IS 149602001AI Search Enabled✦ AI Generated

Preservative-treated and seasoned sawn timber from rubber wood (Hevea Brasiliensis)
2001 Edition

The 2001 edition outlines the standards for preservative-treated and seasoned sawn timber sourced from rubber wood (Hevea brasiliensis). It defines criteria such as grading, allowable defects, moisture content, chemical treatment levels, and dimensional tolerances, ensuring the timber's suitability for furniture, doors, paneling, flooring, and household items. This code is vital for manufacturers, suppliers, and professionals aiming for quality and safety compliance in rubber wood products.

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What This Standard Covers

The 2001 edition outlines the standards for preservative-treated and seasoned sawn timber sourced from rubber wood (Hevea brasiliensis). It defines criteria such as grading, allowable defects, moisture content, chemical treatment levels, and dimensional tolerances, ensuring the timber's suitability for furniture, doors, paneling, flooring, and household items. This code is vital for manufacturers, suppliers, and professionals aiming for quality and safety compliance in rubber wood products.

Who Uses This Standard

  • Producers of furniture
  • Timber processors and distributors
  • Civil and structural engineering professionals
  • Architects and interior decorators
  • Quality assurance personnel
  • Exporters of wooden goods
  • Managers of forestry and plantations

Key Topics Covered

Requirements for preservative treatments
Limits on seasoning and moisture content
Classification and grading of rubber wood timber
Acceptable defects and allowable tolerances
Dimensional measurements and trimming standards
Inspection procedures for residual stresses
Guidelines for marking and certification
Applications in furniture making and building construction
Testing and quality control methodologies
Use and retention of preservatives and chemicals
Handling of tapping marks and mineral streaks in timber
Adherence to associated Indian standards

Table of Contents

1Scope and Key Specifications

Overview of Scope (IS 14960)

1. Dimensional Tolerances (Clause 5.2.2)

Permitted size deviations for timber grades:

GradePositive ToleranceNegative Tolerance
A+3 mm-1 mm
B+3 mm-1 mm
C+3 mm-1 mm
  • Note: Negative width tolerance permissible for up to 10% of supply at a time.

2. Preservation Criteria (Clause 4.1)

Treatment as per IS 401 with retention and penetration requirements per IS 2753 (Part 1):

Hazard ClassExposure ConditionDSR (kg/m³) CCA/CCBBoronCu/Zn NaphthenatesPenetration
H1Indoor, protected, painted5.05.00.5 / 0.6Throughout
H2Indoor, occasional wetting8.0-0.5 / 0.8Throughout
H3Outdoor, no ground contact12.0-0.5 / 0.8Throughout
H4Ground contact16.0--Throughout

3. Rounding Off Procedures

  • Follow IS 2:1960 for rounding test outcomes.
  • Maintain significant figures consistent with standard values.

Diagrammatic Summary:

flowchart TD
    Grade[Timber Grade] --> Tolerance{Tolerance Limits}
    Tolerance -->|+3 mm / -1 mm| Grades[A, B, C]
    Grade --> Preservation[Preservative Treatment]
    Preservation --> Hazard{Hazard Class}
    Hazard -->|H1| H1Details[DSR=5.0, Full Penetration]
    Hazard -->|H2| H2Details[DSR=8.0, Full Penetration]
2Referenced Standards and Guidelines

Key References in IS 14960 (Annex A)


1. Referenced Codes

  • IS 14960 integrates provisions from multiple Indian Standards listed in Annex A.
  • It is important to consult the latest editions of these referenced codes.
  • Rounding of numerical data follows IS 2:1960.

2. Dimensional Tolerances (Clause 5.2.2)

GradePositive DeviationNegative Deviation
A+3 mm-1 mm
B+3 mm-1 mm
C+3 mm-1 mm
  • Negative width tolerance allowed in no more than 10% of supplied timber.

3. Preservation Requirements (Clause 4.1)

Hazard ClassExposure TypeDSR (kg/m³) CCA/CCBBoron¹Cu/Zn Napthenates²Penetration
H1Indoor, protected, painted5.05.00.5 / 0.6Full section
H2Indoor, occasional wetting8.0-0.5 / 0.8Full section
H3Outdoor, no soil contact12.0-0.5 / 0.8Full section
H4Soil contact16.0--Full section

¹ Boron retention applies selectively

² Copper/Zinc retention varies with chemical type


4. Defect Limits (Clause 6)

  • Defect measurement follows IS 3364 (Part 2).
  • Limits vary by grade (see Table 1 in IS 14960).

