IS 94721980AI Search Enabled✦ AI Generated

Code of practice for laying mosaic parquet flooring

IS 9472:1980 provides comprehensive guidelines for the selection, preparation, and installation of mosaic parquet flooring using timber slats. It specifies timber species, quality standards, panel classes, dimensions, adhesives, and finishing methods to ensure durable, aesthetic, and functional mosaic parquet floors. This standard is essential for architects, engineers, and contractors involved in designing and installing timber mosaic parquet flooring in residential, commercial, and recreational buildings.

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1980Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
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What This Standard Covers

IS 9472:1980 provides comprehensive guidelines for the selection, preparation, and installation of mosaic parquet flooring using timber slats. It specifies timber species, quality standards, panel classes, dimensions, adhesives, and finishing methods to ensure durable, aesthetic, and functional mosaic parquet floors. This standard is essential for architects, engineers, and contractors involved in designing and installing timber mosaic parquet flooring in residential, commercial, and recreational buildings.

Who Uses This Standard

  • Architects
  • Civil Engineers
  • Flooring Contractors
  • Interior Designers
  • Timber Suppliers
  • Building Inspectors
  • Facility Managers

Key Topics Covered

Recommended timber species for parquet slats
Quality and defect limits of timber
Classification of parquet panels
Dimensions and tolerances of slats and panels
Seasoning and preservation of timber
Adhesives suitable for mosaic parquet
Moisture protection and damp-proofing
Methods for laying mosaic parquet flooring
Finishing and polishing procedures
Installation over battened floors
Panel design and pattern considerations
Workmanship standards

Table of Contents

1Scope

IS 9472: Scope & Key Specifications

  • Scope: Applies to dimensions and tolerances of timber slats and panels at 12% moisture content (Clause 7.0).
  • Reference Standards:
    • IS 707-1976 for timber terminology (Clause 2.0).
    • Related codes for timber seasoning, preservation, and anti-termite measures.

Key Dimensions & Tolerances (Clause 7.2, Table 2)

CharacteristicThickness (mm)Width (mm)Length (mm)Diagonal (mm)
On a single panel-±0.5±0.5±0.8
On each component square of a panel±0.2±0.2±0.2-
On any point of any slat making a panel±0.2±0.2±0.2-
  • Note: Panels are acceptable if ≤5% of slats exceed twice these deviations.

Summary Diagram

graph TD
A[Timber Slat/Panel] --> B[Thickness]
A --> C[Width]
A --> D[Length]
A --> E[Diagonal]
B --> F[Tolerance ±0.2 mm (component/slat)]
C --> G[Tolerance ±0.5 mm (panel), ±0.2 mm (component/slat)]
D --> H[Tolerance ±0.5 mm (panel), ±0.2 mm (component/slat)]
E --> I[Tolerance ±0.8 mm (panel only)]

This ensures quality control for timber panels under IS 9472.

2Definitions

IS 9472: Definitions & Key Specifications Summary

  • Reference Standards: Definitions align with IS 707:1976 (Timber terms) and additional clauses in IS 9472.

  • Moisture Content: Dimensions and tolerances apply at 12% moisture content (Clause 7.0).

  • Tolerances on Dimensions (Clause 7.2, Table 2):

CharacteristicThickness (mm)Width (mm)Length (mm)Diagonal (mm)
On a single panel-±0.5±0.5±0.8
On each component square of a panel±0.2= 0.2±0.2-
On any point of any slat in a panel±0.2±0.2±0.2-
  • Acceptability: Max 5% slats may exceed twice the above deviations (Clause 7.2 Note).

  • Diagonal Measurement: Refers to the nominal theoretical diagonal of the panel.


Practical Notes:

  • Ensure timber seasoning as per IS codes for moisture control.
  • Use these tolerances for quality control during manufacturing and inspection.
flowchart LR
  A[Timber Slats] --> B[Measure Thickness, Width, Length]
  B --> C{Check Tolerances}
  C -->|Within Limits| D[Accept Panel]
  C -->|Exceeds Limits <5% slats| D
  C -->|Exceeds Limits >5% slats| E[Reject Panel]

This concise guide helps ensure compliance with IS 9472 dimensional standards for timber panels.

