, 18 (1986), pp. 253–54.

5 Between 1386, the traditional date of the beginning of work on the cathedral, and 1391, the piers in the apse and those next to them were constructed with the foundations and parts of the perimeter walls.

6 According to Franchetti, the breadth of the aisles and nave taken together is 96 br., 11 on., 3 punti (equivalent to 57.67 m); see Franchetti, Gaetano, Storia e descrizione del Duomo di Milano esposte da Gaetano Franchetti e corredate di xxx tavole incise (Milano, 1821).

7 Here one can agree with Cohen who, when paraphrasing Crosby, Alfred W. (Measure of Reality: Quantification and Western Society, 1250–1600 (Cambridge, 1996), pp. 121–22), focuses on the approximation established by Stornaloco for the height of the equilateral triangle from 83.138 to 84, and underlines how ‘for Stornaloco the message, equilateral triangle, is more important than the vehicle, a significantly compromised equilateral triangle’, which ‘could for all practical purposes be considered identical, with the advantage of being divisible into modules of 14 units’; see Cohen, Matthew A., Beyond Beauty: Re-examining Architectural Proportion Through the Basilica of San Lorenzo and Santo Spirito in Florence (Venice, 2011), pp. 250–51.

8 Frankl, Paul, ‘The Secret of the Mediaeval Masons’, The Art Bulletin, 27, 1 (1945), pp. 4660 ; idem, The Gothic. Literary Sources and Interpretations Through Eight Centuries (Princeton NJ, 1960), pp. 6383 .

9 Frankl, ‘The Secret’, p. 53, followed by Ackerman, ‘Ars sine scientia’, p. 90.

10 Frankl, ‘The Secret’, p. 59.

11 Panofsky, Erwin, ‘An Explanation of Stornaloco's Formula’, The Art Bulletin, 27, 1 (1945), pp. 6164 (p. 61). At the beginning of this article Panofsky maintained that the 96 quantitates equalled 12 unitates and he insisted throughout his article on the difference between unitates and quantitates, making it particularly difficult to follow his explanation. But it does not seem that Stornaloco used two systems or modules in his text, although such a distinction helped to corroborate Frankl's hypothesis about the ‘Great Unit’ (see our Section 2).

12 Panofsky, ‘An eExplanation’, p. 62.

13 Kidson, ‘Three Footnotes’.

14 Ibid. , p. 270.

15 Ibid. , p. 271: ‘the vagueness of the final stages of the deduction may have been deliberate’.

16 Ibid. , p. 269.

17 Ibid. , p. 273.

18 Beaujouan, Guy, ‘Calcul d'expert, en 1391, sur le chantier du Dôme de Milan’, Le Moyen âge: bulletin mensuel d'histoire et de philologie, 69 (1963), pp. 555–63; briefly re-discussed in idem, ‘Réflexions sur les rapports entre theorie et pratique au Moyen Age’, in The Cultural Context of Medieval Learning. Proceedings of the First International Colloquium on Philosophy, Science, and Theology in the Middle Ages, September 1973 ( Boston Studies in the Philosophy of Science, vol. 26), ed. Murdoch, J.E. and Sylla, E.D. (Dordrecht–Boston, 1975), pp. 449–63 (p. 445).

19 ‘Erit ergo linea AD que est altitudo sumitatis eclexie radix de duc[tione] in xx senaria quia tregesime, quod est aliquid minus de LXXXIIII’, where ductio in means ‘multiplication by’ in contemporary mathematical Latin. Smith, D.E., in History of Mathematics, 2 vols (New York, 1958), 2, pp. 102 , 105, shows how the verb ducere in and the noun ductus in were used for multiplying and multiplication in medieval and Renaissance texts. See Appendix I, for other examples and the discussion of Beaujouan's emendation.

20 Frankl, ‘The Secret’, p. 50.

21 Kossmann, Bernhard, Einstens maßgebende Gesetze bei der Grundrissgestaltung von Kirchenbauten (Strasbourg, 1925).

22 Frankl, ‘The Secret’, pp. 51–52.

23 Ibid. , pp. 52–53.

24 Ibid. , pp. 50, 51.

25 Ibid. , p. 56.

26 Toker, Franklin, ‘Gothic Architecture by Remote Control: an Illustrated Building Contract of 1340’, The Art Bulletin, 67, 1 (1985), pp. 6795 (p. 82). Toker (p. 80) reports that the dimensions indicated in the Sienese text and drawing tell us that the designer came from the culture of ‘constructive geometry’ diffused all over Europe, which used the two most widely available and reliable schemes, those ad triangulum and ad quadratum. The author, however, whilst providing a different, simpler and more acceptable solution to that proposed by Frankl, agrees with him about the reason for the summons of Stornaloco to the cathedral in Milan and suggests that such geometric solutions were for the ‘ordinary builders’ for whom a mathematician was not available (p. 82). Toker amplifies his argument in idem, Il contratto del 1340: un “unicum” nell'architettura europea’, in Palazzo Sansedoni, ed. Gabbrielli, Fabio (Siena, 2004), pp. 193228 (pp. 206–17 for the subjects discussed above).

27 Cesariano, Di Lucio Vitruvio Pollione, f. 98r, fig. KLMN, with the text: ‘hora resta distinguere la tertia figure excipita dal pariquadrato signato KLMN, la cui diagonale linea si è LM, quale, si il centro del circino collocarai in la littera L, tangendo con laltro centro la littera M, una portione circinarai in sino a la recta linea adiecta da N ad P, quale adiecta serà de più undeci vigintiquattresimi: si como te denota manifestamente la quadratura, si la partirai in duodece parte, epso adiecto serà più cinque & media, ivi signarai QR, per il che concluderai la sua superfice ultima da O a P, refferendo una Hipotamissa in sino ad M, per la qual cosa, volendo performare questo peristyliato atrio seu parte anteriore, ivi collocarai la dicta figura (italics and punctuation mine)’; see Toker, ‘Gothic Architecture’, p. 82.

28 Frankl, ‘The Secret’, p. 50.

29 Gerbino came to much the same conclusion, noting that it is crucial to recognise the distance between the educated elites and the traditional craft-culture. The practical apprenticeship given to future masters offered graphic solutions and empirical procedures based on simple arithmetical and geometrical relationships for most of the problems. These methods reflected the manual character of the design-process in which the elements were not treated in terms of abstract numbers and dimensions; see Gerbino, Anthony, ‘Introduction’, in Geometrical Objects: Architecture and the Mathematical Sciences 1400–1800, ed. Gerbino, Anthony (Cham, 2014), pp. 146 , especially pp. 4–5. But as an example of his main argument about the interaction between high and low mathematics and between geometrical design and arithmetic calculation, he cites (pp. 6–12) once again the case of Milan Cathedral, still accepting the interpretations offered by Frankl, Panofsky, and Ackerman. According to Gerbino, Stornaloco's solution to the problem of working out incommensurable heights was truly ‘decoded’ by Frankl and Panofsky, according to whom Stornaloco solved it by translating it into a true four-step algorism – that is, a calculation using Hindu-Arabic numerals – involving the multiplication and division of sums to three and four places. In his view, ‘Stornaloco's solution is characteristic of an academic mathematician, not a practicing builder’, but he too wonders whether the masters were unable to determine such dimensions using their own methods: ‘They were more than enough to achieve very high levels of building precision. This was true not only for equilateral triangles […], is it possible that they could have approximated it with an arithmetic rule-of-thumb, one that could relate the base of the cathedral to its height in terms of a commensurable ratio? Procedures of this kind are believed to have been used widely […]. The workshop would, in any case, have been fully capable of working out an adequate ratio for the cross-section of the church using scaled drawings or cords set out at full scale’. The real reason for summoning Stornaloco was, according to Gerbino, that the ‘clash of sensibilities [between Lombard and Northern consultants] may have led the two parties to see Stornaloco as a useful go-between’, ‘merely as a security measure’, and that Stornaloco enjoyed the ‘manipulation of the numbers themselves’. Cohen (Beyond Beauty, pp. 250–51, 256–57) follows Gerbino in stating that Stornaloco's approach was ‘more strictly mathematical than the constructive approach’ of the Lombard masters, and well beyond the ‘rudimentary, procedural arithmetic that many masons were probably familiar with’, demonstrating ‘a level of theoretical erudition that may be indicative of a university education’ which could ‘have been entirely without architectural consequences’. And that demonstrates, according to him, that the true difference was between simple and complex mathematics and not so much between geometry and mathematics.

30 Shelby, Lon R., Gothic Design Techniques: the 15th-Century Design Booklets of Mathes Roriczer and Hanns Schmuttermayer (Carbondale, 1977); Shelby, Lon R. and Mark, Robert, ‘Late Gothic Structural Design in the “Instructions” of Lorenz Lechler’, Architectura, 9 (1979), pp. 113–31 (reprinted in The Engineering of Medieval Cathedrals, ed. Courtenay, Lynn T. (Ashgate, 1997), pp. 87105 ); Toker, ‘Gothic Architecture’, p. 87.

31 Shelby, Lon R., ‘The Geometrical Knowledge of Mediaeval Master Masons’, Speculum, 47 (1972), pp. 395421 (reprinted in The Engineering of Medieval Cathedrals, pp. 27–61); Shelby and Mark, Late Gothic’, p. 104.

32 Shelby, ‘The Geometrical Knowledge’, p. 27.

33 Ibid. , pp. 30, 41, for the expressions ‘practical geometry’ and ‘constructive geometry’.

34 Ibid. , p. 42.

35 Frankl, ‘The Secret’, pp. 49–51.

36 Mortet, Victor, ‘La maîtrise d’œuvre dans les grandes constructiones du XIIIe siècle et la profession d'appareilleur’, Bulletin monumental, LXX (1906), pp. 263–70 (p. 267).

37 Frankl, ‘The Secret’, p. 49.

38 In his drawings Peruzzi usually used the Sienese braccio, the Roman palmo and the ancient piede; for example, on Florence, Uffizi, 531Ar, a project for Palazzo Massimo alle Colonne in Rome, he used the palmo; on Ibid., 494Ar, a project for the cathedral in Siena, the braccio; on Ibid., 390Ar, a drawing of the Temple of Venus Genitrix in Rome, the piede. With regards to Antonio da Sangallo the Younger, we can cite Ibid., 189Ar, showing the façade of the Zecca at Castro, for the Roman palmo; and Ibid., 931Ar, a project for the Fortezza da Basso, Florence, for the Florentine braccio. Many of the units of measurement used by him depended on the place where he was working: Bolognese piedi (Ibid., 727Ar), braccia of Ravenna (Ibid., 778Ar), braccia of Piacenza (Ibid., 1395Ar), ancient piedi (Ibid., 796Ar), piedi of Foligno (Ibid., 877Ar–v), etc.

39 Toker, ‘Gothic architecture’, p. 85.

40 Ibid. , pp. 69–71, 88; Cadei, ‘Cultura artistica’. Cadei demonstrates that there is abundant evidence that the procedures for geometric modularity were widely used and did not depend in any way on the arithmetic calculation of dimensions, yet he still follows Frankl's hypothesis that there was a first project for the cathedral in Milan based on modules of 16×10 units without ‘geometrical’ characteristics and based on a system of Milanese braccia, as well as the idea that Stornaloco was summoned to Milan to translate the geometrical construction of a new project ad triangulum into numerical values. Cadei concludes that the new elevation based on Pythagorean triangles proposed by Beltrami was intended to create a manageable metric system, or rather a modern system of numerical quantification; and further, that it was in this respect that the operation in Milan was different, since it moved away from constructive geometry to a system of metrical relationships in scale as in modern systems. See our Sections 4 and 7 for further discussion of these arguments.

