MALAYSIAN STANDARD
MS 1064: PART 1:2001
GUIDE TO MODULAR COORDINATION IN BUILDINGS : PART 1 : GENERAL PRINCIPLES (FIRST REVISION)
ICS : 25.060.10 Descriptors :
modular coordination, dimension coordination, modules, reference systems, submodular increment, horizontal coordination dimension, vertical coordinating dimension, joints
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DEVELOPMENT OF MALAYSIAN STANDARDS The Department of Standards Malaysia (DSM) is the national standardisation and accreditation body.
The main function of the Department is to foster and promote standards, standardisation and accreditation as a means of advancing the national economy, promoting industrial efficiency and development, benefiting the health and safety of the public, protecting the consumers, facilitating domestic and international trade and furthering international cooperation in relation to standards and standardisation.
Malaysian Standards are developed through consensus by committees which comprise of balanced representation of producers, users, consumers and others with relevant interests, as may be appropriate to the subject in hand. adoption of international international standards.
These standards where appropriate are
Approval of a standard as a Malaysian Standard Standard is
governed by the Standards of Malaysia Act 1996 (Act 549).
Malaysian Standards are are
reviewed periodically. The use of Malaysian Standards is is voluntary except in so far as they are made mandatory by regulatory authorities by means of regulations, local by-laws or any other similar ways.
The Department of Standards appoints SIRIM Berhad as the agent to develop Malaysian Standards. The Department also appoints SIRIM Berhad as as the agent for distribution and sale of Malaysian Standards.
For further information on Malaysian Standards, please contact:
Department of Standards Malaysia Tingkat 21, Wisma MPSA Persiaran Perbandaran 40675 Shah Alam Selangor D.E.
OR
SIRIM Berhad 1, Persiaran Dato' Menteri P.O. Box 7035, Section 2 40911 Shah Alam Selangor D.E.
Tel: 60 3 5519 8033 Fax: 60 3 5519 2497
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Email:
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MS 1064: PART 1: 2001
CONTENTS Page
Committee representation ……………………………………………………..….…
iii
Foreword ………………………………………………………………………… …………………………………………………………………………….... …....
iv
SECTION 1 : GENERAL 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7
Introduction …………………………………………………………………… ………………………………………………………………………….… …….… Scope …………………………………………………………… …………………………………………………………………………………. ……………………. Field of application ………………………………………………………………….… Referenced documents ……………………………………………………… ………………………………………………………….….. ….….. Definitions ………………………………………………………………… ………………………………………………………………………….…. ……….…. Principles and rules …………………………………………………………… ………………………………………………………………..… …..… Basic module …………………………………………………… ……………………………………………………………………….... ………………….... Submodular increments …………………………………………………… ……………………………………………………………. ……….
1 1 2 2 2 10 16 16
SECTION 2 : HORIZONTAL COORDINATING DIMENSIONS 2.1 2.2 2.3
Preferred multimodular sizes for horizontal dimensions ………………………….. ………………………….. 18 Multimodules for horizontal coordinating dimensions ……………………………... 21 Reference lines of horizontal controlling coordinating dimensions …………….… 21
SECTION 3 : VERTICAL COORDINATING DIMENSIONS 3.1
Modular floor plane for vertical dimensions …………………………………….….. …………………………………….….. 23
SECTION 4 : JOINTS 4.1
Fundamental principles for design of joints in buildings ………………………….. 26
Table 1 Series of preferred multimodular sizes for horizontal dimensions …………….…. 19
Figures 1 Example of a modular space grid ………………………………………………….... 2 Examples of superimposed modular grids ……………………………………….… 3 Interruption of modular grids …………………………………………… ………………………………………………….…….... …….…….... 4 Example of displacement of modular grids …………………………………..……... 5 Example of a building component located in its allotted modular space ……..….