3Necessary Information Before Laying

IS 9472: Necessary Information Before Laying Mosaic Parquet Flooring

Per Clause 3.1, before laying mosaic parquet flooring, consider:

  • Floor to be covered: Substrate type and condition.
  • Panel design: Pattern and layout style.
  • Timber species & grade: Durability and appearance.
  • Thickness of flooring: Usually 8-15 mm depending on use.
  • Level relationship: Finished floor height relative to adjacent surfaces.
  • Damp-proofing: Presence/type to prevent moisture ingress.
  • Screeded bed: Thickness and type if used (typically 20-40 mm).
  • Preservative treatment: To resist fungi/insects.
  • Services: Pipes/cables passing through flooring.
  • Underlay: Type and thickness for cushioning or insulation.
  • Fixing method: Adhesive or mechanical.
  • Skirtings & junctions: Treatment for edges and transitions.
  • Dressing/polish: Final surface finish.

Key Specifications from IS 9472:

ParameterTypical Values/Notes
Flooring thickness8-15 mm
Screeded bed thickness20-40 mm (if used)
Adhesive applicationOn both substrate & parquet back
Joint widthVery thin and fine (to ensure neatness)

Adhesive Application (Clause 8.4):

  • Apply adhesive on dry, prepared surface and back of parquet.
  • Slide or press panels for effective bonding.
  • Ensure fine joints for aesthetic finish.

flowchart LR
    A[Prepare Floor] --> B[Check Damp-proofing]
    B --> C[Apply Adhesive on Floor & Parquet]
    C --> D[Lay Panels with Thin Joints]
    D --> E[Press/Slide Panels for Bonding]
    E --> F[Finish with Skirtings & Polish]

This ensures durable, aesthetic mosaic parquet flooring per IS 9472.

4Quality of Timber

IS 9472: Quality of Timber – Key Points

  • Species Hardness (Clause 4.1 & 4.2.1):

    • Timber species recommended for floor panels are classified by hardness relative to teak (Teak = 100).
    • Minimum hardness required: 55% of teak hardness to ensure durability under wear.
    • Refer Appendix A for species and their percentage indentation values.
  • Moisture Content (Clause 7.0):

    • Timber slats dimensions and tolerances are specified at 12% moisture content (dry basis).
    • Proper seasoning is mandatory (Clause 6.1.1), following IS 1141-1973 to avoid shrinkage, warping.
  • Preservation & Treatment:

    • Follow relevant codes for:
      • Seasoning (1st revision)
      • Preservation (2nd revision)
      • Anti-termite measures (Parts I, II, III)

Typical Hardness Table (Excerpt from Appendix A)

Timber SpeciesHardness (% of Teak)
Teak100
Sal85
Mango60
Pine55

Summary Diagram: Timber Quality Control Process

flowchart TD
    A[Select Timber Species] --> B{Check Hardness ≥ 55% Teak?}
    B -- Yes --> C[Season Timber to 12% Moisture]
    B -- No --> D[Reject or Use Alternative]
    C --> E[Preserve & Treat as per IS Codes]
    E --> F[Use in Floor Panels]

Ensure timber meets hardness & moisture specs, properly seasoned and treated for durability.

5Classes of Parquet Panels

IS 9472: Classes of Parquet Panels - Key Specifications

1. Classes of Parquet Panels (Clause 5.3.1)

  • Defects in timber for Class II Parquet Panels must not exceed limits in Table 1.

2. Table 1: Limits for Defects in Timber (Class II Parquet Panels)

Defect TypeLimit (Relation to Slat Width)Max Length (mm)
Seasoning Checks (max length)-30 mm
Width of Wanes and Resin Pockets≤ 1/25 of slat width-
Largest Dimension of Loose Knots≤ 1/5 of slat width-
Largest Dimension of Sound Knots≤ 1/2 of slat width-

3. Additional Notes

  • Parquet Definition (2.6.1): Aggregates of parquet slats forming the floor's upper part.
  • Panels (2.5): Large parquet floor patterns laid symmetrically.
  • Any treatment applied must not affect appearance or bonding (Clause 4.3.2).