41 Frankl, ‘The Secret’, pp. 57–60; Ackerman, ‘Ars sine scientia’, p. 90.

42 Frankl, ‘The Secret’, p. 57.

43 See also Cadei, ‘Cultura artistica’; Crosby, Measure of Reality, pp. 49 and 58.

44 Battisti had already pointed out the cosmological significance of the scheme; see Battisti, Eugenio, ‘Avanguardia e conservatorismo nella storia del Duomo di Milano’, in Il Duomo di Milano, atti del congresso internazionale, Milano, Museo della scienza e della tecnica, 8, 12 settembre 1968, ed. Perer, Maria Luisa Gatti, 2 vols (Milano, 1969), II, pp. 4352 (pp. 47, 49, fig. 4). This theme was taken up again by Valentini, who plausibly suggested that the vertices of the triangle, the square and the hexagon represent the positions of the trigon, the quartile and the sextile of the planets on the ecliptic; see Valentini, Giuseppe, ‘Il contributo di Gabriele Stornaloco, matematico piacentino, alla Fabbrica del Duomo di Milano’, Bollettino storico piacentino, 81 (1986), pp. 242–52 (p. 244); and idem, Il Duomo di Milano; una disputa medievale sul modello del tempio (Milano, 1990), p. 40 (concerning the twelve points of the zodiac in the heavenly vault). See also Hiscock, Nigel, The Symbol at Your Door: Number and Geometry in Religious Architecture of the Greek and Latin Middle Ages (Aldershot 2007), pp. 149–80 (on triangles); pp. 369–72 (on Milan).

45 Serlio, Sebastiano, Quinto libro d'architettura (Paris, 1547), in Sebastiano Serlio, l'architettura: i libri I–VII ed extraordinario nelle prime edizioni, ed. Fiore, Francesco Paolo (Milano, 2001), II, p. 11; Cataneo, Pietro, L'architettura (Venezia, 1567), L. VII, prop. VI, in Trattati, con l'aggiunta degli scritti di architettura di Alvise Cornaro, Francesco Giorgi, Claudio Tolomei, Giangiorgio Trissino, Giorgio Vasari, ed. Bassi, Elena and Benedetti, Sandro (Milano, 1985), p. 405 .

46 See also Bellini, Federico, Le cupole di Borromini: la ‘scienza’ costruttiva in età barocca (Milano, 2004), p. 25 .

47 Annali, I, pp. 56 and 65. ‘Symon de Placentia, magister a lignamine’ is also mentioned in the documents for the building of the Certosa of Pavia on 18 March 1402 (see Beltrami, Luca, Storia documentata della Certosa di Pavia, 2 vols (Milano, 1896), I, p. 214 ).

48 Annali, I, pp. 67, 70–71.

49 16 October 1387: dominus Simone da Cavagnera is mentioned among the Deputati in the ‘General Rules for Administration’ (Annali, I, pp. 4–5, 15); 27 February 1401: he is appointed one of the Deputati ‘per Portam’ (Ibid., p. 221); see also Ibid., pp. 90, 119, 121, 128, 174, 206, 245.

50 Sanvito doubts all this on the grounds that the design of the model was made by Simone da Cavagnera, not Stornaloco; but the timing of events plus the fact that the carpenter was from Piacenza and that Cavagnera was not an architect-engineer, make it certain that Cavagnera was only overseeing the model of Stornaloco's scheme; see Sanvito, Paolo, Il tardogotico del Duomo di Milano: architettura e decorazione intorno all'anno 1400 (Münster, 2002), p. 87 . Beltrami also suggested that the model was made according to Stornaloco's indications; see Beltrami, Luca, ‘Per la facciata del Duomo di Milano’ [1887], in Luca Beltrami e il Duomo di Milano, ed. Ramelli, Antonio Cassi (Milano, 1964), pp. 3791 (p. 77). A summary of available information on the models of the cathedral in this period can be found in Benati, Giulia, ‘Il modello ligneo del Duomo; storia documentale’, Nuovi Annali, 1 (2009), pp. 7793 (p. 77, note 1).

51 1 September 1392: ‘ita sic quod non possit videri sed stet occulta, nisi aliud declaretur’ (Annali, I, p. 82).

52 22 November 1394: Giovannino de Grassi and Giacomo de Campiliono make a ‘designamentum mensure traversus exterius et interius fabrice de versus sacrastias et altitudinis ecclesie’; see Rossi, Marco, Giovannino de Grassi: la corte e la cattedrale (Cinisello Balsamo, 1995), p. 157 , doc. 77.

53 Rossi, Giovannino de Grassi, pp. 157–70.

54 20 May 1414 (Annali, II, p. 12). Another elevation drawing of the church – from the foundations up to the top – was begun in 1399 by Giacomo Cova from Bruges, one of Mignot's companions (20 July 1399: Annali, I, p. 197); given the timing – after the arrival of Cova and Mignot together in April 1399 and before the appointment of the latter as capomastro in October – this must have been a representation of Mignot's proposal, which was a return to Stornaloco I (see our Section 4).

55 Viollet-le-Duc, Eugène, Entretiens sur l'architecture, 2 vols (Paris, 1863), I, p. 394 ; idem, Dictionnaire raisonné de l'architecture française du XI au XVI siècle, 9 vols (Paris, 1845–68), VII, pp. 534–35.

56 Beltrami, ‘Per la facciata’, especially p. 76. For equilateral triangles, see Plutarch, , De Iside et Osiride, ed. Griffiths, J.G. (Cambridge, 1970), p. 238 (381D); for Egyptian triangles, ibid., pp. 207–09 (373F–374A).

57 Cesariano, Di Lucio Vitruvio Pollione, f. 104r: ‘arcuatione si como etiam in terzo acuto como quelle de la sacra aede baricephale’.

58 Corrado Verga tested Beltrami's proportional scheme by superimposing the elevation of the cathedral as built on both projects, that ad triangulum and that with double Pythagorean triangles ( Il Duomo di Milano da Bramante–Cesariano a Stornaloco (Crema, 1980), p. 25 , fig. 9). From Verga's drawing it is clear that Beltrami's scheme, though closer to that based on the equilateral triangle, does not coincide with the building as built either, making it essential to look for a more convincing interpretation (see our Fig. 8).

59 Valentini, ‘Il contributo’; idem, Il Duomo di Milano.

60 Valentini, Il Duomo di Milano, p. 70 and fig. 7, affirms that ‘per il cumularsi delle detrazioni degli spessori, si ebbe un abbassamento di quattro braccia nelle volte mediane [which is correct], che da cinquantasei braccia di altezza del progetto scesero a cinquantadue effettive, e di sei nella nave maggiore [which is incorrect] che da ottantaquattro braccia di altezza del progetto avrebbe dovuto scendere a settantotto mentre in realtà è sessantasette e mezzo’. In fact, in line with this hypothesis, with which we broadly agree, the main vaults would have been 24 braccia high with a total height at the intrados of 76 braccia, losing 8, not 6 braccia, as the author writes. However, the cathedral as built arrives in fact at the intrados at 78 braccia, the reason being that the main vaults are slightly raised, that is, to 26 braccia in height instead of 24: see below and doc. 16 September 1410 note 70.

61 Franchetti, Storia e descrizione, pp. 26–27; Artaria, Ferdinando, Il Duomo di Milano ossia descrizione storico-critica di questo insigne tempio e degli oggetti d'arte che li adornano corredata di 65 tavole (Milano, 1823), p. 43 ; Zuccari, Fermo and de Castro, Giovanni, Il Duomo di Milano (Milano, 1863, reprint Roma, 1992); Beltrami, ‘Per la facciata’, p. 91; Siebenhüner, Herbert, Deutsche Künstler am Mailänder Dom (München, 1944); da Passano, Carlo Ferrari, ‘Storia della veneranda fabbrica: il Duomo di Milano’, in da Passano, Carlo Ferrari, Romanini, Angiola Maria and Brivio, Ernesto, Il Duomo di Milano, 2 vols (Milano, 1973), I, pp. 1196 (pp. 77–80, dis. 3–6); survey made in 2010 by Geometra Regis of the Veneranda Fabbrica del Duomo di Milano, to whom we are grateful for the information he provided on the dimensions of the cathedral. See our Tables 1 and 2.

62 11 br., 96 on. (7.11 m) according to Franchetti, Storia e descrizione.

63 4 br., 3 on. (2.53 m) according to Franchetti, Storia e descrizione.

64 Frankl (‘The Secret’, p. 56) says that all the heights of the cathedral were built half a braccio lower than those in Stornaloco I: i.e. if the height of the equilateral triangle with a base 32 is 27.7 braccia and Stornaloco rounded that up to 28, the master-builders arrived instead at 27.5 (this being followed by Ackerman, ‘Ars sine scientia’, p. 93). Frankl does not give the source for these dimensions, but it seems likely that they were based on those in Beltrami (‘Per la facciata’, p. 91). As one can see from our Table 2, the heights of the cathedral reported by various authors differ slightly, so the information provided by Frankl is not confirmed. And the explanation he proposes, that the Lombard masters rounded down by half a braccio to stay within the system of equilateral triangles, is not convincing, particularly since Frankl himself agrees with Beltrami's hypothesis about the Pythagorean triangles, and that, according to him, the masters had abandoned the heights required by the equilateral triangles and instead used lower triangles.

65 11 December 1391: ‘promisit et contentus fuit quod ipse attendat et cottidie laboret in designando et laborando in operibus fabrice ecclesie Mediolani hinc ad tres menses prossimos (Nava, Memorie e documenti, p. 30; Annali, I, p. 57); 16 May 1392: he was paid for five months work from 12 December 1391 to 12 May 1392 (Annali, Appendix I, p. 229); 7 July 1392: fired because ‘male servierit’ and ‘dedit magnum damnum et detrimentum ipsi fabricae pro suis malegestis’ (Annali, I, p. 71). For a recent discussion of the identity of Parler, see Sanvito, Il tardogotico, pp. 95–96.

66 Cf. ‘volturas sive arcus’ (Q. 5); ‘mediari sive intramezari’ (Q. 7); ‘una sala sive uno corrator’ (Q. 8); ‘pilloni minores sive pilloni cappellarum’ (Q. 11). Frankl, ‘The Secret’, p. 56.

67 Frankl, ‘The Secret’, p. 52; Ackerman, ‘Ars sine scientia’, pp. 93–94. Before them, Nava, Memorie e documenti, p. 33, who is followed by Romanini, Angiola Maria, L'architettura gotica in Lombardia, 2 vols (Milano, 1964), I, pp. 382–83, 387–88; Marco Rossi, ‘Spazio e significato nell'umanesimo milanese: il dibattito per la costruzione del tiburio del Duomo’ (tesi di laurea, Università cattolica del Sacro cuore di Milano, 1980), I, p. 44.

68 Ackerman noticed this contradiction and tried to save his argument by saying that Parler had changed his mind (‘Ars sine scientia’, p. 93, note 37). As regards Annes of Freiburg, 4 and 18 February 1391: nominated engineer (Annali, Appendix I, pp. 159, 161); 12 March 1391: request for a written version of his criticisms of the building (Nava, Memorie e documenti, p. 21; Annali, I, p. 45); 19 June 1391: removed from position of engineer, but allowed to continue as a stone-mason (Annali, I, p. 48). A certain Annex Marchestem is documented at the Fabbrica as a stone-mason between November 1393 and June 1404 – when he died – and this may also be the same person (11 November 1393: Annali, I, p. 104; 16 November 1393: Annali, I, p. 105; 18 and 19 April 1404: Annali, Appendix I, p. 268; 3 and 4 June 1404: Annali, Appendix I, p. 269).

69 For Guidolo Della Croce as Deputato, see Annali, I, pp. 28, 40, 89, 125–126, 128, 158, 201, 206 in a note on pp, 217, 240, 242, 246.

70 1410, 16 September: Infrascripti sunt ordines facti et deliberati per venerabilem virum dominum fratrem Johannem de Gluxiano et magistros Filippinum de Mutina, Christoforum de Giona, Johannem Magattum et Nicorinum Buzardum, inzignerios fabricae, videlicet: in primis deliberaverunt et ordinaverunt quod archus et croxerie et cornixete medii archus magni debeant principiari et incipere, videlicet a capitellis qui sunt facti in nave magna supra, excepto tamen suprascripto magistro Christoforo, qui dixit quod principiari debeat altius per brach. 4. Item quod dicti archus et cornixete medii archus habeant totum spigutum [but see note 71], et quod croxerie habeant illud spigutum quod eis dari comode potest, et quod etiam dicti archus sint alti a linea capitelorum in medio dicti archus, videlicet subtus clavem dicti archus, brach. 24, et quod croserie predicte vadant alte a linea capitellorum supra, subtus clavem dicte croxerie, brach. 26, et quod cornixete medii archus sint altae a linea capitelorum supra, videlicet subtus clavem, brachia 12 et unzias 2 ½ (Annali, I, pp. 302–03).