13 14 14 15 15
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MS 1064: PART 1:2001
9 10 11 12 13 14 15 16
Example of specification for preferred modular sizes for partitioning of floor spaces in building ……………………………………………………………………… 20 Controlling dimension between boundary planes ………………………………... 21 Controlling dimensions between axial planes …………………………………….… 21 Controlling dimensions between two modular planes spaced at 300 mm (3M) apart and in axial position (by displacement of grids) ………………………. 22 Illustration of floor levels………………………………………………………………… 23 Modular floor plane coinciding with upper surface of floor f loor covering (level A)…… 24 Modular floor plane coinciding with upper surface of rough floor (level B) …..… 24 Modular floor plane coinciding with upper surface of structural floor (level C) …... 25
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MS 1064: PART 1: 2001
Committee representation representation
The Building and Civil Engineering Industry Standards Committee (ISC D) under whose supervision this Malaysian Standard was developed, comprises representatives from the f ollowing organisation organisations: s: Association of Consulting Consulting Engineers Engineers Malaysia Chartered Institute of Buildings Malaysia Construction Industry Development Board Malaysia Department of Standards Malaysia Jabatan Bekalan Elektrik dan Gas Jabatan Bomba dan Penyelamat Malaysia Master Builders Association Malaysia Ministry of Housing and Local Government (Housing Department) Ministry of Works (Public Works Works Department) Pertubuhan Akitek Malaysia The Institution of Engineers, Malaysia Universiti Teknologi Malaysia
The Technical Committee on Modular Coordination which developed this standard was managed by t he Construction Industry Development Board Malaysia (CIDB) in its capacity as an authorised Standards-Writing Organisation and comprises of the following organisations: organisations: Association of Consulting Consulting Engineers Engineers Malaysia Construction Industry Development Board Malaysia (Secretariat) Federation of Malaysian Manufacturers Manufacturers International Islamic University Malaysia Institution of Surveyors Malaysia Jabatan Kerja Raya Malaysia Jabatan Perumahan Negara Malaysian Timber Industry Board Master Builders Association Malaysia Pertubuhan Akitek Malaysia SIRIM Berhad The Institution of Engineers, Malaysia Universiti Putra Malaysia Universiti Teknologi MARA
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MS 1064: PART 1:2001
FOREWORD This Malaysian Standard was developed by the Technical Committee on Modular Coordination under the authority of the Building and Civil Engineering Industry Standards Committee. Development of this standard was carried out by the Construction Industry Development Board Malaysia (CIDB) which is the Standards-Writing Organisation (SWO) appointed by SIRIM Berhad to develop standards for the construction industry. This Malaysian Standard is the first revision of the following standards:
-
MS 1064 : Part 1 : 1988, Guide to modular coordination in buildings : Part 1 : Basic module MS 1064 : Part 2 : 1988, Guide to modular coordination in buildings : Part 2 : Terminology and graphics conventions MS 1064 : Part 3 : 1988, Guide to modular coordination in buildings : Part 3 : Principles and rules MS 1064: Part 4 : 1988, 1988, Guide to modular coordination in buildings : Part 4 : Submodular increments MS 1064 : Part 5 : 1988, Guide to modular coordination in buildings : Part 5 : Series of preferred multimodular sizes for horizontal dimensions MS 1064 : Part 6 : 1988, Guide to modular coordination in buildings : Part 6 : Multimodules for horizontal coordinating dimensions MS 1064 : Part 7 : 1988, Guide to modular coordination in buildings : Part 7 : Modular floor plane for vertical dimensions MS 1064 : Part 11 : 1988, Guide to modular coordination in buildings : Part 11 : Reference line of horizontal controlling coordinating dimensions MS 1064 : Part 14 : 1988, Guide to modular coordination in buildings: Part 14 : Fundamental principles for design of joints in buildings.
