MS 1064GUIDE TO MODULAR COORDINATION IN BUILDINGS ISO REFERENCES 1 ISO 1790 : 1970, ‘Building construction Modular Coordination - Reference lines of horizontal controlling dimensions’. 2 ISO 2445 : 1972, ‘Building construction Modular Coordination - Fundamental principle for design of joints in buildings’. 3 ISO 1789 : 1973, ‘Building construction Modular Coordination - Storey heights and room heights for residential building’. 4 ISO 2776 : 1974, ‘Building construction Modular Coordination - Coordinating sizes of doorsets (External and internal)’. MS 1064 2 ISO REFERENCES 5 ISO 2777 : 1974, ‘Building construction Modular Coordination - Coordinating sizes for rigid flat sheet boards used in building’. 6 ISO 3881 : 1977, ‘Building construction Modular Coordination - Stairs and stair openingsCo-ordinating dimentions’. 7 ISO 6511 : 1982, ‘Building construction Modular Coordination - Modular floor plane for vertical dimensions’. 8 ISO 6512 : 1982, ‘Building construction Modular Coordination - Storey heights and room heights’. 3 MS 1064 ISO REFERENCES 9 ISO 6513 : 1982, ‘Building construction Modular Coordination - Series of preferred multimodular sizes for horizontal dimensions’. 10 ISO 6514 : 1982, ‘Building construction – Modular Coordination - Sub-modular increments’. 11 ISO 1040 : 1983, ‘Building construction Modular coordination - Multimodules for horizontal coordinating dimension’. 12 ISO 1006 : 1983, ‘Building construction – Modular Coordination - Basic module’. MS 1064 4 MS 1064 : 1988 PART 1 : Basic module PART 2 : Terminology and graphic conventions PART 3 : Principles and rules PART 4 : Sub-modular increments PART 5 : Series of preferred multi-modular sizes for horizontal dimensions PART 6 : Multi-modules for horizontal coordinating dimensions PART 7 : Modular floor plane for vertical dimensions PART 8 : Storey heights and room heights MS 1064 5 . MS 1064 : 1988 PART 9 : Coordinating sizes of door-sets PART 10 : Preferred dimensions for door-sets PART 11 : Reference lines of horizontal controlling coordinating dimensions PART 12 : Preferred storey heights and room heights for residential buildings PART 13 : Coordinating dimensions for stairs and stair openings PART 14 : Fundamental principles for design of joints in buildings PART 15 : Coordinating sizes for rigid flat sheet MS buildings 1064 boards used in 6 . MS 1064 : 2001 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 MS 1064 7 . MS 1064 : 2001 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 MS 1064 8 . manufacturers. which encourages the use of a limited number of standardised building components for the construction of different types of building. contractors and authorities.PART 1 : GENERAL PRINCIPLES . c) Permits a flexible type of standardisation. enables buildings to be so dimensioned that they can be erected with standard components without undue restriction on freedom of design.AIM a) Facilitates cooperation between building designers. MS 1064 9 . b) In the design work. distributors. ) as well as with the rest of the building. storage units. etc. form or method of manufacture. e) Encourages as far as possible the interchangeability of components.AIM d) Optimises the number of standard sizes of building components. whatever material. g) Ensures dimensional coordination between installation (equipment. MS 1064 10 2 . positioning and assembly of building components. f) Simplifies site operations by rationalising setting out. other fitted furniture. To establish the value of the basic module for use in modular coordination of