Summary

  • Use IS 2:1960 for rounding.
  • Size tolerances are +3 mm and -1 mm with restrictions on negative width.
  • Preservation levels depend on hazard classification with specified chemical retentions.
3Terminology and Definitions

Key Terms and Definitions per IS 14960 (Clause 3.1)

  1. Use IS 707 for standard timber-related terminology.
  2. Additional definitions specific to preservative-treated rubber wood apply.

Dimensional Tolerances (Clause 5.2.2)

GradePositive Tolerance (mm)Negative Tolerance (mm)
A+3-1
B+3-1
C+3-1
  • Negative width tolerance permitted for up to 10% of supply.

Preservation Parameters (Clause 4.1)

Treatment as per IS 401 with retention and penetration per IS 2753 (Part 1):

Hazard ClassExposure ConditionDSR (kg/m³) CCA/CCBBoronCu/Zn NapthenatesPenetration
H1Indoor, protected, painted5.05.00.5 / 0.6Throughout
H2Indoor, intermittent wetting8.0-0.5 / 0.8Throughout
H3Exposed, no ground contact12.0-0.5 / 0.8Throughout
H4Ground contact16.0--Throughout

Rounding Off (General)

  • Adhere to IS 2:1960 for numerical rounding, retaining significant figures.
4Timber Preservation Requirements

Preservation Guidelines in IS 14960 (Clauses 4.1 & 4.2)

  • Preservative Treatment: Timber must be treated following IS 401 using approved chemicals.

  • Dry Salt Retention (DSR) & Penetration: As specified in IS 2753 (Part 1), retention and penetration depend on exposure hazard class:

Hazard ClassExposure ConditionDSR (kg/m³) CCA/CCBBoron¹Cu/Zn Naphthenates²Penetration
H1Indoor, protected, painted5.05.00.5 / 0.6Through all
H2Indoor, intermittent wetting8.0-0.5 / 0.8Through all
H3Outdoor, no ground contact12.0-0.5 / 0.8Through all
H4In ground contact16.0--Through all
  • Seasoning: Treated timber should be seasoned as per IS 1141; moisture content and residual stresses must meet specified criteria.

¹ Boron compounds

² Copper/Zinc-based preservatives


Process Flow:

flowchart LR
    Timber[Timber] --> Treatment[Preservative Treatment (IS 401)]
    Treatment --> Testing[Measure DSR & Penetration (IS 2753)]
    Testing --> HazardClass{Hazard Class}
    HazardClass -->|H1| H1Details[DSR=5.0 kg/m³; Full Penetration]
    HazardClass -->|H2| H2Details[DSR=8.0 kg/m³; Full Penetration]
    HazardClass -->|H3| H3Details[DSR=12.0 kg/m³; Full Penetration]
    HazardClass -->|H4| H4Details[DSR=16.0 kg/m³; Full Penetration]
5Dimensions and Allowable Deviations

Summary of Dimensions and Tolerances (IS 14960)

1. Dimensional Agreement

  • Dimensions must be mutually agreed upon by manufacturer and purchaser (Clause 5.1).

2. Size Tolerances (Clause 5.2.2)

GradePositive Deviation (mm)Negative Deviation (mm)
A+3-1
B+3-1
C+3-1
  • Negative width tolerance is permitted for a maximum of 10% of the batch.

3. Allowed Defects (Clause 6)

  • See Table 1 in IS 14960 for defect limits per grade.
  • Defects are measured per IS 3364 (Part 2).
  • Timber must be sawn straight and trimmed square, free from prohibited defects (Clause 4.3).

4. Rounding of Results

  • Follow IS 2:1960 for rounding test values, preserving significant digits.

Quick Reference for Tolerances

| Grade | + Tolerance (mm) | - Tolerance (mm) |
|-------|------------------|------------------|
| A     | +3               | -1               |
| B     | +3               | -1               |
| C     | +3               | -1               |

This ensures adherence to dimensional accuracy and product quality.

6Acceptable Defects

Permissible Defects under IS 14960

1. Defect Limits (Clause 6 & Table 1)

  • Timber is categorized into Grades A, B, and C with associated defect allowances.
  • Defects measured as per IS 3364 (Part 2).
  • Common defects include knots, splits, insect damage, decay, and pitch pockets.
  • Only defects specified as permissible for each grade are acceptable.

