Going into the mould Materials and process in the architectural specification
Katie lloyd thomas
To know the true hylomorphic relation it is not enough to go into the workshop and work with the artisan: one must go into the mould itself to follow the operation of form-taking at different levels and scales of physical reality.
Gilbert Simondon1In the chapter ʻForm and Matterʼ in The Individual and its Physico-Biological Genesis, Gilbert Simondon sets out a method for understanding form-taking in terms of a chain of processes, as opposed to the simple imposition of form on matter. To understand a technical operation such as the moulding of a brick in the terms of hylomorphism, he argues, is to have ʻthe knowledge of someone who stays outside the workshop and only considers what goes in and comes outʼ. To understand a technical operation in more adequate terms it is not enough to enter the workshop, ʻone must go into the mould itselfʼ. Simondon proceeds to rewrite the operation of moulding bricks, not in terms of form and matter, but as what he calls a ʻclay/mould systemʼ.  Through this redescription – this ʻgoing into the mouldʼ – he challenges the limitations of the hylomorphic schema and argues for alternative models of the technical operation.
Simondonʼs rethinking is particularly interesting in its detailed accounts of the clay ʻat different levels and scales of physical realityʼ. He describes a range of processes from the clayʼs preparation in the brickworks to the dynamics of its colloidal structure. By going into the mould he shows that clay is no generic matter. Rather, it is a speciﬁc material prepared in a series of speciﬁc ways that make a particular kind of form-taking possible. His challenge to the hylomorphic schema may thus be understood to lie in the distinction between clay as ʻmatterʼ in general and clay as a speciﬁc material used in a speciﬁc context and practice.
It is this distinction between matter and materials that drives my appropriation of Simondonʼs method. I take it up in order to understand the ways in which the practice of architecture treats and conceives building materials and the implications of these conceptualization. Rather than rewrite the technical operation myself, as Simondon does, I look at a variety of descriptions used by architects to specify the material aspects of building, and ask what kinds of conceptualizations of materials they suggest. My primary source is the architectural speciﬁcation: a contractual document that describes in writing the materials and processes of building and is almost entirely neglected outside practical and technical literature.  It yields a number of rather different conceptualizations – some clearly structured in hylomorphic terms, some in terms of processes and others not encompassed by Simondonʼs two models, such as the recipe or the performance speciﬁcation. Because of their role as part of architectural documentation these conceptualizations are particularly interesting. They not only reveal something about the way materials are understood, they are also part of the mechanism through which buildings are produced.
The historical and contextual variation between speciﬁcations is one of the documentʼs most endearing and revealing features. Typically, at least until the 1960s when the Royal Institute of British Architects (RIBA) began standardizing the speciﬁcation, they were documents which accumulated within architectural practices, keeping, repeating and modifying clauses from speciﬁcations for previous buildings, hoarding clauses whose signiﬁcance no one could remember or dared to omit. The speciﬁcation for a concrete house for a private client might run to thirty typed pages, while for a concrete factory built at the same time the speciﬁcation is a simple list of what to do typed on to three sheets.  In the ﬁrst edition of the journal Speciﬁcation, published in 1898 to provide architects with exemplary clauses, the index of sections clearly reﬂects the trade-based nature of the contemporary practice of specifying. In the ﬁrst edition of the standardized version, the National Building Speciﬁ cation, published in 1973, these titles are substituted with abstract letters – building as alphabet – and the sections have been reconﬁ gured in terms of objects and components.
Understanding materials as matter
It is in part through its alliance with geometry and form that architecture established itself as a profession that was separate from craft and construction.  The other side of this separation was the relegation of materials to the practical underside of architecture, which leads to a tendency in both discourse and practice to conceptualize the form/materials relationship in the terms of the form/matter dyad. This slippage between matter and materials also appears in philosophical accounts of matter, as I will show. Within architecture it can suggest that building materials are mere substrate: inert, substitutable and prior to construction as matter. A hylomorphic understanding of form and materials can set up some very peculiar and problematic deﬁ nitions of building materials.