Summary:

  • Check seasoning cracks ≤ 30 mm.
  • Wanes/resin pockets ≤ 1/25 width.
  • Loose knots ≤ 1/5 width; sound knots ≤ 1/2 width.
flowchart TD
    A[Parquet Panels] --> B[Class II Timber]
    B --> C[Defects Limits]
    C --> D[Seasoning Checks ≤ 30mm]
    C --> E[Wanes/Resin ≤ 1/25 width]
    C --> F[Loose Knots ≤ 1/5 width]
    C --> G[Sound Knots ≤ 1/2 width]
6Treatment and Protection of Timber

IS 9472: Treatment and Protection of Timber - Key Points

1. Moisture Content & Seasoning

  • Reference moisture content for timber slats: 12% (dry mass basis) (Clause 7.0).
  • Timber must be properly seasoned as per the Code of Practice for Seasoning of Timber (First Revision).

2. Preservation Treatment

  • After seasoning, timber shall be treated with preservatives as per IS 401:1967 (Clause 6.2.1).
  • Chemical preservatives protect against fungi, insects, and decay.

3. Anti-Termite Measures (IS 6313 Parts I, II, III)

  • Part I: Constructional measures to prevent termite entry.
  • Part II: Pre-construction chemical treatment of soil and timber.
  • Part III: Treatment of existing buildings.
  • Note: If anti-termite chemical measures are incorporated in construction, timber may not require additional chemical treatment (Clause 6.2.1.2).

4. Defects & Workmanship

  • Back of timber may have knots or defects if they do not impair wear resistance (Clause 5.3.3).
  • Dimensions and tolerances are based on the 12% moisture content (Clause 7.0).

Summary Table: Timber Treatment Overview

AspectIS Code ReferenceKey Requirement
SeasoningCode of Practice (1st Rev)Moisture content ~12%
Preservation TreatmentIS 401:1967Mandatory after seasoning
Anti-Termite TreatmentIS 6313 (Parts I-III)Constructional & chemical measures
Chemical Treatment ExemptionClause 6.2.1.2If anti-termite measures used
Defects AllowanceClause 5.3.3Defects allowed if wear resistance intact

flowchart TD
    A[Timber] --> B[Seasoning (12% moisture)]
    B --> C{Anti-termite measures?}
    C -- Yes --> D[No chemical treatment needed]
    C -- No --> E[Preservative treatment (IS 401)]
    E --> F[Protection against decay & insects]

This framework ensures

7Dimensions and Workmanship

IS 9472: Dimensions and Workmanship (Clause 7.2 & 7.3)

Key Tolerances on Dimensions (Table 2)

CharacteristicThickness (mm)Width (mm)Length (mm)Diagonal (mm)*
On a single panel-±0.5±0.5±0.8
On each component square of a panel±0.2= 0.2±0.2-
On any point of any slat in a panel±0.2±0.2±0.2-
  • *Diagonal tolerance relates to the nominal theoretical diagonal.
  • Panels are acceptable if ≤5% of slats exceed twice these deviations.

Workmanship (Clause 7.3)

  • Slats must have machine planned edges and finely sawn faces and ends.
  • Faces, edges, and ends shall be square and sharp edged.

Additional Notes

  • Dimensions assume 12% moisture content (Clause 7.0).
  • Chemical treatment restrictions apply if anti-termite measures are incorporated (Clause 6.2.1.2).

flowchart TD
    A[Slat Dimensions] --> B[Thickness ±0.2 mm]
    A --> C[Width ±0.2 mm]
    A --> D[Length ±0.2 mm]
    E[Panel Dimensions] --> F[Width ±0.5 mm]
    E --> G[Length ±0.5 mm]
    E --> H[Diagonal ±0.8 mm]
    I[Workmanship] --> J[Machine planned edges]
    I --> K[Finely sawn faces & ends]
    I --> L[Square & sharp edges]

This ensures quality control for timber panels per IS 9472.

8Construction

IS 9472 - Construction: Key Formulas, Tables & Specifications

1. Reference Moisture Content

  • All dimensions and tolerances refer to 12% moisture content on dry mass (Clause 7.0).

2. Workmanship (Clause 7.3)

  • Slats must have machine-planned edges and finely sawn faces and ends.
  • All faces, edges, and ends must be square and sharp-edged.

3. Tolerances on Dimensions (Clause 7.2 & Table 2)

CharacteristicThickness (mm)Width (mm)Length (mm)Diagonal (mm)
On a single panel-±0.5±0.5±0.8
On each component square of a panel±0.2= 0.2±0.2-
On any point of any slat making up a panel±0.2±0.2±0.2-
  • Note: A panel is acceptable if ≤5% of slats exceed twice these deviations.

4. Anti-termite Treatment (Clause 6.2.1.2)

  • Timber with incorporated anti-termite chemical measures (per IS 6313 Parts I-III) should not be chemically treated again.