buildings. To establish the value of submodular increments for use in modular coordination of buildings.1.1. MS 1064 1.3 1.2 1.4 11 3 . equipment and assemblies.2 SCOPE 1.1 To specify the aims of modular coordination and states the general principles and rules to be applied in determining the dimensions of buildings and the positioning and dimensioning of component.1. To establish the values of multimodules for horizontal coordinating dimensions for use in modular coordination of buildings.1. It applies to the design and construction of buildings of all type. 1. To outline some basic principles for the design of joints in building.1.6 1.7 1.5 To specify series of preferred multimodular sizes for horizontal dimensions in buildings and gives guidance for their use. 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.8 MS 1064 12 4 . To fix the position of the reference lines of horizontal controlling coordinating dimensions.2 SCOPE 1.1.1.1. 4.4.4.2 1.6 1.1.4.4.5 Terminology General Coordination Modules Building reference system Controlling reference system 1.1.1.1.1.4 DEFINITIONS 1.7 Component reference system Building component sizing MS 1064 13 .4.1.1.4.1 1.4 1.1.3 1.1 1.4. 4 Key modular reference plane MS 1064 14 .2.3 Modular axial plane 1.2.1 Modular reference plane 1.4.1.4.4.2 Sequential modular reference plane 1.4.4.2.2 Graphic Convention 1.2. technical coordination space) 1.4.2.2 Graphic Convention 1.4.4.7 Modular coordinating dimension MS 1064 15 .2.2.5 Modular zone 1.6 Non-modular zone (neutral zone.1.4. 1.1 a) b) c) Basis of Modular Coordination the basic module. rules for locating building element within the reference system. a reference system to define coordinating spaces and zones for building elements and for the components which form them. and d) e) f) rules for defining preferred sizes for building components and coordinating dimensions for building. rules for sizing building component in order to determine their work sizes.5. standardised multimodules. MS 1064 16 5 . 5.4 Reference System A system of points.5.4 Multimodular grids 1.1 1.5.5 Zones of interruptions of modular grids 1.5.4.5.5.2 1.4.3 Modular Space Grids Modular grids Basic modular grids 1.4. lines and planes to which the size and positions of building components or assemblies relate.4.5.6 Displacement of modular grids MS 1064 17 7 . 1.4.1.4. 1.1 Modular Space Grid 3D 3M 3M 1M 1M 1M 1M 1M 1M 6M 6M 6M Example of Modular Space Grid .4.5. 2 Modular Grids 2D 1M 1M 2M 1M 3M 6M 12M Examples of Superimposed Modular Grids .1.4.5. 5.1.4.5 Zones of Interruptions of Modular Grids (to accommodate dividing element) Dividing element Modular or Non Modular Zone Interruptions of Modular Grids . 4.6 Displacement of Modular Grids (advantageous to displace the grids) nxM nxM nxM nxM nxM nxM nxM 2n x M 2n x M 2n x M Displacement of Modular Grids .5.1. 5.5 Location and Dimensioning Space required for joint and permitted dimensional deviation Door Wall n’ x M A building component located in its allotted modular space .1. column etc Wall.1. column etc nxM nxM Modular planes in BOUNDARY position .5 Location and Dimensioning Endwall Wall.5. 