The form/materials dyad clearly inﬂ uences the arrangement of Table 2/3, one of four tables of categories in SfB, an indexing system used to organize information libraries in architectural practices. SfB was developed in Sweden in the 1950s and adapted for use in Swedish speciﬁ cations with the aim of replacing the ʻoutgrownʼ trade-based arrangement of the speciﬁ cation with a logical, government-funded system.  It was adopted in the UK in the 1960s, ﬁ rst for library classiﬁ cation. It was later adapted to provide the structure and categories of the ﬁ rst standardized National Building Speciﬁ cation (NBS) in the UK. Table 2/3 demonstrates the inﬂ uence of the hylomorphic schema on the description of materials, and at the same time rewrites the form/matter dyad in terms of materials, as if they are simply positive instances of matter (see over). In particular, we see that Table 2/3 is in fact the combination of two tables, ʻformʼ and ʻmaterialsʼ.
No. 0 the built environment, [ʻthe whatʼ] ʻthe ﬁ nal result of the construction processʼ No. 1 the different parts or elements of building, [ʻthe whatʼ] ʻparts which form in combination the building types and spaces in table 0ʼ A study of the speciﬁ cation cannot avoid tracking these changes and their relationships to the context of architectural production; it avoids the idealism which Andrew Benjamin has observed in some material based accounts of architecture such as the tectonics of Kenneth Frampton.  An account of materials through an analysis of the speciﬁ cation is almost inevitably mat erialist. In addition, the speciﬁ cation offers a neces sarily mediated encounter with materials that recognizes them as productions in themselves. Thus, a study of materials as they appear in the speciﬁ cation does not strive for a direct aesthetic experience of them of the kind to be seen in the material-based phenomenology of Peter Zumthor, Stephen Holl or Juhaani Pallaasma. We need to be wary of such approaches, suggests Nick Coetzer, which can ʻbewilder our senses and subdue our critical facultiesʼ. A ʻmaterial-based phenomen ologyʼ he goes on, ʻis political in its erasing of any overt political tracesʼ.  Here the speciﬁ cation opens up a series of conceptual questions concerning the relationships of ʻmatterʼ and ʻmaterialsʼ, but refuses to understand them as other than or simply prior to the conditions of architecture and building practice. Concepts of materials are understood as both contingent and productive.Speciﬁ cation, Vol. 1, 1898 Excavator Well-Sinker Concretor Bricklayer Drainlayer Terra Cotta Worker Mason Pavior Carpenter [etc.] National Building Speciﬁ cation, 1973 A Preliminaries and general conditionsB Demolition Site clearanceC Excavation FillingE Concreting Formwork Reinforcement Concrete ﬁ nishesF Brick and block walling and pavingH Structural steel and timber Metalwork Joinery Boarding TrimsJ Mesh LaminatingL Foil, paper, plastics and felt sheet coverings and embedded membranes [etc.]Construction Indexing Manual, RIB A, London, 1969No. 2/3 ʻconstruction forms and materialsʼ [ʻthe howʼ] ʻconstruction forms and products (table 2) and materials (substances) (table 3) which form singly or in combination the elements in table 1ʼNo. 4 ʻactivities and requirementsʼ ʻabstract concepts unlike the objects in Tables 0, 1, 2/3ʼ9Unlike the other three tables used in SfB, components of tables 2 and 3 can never be referred to independently. A term from both the horizontal axis ʻconstruction formʼ and the vertical axis ʻmaterialʼ must always be used:
Table 2 Construction Form is never used without Table 3 Materials, and for this reason both tables are combined in this section as table 2/3.10
This results in two curiously abstract general categories in the table – lower case ʻyʼ or ʻAny and all materialsʼ and upper case ʻYʼ or ʻProducts in generalʼ. These appear at the end of each axis and must be used to index literature which is concerned with a material such as clay, but not with any one form of it, or with forms of construction such as bricks which encompass more than one material (e.g. clay, glass, concrete, etc.). Neither construction forms nor materials can be referred to without the other. As Aristotle made clear, neither form nor matter is a substance in itself.
In its composite structure table 2/3 recalls Aristotleʼs formulation in Book Zeta of the Metaphysics:All outputs of production can be split up, with this component and that component … the one is matter and the other form. 