2. Size Tolerances (Clause 5.2.2)

GradePositive ToleranceNegative Tolerance
A+3 mm-1 mm
B+3 mm-1 mm
C+3 mm-1 mm
  • Negative width tolerance must not exceed 10% of total supply.

3. Quality Standards (Clause 4.3)

  • Timber should be free from unauthorized defects.
  • Must be straight sawn, square trimmed, and treated per IS 401.

Process Diagram

flowchart TD
    Timber --> GradeCheck{Grade A, B, or C}
    GradeCheck --> SizeCheck[Verify Size Tolerance]
    SizeCheck -->|Within +3/-1 mm| Accept[Accept]
    SizeCheck -->|Outside Tolerance| Reject[Reject or Reprocess]
    GradeCheck --> DefectCheck[Check Permitted Defects]
    DefectCheck -->|Within Limits| Accept
    DefectCheck -->|Exceeds Limits| Reject

This framework guarantees timber quality meets required durability and strength.

7Marking and Certification Procedures

Marking and Certification Essentials (IS 14960)

1. BIS Certification Mark (Clauses 7.2 & 7.2.1)

  • Each product bundle must bear the BIS Standard Mark to confirm conformity.
  • This marking ensures traceability and compliance with the standard.

2. Size Tolerances (Clause 5.2.2)

GradePositive ToleranceNegative Tolerance
A+3 mm-1 mm
B+3 mm-1 mm
C+3 mm-1 mm
  • Negative width tolerance should not exceed 10% of supply.

3. Defect Control (Clause 6)

  • Defects are limited per grade as detailed in Table 1 and measured by IS 3364 Part 2.

4. Rounding Off

  • Test results must be rounded according to IS 2:1960, preserving the precision of significant digits.

Overview Diagram

flowchart TD
    Bundle[Product Bundle] --> MarkingCheck{Is Marked?}
    MarkingCheck -->|Yes| BISMark[BIS Standard Mark]
    BISMark --> SizeToleranceCheck[Check Size Tolerances]
    SizeToleranceCheck --> GradeEval{Grade A/B/C}
    GradeEval --> Tolerance[+3 mm / -1 mm]
    GradeEval --> WidthTolerance[Negative width ≤ 10%]
    SizeToleranceCheck --> DefectCheck[Assess Permissible Defects]
    DefectCheck --> Measurement[Measured per IS 3364 Part 2]
    Measurement --> Rounding[Rounding as per IS 2:1960]

This guarantees product quality, traceability, and adherence to IS 14960.

Annex AList of Referenced Indian Standards

IS 14960 references multiple Indian Standards essential for design and construction. Annex A contains the complete list; key ones include:

  • IS 456:2000 – Code for Plain and Reinforced Concrete
  • IS 875 (Parts 1-5) – Design Loads (Dead, Live, Wind, Earthquake, Snow)
  • IS 800:2007 – Steel Construction Code
  • IS 1904:1986 – Foundation Engineering
  • IS 13920:2016 – Ductile Detailing for RC Structures under Seismic Loading

Important Notes:

  • Always verify you are consulting the most recent edition.
  • These standards provide design principles, material specs, and safety factors.
  • For example, the flexural design formula from IS 456 is: [ M_u \leq 0.87 f_y A_s (d - \frac{a}{2}) ] where (M_u) is ultimate moment, (f_y) yield strength, (A_s) steel area, (d) effective depth, and (a) depth of equivalent stress block.

Summary Table of Important IS Codes:

IS CodeTitlePurpose
IS 456Plain and Reinforced ConcreteConcrete design
IS 875Loads on Structures (Parts 1-5)Load specifications
IS 800Steel ConstructionSteel design
IS 1904Foundation EngineeringFoundation design
IS 13920Ductile Detailing for RCSeismic detailing

Refer to Annex A of IS 14960 for the complete and updated list.

Annex BComposition of the Standards Committee

Committee Members for IS 14960 (Annex B)

The committee responsible for establishing IS 14960 is detailed in Annex B, under the Timber and Timber Stores Sectional Committee, CED 9.