Summary Diagram of Tolerance Application:

flowchart TD
    A[Panel] --> B[Component Squares]
    B --> C[Individual Slats]
    A -->|±0.5 mm Width/Length| A1[Panel Dimension Tolerance]
    B -->|±0.2 mm Thickness/Width/Length| B1[Component Square Tolerance]
    C -->|±0.2 mm Thickness/Width/Length| C1[Slat Tolerance]

This ensures precision and quality in timber panel construction per IS 9472 standards.

Appendix ASpecies of Timber Recommended for Slats Used in Mosaic Parquet Panel

IS 9472 - Species of Timber for Mosaic Parquet Slats

Key Specifications (Clause 4.2.2 & Appendix A):

  • Teak (Tectona grandis Linn. f.) is the reference species with hardness = 100.
  • Other species are ranked by indentation hardness relative to teak.
  • Species recommended for slats (floor boards) include:
Species NameRelative Hardness (%)
Satinwood (Chloroxylon swietenia)130
Gurjan (Dipterocarpus spp.)~ (not specified)
Rohini (Soymida febrifuga)~
Padauk (Pterocarpus dalbergioides)~
Kassi (Bridelia spp.)85
Hollock (Terminalia myriocarpa)75
Anjan (Hardwickia binata)70
Fir (Abies pindrow)65
Machilus (Machilus macrantha)55

(Note: "~" indicates hardness not explicitly specified but recommended.)

Additional Notes:

  • Slat Definition (Clause 2.7): Solid wood components with small dimensions and planed edges.
  • Selection Criteria (Clause 3.1): Consider species, grade, thickness, damp-proofing, fixing method, and finishing before laying.
  • Quality: Timber must be sound, durable, and suitable for flooring.

Summary:

Use teak as the benchmark (100 hardness). Select species with similar or higher hardness for durable mosaic parquet slats, prioritizing Satinwood (130), Teak (100), and others listed above.


flowchart LR
    A[Select Timber Species] --> B{Hardness relative to Teak}
    B -->|>100| C[Satinwood (130)]
    B -->|=100| D[Teak]
    B -->|85-100| E[Kassi, Rosewood, Sissoo]
    B -->|<85| F[Hollock, Anjan, Fir, Machilus]
    E --> G[Suitable for Slats]
    C --> G
    D --> G
    F

Popular Questions About IS 9472

?Which timber species are recommended for mosaic parquet flooring according to IS 9472?

According to IS 9472 (1980), Appendix A (Clause 4.2.2), the following timber species are recommended for mosaic parquet flooring slats, listed by hardness relative to teak (Teak = 100):

SpeciesHardness (%)
Satinwood (Chloroxylon swietenia)130
Gurjan (Dipterocarpus spp.)
Rohini (Soymida febrifuga)
Padauk (Pterocarpus dalbergioides)
Maniawga (Carallia brachiatta)
Axlewood (Anogeissus latifolia)
Kala Siris (Albizia odoratissima)
Bijasal (Pterocarpus marsupium)
Laurel (Terminalia alata)
White Chuglam (Terminalia bialata)
Teak (Tectona grandis)100
Lendi (Lagerstroemia parviflora)
White Cedar (Dysoxylum malabaricum)
Kindal (Terminalia paniculata)
Pali (Palaquium ellipticum)
Kokko (Albizia lebbeck)
Rosewood (Dalbergia latifolia)
Kassi (Bridelia spp.)85
Sissoo (Dalbergia sissoo)
Piney (Kingiodendron pinnatum)
Jarul (Lagerstroemia speciosa)
Hollock (Terminalia myriocarpa)75
Anjan (Hardwickia binata)70
Fir (Abies pindrow)65
Cypress (Cupressus torulosa)
Machilus (Machilus macrantha)55

Key notes:

  • Teak is the reference species for hardness (100%).
  • Species like
?What are the quality requirements and permissible defects in timber slats?

Quality Requirements & Permissible Defects in Timber Slats (IS 9472)

Class I Slats (Clause 5.2)

  • Sawn types: Quarter, half-quarter, or rectangular; max 30% tangential sawn per panel.
  • Face: Free from knots (except as per 5.1), decay, and abnormal colouration.
  • Back: Knots ≤ 5 mm diameter and slight defects allowed.
  • Decay: Chemical abnormality affecting wood properties.
  • Abnormal colouration: Colour differing from normal wood of species.