Aristotle chooses the example of the bronze sphere to illustrate his discussion:
In speaking here of matter I have in mind, say, the bronze of a statue, while by shape-form I mean the geometry of the objectʼs appearance and by the composite the statue itself as a whole entity. 
He seems to be aware that his particular choice of example lends itself to an understanding of form and matter as separate. He points out that, unlike the case of man who is always made of ﬂ esh and bones and cannot be imagined in any other matter, in the case of a sphere it is easy to separate out form and matter because the shape ʻmay be imposed on bronze, on stone and on woodʼ. We can imagine that each of these materials is interchangeable – and could be substituted in the argument by any other.  Construction Indexing Manual, RIB A, London, 1969In Table 2/3 the categories along each of the axes are placed next to each other as if they have the kind of equivalence Aristotle assumes. Along the top the ʻformsʼ loosely reﬂ ect the traditional trade divisions of the speciﬁ cation – foundations, structure, walls and ceilings, ﬁ nishes – a logic from practice that becomes inaccessible once it is abstracted into the elements here. But the categories down the side – ʻformedʼ ʻformlessʼ and ʻagentsʼ – might inspire the kind of ʻwondermentʼ Foucault has described in his encounter with Borgesʼs Chinese encyclopaedia of animals.  The building rationale behind the three divisions is hard to ascertain even if their poetry is delightful.
Although Aristotleʼs bronze sphere lends itself so easily to a composite deﬁ nition, the bronze it is formed out of is no less just one instance of matter than the ʻmaterialsʼ running down the vertical axis of table 2/3. It is precisely because of its speciﬁ c properties that bronze exempliﬁ es matter so beautifully – it can be formed into any shape, melted down to be reformed, and once formed it remains stable. Despite Aristotleʼs suggestion that they could be substitutes, neither wood nor stone is ʻmatter-likeʼ in the way bronze is. Stone cannot be reshaped, and wood has a history as a living thing and is shot through with ʻimplicit formsʼ. When bronze stands in for generic matter it is its particular properties that lend Aristotleʼs argument its force.
Specifying materials in a variety of clauses
Table 2/3 is riddled with gaps and anomalies that demonstrate the inadequacy of Aristotleʼs composite structure for use in relation to building materials. The speciﬁ cation, on the other hand, yields a great variety of deﬁ nitions of materials that might be seen as alternatives: the material as recipe or as species, for example. As Simondon noted in relation to the observer outside the workshop, who only sees what goes in what comes out, table 2/3 tends to conﬁ ne its categories to object-based or static understandings of materials with very few exceptions.  Most interestingly, the speciﬁ cation yields two alternatives that reﬂ ect a more dynamic understanding of materials: the performance speciﬁ cation and what I call the ʻprocess-based clauseʼ, which will be the main focus here. In addition, the form of the classiﬁ cation – what is described about the material and what is omitted – changes between materials, and for a material like concrete, even between the different contexts of its use. In a sense, the form of the clause is prepared for what it will describe, or shaped towards it, in a similar way in which Simondon describes clay being prepared for the brick mould. So, for example, although the materials speciﬁed in the contemporary clauses for natural stone and reconstituted stone are each to be used as external claddings and might have a very similar visual appearance, they are described in rather different ways.
F21 NATURAL STONE ASHLAR WALLING/ DRESSINGS To be read with Preliminaries/General conditions. TYPES OF WALLING/ DRESSINGS110 ASHLAR ______ . Stone: Name (traditional): ______ . Petrological family: ______ . Colour: ______ . Origin: ______ Finish: ______ . Supplier: _______ . Quality: Free from vents, cracks, ﬁssures, discolouration, or other defects adversely affecting strength, durability or appearance.