MS 1064 consists of the following parts under the general title, “Guide to modular coordination in buildings” : Part 1 : General principles Part 2 : Storey heights and room heights Part 3 : Coordinating sizes and preferred sizes for stairs and stair openings Part 4 : Coordinating sizes and preferred sizes for doorsets Part 5 : Coordinating sizes and preferred sizes for windowsets windowsets Part 6 : Coordinating sizes and preferred sizes for rigid flat sheets Part 7 : Coordinating sizes and preferred sizes for tiles Part 8 : Coordinating sizes and preferred sizes for masonry bricks and blocks Part 9 : Coordinating sizes and preferred sizes for cabinets Part 10 : Coordinating sizes and preferred sizes for reinforced concrete components
This Malaysian Standard cancels and replaces MS 1064 : Part 1 : 1988, MS 1064 : Part 2 : 1988, MS 1064 : Part 3 : 1988, MS 1064 : Part 4 : 1988, MS 1064 : Part 5 : 1988, MS 1064 : Part 6 : 1988, MS 106 4 : Part 7 : 1988, MS 1064 : Part 11 : 1988 and MS 1064 : Part 14 : 1988.
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MS 1064: PART 1: 2001
GUIDE TO MODULAR COORDINATION IN BUILDINGS : PART 1 : GENERAL PRINCIPLES (FIRST REVISION) SECTION 1 : GENERAL 1.0
Introduction
The programme for change to the metric system since 1972 has faced much difficulty due to the complexity and fragmented nature of the building industry itself. A coherent system of coordinating dimensions in the building process is crucially needed to facilitate the communication at all levels from the designers to the manufacturers in the building trade. The introduction of modular coordination in building will constitute a positive step to streamline the industry towards proper metrication in building planning, design, construction, assembly and manufacturing of building materials and components. Thus the aim of this Malaysian Standard is to provide a practical approach towards achieving the following objectives: a)
Facilitates cooperation between contractors and authorities.
building
designers,
manufacturers,
distributors,
b) In the design work, enables buildings to be so dimensioned that they can be erected with standard components without undue restriction on freedom of design. c)
Permits a flexible type of standardisation, which encourages the use of a limited number of standardised building components for the construction of different types of buildings.
d) Optimises the number of standard sizes of building components. e) Encourages as far as possible the interchangeability of components, whatever material, form or method of manufacture. f)
Simplifies site operations by rationalising setting out, positioning and assembly of building components.
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MS 1064: PART 1:2001
1.1.2 To establish the value of the basic module for use in modular coordination of buildings. It applies to the design and construction of buildings of all types. 1.1.3 To establish establish the value of submodular increments for use in modular coordination of buildings. 1.1.4 To establish establish the values of multimodules for horizontal coordinating dimensions dimensions for use in modular coordination of buildings. 1.1.5 To specify series of preferred multimodular sizes for horizontal dimensions in buildings and gives guidance for their use. 1.1.6 To define three positions of the modular floor plane as reference plane for vertical modular dimensions in building design and give rules for the position of the floor in relation to this plane. 1.1.7 To fix the position of the reference lines of horizontal controlling coordinating dimensions. 1.1.8
To outline some basic principles for the design of joints in buildings.
1.2
Field of application
Modular coordination applies to the design of buildings of all types, to the design and the production of building components of all types and to the construction of buildings.
1.3
Referenced documents
The following referenced documents contain provisions which, through reference in this text, constitute provisions of this Malaysian Standards. For dated references, where there are subsequent amendments to, or revisions of, any of these publications do not apply. However, parties to agreements based on this Malaysian Standard are encouraged to investigate the possibility of applying the most recent editions of the referenced documents. For undated references, the latest edition of the publication referred to applies. ISO 1803, Building construction – Tolerances for building – Vocabulary.
1.4
Definitions
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MS 1064: PART 1: 2001
c)
Preferred size A size chosen in advance of others for specific purposes.
d)
Length One of two horizontal dimensions, normally the greater.
e)
Width One of two horizontal dimensions, normally the lesser.
f)
Height The vertical dimension above a horizontal reference line.
g)
Depth The vertical dimension below a horizontal reference level.
h)
Thickness A dimension in any plane when its size is small compared to that of the other dimensions.