1.5.5 Location and Dimensioning Endwall Wall, column etc Wall, column etc n x M* 1 n xM 2 Modular planes in AXIAL position 1.6 BASIC MODULE 1.6.1 Symbol : M 1.6.2 Specification : 1 M = 100 mm M 4 M 2 MS 1064 25 9 1.7 SUBMODULAR INCREMENTS 1.7.1 Specification : M/2 = 50 mm M M/4 = 25 mm 2 M 4 MS 1064 26 9 1.7.2 Sub-modular Application 1.7.2.1 1.7.2.2 1.7.2.3 a need for an increment smaller than 1M. not for determining distance between modular reference planes of a modular grid. for determining displacement of different modular grids in order to produce a solution appropriate to the project as a whole. MS 1064 27 10 1.2. bricks.7.4 a) for determining coordinating sizes of building products smaller than 1M. (eg. ceramic tiles) b) for determining coordinating sizes of building components and products larger than 1M which need to be sized in increments smaller than 1M. (eg. MS 1064 28 11 . sizing and location of pipes). thickness of walls & floors. tiles. 1.1 : Specification Table Figure Figure 1 8 9 MS 1064 29 12 .PART 1 : GENERAL PRINCIPLES Section 2 : Horizontal Coordinating Dimension 2. 2.1 : PREFERRED MULTIMODULAR SIZES FOR HORIZONTAL DIMENSIONS. Table 1. Series of preferred multimodular sizes for horizontal dimensions Multimodular 3M 3M 6M 9M 12M 15M 18M 21M 24M 27M 30M 33M 36M 39M 42M 45M 48M 6M 6M 12M 18M 24M 30M 36M 42M 12M 15M 30M 60M 12M 15M 24M 30M 36M 30M 45M 48M 54M 60M 66M 72M 78M 84M 90M 96M 48M 60M 72M 75M 84M 90M 96M 108M 120M MS 1064 etc 105M 108M 120M etc 90M 60M 60M 60M 120M etc 120M etc 30 . F F F F F F D D D D A Figure 8. Example of specifications for preferred modular sizes in a floor plan of a building MS 1064 31 . G G G G G H J K Figure 9. Example of specifications for preferred modular sizes for partitioning of floor spaces in buildings MS 1064 32 . 2 : MULTIMODULES FOR HORIZONTAL COORDINATING DIMENSIONS.1 : Specification : 3M. MS 1064 33 13 .2. 2.30M and 60 M (15M. 6M.2.for special applications).12M. 2.3. REFERENCE LINES OF HORIZONTAL CONTROLLING COORDINATING DIMENSIONS. n X 3M Figure 10 .Controlling dimension between BOUNDARY planes MS 1064 34 . REFERENCE LINES OF HORIZONTAL CONTROLLING COORDINATING DIMENSIONS.Controlling dimensions between AXIAL planes MS 1064 35 .2. n 2 X 3M n 3 X 3M EQ EQ EQ EQ EQ EQ Figure 11 .3. 3.between 2 modular planes spaced at 3M apart and in AXIAL position 1064 (byMS displacement of grid) 36 . REFERENCE LINES OF HORIZONTAL CONTROLLING COORDINATING DIMENSIONS. n 2 X 3M n 3 X 3M n 1 X 3M n 4 X 3M EQ EQ EQ EQ EQ EQ 3M 3M 3M Figure 12 .2. 1 : Introduction The reference plane is called the modular floor plane defined such a way as to be continuous all over each storey of a building 3. 13 Fig. 3.1. 16 MS 1064 37 14 .2 : Specification positions of modular floor plane. 15 Fig. Illustration of vertical dimensioning:Fig.1. 14 Fig.1 : MODULAR FLOOR PLANE FOR VERTICAL DIMENSION.PART 1 : GENERAL PRINCIPLES Section 3 : Vertical Coordinating Dimensions 3. …………………………………………………………………………………………. ………………………………………………………………………………………….2 : Specification positions of modular floor plane. Illustration of Floor Level MS 1064 38 . …………………………………………………………………………………………. …………………………………………………………………………………………. …………………………………………………………………………………………. Illustration of vertical dimensioning:- A: Upper surface of floor covering B : Upper surface of rough floor C : Upper surface of structural floor allowance for soft coverings …………………………………………………………………………………………. …………………………………………………………………………………………. …………………………………………………………………………………………. …………………………………………………………………………………………. …………………………………………………………………………………………. Figure 13.1.3. 1.2 : Specification positions of modular floor plane. Illustration of vertical dimensioning:Load bearing wall Non-load bearing wall (partitions and doors) Modular Floor Plane A B C Stair OR C Figure 14.3. Modular floor plane coinciding with upper surfaceMS of floor 1064 covering (level A). 