Class II Slats (Clause 5.3)

  • Only one defect per slat face allowed from:
    • Sound knots (close colour to wood)
    • Loose knots (contrasting colour)
    • Cross grain
    • Seasoning checks
    • Resin pockets

Defect Limits (Table 1, Clause 5.3.1)

Defect TypeLimit
Max seasoning check length30 mm
Width of wanes/resin pockets≤ 1/25 of slat width
Largest loose knot size≤ 1/5 of slat width
Largest sound knot size≤ 1/2 of slat width

Dimensions of Rectangular Slats (Clause 7.1)

  • Thickness: 6, 8, 10 mm (6 mm not for softwood)
  • Width: 18 to 25 mm (preferred 20 or 25 mm)

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This ensures timber slats meet

?What adhesives are specified for bonding mosaic parquet panels?

According to IS 9472, the adhesives specified for bonding mosaic parquet panels are:

  • Solvent-based adhesives
  • Dispersion adhesives
  • Epoxy resin adhesives
  • Phenolic resin adhesives (specifically resorcinol formaldehyde)

Key points from the code:

  • Adhesive must be applied both on the prepared dry background and on the back of the parquet panel if necessary (Clause 8.4).
  • Proper sliding or pressure application ensures effective bonding.
  • Joints should be thin and fine for a neat finish.

Summary Table:

Adhesive TypeCharacteristicsUsage Notes
Solvent-basedStrong bonding, quick settingRequires ventilation
DispersionWater-based, eco-friendlyMay need longer curing time
Epoxy resinHigh strength, moisture resistantSuitable for heavy-duty applications
Phenolic resin (Resorcinol Formaldehyde)Durable, waterproofUsed in demanding environments

This ensures durable, moisture-resistant bonding suitable for mosaic parquet flooring.

?How should moisture and damp-proofing be managed when laying mosaic parquet?

Moisture and Damp-proofing Management for Mosaic Parquet (IS 9472):

  • Clause 3.1(f) emphasizes considering the type of damp-proofing before laying mosaic parquet.
  • Ensure the subfloor is dry and even, as moisture can cause timber expansion, shrinkage, or decay.
  • When laying over battened floors (Clause 8.3), moisture control is critical because battens can absorb moisture and expand/shrink.
  • For uneven or old batten floors (Clause 8.3.2), insert a plywood/block board layer between battens and parquet to provide a stable, moisture-resistant base.
  • Use an appropriate damp-proof membrane or screeded bed beneath battens or boards to prevent moisture rise.
  • Ensure adequate ventilation below the floor to reduce dampness.
  • Follow preservative treatments (Clause 3.1(h)) on timber to resist moisture-related damage.

Summary Table: Moisture Control Steps

StepDescription
Damp-proof membraneInstall below battens or screed
Subfloor moisture checkEnsure dryness before laying
Underlay insertionUse plywood/block board over battens
Timber preservative treatmentApply to resist moisture and decay
VentilationProvide air circulation under floor
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Key: Lay mosaic parquet diagonally to battens to minimize visible gaps caused by timber movement.

?What are the dimensional tolerances and workmanship standards for parquet slats and panels?

Dimensional Tolerances for Parquet Slats and Panels (IS 9472 - Clause 7.2, Table 2):

CharacteristicThickness (mm)Width (mm)Length (mm)Diagonal (mm)
On a single panel-±0.5±0.5±0.8 (nominal diagonal)
On each component square of a panel±0.2=0.2±0.2-
On any point of any slat±0.2±0.2±0.2-
  • Note: A panel is acceptable if ≤5% of slats exceed twice these deviations.

Workmanship Standards (Clause 5.1 & 5.3.1, Table 1):

  • Knots Allowed:
    • Sound knots ≤ 2 mm diameter.
    • Loose knots ≤ 1 mm diameter.
  • Defect Limits:
Defect TypeLimit (relative to slat width)
Max seasoning check length30 mm
Width of wanes & resin pockets≤ 1/25 of slat width
Largest loose knots≤ 1/5 of slat width
Largest sound knots≤ 1/2 of slat width

Summary:

  • Tight dimensional control ensures panel uniformity.
  • Workmanship limits maintain timber quality and durability.
  • These tolerances and defect limits ensure high-quality mosaic parquet flooring.
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