71 In the Annali the word is printed as ‘spigulum’, but it seems instead to be ‘spigutum’ to judge by the original document in the Archivio della Veneranda Fabbrica del Duomo di Milano (hereafter AFDMi), Ordinazioni capitolari, 1, fol. 440r. The adjective ‘spigutus’ means ‘pointed’, as in: super dictis capitellis deliberaverunt […] fieri facere archus spigutos […] inde dicunt quod archi spiguti non dant impulzam contrafortibus (Annali, I, p. 203); the noun should mean the same.

72 See note 71.

73 See note 70. Eventually the masters decided that the ‘cornixete medii archus sint altae a linea capitelorum supra, videlicet subtus clavem, brachia 12 et unzias 2 ½’. The ‘cornixete’, which had to start above the capitals and were pointed, are the pointed arches or cornices on the lateral walls of the nave between the main arches, within which the windows were placed (which are dealt with later on in the document), and which have a height that seems to match that indicated in the documents.

74 The Milanese architects were, according to Ackerman (‘Ars sine scientia’, p. 85), bogged down by continuous changes of architects, constant indecision and constructional mistakes due to their provincialism and lamentable theoretical and technical knowledge, which resulted, in fact, in the building proceeding ‘haphazardly, without an ultimate aim’ (p. 89). The author also speaks of the ‘provincial character’ of Lombard architecture, of architects who are ‘poorly prepared’ (p. 86); that there was ‘little evidence of technical growth’; of the fact that the ‘French and German masters who were hired to aid the architects of Milan Cathedral were bitterly received and poorly treated’; of the ‘inadequacy of the provincial tradition’ (p. 87); of the ‘difficulties encountered by the Milanese’; of their ‘great uncertainty’ (p. 88), of ‘difficulties in forming a definitive and consistent program’, of the ‘illogical order in which the problems are submitted’ (p. 92), of the ‘capricious shift in mid-air’ (p. 93) for the alleged change to the system of Pythagorean triangles proposed by Beltrami, and so on.

An interesting discussion of Ackerman's article is presented by Trachtenberg, Building-in-Time, (pp. 240–43, 266), in which the author points out Ackerman's favouritism of the Northern architects and locates his article in the context of the ‘Modernist’ historiography of the twentieth century. But although Trachtenberg states that ‘the Milanese evidently shared with the Northerners the practice of Building-in-Time and its presuppositions regarding procedure, as well as a good measure of common design language and building techniques’ – otherwise the Northerners would not have been summoned to collaborate and work on the same project – he still agrees with Ackerman when he asserts that ‘a great disparity existed in the theoretical presuppositions and cognitive and professional habits’ (p. 243), and concludes that ‘at a deep level there is a certain validity to Ackerman's take on this scene’ (p. 244).

75 Ackerman, ‘Ars sine scientia’, p. 87.

76 15 May 1389: paid as engineer from 7 May (Annali, Appendix I, pp. 82–83); 6 July 1389: taken on as general engineer (Annali, I, p. 25); 16 March 1390: designs for the windows of the apse (Nava, Memorie e documenti, p. 17; Annali, I, pp. 31–32); 22 July 1390: reduction of salary (Annali, I, p. 36); 31 July 1390: fired (Annali, I, p. 36). See Ackerman, ‘Ars sine scientia’, p. 88.

77 See note 65.

78 13 April 1399: Nava, Memorie e documenti, pp. 79–81; Annali, I, pp. 194, 197; Ferrari da Passano, ‘Storia della veneranda fabbrica’, p. 29. In fact, the Deputati decided to summon three people, Jacques Coene (with a salary of 24 fiorini), Johannes Campaniosus and his associate Mignot (salary of 20 fiorini): Mignot thus arrived with two other experts, was named last in the document and received a lower salary.

79 7 July 1398: Giovannino de Grassi (Annali, I, p. 187); 31 October 1398: Giacomo da Campione (Ferrari da Passano, ‘Storia della veneranda fabbrica’, p. 29). Mignot was eventually fired at the end of 1401 for having ‘damaged’ the building in that he had made various elements (some capitals, various blocks of stone, the roofs of the sacristies) without authorization from the Deputati (Nava, Memorie e documenti, pp. 125–26; Annali, I, pp. 237–38).

80 For the exchanges between the cathedral and other European building-sites, see Rossi, Marco, ‘Architettura e scultura tardogotica tra Milano e l'Europa; il cantiere del Duomo alla fine del Trecento’, Arte lombarda, 126 (1999), pp. 529 .

81 Even though we should not forget that the Cathedral was a civil institution and that its construction was not a direct ducal or archiepiscopal commission. See also Romanini, L'architettura gotica, pp. 354–57; Romanini, ‘Architettura’, p. 108.

82 Giorgi, Andrea, Costruire una cattedrale: l'Opera di Santa Maria di Siena tra XII e XIV secolo (Munich, 2005), pp. 73 , 75, 134.

83 Grote, Andreas, L'opera del Duomo di Firenze 1285–1370: traduzione dell'edizione originale del 1959 (Firenze, 2009), pp. 85151 . I thank Ludovica Sebregondi for calling my attention to this and other sources on the subject.

84 Examples in Patetta, Luciano, ‘Appunti sui principali concorsi di architettura del Rinascimento’, in La fabbrica, la critica, la storia: scritti in onore di Carlo Perogalli, ed. Zanella, Graziella Colmuto (Milano, 1993), pp. 5974 , although these are more concerned with the presentation of various projects rather than with the direction of building projects by Deputati. One can also think of the committees used for the great urban projects in Venice in the latter half of the sixteenth century, particularly those for the construction of the Palazzo Ducale after the fires and of the new bridge at Rialto, which involved many architects, engineers and proti (see most recently Howard, Deborah, Venice Disputed: Marc'Antonio Barbaro and Venetian Architecture, 1550–1600 (New Haven and London, 2011), pp. 136–44, 151–69).

85 Pernoud, Régine, ‘Villard, témoin de son temps’, in Carnet de Villard de Honnecourt: d'après le ms. conservé à la Bibliothèque nationale de Paris (no 19093) présenté et commenté par Alain Erlande-Brandenburg (Paris, 1986), pp. 1112 : ‘La disputatio, en leurs temps, c'est une méthode de travail; on dispute entre maître et élève, enseignants ou enseignés; […] la disputatio est un exercice d’école; on l'emploie lorsqu'on étudie la dialectique, mais aussi durant tout le cours des études, puis dans la pratique même de l'art. Et c'est ainsi qu'on trouve, en ‘disputant’. […] Villard nous apprend que l'homme de métier, de terrain qu'il est, use tout naturellement de la disputatio lui aussi’. For instance, the fact that in the reunion of 1 May 1401 Simone da Cavagnera is ‘on one side’ (‘pro parte una’) – that of Mignot – and Antonio da Paderno is ‘on the other’ (‘pro altera’) reinforces the view that ‘disputes’ are part of the decision-making process (AFDMi, Ordinazioni capitolari, I, f. 263).

86 10 July 1390: Simone da Orsenigo was nominated ‘maestro delle opere della fabbrica’ and the Deputati wrote at the same time to Monza and Venice in search of other engineers (Annali, I, p. 36); 14 luglio 1390: Nava, Memorie e documenti, p. 19 (suggesting that it was Matteo da Campione who proposed the enlargement of the piers), followed by Mongeri, Giuseppe, ‘Per la facciata del Duomo di Milano’, Il politecnico, 19, 1–2 (1887), pp. 87 and 101; Annali, I, p. 36. In any case, both architects were Italian and not Northerners.

87 Ackerman, ‘Ars sine scientia’, p. 85.

88 Ibid. , p. 87.

89 Ibid. , p. 89.

90 Ibid. , p. 94.

91 Ibid. , pp. 96, 98 in a note.

92 Ibid. , pp. 100, 101, 105, 107.

93 11 January 1400: ‘Et super dictis capitellis deliberaverunt prout deliberatum est fieri facere archus spigutos secundum ordinem datum per multos alios inzignerios bonos et expertos, inde dicunt quod archi spiguti non dant impulzam contrafortibus, et rationibus praedictis concludunt omnes contrafortes esse fortes et sufficientes ad majus onus, quapropter non indigent facere contrafortes ecclesiae in nulla parte’ (Nava, Memorie e documenti, p. 87; Annali, I, p. 203).

94 Ackerman, ‘Ars sine scientia’, p. 97 (‘It would indeed be a shock to the modern historian if this view were found to be a general currency among Gothic builders, and it is with some relief that we discover in a later discussion that it is as surprising to Mignot as it is to us’), and pp. 99 and 104.

95 22 and 30 January 1400: Nava, Memorie e documenti, p. 85.

96 11 January 1400: ‘Si provvide da’ deputati, il giorno 11, affinché il notajo Nicholino de Lovato, e que’ notaj, che scrissero le osservazioni del Mingoto, fossero compensati “de eo quod habere debent, et debeant”’ (Nava, Memorie e documenti, p. 83); ‘Deliberarono pagarsi i notaj, che scivono i difetti e rimedii necessarii per la fabbrica dietro la requisizione dell'ingegnero Giovanni Mignoto’ (Annali, I, p. 202).

97 Nava (Memorie e documenti, p. 86) had acutely warned readers about this: ‘Le censure presentate in iscritto dal Mignoto, con le risposte giustificative de’ nostri ingegneri, vennero registrate in forma notarile […], si incontreranno parole e frasi oggidì fatte inintellegibili, sia per la barbarie del latino, in cui furono dettati, sia per l'incuria degli amanuensi che li trascrissero, sia per i processi ora perduti dell'arte edificatoria, sia finalmente, nel caso attuale, per simultaneo concorso di architetti e di operaj, diversi per nazione o per lingua, i quali portando ognuno nella discussione il proprio contingente, hanno dato luogo ad un mosaico di parole’. The error of mentioning three instead of four piers as well as the use of ‘sed’ and not ‘et’ in Appendix II, doc. II, for instance, is hardly attributable to the masters and is clearly a mistake of the transcriber; in Appendix II, doc. III, the only one that answers in Italian is Simone da Cavagnera, probably because he himself is writing, while the rest of the answers were transcribed in Latin by appointed scribe-notaries.

98 Annali, I, p. 208. 21 of the 54 problems raised by Mignot concern structural technicalities and the stability of the building, and about the same number concern small discrepancies detected in the dimensions of the parts built so far; seven concern questions of style or ornament and five the architectural composition or correspondence between architectural elements.

99 Ackerman, ‘Ars sine scientia’, p. 101.

100 One wonders whether ‘fundamentum’ could be interpreted theoretically, as a principle, recalling the ‘correct’ geometrical project of Stornaloco I supported by Mignot.

101 ‘Habent maximum onus et pondus’ means, pleonastically, ‘they produce the greatest load and weight on the supports below’, since the word ‘onus’ is used in this sense in the declaration that ‘voltae acutae sunt plus fortes et cum minori onere quam voltae retondae’; ‘onus et pondus’ looks like a stock phrase. Nava (Memorie e documenti, p. 10 in a note, although not referring specifically to this passage) identifies the properties of the pointed arch precisely. Niebaum, Jens, ‘Filarete's Designs for Centrally Planned Churches in Milan and Sforzinda’, Arte lombarda, N.S., 155, 1 (2009), pp. 125–26, presents the extraordinarily unlikely hypothesis that the four ‘towers’ or piers supporting the tiburio should instead be understood as four giant towers of square plan built over the two sacristies and the first two bays of the aisles.

102 See note 93.

103 That is, ‘archi spiguti non dant lateralem impulzam contrafortibus’.

104 Ackerman, ‘Ars sine scientia’, p. 101.

106 See, for example, what the Lombards say about laying blocks of stone in alternate courses, on the difficulties of cutting blocks big enough to place them with their grains horizontal to ensure greater resistance, on the construction-methods for foundations and piers using metals dowels, or on the strength of local marble compared with Parisian sandstones (11 January 1400: Annali, I, pp. 202–05; 25 January 1400: Appendix II, doc. II). See also Bellini, Le cupole, p. 25. Romanini, L'architettura gotica, pp. 353, 412 notes 167, 170–72; Romanini, ‘Architettura’, p. 180, on the dispute between Mignot and the ‘weak cobbled-together science’ (‘debole “scientia” d'accatto’) of the Lombards, follows, as in many other matters, Frankl, Panofsky and Ackerman.