39 . Illustration of vertical dimensioning:Load bearing wall A B Non-load bearing wall (partitions and doors) C Modular Floor Plane Stair Modular floor plane coinciding with upper surface of rough floor 40 MS 1064 .3.1.2 : Specification positions of modular floor plane. 2 : Specification positions of modular floor plane.3.1. Modular floor plane coinciding with upper surface of structural floor (level C ). Illustration of vertical dimensioning:- Load bearing wall Non-load bearing wall (partitions and doors) Modular Floor Plane A B C Stair Figure 16. MS 1064 41 . 1 : FUNDAMENTAL PRINCIPLES.PART 1 : GENERAL PRINCIPLES Section 4 : Joint 4.1.1 : Introduction 3 properties : geometrical structural environmental Necessary to distinguish between:1) joint between components 2) joint between the parts of one component MS 1064 42 15 . 4. PART 2 : STOREY HEIGHTS AND ROOM HEIGHTS Section 1 : General 1.3. the definition given in MS 1064: Part 1.3 1. shall apply.1 1.3.4 Modular storey height Modular room height Modular floor height Storey heights (floor to floor) Room heights (floor to ceiling) MS 1064 43 16 .4 1. in addition to the following: 1.3.2 1.3 DEFINITION For the purpose of this standard.3.3. 1 Modular sizes .2 : Specifications 2.up to 36M : .from 36M to 48M : 1M increment 3M increment MS 1064 44 17 .SECTION 2 : MODULAR STOREY AND ROOM HEIGHTS 2.2. Positioning of Modular Floor Plane MS 1064 45 . B) Non-modular floor height Modular floor plane coinciding with the upper surface of floor covering C) Modular floor plane coinciding with the upper surface of structural floor. Figure 1.PART 2.2 Positioning of Modular Floor Plane Modular floor height Non modular floor height Modular storey height Modular storey height Supplementary height Modular room height Modular plane for finished ceiling Modular plane nearest the finished ceiling Modular floor plane A) Modular floor height Modular floor plane coinciding with the upper surface of floor covering.2. Modular floor plane 2. 2. MS 1064 46 18 .2 Room height : UBBL.1 : Specifications 3.SECTION 3 : PREFERRED STOREY HEIGHTS AND ROOM HEIGHTS FOR RESIDENTIAL BUILDING 3.2.1 Storey heights 2800 mm (28M) 3000 mm (30M) 3. PART 4 : COORDINATING SIZES AND PREFERRED SIZES FOR DOORSETS Section 1 GENERAL Section 2 : Coordinating Sizes Section 3 : Preferred Sizes MS 1064 47 . PART 4 : 7M 8M 9M COORDINATING SIZES FOR DOORSETS 12M 15M 15M 15M 10M 12M 18M 21M 24M 21M 1 24M 6 24M 11 27M 12 13 14 15 32 33 34 49 50 51 52 7 8 9 10 29 30 31 45 46 47 48 2 3 4 5 26 27 28 41 42 43 44 16 30M 17 18 19 20 35 36 37 53 54 55 56 21 22 23 24 25 38 39 40 57 58 59 60 Single leaf Single leaf and side leaf Double leaf 1064 Figure 2. Recommended range MS of coordinating sizes for doorsets 48 . PART 4 :PREFERRED SIZES FOR DOORSET Table 1 : Dimensions of preferred sizes for doorsets Door Single leaf Length (mm) Width (mm) 2100 2100 2100 800 900 1200 1500 1800 1800 Single leaf and side leaf Double leaf Sliding door 2100 MS 1064 49 . PART 5 : COORDINATING SIZES AND PREFERRED SIZES FOR WINDOWSETS Section 1 : General Section 2 : Coordinating Sizes Section 3 : Preferred Sizes MS 1064 50 . PART 5 : COORDINATING SIZES FOR WINDOWSET 3M 30M 6M 7M 8M 9M 10M 12M 15M 18M 21M 24M 27M 30M 27M 24M 21M 18M 15M 12M 9M 6M 3M 51 MS 1064 of coordinating sizes for windowsets Figure 2. Recommended range . PART 5 : PREFERRED SIZES FOR WINDOWSET Table 1 : Dimensions of preferred sizes for windowsets Height (mm) 600 Width (mm) 600 1200 1800 2400 600 1200 1800 2400 1200 1800 2400 1200 1800 2400 MS 1064 1200 1800 2400 52 . PART 6 : COORDINATING SIZES AND PREFERRED SIZES FOR RIGID FLAT SHEETS Section 1 : General Section 2 : Coordinating Sizes Section 3 : Preferred