Before delivery to site, season thoroughly, dress and work in accordance with shop drawings prepared by supplier. Mortar: As section Z21. Mix: ______ . Sand: ______ . Other requirements: ______ . Bond: ______ . Joints: Flush. Width: ______ mm. Pointing: ______ . Features: ______ . […]F22 CAST STONE ASHLAR WALLING/ DRESSINGS To be read with Preliminaries/ General conditions. TYPES OF WALLING/ DRESSINGS110 CAST STONE ______ . Cast Stone Units: Manufacturer: ______ . Product Reference: ______ . Absorption: As clause ______ . Compressive strength: To BS 1217. Cube strength: Average (minimum): ______ . Single (minimum): Not less than ______ . Finish: ______ . Colour: ______ . Mortar: As section Z21. Mix: ______ . Sand: ______ . Bond: ______ . Joints: Flush. Width: ______ . Pointing: ______ . Other requirements: ______ .16
The clause for natural stone speciﬁes its source. It is identiﬁed by geographic origin and its geological classiﬁcation. The cast stone, however, which is produced rather than simply extracted, is identiﬁed by a manufacturer and reference.  It is also deﬁned in relation to its strength and absorption – in other words in terms of its behaviour or performance.
This variety is particularly striking in the case of concrete, which is used in so many ways in building – broken up into pieces as hardcore, mixed, poured into the ground, or into complex casts, laid as blocks and so on. For example, in the case of hardcore it is described in terms of its dimensions or gauge:
Make up to required levels under concrete beds and pavings with approved brick hardcore broken to pass a 75 mm gauge.18 When it is to be made up on site, concrete is deﬁned as recipes of ingredients for speciﬁc mixes and also in terms of its consistency for handling or workability:Mix A – one part cement to seven parts all-in aggregate to pass a 38 mm sieve Mix B – one part cement to seven parts all-in aggregate to pass a 19 mm sieve The concrete shall be prepared in an approved mixer, or delivered to site ready mixed to BS 5328: 1981, with only enough water added to give a good workable mix. 
The last clause, which refers to a British Standard, also makes it clear that concrete is subject to regulation and embedded in law.
In Table 2/3 the ﬁrst column ʻcast in situʼ contains only one reference, to ʻconcrete, cementʼ. It was a special condition – referring to a process of fabrication among all the other objects along the top axis. Prior to their standardization, however, speciﬁcations are full of descriptions of the processes of building. Many pages are devoted to concrete fabrication and all kinds of details appear, from the washing out of buckets to the precise ways in which strata of paint are to be applied. These ʻprocess-basedʼ clauses are particularly interesting because they have been almost entirely eradicated from the contemporary speciﬁcation since their peak usage in the 1960s and there seems to be something at stake in their exclusion.
For Simondon it is precisely the processes through which individuation occurs which are ʻveiledʼ in the hylomorphic account of a technical operation such as the forming of a clay brick. Clearly, clay is used for its speciﬁc properties and is not any matter. As Simondon explains, if we ﬁlled the mould with sand and opened it we would still have a pile of sand, not a brick. Moreover, particular processes must prepare the clay in order that its interaction with the brick mould is possible. These processes, such as crushing the clay with rollers and grinding it into smaller pieces, only work because the clay is not already soft and plastic, as it will be when it reaches the mould. Simondon concentrates on the microscopic structure and the networks of reactions taking place. These allow him to reconceive the mould as a limit condition to an energetic transformation, rather than the imposition of form on a passive clay, and to think of the clay in terms of its singularities and implicit forms – in the way we might imagine a material like wood has its own knots and grain. He takes seriously processes as things in their own right, which individuate by making relations between different orders:
The method would encourage, on the one hand, a refusal to construct the essence of a given reality by means of a conceptual relation between two imposed terms, and on the other, a consideration of any veritable relation as something existing in its own right. 
The process-based clause
Simondonʼs demonstration of the inadequacies of the form/matter model for an account of brick production is pertinent to another use of the mould: concrete fabrication – the special condition in Table 2/3. Concrete speciﬁcations (at least, pre-standardisation) reveal another story – there the processes of form-taking are rendered in great, even loving, detail.
The clauses of the speciﬁcation that describe concrete casting in rigid formwork reveal the minute details of the techniques that are used to ensure precisely that casting appears to take place in the terms of the hylomorphic schema. The two buildings I shall look at here are, in the rhetoric of architectural styles, supposed to represent rather different approaches to concrete casting: the smooth white concrete of modernism and the raw béton brut of brutalism. Alison Smithson, a leading architect of the brutalist movement, for example, said of modernist building that it was ʻnot built of real materials at all but some sort of processed material such as Kraft cheese: we turned back to wood and concrete, glass and steel, all the materials which you can really get hold of.ʼ  At the detail of process, however, both approaches seem equally concerned with making concrete in such a way that it seems to reproduce ʻmatterʼ.