107 Romanini, L'architettura gotica, pp. 358, 361–76, 378, 380, 383–84, 385, fig. 89; Romanini, ‘Architettura’, pp. 103, 114, 164–68, 172–179, 181, 204 note 10.

108 Bologna, Archivio della fabbriceria di San Petronio, cart. 389, n. 1, 470x330 mm; L'Archivio della fabbriceria di San Petronio in Bologna. Inventario, ed. Fanti, Mario (Bologna, 2008), p. 272 . Summary in Ghisalberti, Carla, ‘cat. 6’, in The Renaissance From Brunelleschi to Michelangelo; the Representation of Architecture, ed. Millon, Henry A. and Lampugnani, Vittorio Magnago (London, 1994), pp. 429–30.

109 Beltrami, Luca, ‘Per la storia della costruzione del Duomo’, in Luca Beltrami e il Duomo di Milano, ed. Ramelli, Antonio Cassi (Milano, 1964), pp. 127–32 (p. 130).

110 Beltrami, ‘Per la storia della costruzione’, followed by Romanini, L'architettura gotica, p. 358; Romanini, ‘Architettura’, pp. 161 and 164–67. Beltrami did not specifically discuss the modularity of the elevation, but, since he dismissed Stornaloco's first project of 1391 as of no importance for the planning of the cathedral, it seems that he thought the drawing, which he dated to 1390, likewise showed a triangular project, thus anticipating and undermining Stornaloco's project.

111 Boito, Camillo, Il Duomo di Milano e i disegni per la sua facciata (Milano, 1889), p. 115 ; see also Siebenhüner, Deutsche Künstler, p. 19.

112 Frankl, ‘The Secret’, pp. 51–52.

113 Ackerman, ‘Ars sine scientia’, p. 89.

114 Romanini (L'architettura gotica, pp. 365–66 and 378) talks of a ‘libero e irregolare schema triangolato’ in which ‘non mancava però unità di misura, ad ordinare, anche se in modo approssimativo, la scansione dell'edificio in altezza. Tale unità di misura era stata fissata infatti nella misura di dieci braccia “milanesi”’. In her view the lack of regulation was the principal objection raised at the time against the engineers of the cathedral, who had begun with an ‘artigianale’ project with the height of the vaults left to trial-and-error (pp. 379 fig. 86; 404 note 63; 405note 72; Romanini, ‘Architettura’, pp. 166–67).

115 Cadei, ‘Cultura artistica’. Cadei previously took this hypothesis as read, and proposed that ‘al livello delle volte tale unità sembra passare a nove braccia col risultato che, postulando per le volte maggiori un'altezza di 27 braccia pari a tre unità, si ottiene la razionalizzazione in interi più vicina all'altezza di un triangolo equilatero di 32 braccia di base, che è appunto la larghezza della navata maggiore del Duomo’; see Antonio Cadei, Induzioni sulla determinazione delle strutture in Bramante’, in Studi bramanteschi, atti del congresso internazionale Milano, Urbino, Roma 1970 (Roma, 1974), pp. 157–70 (p. 162). It is not clear how Cadei arrived at units of 9 braccia and a height of 27 braccia for the vaults of the nave, given that, according to this hypothesis the total height of the nave would be 87 braccia (60+27) and not 76 (as is suggested on the verso of the drawing: see below); nor why 27 could be a whole-number approximation of the height of the equilateral triangle with a base of 32 braccia, since this is 27.7 braccia and should be approximated to 28.

116 Ascani, ‘Le dessin’, pp. 255–60; idem, I disegni architettonici attribuiti ad Antonio di Vincenzo: caratteristiche tecniche e ruolo degli “appunti grafici” nella prassi progettuale tardogotica’, Arte medievale, 5, 1 (1991), pp. 105–15; idem, Il Trecento disegnato: le basi progettuali dell'architettura gotica in Italia (Roma, 1997), pp. 115–17. Ascani is the scholar who first discussed the possibility that these drawings are copies.

117 For Antonio's numerous travels, see Angelo Gatti, ‘Maestro Antonio di Vincenzo, architetto bolognese’; and idem, Documenti riguardanti maestro Antonio di Vincenzo architetto bolognese’, both in Archivio storico dell'arte, 4 (1891), pp. 172–79, 194–201. The essential bolognese documents are these: 27 March 1393: ‘Magistro Antonio muratori, caputmagistro tocius laborerii supradicti, misso ex parte officialium et superstitum dicti laborerii die XVII mensis presentis ad civitatem Mediolani pro negociis dicti laborerii cum uno famulo et duobus equis in qua andata stetit decem diebus, pro expensis per eum factis dicto tempore, libras decem et septem bononinorum’ (Bologna, Archivio della fabbriceria di S. Petronio, Liber expensarum del 1393, c. CXXIIv); 5 April 1393: ‘Magistro Antonio Vicencii muratori caputmagistro tocius laborerii […] misso Florenciam die XXX marcii […] cum uno famulo et duobus equis ad perquirendum de magistris lapidum marmorearum necessariis pro laborerio predicto, pro expensis per eum factis in eundo, redeundo pro se, famulo et equis et pro Paulo Finochi de Florencia magistro dictorum lapidum, in qua andata stetit sex diebus, in summa libras undecim et soldos decem’ (Ibid., c. CCXXIII r), cited in Budriesi, Anna Laura Trombetti, ‘I primi anni del cantiere di San Petronio (1390–1397)’, in Una basilica per una città: sei secoli in San Petronio, atti del convegno di studi per il 6° centenario di fondazione della basilica di San Petronio, 1390–1990, ed. Fanti, Mario (Bologna, 1994), pp. 5175 , (pp. 61, 73 note 69); Cavazzini, Laura, Il crepuscolo della scultura medievale in Lombardia (Firenze, 2004), p. 20 .

118 Ascani (‘I disegni architettonici’, p. 113 note 12) mistakenly transcribes the number LXXVI in reference to the heights of the Pantheon and of San Lorenzo in Milan as LXXXVI.

119 The difference of one braccio, or rather the length of a ruler in Roman numerals, could be simply a slip of the pen. In the debate of 1 May 1392, the architects specifically omit the tiburio from their computations (‘non computando in mensura tiborium fiendum’, see Appendix II, doc. I), and Stornaloco makes no mention of it, although obviously its height could have been established by simply extrapolating broader, taller triangles from Stornaloco I. It had, of course, been discussed, as is proved by the mention of Annechino de Alamania's model of 1387 (‘tiborium unum pombli’: Annali, I, p. 14), by the thickening of the four great piers of the crossing (14 July 1390), and by the representations of it with a cross-vault in Cesariano's plan and in our Bolognese drawing.

120 An explanation of the number 112 by the present authors is available in Disegni per il Duomo di Milano di Antonio di Vincenzo on the site of the Corpus of Drawings of Milan Cathedral ( or in the authors’ web-sites on

121 Romanini, L'architettura gotica, p. 383, when indicating that the height of the piers at 40 braccia was one of the characteristics that remained in place from the first to the second project, seems to contradict herself by also following Frankl's reconstruction of a first project based on units of 10 in which the total height of the columns becomes 50 braccia (see the drawing reproduced on p. 379, fig. 86).

122 The captions with the dimensions are contradictory. The draughtsman says that the height of the outer aisle piers is 30 braccia (‘braza XXX milanese piiando el capitelo’), presumably meaning ‘including the capital’. He uses the word ‘pigliare’ in the same sense at the top of the page: ‘Nota che li quatro pilastri grosi che sono in mezo la croxiera zoe di la truna sono grose piedi sette onze otto [92 onc. bol. = 2.96 m = 5 br] zoe piliando tuti li botazi’. By ‘capital’, then, he seems to mean the impost moulding at the top of the shafts of the outer-aisle piers and is not referring to great tabernacle capitals, since there are no such capitals in the outer aisles. He then says that the inner-aisle piers are ‘40 braccia up to below the capital’ (‘braza XXXX perfino soto el capitelo’), and he placed the great capitals 10 braccia high on top of the 40 braccia pier shafts, arriving at 50 braccia. So the word ‘capitello’ means ‘impost moulding’ in the case of the outer aisles, but ‘great capitals’ in the case of the inner aisles and nave, which is absurd. It seems pretty clear, however, that the captions place the great capitals on top of the piers of the inner aisle and nave at the wrong height, at 40 instead of 28 braccia.

123 Briquet, Charles-Moïse, Les filigranes. Dictionnaire historique des marques du papier des leur apparition vers 1282 jusqu'en 1600, 4 vols (Leipzig, 1923, reprint New York, 1985), II, no. 6392 (Milan 1420; Bergamo 1423); 6393 (Milan 1422); Piccard, Gerhard, Wasserzeichen. Blatt. Blume. Baum (Stuttgart, 1982), pp. 2223 , nos. 618–61.

124 Quintavalle, Augusta Ghidiglia, ‘Antonio di Vincenzo’, in Dizionario biografico degli Italiani (Roma, 1961), III, pp. 581–83.

125 Beltrami (‘Per la storia della costruzione’, p. 132 note 5) suggested that the architect took the measurements from the actual building and so used Bolognese dimensions.

126 Boito, Il Duomo di Milano, p. 105. Bizarrely the same mistake occurs on the much later plan of the cathedral now in Strasburg; see Repishti, Francesco, ‘cat. II, 41’, in Arte lombarda dai Visconti agli Sforza, ed. Natale, Mauro, Romano, Serena (Milano, 2015), p. 171 .

127 Annali, Appendix I, p. 129; Cavazzini, Il crepuscolo, p. 10; the architraves are probably to be attributed to Giacomo da Campione.

128 The work on these doors continued for a number of years: the door of the south sacristy was almost completed in August 1393 (5 August 1393: modifications to the design of the decorations of Giovanni da Fernach; Nava, Memorie e documenti, p. 41; Annali, I, p. 101); by 3 October 1395 Giovannino de Grassi had completed the figures of the North sacristy door (Nava, Memorie e documenti, p. 61; Annali, I, p. 150).

129 Presumably this refers to a drawing which included the door as well as all the rest of the façade of the transept. Leonardo da Vinci also drew a plan of the cathedral between 1493 and 1497 (Codex Forster, III, f. 55v) with only one door, that ‘verso Compedo’ at the North; while Bramante, in another drawing that includes projects for Saint Peter's (Florence, Uffizi, 8Av), drew a plan of Milan Cathedral with doors at both ends of the transepts. The fact that these apertures are represented in both drawings without central pilasters is hardly significant given their very small scale.

130 11 January 1400 (Annali, I, p. 203, nos. 8–9).

131 18 January 1394: a meeting was called to decide on the form-work for the sacristy vaults (Annali, I, p. 108); 5 June 1394: it is decided to construct the form-work (Annali, I, p. 115).

132 2 February 1392 (Annali, I, p. 64).

133 8 June 1393 (Annali, I, p. 99); 14 December 1393 (Annali, I, p. 105); 20 May 1395 (Annali, I, p. 142); 3 October 1395 (Annali, I, p. 150); 9 January 1396 (Annali, I, p. 156); 2 February 1396 (Annali, I, p. 158).

134 16 April 1396: meeting to discuss the final shape of the capitals (Nava, Memorie e documenti, p. 66; Annali, I, p. 162). On these sculptural elements see Antonio Cadei, ‘I capitelli più antichi del Duomo di Milano’, in Il Duomo di Milano, atti del congresso, I, pp. 77–88. Cadei, however, followed Romanini (L'architettura gotica, p. 360) in dating the Antonio da Vincenzo drawing to the middle of 1390, and this was also accepted by Ascani (‘I disegni architettonici’, p. 113 note 25).