1.4.1.2 Coordination a)
Dimension coordination The application or a range of related dimensions to the sizing of building components and assemblies and the buildings incorporating them.
b)
Modular coordination Dimensional coordination using the international basic module, multimodules, submodules and a modular reference system.
1.4.1.3 Modules
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MS 1064: PART 1:2001
d)
Sub-module A module whose size of an agreed subdivision of 100 mm.
e)
Submodular increment An increment size of the value of which of a selected fraction of the basic m odule.
f)
Infra-module A size smaller than basic module.
g)
Modular A descriptive term that indicates the use or application applicatio n of the basic module (100mm) (10 0mm) or a multiple thereof.
1.4.1.4 Building reference reference system system a)
Reference system A system of points, lines and planes to which sizes and positions building component com ponent or assembly may be related.
b)
Reference points A point of a reference system.
c)
Reference line A line of a reference system.
d)
Reference plane A plane of a reference system.
e)
Reference grid
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MS 1064: PART 1: 2001
i)
Zone A space between reference planes within or in relation to which building components is arranged. The space may be left unfilled.
j)
Neutral zone A zone which interrupts the regular increments of a reference s ystem.
k)
Modular reference system A reference system in which the distance between consecutive parallel planes or lines is the international basic module or a multiple thereof.
l)
Modular point A point of a modular reference system.
m)
Modular line A line of a modular reference system.
n)
Modular plane A plane of a modular reference system.
o)
Modular grid A reference grid in which the distance between consecutive parallel lines is the international basic module or a multiple thereof.
p)
Modular grid line A line in a modular grid.
q)
Modular planning grid A planning grid in which the distance between consecutive parallel lines is the international basic module or a multiple thereof.
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MS 1064: PART 1:2001
u)
Modular space A space bounded by modular planes.
v)
Modular axis A line in modular grid, which defines the position in plan of a main load-bearing element (for example wall, row of columns).
w)
Modular dimension A dimension between modular planes.
x)
Modular size The size of a modular dimension.
y)
Modular floor plane Horizontal modular planes continuous over the whole of each storey of a building and coinciding with the upper surface of structural floor.
1.4.1.5 Controlling reference reference system a)
Controlling plane A plane in a planning grid by reference to which the theoretical positions of structural
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MS 1064: PART 1: 2001
g)
Floor-to-roof height The height between the upper key reference plane of one floor and the upper key reference plane of the roof immediately above.
1.4.1.6 Component reference system a)
Coordinating plane A plane by reference to which a building component or assembly assem bly is coordinated with another.
b)
Coordinating space A space bounded by coordinating planes, allocated to a building component or assembly, including allowance for joints and tolerances.
c)
Coordinating dimension i) ii)
d)
A dimension of a coordinating space. A dimension which is common to two or more building components to permit their assembly.
Coordinating size The size of a coordinating dimension.
1.4.1.7 Building component component sizing
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MS 1064: PART 1:2001
g)
Work size A size s ize of a building bui lding com ponent specified for its m anufacture, t o which its actual size should conform within specified permissible deviations.
h)
Nominal size Size of a component used in descriptions and catalogues to designate its format.
i)
Technical size A size governed by important economic considerations. It may be modular only coincidentally.
j)
Limits of size The extreme permissible manufacturing sizes, between which the actual size should lie.
k)
Maximum limit of size The upper limit of size.
l)
Minimum limit of size The lower limit of size.