The ﬁrst speciﬁcation is for a modernist house at Farnham Common designed by Val Harding with Tecton in 1934–3522 and built using reinforced concrete (below and over). The section for the Concretor is the longest, perhaps because it was still an unfamiliar technology – or perhaps because the architect was so enchanted with it. But a close reading reveals the degree of care involved in making sure that the cast walls conform as closely as possible to the perfect lines of the rigid formwork. For example, the formwork must not deform when the concrete is poured:
F.R.S . York e, The Modern House, Arc hitectural Press, 1946FORMWORK 106. Form work must be erected true to line; be properly braced and of sufﬁ cient strength to carry the dead weight of the concrete with any constructional loads without excessive deﬂ ection.23And the external concrete walls were to be polished, ʻrubbed down with a wood ﬂ oat and sanded till perfectly smoothʼ after casting:
EXTERNAL FINISH 111. The shuttering for the external surfaces of all walls, reveals, copings, sofﬁ ts and fascias must be perfectly smooth. As soon as the shuttering is struck and while the concrete is still green the above mentioned surfaces must be rubbed down with a wood ﬂ oat and sanded till perfectly smooth. On no account must a cement grout be used. 
What we see here are the details of those processes used to make concrete appear as if it is amorphous matter that can be formed perfectly into the orthogonal shapes of the architectʼs modernist concept. 
The speciﬁ cation for the Elfrida Rathbone School for the Educationally Subnormal (right) designed by John Bancroft for the LCC in 1961 and built 1963–64 describes how the marks of the timber shuttering were to be left in the exposed concrete walls of the raised assembly hall. While we see a very similar clause for building the formwork, it is stressed that the concrete must not be rubbed down in this case, or the timber tracery would be lost:
C14. Where concrete beams, slabs, etc. are shown on the drawings be a shuttered concrete ﬁ nish, the Contractorʼs attention is drawn to the very high standard of accuracy, consistency and ﬁ nish of concrete that will be required. The greatest care will be called for in formwork, mixing and placing of concrete, positioning of construction joints, removal of shuttering, etc. and the Contractor will be deemed to have allowed for this in his tender. No rubbing down or making good will be allowed after removal of the shuttering to any of these surfaces. The resulting concrete surface is to be free of any honeycombing, cavities, pitting and any imperfections not the result of the texture of the concrete.26Nor must it exhibit any irregularities. While this method of concrete casting is supposed to be more ʻhonestʼ, because it registers an aspect of its fabrication, what is particularly striking is that the architect edits other parts of the process from the ﬁ nished product. While he insists that the grain of the shuttering is inscribed into the ﬁ nished wall, traces of the boltholes must disappear:
C14A FORMWORK AND MOULDS … Formwork is to be erected true to line and to the proﬁ les shown. Where a shuttered concreted ﬁ nish is indicated the formwork shall be so designed to produce the formwork patterns shown on the drawing and shall be of rough sawn, clean new timber with a pronounced grain all to the approval of the Architect… Boltholes will not be allowed in any ﬁ nished surfaces. 
Thus the architect ensures that only the timber shuttering will determine the appearance of the concrete. Other aspects of fabrication are censored. At the level of these tiny details we see how the formwork must appear to impose form, both at the scale of the whole piece, and at the scale of its texture, where the grain of another material forms the surface of the concrete whose own variegations and implicit forms RIB A Arc hiv es, S&G/17/3– swelling, sweating, the texture of the aggregate – are rendered invisible, and also how the concrete must appear to behave like matter.