135 Annali, I, p. 64.

136 Romanini, ‘Architettura’, p. 171; Rossi, Giovannino de Grassi, pp. 90–91.

137 For the alleged copies of Antonio's drawings made by Severino Tattini, now lost, see Rubbiani, Alfonso, La Chiesa di San Francesco in Bologna (Bologna, 1886), pp. 47ff; Zucchini, Guido, ‘Disegni di Antonio di Vincenzo per il campanile di San Francesco a Bologna’, Architettura ed arti decorative, 1, 6 (1922), pp. 526–35. The three designs for campaniles are in strict orthogonal projection with a ground-plan below two of them. Rubbiani says they are inscribed with dates (15 November 1396, 25 February 1397, 11 December 1400), but these are not visible on his photograph. The campaniles look like pastiches based on the campanile in Florence and that of San Francesco itself with an admixture of decorative elements taken from local buildings such as the Loggia della Mercanzia, S. Petronio and the campanile di S. Domenico: see Armandi, Anna Maria Matteucci, ‘Il gotico cittadino di Antonio di Vincenzo’, in Il tramonto del Medioevo a Bologna; il cantiere di San Petronio, ed. D'Amico, Rosalba and Grandi, Renzo (Bologna, 1987), pp. 2754 (p. 52 note 18).

138 See Maria Lodynska-Kosinska, ‘Quelques remarques au sujet du dessins d'Antonio di Vincenzo’, in Il Duomo di Milano, atti del congresso, I, pp. 129–31. Lodynska-Kosinska dates the design – as usual – to about 1390, and notes (p. 129) how ‘le tracé géométrique, visible sur son dessin, est caracteristique pour les méthodes employeés aux dessins architectoniques par les bâtisseurs gothiques d'au déla des Alpes [French and German]’, and she proposes that Antonio was copying a design by Nicolas de Bonaventure, who would then have been responsible for establishing the definitive plan of the cathedral.

139 In particular, see the replies to the seventh question by Serina, Donato, Alcherio, Della Croce, and Scrosato in Appendix II, doc. III.

140 Booz, Der Baumeister der Gotik, p. 62, fig. 9, appears to have been the only scholar to agree with what is proposed here – i.e. that the proportional schemes presented by Stornaloco, Parler and Mignot coincided. This adds weight to the proposal, often ignored, by Verga, Il Duomo di Milano, that the ad quadratum system was used only for the plan, while the ad triangulum format was used for the elevation. The element that ties the two systems together was the side of the square that matches the base of the triangle, from which the height of the equilateral triangle was generated by means of a pair of compasses: a very simple system which resolved more-or-less automatically all problems of height and stability.

141 ‘Sono certo che non si potrebbe farlo né più bello né più lodevole, e che il detto Mignoto è un vero maestro di geometria, giacché trovo che i suoi progetti sono consimili a quelli di quell'eccellentissimo maestro Enrico, che altre volte abbiamo avuto qui, come se ci fosse stato mandato da Dio, e che avremmo ancora se non lo avessimo espulso’ (Nava, Memorie e documenti, p. 109; Annali, I, p. 224). The fact that these three participants supported Mignot's position reinforces our hypothesis that the model overseen by Simone da Cavagnera embodied Stornaloco I (see our Section 3).

142 Annali I, pp. xvi–xvii. Parler is characterised as a man of the greatest honesty and an absolute expert in geometry (‘probissimus vir geometrieque expertissimus’) and Mignot as a man of exceptional vigour and wisdom and a truly expert geometrician (‘vir quidem tante industrie et sagacitatis […] in dicta sua geometrie arte verus et expertus’). In the end, however, the duke declined the invitation and the cathedral today stands as a monument to Stornaloco II and the competence of the much-maligned Milanese masters, described as ‘falsi testes, ignari, rudes et penitus dicte artis ydioti’.

143 9 February 1387: order to pay ‘Anechino de Alamania qui fecit tiborium unum plombi’ (Annali, Appendix I, p. 14); Siebenhüner, Deutsche Künstler, p. 10; Rossi, Marco, ‘La correlazione di problemi statici, proporzionali e simbolici nelle prime proposte per la costruzione del tiburio del Duomo di Milano’, Arte lombarda, 58/59 (1981), pp. 2128 (p. 21). See also Sanvito (Il tardogotico, pp. 126–27) for the types of models used at the cathedral.

144 Cesariano, Di Lucio Vitruvio Pollione, may be another useful witness: he describes the plan and elevation of the cathedral as being of German origin (f. 14r: ‘Ichnographia fundamenti sacrae aedis baricephalae germanico more a trigono e pariquadrato perstructa’; f. 15r: ‘Orthographiae ab ichnographia exorta perfiguratio […] secundum germanicam symmetriam’). See also Lodynska-Kosinska, ‘Quelques remarques,’ p. 130. One must bear in mind, however, that during the Cinquecento the term ‘German’ acquired the generic meaning of ‘Gothic’ without a particular reference to the geographic origin of the style; see, for example, Vasari, Giorgio, Le vite de’ più eccellenti pittori, scultori e architettori nelle redazioni del 1550 e 1568, ed. Bettarini, Rosanna and Barocchi, Paola, 6 vols (Florence, 1966–87), III, p. 23 : ‘egli [Jacopo della Quercia] se n'andò a Bologna, dove col favore di Giovanni Bentivogli gli fu dato a fare di marmo dagl'Operai di San Petronio la porta principale di quella chiesa, la quale egli seguitò di lavorare d'ordine tedesco per non alterare il modo che già era stato cominciato’; Ibid., IV, p. 321: ‘essendo condotto a Bologna dagl'Operai di San Petronio perché facesse il modello della facciata di quel tempio, [Baldassarre Peruzzi] ne fece due piante grandi e due proffili, uno alla moderna et un altro alla tedesca’.

145 See also Valentini, Il Duomo di Milano, pp. 31 and 61.

146 See Schofield, Richard, ‘A Humanist Description of the Architecture for the Wedding of G.G. Sforza and Isabella D'Aragona’, Papers of the British School at Rome, 56 (1988), pp. 213–40; idem, Amadeo, Bramante, and Leonardo and the Tiburio of Milan Cathedral’, Achademia Leonardi Vinci, 2 (1989), pp. 68100 (pp. 82–84).

147 Gritti has demonstrated that the famous drawing in the Raccolta Bianconi, which illustrates Stornaloco's project, was probably made by Cesariano himself in preparation for his edition of Vitruvius; see Gritti, Jessica, ‘Cesare Cesariano, il Duomo di Milano e le tavole dell'edizione di Vitruvio del 1521’, Arte lombarda, N.S., 167, 1 (2013), pp. 8195 . A drawing by Peruzzi (Florence, Uffizi 629Av) showing the construction ad triangulum of a church with a nave and four aisles and pointed vaults is interesting in this context since it testifies to the persisting appeal of such a scheme.

148 Nava, Ambrogio, Relazione dei ristauri intrapresi alla gran guglia del Duomo di Milano nell'anno 1844 ed ultimati nela primavera del corrente 1845 secondo il progetto, e colla direzione del Conte Ambrogio Nava (Milano, 1845), p. 14 note 9: ‘La dimostrazione recata dal Gallio [Cesariano] all'oggetto di far conoscere la ragione geometrica nelle proporzioni assegnate al nostro Duomo in tutte le sue parti, coincide con quella stabilita dal matematico piacentino Gabriele Scornaloco [sic] nell'anno 1390, quattro anni, cioè, dopo incominciato il Duomo’. See Nava (Memorie e documenti, pp. 9, 28–29, 132) on the hypothesis of a single project continued without uninterruption from the beginning; and also Mongeri, ‘Per la facciata’, p. 102: ‘E’ lui [Stornaloco] che, inconscio indubbiamente dell'opera sua, lascia le maggiori impronte al monumento, quelle del sistema lineare delle sue elevazioni’; pp. 104–05 for the adoption of Stornaloco's project which was then followed continuously; and p. 109: ‘Lo Stornaloco era scomparso ma lo Stornaloco era rimasto’. See also Valentini, ‘Il contributo’, p. 248.

149 Beltrami, ‘Per la facciata’, pp. 70–71, 73, 78–79; repeated by Romanini, ‘Architettura’, p. 174: ’Il perfetto alzato gotico “ad triangulum” previsto dallo Stornaloco fu accettato solo come suggerimento teorico, ma non fornì la soluzione definitiva alla “crisi” del 1391’; and Ascani, Il Trecento disegnato, p. 122 (‘sostanziale accantonamento delle idee del matematico piacentino’).

150 For the tiburio, see Schofield, ‘Amadeo, Bramante, and Leonardo’.


One of the most important documents for the early history of Milan Cathedral, and the mainspring of the discussion presented above, is Stornaloco's letter and drawing made in late 1391. Stornaloco's original letter and drawing are lost and we have only a series of copies, but surprisingly there has hitherto been no attempt to establish exactly what the status of these copies is, or to produce a readable version of the letter.


Stornaloco's original diagram and report are lost, but we have three bad Nineteenth-Century transcriptions and two copies of the drawing. Nava (Memorie e documenti; Milan, 1854) transcribed the text which was then in the archive of the Milan Fabbrica del Duomo, and he made a tracing of the accompanying drawing in 1854, but his text is in part incomprehensible partly because of heavy damage to the original. Edoardo Mella (Elementi di architettura gotica da documenti antichi, Milan, 1863, fig. XIX, 3) made a copy of the drawing based on Nava's (Fig. 15), but without the text. Mongeri (Per la facciata del Duomo di Milano’, Il politecnico, 19, 1 –2 (1887), p. 102, note 1) transcribed the text again without much improvement, omitting the diagram. Beltrami (Per la facciata, Milan, 1887), used the document in the cathedral archive and an eighteenth-century copy in the library of Count Alessandro Melzi, which is also untraceable now, and he reports that the copy in the cathedral archive was a ‘copia sincrona’ of Stornaloco's original (p. 88, note 5). If both the cathedral and Melzi versions were copies, either or both may have included emendations or glosses. It is very curious that the cathedral copy of the report and drawing were not printed in the first volume of the Annali della Fabbrica del Duomo di Milano of 1877: they were certainly in the archive before and after that date when they were studied by both Mongeri and Beltrami.

Beltrami (Per la facciata, p. 73) also provided a free-hand version of Stornaloco's drawing (Fig. 16), but without specifying whether it was copied from the original in the cathedral archive or from the one in the Melzi library. It agrees with those of Nava and Mella in practically all respects, except that it places the letters ‘K’ and ‘H’ in their correct positions; and whereas Nava included a strip of Stornaloco's text down the right slope of the hexagon only, and Mella included some text on both slopes, Beltrami does not reproduce any text in these positions.

Fig. 15. Diagram based on Nava's copy of Stornaloco's drawing (after Mella, Elementi di architettura gotica da documenti antichi, 1863)

Fig. 16. Freehand version of Stornaloco's drawing (after Beltrami, ‘Per la facciata del Duomo di Milano’, 1887)

Nava and Mella indicate the key-points of the structure mentioned by Stornaloco in an elegant nineteenth-century lower-case script: they number the triangles up the axis AD with Hindu-Arabic numerals, and, curiously, do not space them out regularly, but bunch them together, 3 with 4, 5 with 6, 7 with 8 and so on. Beltrami spaces out the numbers of the triangles up the axis AD regularly and uses lower-case Roman, not Hindu-Arabic numerals, which may or may not have been the form used by Stornaloco: j, ij, iij, iiij, etc. Since Beltrami's drawing differs from Nava and Mella's with respect to the type of numbers employed (Roman not Hindu-Arabic) one wonders whether he was simply copying the cathedral version more faithfully than they were, or whether instead he was copying the Melzi version, which perhaps differed from the cathedral drawing in this respect.


The nineteenth-century copies of Stornaloco's diagram are incomplete. In Nava and Beltrami's versions (discounting Mella's as being a copy of Nava's), only parts of the circle and hexagon are illustrated, and none of the inscribed square, while the letter ‘O’ indicating the intersection of the square and the circle at the right is also missing. One suspects that the original drawing at the cathedral archive was itself incomplete in these respects, and so too, presumably, was the Melzi copy. These omissions were serious since the presence of these geometric figures was the mainspring of Stornaloco's project and the probable reason for his visit to Milan.

The drawings we have, then, are copies of incomplete versions of Stornaloco's original, and our nineteenth-century copies also include elements that were not mentioned by him in his text, which may be adjustments reflecting contemporary and later debates on the structure. These are as follows:

  1. (i) Equilateral triangles are drawn at the right and left of the central axis by Nava and Mella, but only at the right of Beltrami's drawing. These triangles are based on the inter-axial distances between the nave-piers and the outer-aisle wall-piers and so replicate the fourth triangle on the central axis of the church (AD), to arrive at the height of the imposts of the outer aisles. These triangles may or may not have been present on Stornaloco's original.