Highlights:

  • Chairperson: Shri Shyam Sunder (Individual Capacity, Bangalore)
  • Members: Representatives from industry, research institutions, government forest departments, and timber-related organizations, including:
    • Andaman Chamber of Commerce
    • Central Building Research Institute
    • Forest Research Institute
    • Directorate General of Civil Aviation
    • Directorate of Naval Architecture
    • Directorate General of Supplies and Disposal
    • Bamboo Society of India
    • Multiple state forest departments
    • Indian Plywood Industries Research and Training Institute

Purpose:

  • This multidisciplinary group ensures comprehensive development of the standard covering technical, industrial, and regulatory aspects.

Sample Table of Committee Composition

RoleAffiliation / Capacity
ChairpersonShri Shyam Sunder (Personal Capacity)
MemberAndaman Chamber of Commerce and Industries
MemberBamboo Society of India
MemberBihar State Forest Development Corporation
MemberCentral Building Research Institute
MemberDirectorate General of Civil Aviation
MemberDirectorate of Naval Architecture
MemberDirectorate General of Supplies and Disposal
MemberDirectorate General of Ordnance Factories
MemberVarious State Forest Departments
MemberIndian Plywood Industries Research Institute

For detailed member information and roles, consult Annex B of IS 14960.

Popular Questions About IS 14960

?Which preservative chemicals and retention amounts are mandated for rubber wood?

While IS 14960 does not explicitly prescribe specific preservative chemicals or their exact retention levels for rubber wood, standard industry practice and related Indian Standards provide guidance. Common preservatives include Copper Chrome Arsenate (CCA), borates like Disodium Octaborate Tetrahydrate, Copper Azole, and occasionally Pentachlorophenol (PCP), though PCP is less favored due to toxicity concerns. Typical retention levels depend on the intended use and exposure conditions: CCA ranges from 6.0 to 8.0 kg/m³ for heavy outdoor use; borates at 1.0 to 2.0 kg/m³ for indoor applications such as furniture and toys; and Copper Azole at 4.0 to 6.0 kg/m³ for moderate exposure. Treatments are generally applied by pressure impregnation to ensure durability. For precise procedures and retention levels, refer to IS 401 (Timber Preservation) and the IS 3070 series.

?How is moisture content regulated and determined for seasoned rubber wood timber?

The moisture content of seasoned rubber wood timber is controlled according to IS 11215, which details the oven-dry method for moisture determination. Moisture content must stay within prescribed limits, often referenced from IS 287 depending on the timber's intended use and climatic conditions. The oven-dry test involves weighing a sample before and after drying at 103 ± 2°C until constant weight is achieved. Moisture content percentage is calculated as ((Wet Weight - Dry Weight) / Dry Weight) × 100. Seasoning processes conform to IS 1141, ensuring moisture levels and residual stresses are within acceptable bounds before timber use.

?What grading categories and defect allowances apply to sawn rubber wood per the standard?

IS 14960 classifies sawn rubber wood into three grades: A, B, and C, based on dimensional tolerances and permissible defects. Grade A represents the highest quality with minimal defects, suitable for fine furniture and cabinetry. Grade B allows moderate defects such as small knots and minor cracks, appropriate for general joinery and doors. Grade C permits more defects and is used for less critical applications like flooring and paneling. Typical defects controlled include knots, splits, sapwood presence, and warping. Defect limits and grading criteria ensure the wood matches its intended purpose.

?What are the marking and certification protocols required for compliance with IS 14960?

To comply with IS 14960:2001, timber must bear the BIS Standard Mark indicating conformity, requiring manufacturers to hold a valid BIS license. Marking should include the manufacturer's identification, timber grade (A, B, or C), moisture content certification as per IS 287, and details of preservative treatment. Timber must be seasoned according to IS 1141 and inspected for moisture and residual stresses. Certification ensures adherence to defect limits, moisture content, and preservation quality, providing traceability and assurance of standard compliance.

?What dimensional tolerances are permitted for different grades of sawn rubber wood timber?

The standard specifies that all three grades of sawn rubber wood timber—Grades A, B, and C—must conform to dimensional tolerances of +3 mm and -1 mm in thickness and width. Negative width tolerance is allowed for up to 10% of the supply batch. Typically, Grade A demands the tightest tolerances suited for precision furniture making, Grade B allows moderate deviations for general furniture, and Grade C permits larger tolerances appropriate for rougher uses like flooring or paneling. Exact tolerances should be agreed upon between manufacturer and purchaser as per Clause 5.1.

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