Specifying in practice: from process to performance
During the 1960s the RIBA speciﬁcations panel began working towards the standardization of the speciﬁcation that was ﬁnally published in 1973 as the National Building Speciﬁcation, with a structure that was in part developed from the object-based categories of the SfB system.  According to one of the members of the team who developed the NBS an explicit aim was ʻto describe “work in place”, i.e. the ﬁnished result rather than the process of achieving it.ʼ  The process-based clause has almost entirely disappeared from the NBS, and with it to a large extent the architectʼs access to the processes of building. The speciﬁers I have spoken to report that these changes are leaving contractors in greater control of the selection of materials, and increasing the difﬁculty of specifying materials or ways of building that are outside industry norms. In fact, the current digitized NBS offers a drop-down menu of material choices that is extremely laborious to override. In addition the processes involved in building materials – labour, transportation, extraction, production and so on – disappear from view.
To return to Simondonʼs image, the disappearance of the process-based clause leaves the architect once more outside the workshop, in a position where the technical operation appears to take place according to the hylomorphic schema, and building materials can be understood in terms of matter. A ﬁrst conclusion might be, then, that the kinds of clauses in use in the speciﬁcation inﬂuence the ways materials are conceptualized; and the extent to which they mirror the hylomorphic schema or construct alternatives to it can also be seen to depend on developments in the broader contexts of the industry.
For Simondon ʻthe forgetting of processʼ  is, as we have seen, the losing sight of the speciﬁc processes and contexts that set up the circumstances in which a material can take part in a technical operation. Thus, looking at a clay brick in the terms of the hylomorphic schema, we see only homogeneous matter and the imprint of form, not the ʻhistorical singularitiesʼ through which the brick came into being:
The dominance alone of the techniques applied to materials rendered plastic by preparation can ensure to the hylomorphic schema an appearance RIB A Arc hiv e RIB A Journal, April 1973of explanatory universality, because this plasticity suspends the action of historical singularities provided through the material. 
On the one hand, hylomorphism and the forgetting of process are a particular way of understanding the world; on the other, Simondon seems also to suggest here that certain techniques of fabrication are able to reinforce the schema. A second conclusion might therefore be that, as we have seen in the two examples of concrete rendered matter-like through techniques of casting and ﬁnishing, the schema is physically reproduced and thus naturalized. If the apparent realization of the schema contributes to its conceptual dominance, then it is perhaps only at the level of process that the intricacies of the technical operation can be visible.
I want also to suggest a third more tentative conclusion. What is particularly interesting about the various kinds of deﬁnitions of materials in the speciﬁcation is that they cannot easily be applied equally to all materials and all instances of the uses of materials. Even in the object-based categories of ʻconstruction formsʼ in Table 2/3, a special column had to be made for concrete produced on site. If certain forms of deﬁnition suit certain kinds of materials, then we can see that their disappearance or dominance in the speciﬁcation may also have productive effects on the kinds of materials used, and even on the development of new materials. Even timber, a favourite example for materialist philosophers who want to demonstrate the singularities of material,  has by now been ʻrendered plastic by preparationʼ. The ʻmatter-izationʼ which might seem more natural to a material such as clay is clearly produced in a material such as MDF, which transforms the detritus of large-scale timber production into a material which is homogeneous, uniform and capable of being formed (not just cut) into any shape from sheets to cylinders. Materials like these can be easily described in the terms of abstracted matter, in the numerical and divisible terms of quantity which Marx associated with the speciﬁc materials used for money:
Only a material whose every sample possesses the same uniform quality can be an adequate form of appearance of value, that is a material embodiment of abstract and therefore equal human labour.
On the other hand, since the difference between the magnitudes of value is purely quantitative, the money commodity must be capable of purely quantitative differentiation, it must therefore be divisible at will, and it must also be possible to assemble it again from its component parts. Gold and silver possess these properties by nature. 
It may come as no surprise, then, to discover that the form of clause on the ascendancy in the architectural speciﬁcation is the one that describes materials in precisely these terms. The performance clause, of which we saw some examples in the speciﬁcation for cast stone, describes the behaviours of materials in numerical terms – as in this example of a recent speciﬁcation for glass.