  2. (ii) A more substantial element that appears in the drawings, but is not mentioned in Stornaloco's text, is the extra vault drawn above that of the inner aisle at the left, of which the height is fixed by Stornaloco's tenth triangle, but in an arrangement that departs from that described in his text. The text requires that the differences in height between the vaults of the outer aisles and nave be expressed as thirds: the outer aisle-vault thus arrives at 42 braccia, the inner at 56 braccia and the nave at 84 braccia, so that the difference between the nave- and the inner vault (28 or ⅔) is twice that between the inner vault and the outer vault and (14 or ⅓). But the alternative shown at the top-left of our drawings presents a reversal of this relationship with the outer aisle vault at 42 braccia, the inner aisle vault now at 70 rather than 56 braccia, and the nave vault at 84 braccia: so the nave would now be only 14 braccia (or ⅓) higher than the inner-aisle vault, which in turn would be 28 braccia (or ⅔) higher than the outer vault.

  3. (iii) In both versions of Stornaloco's diagram, an isosceles triangle is drawn inside the lowest equilateral triangle based on the primary unitas of 8 which Stornaloco does not mention and which is difficult to explain.

The situation, therefore, is desperate: our bad nineteenth-century transcriptions of Stornaloco's text and drawing are all based on copies, which makes resolving the most contentious and famous crux about calculating the heights of equilateral triangles particularly difficult.


Stornaloco passes over his method of calculating the height of the triangles so rapidly that it was surely not something arcane, as Panofsky and Kidson claimed, but the reverse – something routine, known to everybody and thus not requiring extensive comment. He was addressing the cathedral Deputati, most of whom must have been highly educated, and to many of whom the formula will have been well-known; and Stornaloco states that the master-masons would understand his interaxial scheme and work out the clear spaces from it without difficulty (see Text, section 1).

The five transcriptions disagree chaotically. Here they are presented as they were printed by the authors:

‘Erit ergo linea a d que est altitudo sumitas eclexie radix de dec. 1020 sesanta 27, quia tregesima quod est aliquid minus de 84’ (Nava, Memorie e documenti, pp. 27–8);

‘Erit ergo linea a de quod est altitudo sumitas eclexie, radix de dec. 1020 60 27 (??) quia trigesimo quod est aliquid mimus de 84’ (Mongeri, ‘Per la facciata’, pp. 102–03);

‘Erit ergo linea A D, que est altitudo sumitatis eclexie radix dix dc dcc mxx sesara quie tregesime, quod est aliquid minus de LXXXIIII’ (Beltrami, ‘Per la facciata’, pp. 71 and 88 note 7);

‘Erit ergo linea AD que est altitudo sumitatis eclexie radix dc dcc mxx sesara XXVII [printed above ‘sesara’] quia tregesime, quod est aliquid minus de LXXXIIII’ (Frankl, ‘The Secret’, p. 53; and Panofsky, ‘An Explanation’, pp. 61–4);

‘Erit ergo linea AD, que est altitudo sumitatis eclexie radix de duc[tione] in XX sesnara [for ‘senaria’] quia tregesime’ (Beaujouan, ‘Calcul d'expert’, pp. 555 –63; idem, ‘Réflexions sur les rapports’, p. 444).

There is great uncertainty over what are numbers and what are words, which in any case were likely to have been abbreviated in some cases. The matter is complicated by the fact that Nava and Mongeri evidently changed what they thought were Roman numerals into Hindu-Arabic numerals, and presumably believed that the remaining lower-case letters in their transcriptions were not numbers but words or abbreviated words.

If we experiment by changing the Hindu-Arabic numerals in their texts to Roman numerals we can see that there is some agreement between Nava and Mongeri: ‘radix de dec. mxx lx xxvii quia tregesima’ (Nava) and ‘radix de dec. mxx lx xxvii (??) quia trigesimo’ (Mongeri); and these writers clearly did not believe that ‘de dec’ were numbers. But this is in conflict with Beltrami's version, aided by the Melzi copy: ‘radix dix dc dcc mxx sesara’, from which Beltrami extracted the figures 700 and 1020, leaving the initial ‘dix dc’ unaccounted for (although ‘dix’ in his transcription looks like a bizarre repetition of the end of the word ‘radix’, assuming it is not a number, and is absent from Nava and Mongeri's versions).

Panofsky's text, based on Beltrami's, is very misleading: he altered Beltrami's version, ‘radix dix dc dcc mxx sesara’ to ‘radix dc dcc mxx sesara’ from which he extracted the numbers 600, 700 and 1020, with XXVII printed above ‘sesara’; he derived the 27 not from Beltrami but presumably added it from Nava: worse still, he omitted Beltrami's ‘dix’, which could be 509 (if he was right that the following letters were numerals), and which, if included, would have interfered fatally with his explanation of Stornaloco's computations.


Beaujouan's explanation is very attractive in principle because it involves a simple method, probably well-known to a number of the Deputati, and because it gives us a way of slicing through the chaos of the transcriptions. The strongest point in favour of his solution is his observation that ‘quia tregesim-’ emerges from all the transcriptions with only slight variations: ‘quia tregesima (Nava)’; ‘quia trigesimo (Mongeri)’: ‘quie tregesime (Beltrami; Panofsky)’, which surely tells that the altitude of the triangle, the ‘radix’, was calculated using thirtieths, and can therefore be connected with the formula 96 × (26 ÷ 30) = 83.2.

At the same time, Beaujouan suggested – brilliantly, even if he is wrong – that lurking in abbreviated form under ‘radix dc dcc’ (which Nava and Mongeri give as ‘radix de dec.’, and Beltrami as ‘radix dix dc dcc’) was the phrase ‘radix de duc.’, that is ‘radix de deductione in’ or ‘radix de ductu in’ for ‘multiplication by’. 1 This would explain perfectly how the number LXXXXVI was multiplied by 26/30 to arrive at the required height of less than 84.

Did Stornaloco express the formula 26/30 as Beaujouan suggests? Beaujouan accepted that XX in the letter-group ‘mxx’ was a number, but ignores the ‘m’, leaving XX for twenty. The presence in Nava's text of the Italian word ‘sesanta’, which becomes ‘60’ in Mongeri's (presumably reflecting what they believed to have been ‘sexaginta’), and the incomprehensible ‘sesara’ in Beltrami's and Panofsky's, prompts the thought that, at any rate, we need a word beginning with ‘se…’ straight after what appears to be XX. Beaujouan was struck by the presence of the number XXVII in Beltrami's text, not knowing that its appearance there above ‘sesara’ was an invention of Panofsky's or that it was present in Nava's and Mongeri's transcriptions in Hindu-Arabic form immediately before ‘quia tregesime’. Beaujouan proposed that the text originally read ‘XX sesnara’, a mistake for ‘senaria’, and that this mistake prompted the erroneous gloss ‘XXVII’ (a mistake for XXVI) recorded in the transcriptions. Panofsky prints ‘XXVII’ above the nonsense word ‘sesara’ which he wants to change to ‘sesquialtera’.

But there are obvious difficulties with Beaujouan's proposal that the original read ‘XX sesnara’. First, even if ‘sesnara’ were a lapsus calami for ‘senaria’ (by Stornaloco or the early copyists) as Beajouan suggests, why would anyone mistake it for XXVII? That would imply a bad paleographer with no knowledge of Stornaloco's formula 26/30; and, secondly, would Stornaloco have used a Roman numeral, XX, combined with a written version of the number six (‘senaria’), instead of writing XXVJ as elsewhere in the document.

Whilst accepting Beaujouan's explanation in principle, the simplest possible solution has been adopted in the text below as a stop-gap until someone thinks of something better. It does not account well for ‘sesanta-60-sesara’, but does provide a word beginning with ‘se-’, even though, admittedly, no other number in the document is given in both verbal and numerical form.


Linea AN est lactus exagoni comprensi a circulo comprendente etiam triangulum cujus lactus est latitudo eclexiae, scilicet LXXXXVJ quantitatum: similiter linea AO est lactus quadrati comprensi ab eodem circhulo.

Bassis trianguli est linea BC et est latitudo eclexie, scilicet LXXXXVJ quantitatum.

Erit ergo linea AD, que est altitudo sumitatis eclexie, 2 radix de ductione 3 in viginti sex 4 sive XXVJ, quia tregesime, quod est aliquid minus de LXXXIIIJ; quam divisi in sex partes in figuris triangularibus ac etiam in figuris quadrangularibus, prout patet in corpore majori eclexie; et trianguli incipiunt ab unitate secondum naturam triangulorum.

Quoniam unitas, cum fuerit posita, 5 est triangulus in potentia, et cum adiderimus super ipsam ij [unitates], 6 erit primus triangulus in actu. Et hoc modo crescunt trianguli in infinitum 7 et in figura suprascripta crescunt 8 usque ad duodecimum dividendo lactitudinem in XIJ partes prout evidenter patet. 9

Qui quidem trianguli omnes sunt equalium lactuum et equalium angulorum, sed quadrati sunt majores in basse quam in lactere [altitudinis?] 10 secundum diferentiam AD et BC: 11 preterea quia omnis linea perpendicularis 12 demonstrat se esse minorem 13 secundum quantitatem suam quam linea posita in base, ut linea AD que non multum videtur differre a linea 14 BC, quamvis sint differentes ut supra. 15

Competens altitudo est secundum distantiam centri ad centrum colonarum, quia 16 in lactitudine majori est XXXIJ quantitatum; 17 quidem colone ascendunt usque ad sumitatem quarti quadrati et basem [sic] octavi trianguli in angulis E et F, 18 et linea E et B secatur per medium in ponto 19 G quod est altitudo minorum colonarum; 20 mediane vero colone ascendunt usque ad angulum 21 H;

et primi corporis lactitudo, 22 que est BI, ascendit usque ad pontum K; secondi [sc. corporis lactitudo], quod est IL, ascendit usque ad pontum M, non secundum veram proportionem, quia equales sunt in lactitudine ergo deberent esse equales in altitudine, sed ponendo [?] 23 minorem [sc. corporem] cum majore 24 qui est duplum minoris lactitudinis; 25

sequitur ergo quod excedit ipsum 26 proportionaliter in altitudine in ponto A; et mediana altitudo 27 excedit primam in tertiam partem ipsius; 28

sequitur ita quod major debet excedere medianam in duplum eius quod excedit 29 primam, quoniam in lactitudine est dupla ad ipsam, prout patet in figuratione, quia altitudo AM duplum 30 est altitudinis MK.

Omnes lactitudines acepi mensuratione centri ad centrum, ideo non curavi in designamento ponere spissitudinem colonarum quia satis est manifestum magistris inzigneriis quantum occupant in corporibus ecclesie, nec non lactitudine et area multa quidem possunt describi in numeris omnium corporum designatorum prout se habent secundum figuras geometricales, sed dimito causa prolixitatis.

Et hanc reverentiis vestris transmitto ordinatam 31 prout melius mihi possibilitas 32 est. Supplicans quatenus dignemini suportare quod erratum conffusumque fuerit, quia Deo teste si melius scirem cordialiter adimplerem.


The line AN is the side of a hexagon circumscribed by a circle which in turn circumscribes the triangle of which the side is the width of the church, i.e. 96 quantitates: similarly the line AO is the side of the square circumscribed by the same circle.

The base of the triangle is the line BC and this is the width of the church, i.e. 96 quantitates.

Therefore, the line AD, which is the height of the summit of the church, will be the square root resulting from multiplying [the base of 96 quantitates] by twenty-six or 26, since they are thirtieths, which is something less than 84; this [the line AD] I have subdivided into six parts with triangular and also rectangular figures as can be seen in the major body [the nave] of the church; and the triangles begin from a unit according to the nature of triangles.

For once the unit has been established, it is a potential triangle, and when we have added two [more units] above it, it will be the first actual triangle. And this is the way triangles grow infinitely: and in the drawing presented above they increase up to 12 dividing the width into 12 parts, as is absolutely clear [from the diagram].

In fact all these triangles have equal sides and angles; but the rectangles are wider at the base than their sides are high, in accordance with the difference between AD and BC, also because every vertical line is demonstrably shorter according to its quantitas than the line placed at the base, as is the case with the line AD which does not appear to differ much from the line BC, although they are different, as [shown] above.