Sizes MS 1064 53 . PART 6 : COORDINATING SIZES FOR RIGID FLAT SHEETS 6M 3M 9M 12M 18M 21M 24M 27M 30M 36M 6M 9M 12M Lengths Figure 1. Coordinating sizes for rigid flat sheets . Part 6 : COORDINATING SIZES FOR RIGID FLAT SHEETS Table 1 : Coordinating sizes for rigid flat sheets Length 6M 9M 12M 18M Width 3M 6M 9M 12M 21M 24M 27M 30M 36M MS 1064 55 . Part 6 : Table 2 : Dimensions of preferred sizes for ceiling application Length (mm) 600 1200 1200 2400 3000 Width (mm) 600 600 1200 1200 1200 MS 1064 56 . Part 6 : Table 3 : Dimensions of preferred sizes for wall application Length (mm) 1200 Width (mm) 1200 900 900 1800 2100 2400 2400 2400 2700 2700 2700 3000 3000 3000 MS 1064 300 600 1200 300 600 1200 300 600 1200 57 . Patr 6 : Table 4 : Dimensions of preferred sizes for floor application Length (mm) 600 1800 2400 2700 3000 Width (mm) 600 1200 1200 1200 1200 MS 1064 58 . PART 7 : COORDINATING SIZES AND PREFERRED SIZES FOR TILES Section 1 : General Section 2 : Coordinating Sizes Section 3 : Preferred Sizes MS 1064 59 . PART 7 : COORDINATING SIZES FOR TILES Table 1 : Coordinating sizes for roof tiles Length (L) 1M 1.5M Width (W) 1M 1.5M 2M 3M MS 1064 60 .5M 2M 3M 4M 4. 5M 2M 3M 3M 4M 5M 4M 4.5M Width (W) 0.25M 0.5M 1M 1.5M 6M 9M MS 1064 61 .Part 7 : Table 2 : Coordinating sizes for wall tiles Length (H) 1M 1.5M 2M 2. 25M 0.5M 1M 1.Part 7 : Table 3 : Coordinating sizes for floor tiles Length (L) 0.5M 2M 3M 4M 3M 4M 4.5M 1M 1.5M 6M 9M 62 .25M 0.5M 6M 9M MS 1064 4.5M 2M Width (W) 0. Part 7 : Table 4 : Dimensions of preferred sizes for roof tiles Length (mm) No preferred length Part 7 : Width (mm) 300 Table 5 : Dimensions of preferred sizes for wall tiles Height (mm) 100 150 200 250 300 400 MS 1064 Width (mm) 100 150 200 200 300 400 63 . Part 7 : Table 6 : Dimensions of preferred sizes for wall tiles Height (mm) 50 100 200 300 400 450 Width (mm) 50 100 200 300 400 450 MS 1064 64 . PART 8 : COORDINATING SIZES AND PREFERRED SIZES FOR MASONRY BRICKS AND BLOCKS Section 1 : General Section 2 : Coordinating Sizes Section 3 : Preferred Sizes MS 1064 65 . PART 8 : COORDINATING SIZES FOR MASONRY BRICKS AND BLOCKS Table 1 : Coordinating sizes for bricks Length 2M 3M Height 1M 1M Width 1M 1M MS 1064 66 . 5M 2M 2M 2M 2M 1.5M 4.5M 1M 1.5M 2M 1M 1.5M 4.5M 4.5M 4.5M 2M 1M 1.5M 4.5M 4.5M 2M 1M 1.5M 2M 1M 1.5M 4.Part 8 : Table 2 : Coordinating sizes for blocks Length 3M Height 2M Width 1M 1.5M 6M 6M 6M 6M 6M 6M 1.5M 2M 2M 2M 3M 3M 3M 2M 2M 2M 3M 3M MS 1064 3M 1M 1.5M 4.5M 2M 3M 4M 4M 4M 4.5M 1.5M 2M 67 . Part 8: Table 3 : Dimensions of preferred sizes for bricks Length (mm) 190 290 Height (mm) 90 90 Width (mm) 90 90 Part 8: Table 4 : Dimensions of preferred sizes for blocks Length (mm) 290 290 Height (mm) 190 190 Width (mm) 90 140 90 140 190 68 390 390 390 190 190 MS 1064 190 . PART 9 : COORDINATING SIZES AND PREFERRED SIZES FOR CABINETS Section 1 : General Section 2 : Coordinating Sizes Section 3 : Preferred Sizes MS 1064 69 . 5M Width MS 1064 70 .5M up to room height in increment of 1M 3M to 9M in increment of 1.5M 7.PART 9 : COORDINATING SIZES FOR CABINETS Table 1 : Coordinating sizes of kitchen cabinets Dimensions Length Height Range of coordinating sizes 3M to 36M in increment of 1. 5M 1M up to room height in increment of 1M 3M to 12M in increment of 1.5M MS 1064 71 .Part 9: Table 2 : Coordinating sizes of wardrobes Dimensions Length Height Width Range of coordinating sizes 3M to 36M in increment of 1. 