m)
Tolerance
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MS 1064: PART 1: 2001
Terms
1.4.2.3
Modular axial plane
1.4.2.4
Key modular reference plane
1.4.2.5
Modular zone
1.4.2.6
Non-modular zone (neutral zone, technical coordination space)
1.4.2.7
Modular coordinating dimension
Draughting conventions
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MS 1064: PART 1:2001
Terms
1.4.2.13
Break in dimension line
1.4.2.14
Break in continuity
1.4.2.15
Other lines
1.5
Principles and rules
1.5.1
Basis of modular coordination
Modular coordination is essentially based on: a)
the basic module;
Draughting conventions
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MS 1064: PART 1: 2001 1.5.2.2 Multimodules Multimodules are standardised selected whole multiples of the basic module. Different multimodules will suit particular applications. However, if modular coordination is to be achieved, the values of multimodules should not be chosen arbitrarily and only standardised multimodules (see Section 2) shall be used. By using multimodules, it is possible to achieve a substantial reduction in the number of modular sizes, particularly for component having at least one dimension equal to one of the dimentions of the functional element of which they are a part. A further reduction in the number of modular sizes may be achieved by means of general series of multimodular sizes based on selected multimodules.
1.5.2.3 Submodular increments Submodular increments are selected fractions of the basic module and are used when there is a need for an increment smaller than the basic module.
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MS 1064: PART 1:2001
1.5.4.1 Modular space grid A modular space grid is a three-dimensional ref erence system within which a building and its component are located. Thus, the planes form free modular spaces which, according to the design, may be filled out with modular components. The distance between the planes in such a system is equal to the basic module (basic module grid) or to a multimodule (multimodular grid) (an example is shown in Figure 1). The reference planes in the modular space grid are termed modular planes. NOTE. The multimodule may differ for each each of the three directions directions of the modular modular space grid.
1.5.4.2 Modular grids Designs have to be expressed in two dimensions. To this end, horizontal and vertical projections of the modular space grid, which are known as modular grids, are used. Different modular grids may be superimposed on the same plane or elevation for different purposes (examples are shown in Figure 2).
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MS 1064: PART 1: 2001
1.5.4.6 Displacement Displacement of modular modular grids When several modular grids are used in designing the same plan, it may be advantageous to displace the grids with reference to each other in one or both directions. The displacement between the grids shall be chosen so as to produce a solution appropriate to the project as a whole (example is shown in Figure 4).
1.5.5
Location and dimensioning
For the purposes of design, each building component and assembly is assumed to be located in a space within the reference system defined by reference planes or lines, i.e. its allocated modular space. This space includes the space required for joints and permitted dimensional deviations (see Figure 5). Thus, in modular planning, the modular plane or grid line defining the location of a component does so by boundary reference (see Figure 6). In some cases it may be practical, however to define the location of, for example, the centerline of a component in relation to the modular grid (see Figure 7). The latter can, however, be considered as a special case of a boundary reference.
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MS 1064: PART 1:2001
1M 1M
2M
1M
3M 6M 12 M
a) 1 M, 3 M, 6 M, 12 M - grids
b) 1 M, 2 M “tartan grids”
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MS 1064: PART 1: 2001
nxM
nxM
2n x M
nxM
nxM
2n x M
nxM
nxM
2n x M
Figure 4. Example of displacement of modular grids Space required for joint and
nxM
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MS 1064: PART 1:2001
Endwall
Wall, column
Wall, column
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MS 1064: PART 1: 2001
b)
For determining the coordinating sizes of building components and products large than 1M which need to be sized in increments smaller than 1M (for example bricks, tiles, thickness of walls and floors, and the sizing and location of pipes).
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MS 1064: PART 1:2001
SECTION 2 : HORIZONTAL COORDINATING DIMENSION 2.1
Preferred multimodular sizes for horizontal dimensions
2.1.1
Specification
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MS 1064: PART 1: 2001
Table 1. 1. Series of preferred preferred multimodular multimodular sizes sizes for horizontal dimensions
Multimodules
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MS 1064: PART 1:2001
C
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MS 1064: PART 1: 2001
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MS 1064: PART 1:2001
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MS 1064: PART 1: 2001
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MS 1064: PART 1:2001
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