The required height is established by the distance between the axes of the piers, because the greatest width [that of the central nave] is 32 quantitates: the piers [of the nave], in fact, rise to the top of the fourth rectangle and to the base [sic: apex] of the eighth triangle at the angles E and F; and the line EB is intersected in the middle at point G which is the height of the [imposts of the] minor piers; the intermediate piers in fact rise to the angle H.

And the width of the first body [the outer aisle], which is BI, ascends to point K; that of the second body [the inner aisle], which is IL, ascends to point M, not according to the true proportions, since they [the two aisles] are equal in width and should therefore be equal in height, but by comparing [?] the minor body [the outer aisle] to the major [the nave], which is twice the width of the minor.

Thus it follows that it [the nave] exceeds it [the inner aisle] in height in terms of proportions at point A, and the intermediate height [of the inner aisle] exceeds the first [the height of the outer aisles] by one third of the latter.

Thus it follows that the [height of the] nave must exceed the intermediate height [of the middle aisle] by twice as much as it [the height of the middle aisle] exceeds the height of the first one [of the outer aisle], because it [the nave] is twice as wide as it [the minor aisle]; as is evident from the drawing, since the height AM is double the height MK.

I have taken all the widths by measuring from axis to axis, so I have not bothered to set down the thickness of the piers in the drawing because it is sufficiently clear to the master-builders how much space they occupy in the bodies of the church; furthermore, with respect to the width and the area, a great deal could be quantified numerically as to how all the bodies represented in the drawing are related according to the geometrical constructions, but I omit this on account of its length.

And I submit this [letter] organized to the best of my ability to your Reverences.

I entreat you to deign to be patient with what may be mistaken or confused, for, as God is my witness, if I knew how to do things better, I would act accordingly with all my heart.

Appendix I Notes

1 ‘Ducere in’ occurs in Boethius, De geometria: ‘Annotetur etiam cathetus impari numero, id est III. Quem si in se duxeris, VIIII explicabis’; ‘Sit modo supradictus cathetus V. Hic vero in se ductus XXV constituit’; ‘Hanc nimirum lateralem quantitatem, id est VIII, in se si duxeris, LXIIII efficies’ (Anicii Manlii Torquati Severini Boetii De Institutione arithmetica libri duo. De institutione musica libri quinque, accedit Geometria quae fertur Boetii, ed. G. Friedlein (Leipzig, 1867), pp. 372ff; for the De geometria: ibid., pp. 409, 410, 421). Robertus Anglicus uses the verb c. 1270: ‘quadratum […] quod ex multiplicatione medietatis radicum in se ipsum deducere […] perficitur’ (cfr. A Dictionary of Medieval Latin from British Sources, ed. R. A. Latham, D. R. Howlett and others, fasc. III (1986), pp. 584–85: deducere: (9)). And Sacrobosco employs ‘ductio in’ from time to time: ‘Numerus vero multiplicandus nominalem recipit appellationem: potest et iam tertius numerus assignari qui productus dicitur, perveniens ex ductione unius in alterum’; ‘Si autem contingat quod cifra sit inter primam figuram et ultimam multiplicandi, anteriorandus est ordo figurarum per duas differentias, quamvis ex ductione alicuius figurae in cifram nihil resultat’ (J. O'Halliwell, Rara mathematica or a Collection of Treatises on the Mathematics and Subjects Connected with Them (London, 1839), pp. 12, 15).

2 The height of the apex of the nave vault.

3 Abbreviated to ‘duc.’; which could also stand for ‘ductu’.

4 Perhaps abbreviated to something like ‘vig. sex.’

5 The first equilateral triangle above D has a base of 8 braccia, which is Stornaloco's unitas.

6 Must mean ‘two units’, and not a ‘second’ unit (Panofsky). A potential triangle has a base which is a ‘unitas’: a real or actual triangle, in this case an equilateral triangle, requires two identical unitates to complete and close it, not just a second unitas.

7 By multiplying the base units.

8 Panofsky writes ‘crescit’ and translates: ‘and in the figure above, it [scil., this series of triangles] grows up to 12’, but ‘crescit’ has no subject. Certainly the repetition of ‘crescunt’ is ugly.

9 According to the diagrams in Nava, Mella and Beltrami, Stornaloco drew 7 of the 12 triangles, numbering them i, ij, iiij, vj, viij, x and xij on the line AD. He did not draw the alternate triangles but indicates their presence with the numerals iij, v, vij, viiij and xj.

10 Nava, Beltrami and Panofsky read: ‘in lactere altitudinis’. If the rectangles are greater ‘in basse’ than ‘in lactere’, what do we do with ‘altitudinis?’ Perhaps one could write ‘maiores […] quam in lacteris altitudine’, meaning ‘with respect to the height of their side’? Or we could contemplate deleting ‘altitudinis’, which is not necessary for the sense.

11 Both the equilateral triangles and rectangles reach up to 84 units; the rectangles are 16 wide and 14 tall.

12 It is not certain whether Stornaloco is talking here about the vertical sides of the rectangles as well as the vertical axes of the triangles, or both. He says the base line BC is greater than the height AD, which can refer to both the rectangles and the triangles.

13 Beltrami and Panofsky write ‘maiorem’: it makes no sense to say that every perpendicular line seems to be greater than the base lines, having just said that the verticals of the rectangles are smaller than their base lines and qualifying the adjective ‘greater’ with the words ‘according to their quantitates’. Writing ‘minorem’ restores the sense. ‘Demonstrare se esse’ does not mean ‘seem to be/are apparently’ but ‘prove/demonstrate themselves to be’ since it is followed by the phrase ‘secundum quantitatem’.

14 Not ‘differre ad’ (Beltrami; Panofsky) but always ‘ab’, ‘a’ or ‘inter’.

15 Presumably meaning ‘as is shown in the drawing above’. It is not obvious why Stornaloco belabours the point that the geometrical figures are in fact greater in breadth than in height.

16 The ‘competens altitudo’ arrived at by the fourth triangle based on the interaxial distance between the nave-piers is that of the imposts of the outer aisle piers at 28 braccia. ‘Quia’ is puzzling: why say that the appropriate height depends on the interaxial distance between piers because the nave breadth is 32 units? Perhaps we should think of ‘que [distantia]’ instead: ‘and the distance in breadth of the major nave is 32 braccia’?

17 In this and the next paragraph Stornaloco sets out to define the heights of the imposts of the nave and of the inner and outer aisles. It seems curious that he begins by saying that the ‘required height’ is established by the interaxial distance between the nave-piers, because that means that the ‘required height’ is that of the imposts of the outer aisles; in what sense that height is required at this moment in the exposition is not clear, particularly since he repeats the information in the next paragraph.

18 Stornaloco mistakenly mentions the base, not the apex of the eighth triangle. He uses the word ‘angulus’ of E, F and H, but curiously, not of G, which is the same type of angle: the ‘angle’ referred to is the very flat one formed by the vault where it takes off from the imposts.

19 Stornaloco uses ‘pontus’ to refer to the apexes or points of the vaults (KMA), but also, curiously, for G where the vault of the outer aisle curves up and away from the imposts.

20 Those of the outer aisles.

21 Beltrami and Panofsky write ‘anguli (sic)’ referring to the imposts of the columns of the inner aisles.

22 Beltrami and Panofsky write ‘et in primis corporis lactitudo’. ‘In primis’ could mean ‘to begin with’, or, according to Panofsky, ‘in the first [outer] aisles’. But Stornaloco does not use the plural to describe the aisles elsewhere, always the singular, as in ‘corpus minor’; a few words on he talks of the middle aisle as ‘secondum corpus’.

23 Nava reads ‘quamvis propositum’; Panofsky: ‘sed propositum minorem cum majore’ and translates the phrase as ‘but according to the relation of the minor aisle to the major’, which does not seem to make sense: what is ‘propositum’, a noun or a participle? How to explain ‘cum’? We surely need a verb indicating a comparison governing ‘cum’: ‘componere’, ‘conferre’, ‘contendere’ all take ‘cum’, but the word required evidently began with ‘p-’: with no confidence at all one may suggest ‘ponendo… cum’, although such a usage is not in dictionaries such as C. Du Cange, Glossarium mediae et infimae Latinitatis, 10 vols (Niort, 1883–87); E. Forcellini, Lexicon totius latinitatis, 5 vols (Padua, 1864–1926); or J. F. Niermeyer, Mediae latinitatis lexicon minus (Leiden, 1976).

24 Beltrami and Panofsky: ‘majorem’.

25 So with curious logic Stornaloco argues that, against ‘true proportion’, the inner aisle must be taller than the outer aisle even though they are equal in breadth, certainly a decision forced upon him since the architects had already decided on a three-, not a two-roof solution for the body of the church.

26 Beltrami and Panofsky write ‘ipsam’. The subject of the verb must be the ‘corpus maior’ or nave, which, Stornaloco tells us, reaches to point A: the context tells us that the nave exceeds the minor, outer aisle, the ‘corpus minor’ in height: read ‘ipsum’. But in the next sentence the subject becomes ‘altitudo’.

27 Beltrami writes ‘lactitudo’. The widths of the minor/outer and middle/inner aisles are equal, so Stornaloco cannot say that one exceeds the other in width: reading ‘altitudo’ instead tells us, correctly, that the middle aisle is higher than the outer aisle.

28 Having established the heights of the imposts in the last paragraph, Stornaloco now describes the last essential heights required, those of the vaults. The nave is twice as broad as the two aisles, but the inner aisle is taller than the outer. Stornaloco arrives at the conclusion that the difference between the heights of the nave and the inner and outer aisles should be represented by thirds, or units of 14: so that the height of the nave at 84 units is three thirds (3×14 = 42) greater than that of the outer aisle at 42 units, and two thirds (2×14 = 28) greater than that of the inner aisle at 56 units.

29 Beltrami and Panofsky write ‘excessit’. In the previous lines Stornaloco uses the present, ‘excedit’.

30 Beltrami and, Panofsky write ‘duplum’. Perhaps ‘dupla’: in the previous line Stornaloco uses ‘duplum’ in the phrase ‘in duplum’.

31 A feminine noun is lacking here; perhaps simply ‘hanc [litteram] … ordinatam’.

32 Nava writes ‘in possibilitas’; Beltrami and Panofsky ‘possibilitas’. Perhaps better ‘possibile’.


The transcriptions presented below are taken from Annali del Duomo di Milano. Some had already been published in whole or part by Nava (see below). The documents are in what is left of the Ordinazioni capitolari, vol. I, which covers the period 1390–1444. This volume was taken to an exhibition in Turin in 1906, where it was burnt and then soaked in water. Back in Milan, the archivists, with monumental patience, separated and photographed all the pages: the photographs can now be consulted at the Archivio della Fabbrica del Duomo. In some cases the pages are very damaged and next to invisible; however, both Nava and the transcribers who worked for the Annali are highly dependable.

Doc. I: 1392, 1 May

(Nava, Memorie e documenti, pp. 32–33; Annali, I, pp. 68–69)

The engineers discuss the configuration of the section of the Cathedral with particular reference to whether it should be built following a scheme of rectangles or triangles; they adopt a lower version (Stornaloco II) of that originally presented by Stornaloco (Stornaloco I).

Coll'intervento di tutti gli ingegneri sottonominati – maestri Giovanni da Ferrara, Zanello da Binasco, Stefano Magatto, Bernardo da Venezia, Giovannino de’ Grassi, Giacomo da Campione, Simone da Orsenigo, Pietro de’ Villa, Enrico da Gamondia (qui non consensit), Lorenzo degli Spazii, Guarnerio da Sirtori, Ambrogio da Melzo, Pietro da Cremona, Paolo degli Osnago.

Omnes congregati in camera fabricae ecclesiae mediolanensis pro tollendis pluribus dubiis quae moventur super fabrica ipsius ecclesiae, quae dubia inferius distincte specificantur, et juxta ipsa dubia factae sunt responsiones et declarationes per omnes ipsos inzignerios; excepto ipso magistro Henricho, qui quamvis responsiones ipsae suae sint datae ad intelligendum, ipsis declarationibus nullatenus consensit.


D. Utrum ipsa ecclesia debeat pluere in duobus tectiis an in pluribus, proportionabiliter fiendis ab utraque parte usque ad croxeriam?