5M Width MS 1064 72 .5M to 12M in increment of 1.Part 9: Table 3 : Coordinating sizes of shelves Dimensions Length Height Range of coordinating sizes 1.5M 1.5M 1.5M to 36M in increment of 1.5M up to room height in increment of 0. Part 9: Table 4 : Dimensions of preferred sizes for kitchen-upper cabinet Length (mm) 300 450 600 Height (mm) 700 Width (mm) 300 450 MS 1064 73 . Part 9 : Table 5 : Dimensions of preferred sizes for kitchen-lower cabinet Length (mm) 300 Height (mm) 800 850 Width (mm) 550 600 700 750 550 600 700 750 550 600 700 750 74 450 800 850 600 800 850 MS 1064 . Part 9 : Table 6 : Dimensions of preferred sizes for kitchen-tall cabinet Length (mm) 450 Height (mm) 2300 Width (mm) 550 600 700 750 550 600 700 750 600 3000 MS 1064 75 . Part 9 : Table 7 : Dimensions of preferred sizes for wardrobe-upper cabinet Length (mm) Height (mm) 600 700 600 700 600 700 Width (mm) 450 600 450 600 450 600 300 600 900 MS 1064 76 . Part 9 : Table 8 : Dimensions of preferred sizes for wardrobe-lower cabinet Length (mm) 300 Height (mm) 1400 1500 1400 1500 1400 1500 Width (mm) 450 600 450 600 450 600 600 900 MS 1064 77 . Part 9 : Table 9 : Dimensions of preferred sizes for wardrobe-tall cabinet Length (mm) 300 Height (mm) 2100 3000 2100 3000 2100 3000 Width (mm) 450 600 450 600 450 600 600 900 MS 1064 78 . Part 9 : Table 10 : Dimensions of preferred sizes for shelves Length (mm) 150 Height (mm) 150 Width (mm) 150 300 450 150 300 450 550 600 300 450 600 150 300 450 600 850 1350 1500 2700 3000 150 300 450 600 900 1350 1500 2700 3000 MS 1064 1000 150 300 450 550 600 79 . PART 10 : COORDINATING SIZES AND PREFERRED SIZES FOR REINFORCED CONCRETE COMPONENTS Section 1 : General Section 2 : Coordinating Sizes Section 3 : Preferred Sizes MS 1064 80 . PART 10 : COORDINATING SIZES FOR REINFORCED CONCRETE COMPONENTS Table 1 : Coordinating sizes for reinforced concrete beams Dimensions Length Width Depth Range of coordinating sizes 10M to 120M at increment of 3M 1.5M to 4M at increment of 0.5M 2M to 10M at increment of 0.5M MS 1064 81 . 5M MS 1064 82 .5M to 8M at increment of 0.5M to 8M at increment of 0.Part 10 : Table 2 : Coordinating sizes for reinforced concrete columns Dimensions Height Width Length Range of coordinating sizes 28M to 36M at increment of 1M and 36 to 48M at increment of 3M 1.5M 1. Part 10 : Table 3 : Coordinating sizes for reinforced concrete walls Dimensions Height Width Length Range of coordinating sizes 28M to 36M at increment of 1M and 36 to 48M at increment of 3M 1M to 6M at increment of 0.25M 3M to 42M at increment of 3M MS 1064 83 . 25M MS 1064 84 .Part 10 : Table 4 : Coordinating sizes for reinforced concrete slabs Dimensions Length Width Depth Range of coordinating sizes 10M to 60M at increment of 3M 3M to 42M at increment of 3M 1M to 3M at increment of 0. Part 10 : Table 5 : Dimensions of preferred sizes for reinforced concrete beams Types of buildings Residential Width 150 200 250 300 Depth 300 350 400 450 500 550 600 400 450 500 550 600 700 800 85 Non .Residential 200 250 300 350 400 500 600 MS 1064 . Part 10 : Table 6 : Dimensions of preferred sizes for reinforced concrete column Width 150 200 250 300 350 400 450 500 550 600 650 700 750 800 MS 1064 Length 150 200 250 300 350 400 450 500 550 600 650 700 750 800 86 . Part 10 : Table 7 : Dimensions of preferred sizes for reinforced concrete wall Thickness Height 600 900 1200 1800 2400 3000 3600 4200 100 150 200 250 300 400 MS 1064 87 . Part 10 : Table 8 : Dimensions of preferred dimensions for reinforced concrete slabs Thickness Length 600 900 1200 1800 2400 3000 3600 4200 100 125 150 175 200 MS 1064 88 . MS 1064 GUIDE TO MODULAR COORDINATION IN BUILDINGS The End MS 1064 89 .