H10 PATENT GLAZING371 HEAT CONSERVATION Average thermal transmittance (U-value) of patent glazing: ______ 391 SOLAR AND LIGHT CONTROL Glazing panes/units: Must have: Total solar energy transmission of normal incident solar radiation (maximum): ______ . Total light transmission (minimum): ______ .401 THERMAL SAFETY Glazing panes/units: Must have adequate resistance to thermal stress generated by orientation, shading, solar control and construction.411 ACOUSTIC PROPERTIES Sound transmittance: Minimum weighted sound reduction index (Rw) within 100 to 3150 Hz frequency range to BS 5821-3: ______ . Location: ______ .34
If the ʻforgetting of processʼ enables us to imagine clay as generic matter and to overlook the speciﬁc processes and preparations that allow it to take part in a particular interaction, the performance speciﬁcation describes material without reference to any speciﬁc kind of material. As such, it is a particularly apt form of deﬁnition for homogeneous, matter-like materials and, in practice, allows a contractor to choose any material that ﬁts the performance criteria. Yet despite this, the performance speciﬁcation is no purely functional ʻdescriptionʼ; it develops out of speciﬁc material and has enormous implications and effects.
A peculiarity of Simondonʼs account is that he limits his understanding of process and ʻhistorical singularitiesʼ to the physical operations of form-taking and excludes the social, political and economic processes that also produce the technical operation and the way it is conceptualized. In examining the eradication of the process-based clause and the ascendancy of the performance-based clause we cannot ignore these processes. The clauses of the speciﬁcation are a site where relationships between concepts of materials, the forces of production and the production of materials can be examined. Whether we stand outside the workshop or ʻgo into the mouldʼ is determined by more than the kinds of concepts at our disposal.
Thanks to Adrian Rifkin and Peter Osborne for advice and enthusiasm, and to the many speciﬁers who have discussed their practice with me, particularly Colin McGregor, Martin Mulchrone and Jim Randall.
1. ^ Gilbert Simondon, Lʼindividu et sa Genèse PhysicoBiologique, Press Universitaires de France, Paris, 1964, p. 40.
2. ^ Ibid., pp. 40–41.
3. ^ Katherine Shonﬁeldʼs wonderful piece on the cavity wall is a rare exception. Katherine Shonﬁeld, ʻWhy Does Your Flat Leak?ʼ, in Walls Have Feelings, Routledge,
5. ^ Andrew Benjamin, ʻPlans to Matter: Towards a History of Material Possibilityʼ, in Katie Lloyd Thomas, ed., Material Matters: Architecture and Material Practice, Routledge, London, 2007.
6. ^ Nicholas Coetzer, ʻBetween Birdsʼ Nests and Manor Houses: Edwardian Cape Town and the Political Nature of Building Materialsʼ, in Lloyd Thomas, ed., Material Matters, p. 191.
7. ^ For an excellent account of this separation, see particularly Alberto Pérez-Gómez, Architecture and the Crisis of Modern Science, MIT Press, Cambridge MA, 1983.
8. ^ See L.M. Giertz, SfB And Its Development 1950–1980, CIB/SfB International Bureau, Dublin, 1982, pp. 5–6.
9. ^ Table 2/3 and the deﬁnitions of each of the other tables are taken from the section openers in the Construction Indexing Manual, RIBA Publications, London, reprinted 1969. The distinction between ʻthe whatʼ (building elements, such as car parks, assembly halls, or ceilings) and ʻthe howʼ (components of constructing that building and those parts) was another of SfBʼs aims and is discussed in Giertz, pp. 8–9, from where I have taken the ʻwhatʼ and ʻhowʼ categories.
10. ^ Construction Indexing Manual, p. 63.
11. ^ Aristotle, Metaphysics, trans. H. Lawson-Tancred,
Penguin, London, 1988, p. 194.
12. ^ Ibid., p. 174.
13. ^ Ibid., p. 207.
14. ^ ʻIn the wonderment of this taxonomy, the thing we apprehend in one great leap, the thing that … is demonstrated as the exotic charm of another system of thought, is the limitation of our own, the stark impossibility of thinking that.ʼ Michel Foucault, The Order of Things (1966), Tavistock Publications, London, 1974, p. xv.
15. ^ The ﬁrst column, ʻcast in situʼ (which I will return to), concerns fabrication or ʻprocessʼ, and a number of columns contain a deﬁnition of what the material is to do – ʻprotective materialsʼ, ʻﬁxing, jointing agentsʼ, ʻstructural unitsʼ, or, in other words, how it is to perform.