R. Declaraverunt quod ipsa ecclesia debet et habet pluere pro majori fortitudine et claritate in tribus tectis et non in duobus.

D. Utrum ecclesia ipsa non computando in mensura tiborium fiendum debeat ascendere ad quadratum an ad triangulum?

R. Declaraverunt quod ipsa posset ascendere usque ad triangulum sive usque ad figuram triangullarem et non ultra.

D. Quot brachia debent fieri pilloni servientes navi majori sive navi de medio?

R. Declaraverunt quod ipsi pilloni computando bases et capitellos debent ascendere brachia quadraginta et non ultra.

D. Quot brachia debent ascendere medii pilloni qui in muro fient super ipsis pillonis magnis usque ad volturas sive archus superinde fiendos, et quot brachiorum debent esse volturae super ipsis fiendae?

R. Deliberaverunt et declaraverunt quod medii pilloni sint brachiorum duodecim, et voltura ipsius majoris navis ascendat ad triangulum, videlicet brachia vigintiquatuor.

D. Quid sibi videatur de designamento unius portae gemellae croxeriae versus Compedum cum tota facie ipsius croxeriae?

R. Ea visa et perspecta declaraverunt quod ipsa est valde pulchra et bona ac honorabilis, et quod super ea procedatur.


D. Quot brachia debent ascendere pilloni minores sive pilloni capellarum et medii pilloni, qui cum muro super eis fieri debent usque ad archus respondentes versus navem magnam?

R. Responderunt et declaraverunt quod illi minores pilloni debent esse alti brachia 28, et medii pilloni super eis construendi usque ad archus sint et esse debeant brachiorum 12, computatis in ipsis mensuris bases et capitellos.

Doc. II: 1400, 25 January

(Nava, Memorie e documenti, pp. 94 –96; Annali, I pp. 209 –10)

The celebrated debate in which Jean Mignot attacks the Lombard architects. He maintains that the piers they have built will not stand, particularly those of the crossing; and he accuses them of lacking, in effect, both practical ability (‘ars’) and a knowledge of geometry (‘scientia’).

Magister Johannes Mignotius de Parisiis dixit in consilio praesenti dedisse in scriptis usque nunc computata caedula per eum data in consilio praedicto omnes rationes et omnia motiva per quae vult dicere praedicta opera non habere fortitudinem et alias rationes non velle dicere.

Capitula ultimata data per suprascriptum magistrum Johannem de die 25 januarii.

1. Vobis egregiis dominis de consilio fabricae ecclesiae Mediolani cum reverentia et pura veritate significat magister Johannes Mignotius quod, sicut alias et inter alios defectus dictae ecclesiae exhibuit in scriptis, iterato dicit et proponit quod omnes contrafortes circum circha dictam ecclesiam non sunt fortes nec habiles ad sustinendum onus quod eis incumbet quia debent esse tribus vicibus pro quolibet grossis quantum est grossus unus pilonus de intus ecclesiam.

Magistri respondent: Supra primo capitulo dicunt quod omnes contrafortes dictae ecclesiae sunt fortes et habiles ad sustinendum suum onus et plus multis rationibus quia unus brachius nostri marmoris et sarizii in quolibet latere est tam fortis sicut brachia duo lapidum Franziae vel ecclesiae Franziae quam dat in exemplum suprascriptis magistris. Qui inde dicunt quod si sunt et sunt totidem et medium quotidem sunt piloni intus ecclesiam praedictos contrafortes esse fortes et esse ad suam rationem, et si fuissent majores obscurassent ecclesiam praedictam obstantem, videlicet ecclesia Parisiis, et quae habet contrafortes ad modum magistri Johannis et aliae rationes quia nocuisse possunt.

2. Item dicit [Mignot] quod quatuor turres sunt incoeptae pro sustinendo tiburium dictae ecclesiae et non adsunt piloni nec aliud fundamentum habiles pro sustinendo dictas turres, imo si ecclesia esset facta in toto illico cum dictis turribus infalibiliter rueret, super iis vero quod certe per passiones factae sunt per aliquos ygnorantes allegantes quod voltae acutae sunt plus fortes et cum minori onere quam voltae retondae, et plus super aliis propositum est ad voluntatem quam per viam virtutis; et quod est deterius oppositum est [by the Lombard masters] quod scientia geometriae non debet in iis locum habere eo quia scientia est unum et ars est aliud.

Dictus magister Johannes dicit quod ars sine scientia nihil est, et quod sive voltae sint acutae sive retondae non habendo fundamentum bonum nihil sunt, et nihilominus quamvis sint acutae habent maximum onus et pondus.

Item dicunt [the Lombard masters] quod turres quos dixerunt sibi velle facere dicunt pluribus rationibus et causis, videlicet, primo pro retificando praedictam ecclesiam et croxeriam quod respondent ad quatrangulum secundum ordinem geometriae; alia vero pro fortitudine et pulchritudine tiborii, videlicet quasi per istum exemplum in paradixo Dominus Deus sedet in medio troni, circha tronum sunt quatuor evangelistae secundum Apocalissim, et istae sunt rationes quare sunt incoeptae. Et quamvis non sint fundati duo piloni pro qualibet sacrastia incipiendo super terram, ecclesia est tamen fortis bene istis rationibus, quia reprexae super quibus dicti duo piloni et praedictae reprexae sunt de magnis lapidibus et inclavatis cum clavibus ferri sicut dictum est supra cum aliis capitulis, et quod pondus dictis tribus turribus ponderat [sic: read ‘ponderit’ to match ‘erunt’ below] ubique super suum quadrum, et erunt aedificatae recte et fortiter, sed [sic: ‘et’] rectum non potest cadere; unde dicunt quod sunt fortes per se et ergo dabunt fortitudinem tiborio, quia clausus est in medio illarum turrium unde dicta ecclesia bene fortis est.

3. Item cognoscit quod voluntarie agitur in praemissis nec contradicentes volunt condescendere juri et meliori dictae ecclesiae et fabricae, sed volunt aut per eorum lucrum aut timorem, quia voluerunt consequi fabricam super defectibus, aut obstinatione vincere causam, et pro tanto petit dictus magister Johannes committi debere IV vel VI vel XII ex melioribus inzigneriis expertis in talibus, sive de Alamania, sive de Anglia, sive de Franzia, cum aliter dicta fabrica ruet pro certo, quod erit magnum damnum universimodo. Ulterius pro veritate evidenti et sui honoris conservatione accedere vult ad presentiam illustrissimi domini Domini et eidem praedicta et alia latius explicare. Item significat quod pro bono ecclesiae foret bonum alibi laborare in dicta ecclesia quam super locis defectuosis saltem usquequo fuerit clare provisum et decisum super istis defectibus.

Item dicunt et respondent [the Lombard masters] in eodem capitulo quod ubi dicit [sic: ‘dicitur’] quod scientia geometrica non debet in iis locum habere, dicunt suprascripti quod si hoc testante videlicet per regulam geometriae Aristotulus dixit hominis autem motus secundum locum quem vocamus lationem, aut reclusus aut circularis aut ex eis mixtus. Item idem dixit [Aristotle] alibi omne corpus perfectum est in tribus et motus ipsius et dictae ecclesiae ascendit ad triangulum ut jam declaratum fuit per alios inzignerios, unde dicunt quod omnia sunt per rectam lineam, aut per sextum: ergo concluditur quod quae facta sunt, sunt facta per geometriam et per praticam, quia ipse dixit [Aristotle] quod scientia sine arte nihil est; de arte autem jam responsum est in aliis capitulis.

Doc. III: 1401, 15 May

(AFDMi, Ordinazioni capitolari, I, cc. 264v –270v; Nava, Memorie e documenti, pp. 107–15; Annali, I, pp. 224–29. Translation by ‘Annali’)

The architects discussing Mignot's project (a return to Stornaloco I) agree instead to the continuation of Stornaloco II, with the exception of the Frenchman Giovanni Alcherio and the Deputati Guidolo Della Croce and Simone da Cavagnera, who had supervised the construction of the model illustrating Stornaloco I in 1391–92, and had fierce objections to proceeding with Stornaloco II (c. 264v: ‘qui vero non erant contenti, surgerent et surrexerunt et dicte infrascripte deliberationi non conscensserunt’). The Annali presents an Italian translation of the Latin original.

Si interroghino gli ingegneri infranominati, e tutte le persone infrascritte intorno ai capitoli sotto notati, ai quali daranno le loro risposte per iscritto.

Maestro Giovanni Mignoto di Francia, maestro Marco da Carona, maestro Antonino da Paderno, maestro Giovanni da Giussano dei frati predicatori, maestro Andriolo de’ Ferrari dei frati minori, Simone de’ Cavagnera, Giovanni Scrosato fabbro, Giovanni Alcherio, Onofrio de’ Serina, Lorenzo Donato, Ambrogio Manizia, Gabriele de’ Rho, Galleto de’ Belloni fabbro, Guidolo della Croce, Porolo da Calco.


VII Domanda: Se seguendo la forma del secondo progetto [Mignot and Stornaloco I] si muterebbero soltanto per questa opera le precedenti disposizioni [Stornaloco II] circa la maggiore altezza o larghezza della chiesa, o in qualche sua forma sostanziale?

Carona: La risposta è che si varierebbe l'ordine stabilito dagli altri ingegneri, secondo il già principiato [Stornaloco II].

Paderno: Rispondo che siccome il disegno presentato da maestro Giovanni [Mignot] non contiene alcuna dimostrazione circa all'altezza di tutti gli archi, come era stato fatto dagli altri ingegneri, così non posso rispondere intorno all'altezza della crociera se non che esso non ne fece cenno nel suo disegno.

Serina: Risponde che la navata principale di mezzo andrebbe ad essere di 8 braccia più alta di quello che era stato disposto prima [Stornaloco II], giusta il disegno e la misura datine da maestro Giovanni [Mignot following Stornaloco I], per cui deve far meraviglia se altre volte lo stesso maestro Giovanni disse che non era solido tutto l'edificio, che ora essendo ancora più alto dovrebbe essere meno solido.

Calco: Risponde che seguendo la forma del nuovo progetto non si varierebbe la disposizione già data relativamente alla maggiore altezza e larghezza, o relativamente a qualche forma sostanziale, ma solamente quanto alla maggior grossezza del corpo dell'edificio.

Donato: In confronto di quella prima ordinata [Stornaloco II] si fa qualche variazione all'altezza compiendo il progetto Mignoto [Stornaloco I], ma questa variazione è lodevole perché segue la ragione geometrica del triangolo. 1

Alcherio: Se non erro, col progetto Mignoto [Stornaloco I] si fa qualche variazione nell'altezza, ma qualunque variazione succeda per lo stesso, sarà un miglioramento della solidità, della congruità, della bellezza, e della celerità di costruzione della fabbrica, e ciò riescirà un gravissimo documento [sic: ‘nocumentum’] contro i ciechi che fingono di essere geometri. 2

Della Croce: Seguendo la forma del secondo progetto [Stornaloco I and Mignot] si muta il falso ordine già disposto [Stornaloco II], e si rispetta il retto ordine del triangolo, che non può essere abbandonato senza errore, come altre volte maestro Enrico, e certo maestro Annex tedesco, prima di lui, predicarono con alta e fedele voce nelle orecchie dei falsi sordi.

Scrosato: Rispondo che se si varia qualche disposizione precedente [Stornaloco II], la si varia in meglio, in più bello e più lodevole modo, secondo la geometria triangolare. 3

Galleto: Dico che seguendo il nuovo progetto si muterebbe la disposizione precedente [going back to Stornaloco I from Stornaloco II], ma questo non si allontana dalla forma triangolare, dalla quale nessun geometra perito non può né deve recedere, cosicché anche con qualche variazione non si abbandona la suddetta forma triangolare, ciò che vidi fatto anche da altri maestri periti in simili cose.

Cavagnera: Dicho che otegniando lo modo di magistro Johanne, zoè per li archi e croxere tanto che la nostra gexia non andava ni più bassa ni più alta, né si difformava a nessuna provvisione data in fata.

Appendix II Notes

1 Nava: ‘secundum geometricham rationem triangularem’.

2 Nava: ‘in maximum documentum [sic: read ‘nocumentum’] cecorum se geometras esse fingentium’.

3 Nava: ‘secundum rectam geometriam triangullarem’.