16. ^ NBS, National Building Speciﬁcation: Standard Version (Update 38), RIBA Enterprises, London, 2004, F21, F22.
17. ^ John Gelder, NBS Content Development Manager, makes a distinction – which I have not followed – between materials which can be used in any way (such as natural stone) and products (such as cast stone) which are produced for an intended function in the building industry. Email correspondence with the author, 17 January 2005. For Marx ʻraw materialsʼ have already ʻundergone some alterations by means of labourʼ in becoming commodities and the distinction in Gelderʼs terms is not a valid one. ʻHence,ʼ Marx writes, ʻwe see that whether a use-value is to be regarded as raw material, as instrument of labour or as product is determined entirely by its speciﬁc function in the labour process, by the position it occupies there: as its position changes, so do its determining characteristics.ʼ Karl Marx, Capital, Volume 1, trans. B. Fowkes, Penguin, London, 1990, p. 289.
18. ^ Jack Bowyer, Practical Speciﬁcation Writing, Hutchinson, London, 1985, p. 55.
19. ^ Ibid., p. 57.
20. ^ Gilbert Simondon, ʻThe Genesis of the Individualʼ, trans.
M. Cohen and S. Kwinter, in Zone 6: Incorporations, ed. S. Kwinter and J. Crary, Zone, New York, 1992, p. 312.
21. ^ Interview with Alison Smithson, Zodiac 4, 1959, p. 64, cited in Andrew Higgott, Mediating Modernism: Architectural Cultures in Britain, Routledge, London, 2007, p. 92.
22. ^ For details of this building, see Jeremy Gould, Modern Houses in Britain 1919–1939, Society of Architectural Historians of Great Britain, London, 1977, and Architectural Review, October 1935, pp. 123–6.
23. ^ Valentine Harding, Speciﬁcation of Works required to be done and materials to be used in connection with erection and completion of a House at Farnham Common, Near Slough, Bucks, for Valentine Harding, Esq, April 1934, RIBA Archives SaG/17/3, p. 12.
24. ^ Ibid., p. 14.
25. ^ There are two curved walls in the Harding house but they are constructed from blockwork – not concrete – and rendered with a thick plaster.
26. ^ Ibid., p. 31.
27. ^ Speciﬁcation for the Works at the Elfrida Rathbone School for the Educationally Subnormal, 1961, RIBA Archives LCC/AD/1, p. 13. The school, in South London, was designed in 1961 and built in 1963/4. It was designed by John Bancroft at the LCC, who went on to design the better known Pimlico School. For more details, see John Bancroft, ʻHealth, Power and Pleasureʼ, RIBA Journal, April 1973, pp. 192–3.
28. ^ My narrative of the standardization of the NBS has been traced in part from journal articles and correspondence with Colin McGregor, who has worked on the NBS since its preparation, but in the main from the collection of papers from various committees held by the RIBA archive; RIBA/STECH.
29. ^ Colin McGregor, email to the author, 6 March 2006.
30. ^ Alberto Toscano cites this phrase from Isabelle Combesʼs commentary on Simondonʼs work in The Theatre of Production: Philosophy and Individuation between Kant and Deleuze, Palgrave Macmillan, London, 2006, p. 142.
31. ^ Simondon, Lʼindividu, p. 59.
32. ^ See, in particular, ʻMeaning is Forceʼ, Brian Massumiʼs wonderful account of a woodworker making a table in which he recasts the technical operation in terms of ʻan encounter between lines of forceʼ. Brian Massumi, A Userʼs Guide to Capitalism and Schizophrenia, MIT Press, Cambridge MA, 1992, pp. 10–21. Simondon also discusses wood, pointing out that it is treated as homogeneous when it is cut ʻabstractlyʼ by mechanical saw ʻaccording to a geometric planʼ, but also as having ʻimplicit formsʼ – its grain, undulations, knots and so on – when it is split with a wedge and follows the ﬁssure.
Simondon, Lʼindividu, p. 57.
33. ^ Marx, Capital, Volume 1, p. 184.
34. ^ National Building Speciﬁcation, H10.