The standard outlines specifications for converted non-coniferous timber such as planks and scantlings used in general applications including storage boxes, crates, and lightweight furniture. It details grading systems, allowable imperfections, size tolerances, moisture content limits, and preservation procedures to ensure the timber's quality and longevity. This code is vital for professionals involved in the production and quality assurance of non-coniferous timber products in India.
Overview
The standard outlines specifications for converted non-coniferous timber such as planks and scantlings used in general applications including storage boxes, crates, and lightweight furniture. It details grading systems, allowable imperfections, size tolerances, moisture content limits, and preservation procedures to ensure the timber's quality and longevity. This code is vital for professionals involved in the production and quality assurance of non-coniferous timber products in India.
Audience
Contents
Structure
Overview of Scope in IS 5966
This standard specifies requirements for timber door and window shutters, concentrating on dimensions, acceptable tolerances, and quality parameters.
| Aspect | Reference Standard | Notes |
|---|---|---|
| Timber size standards | IS 1331:1971 | Standardized timber dimensions |
| Definitions | IS 707:1976 | Terminology for seasoned timber |
| Rounding numerical data | IS 2:1960 | Rules for rounding values |
flowchart LR
TimberShutter[Timber Shutter] --> Dimensions[Dimensions & Tolerances]
Dimensions --> IS1331[IS 1331:1971]
Dimensions --> IS2[IS 2:1960 Rounding]
TimberShutter --> Definitions[Definitions]
Definitions --> IS707[IS 707:1976]
Refer to IS 1331 and IS 5966 for detailed dimension tables and tolerance clauses.
Summary of Key References in IS 5966
Rounding Procedure (IS 2:1960):
Dimension and Tolerance Limits:
Other Standards Referenced:
| Aspect | Standard Reference | Purpose |
|---|---|---|
| Numerical rounding | IS 2:1960 | Standardizes rounding rules |
| Terminology | IS 707:1976 | Clarifies timber-related terms |
| Size and tolerance | IS 5966 Clause 5 | Defines dimensional limits |
For detailed size and tolerance data, specify the product or section for exact information.
Definitions in IS 5966
| Standard | Purpose |
|---|---|
| IS 707:1976 | Timber technology terminology |
| IS 2:1960 | Rules for numerical rounding |
flowchart LR
IS5966_Definitions --> IS707[Refer IS 707:1976]
IS5966_Definitions --> IS2[Apply IS 2:1960 rounding]
IS707 --> Timber_Terms[Timber Terminology]
IS2 --> Rounding_Rules[Rounding Procedures]
This ensures clarity and uniform reporting.
Non-Coniferous Timber Species as per IS 1326:1992 Annex B
| Thickness of Timber | Maximum Moisture Content |
|---|---|
| 40 mm | 18% within 10 mm depth |
| > 50 mm | 18% within 10 mm depth |
| Seasoned timber | As specified |
Refer to IS 1326 Annex B and IS 5966 Table 1 for comprehensive species and defect limits.
flowchart LR
NonConiferousTimber --> Species_List[Species as per IS 1326 Annex B]
Species_List --> Moisture_Limits[Moisture Content Restrictions]
Moisture_Limits --> Measurement_Standards[Measurement Protocols]
Measurement_Standards --> Permissible_Defects[Allowed Defects]
Permissible_Defects --> Grade_I_II[Grade I and II Specifications]
Ensures timber suitability for diverse general applications.
Dimensional Specifications and Permissible Variances (IS 5966 Clause 5.2)
| Size Range | Width & Thickness Tolerance |
|---|---|
| Up to and including 100 mm | No minus tolerance (0 mm) |
| Above 100 mm | +6 mm / -3 mm allowed |
| Width/Thickness (mm) | Allowed Tolerance (mm) | Comments |
|---|---|---|
| 40 | 0 | Exact dimension required |
| > 100 | +6 / -3 | Minus tolerance limited to 10% |
flowchart LR
Order --> CheckSize{Width 40 mm?}
CheckSize -- Yes --> NoTolerance[No tolerance (0 mm)]
CheckSize -- No --> Tolerance[+6 mm / -3 mm]
Tolerance --> LimitMinus[Minus tolerance 40% of supply]
WidthRange --> WidthLimits[No minus on min, no plus on max]
This maintains dimensional accuracy per relevant standards.
Timber Grading Criteria as per IS 5966
| Defect | Grade I Limits | Grade II Limits |
|---|---|---|
| Grain slope | 1 in 15 | 1 in 12 |
| Live knots | Max 13 mm size; 1 per meter | Max 25 mm size; 2 per meter |
| Maximum check depth | 1 mm (≤50 mm thickness) | 2 mm (≤50 mm thickness) |
| 2 mm (50-100 mm thickness) | 3 mm (50-100 mm thickness) | |
| 4 mm (>100 mm thickness) | 6 mm (>100 mm thickness) | |
| End splits | Up to 3% of length | Up to 5% of length |
| Pitch pockets | Not allowed | Allowed with filling (except exposed edges) |
| Cup | 2 mm per 300 mm | 4 mm per 300 mm |
| Spring | 4 mm per 3 meters | 8 mm per 3 meters |
| Twist | 4 mm per 3 meters | 6 mm per 3 meters |
| Bow | 4 mm per 3 meters | 8 mm per 3 meters |
| Center heart | Allowed if >250 cm², sound and boxed | Allowed |
| Wane | Maximum 4% surface affected | Maximum 8% surface affected |
| Borer holes | Max 3 mm diameter; max 5/m one face; max 5 mm depth | Max 3 mm diameter; max 10/m both faces (depth max 5 mm), or one face max 10 mm depth |
Note: Live knots are prohibited within 1.5 times the smallest thickness near joints. Defects are assessed collectively.
This grading ensures timber meets quality and structural performance requirements.
Moisture Content Specifications for Converted Timber (IS 5966 Clause 6.2)
| Defect | Grade I | Grade II |
|---|---|---|
| Grain slope | 1 in 15 | 1 in 12 |
| Live knots | Max size 13 mm, 1/m | Max size 25 mm, 2/m |
| Check depth | 1 mm (≤50 mm thick) | 2 mm (≤50 mm thick) |
| 2 mm (50-100 mm) | 3 mm (50-100 mm) | |
| 4 mm (>100 mm) | 6 mm (>100 mm) | |
| End splits | 3% of length | 5% of length |
| Cup | 2 mm per 300 mm | 4 mm per 300 mm |
| Spring | 4 mm per 3 m | 8 mm per 3 m |
| Twist | 4 mm per 3 m | 6 mm per 3 m |
| Bow | 4 mm per 3 m | 8 mm per 3 m |
| Borer holes | Max 3 mm diameter; max 5/m one face; max 5 mm depth | Max 3 mm diameter; max 10/m both faces; depth max 5 mm (one face max 10 mm) |
[ MC = \frac{W_{wet} - W_{dry}}{W_{dry}} \times 100 ]
Ensuring timber moisture is within limits is critical for durability and dimensional stability.
Permissible Defects in Converted Timber (IS 5966 Clause 8.1, Table 1)
| Defect | Grade I Allowance | Grade II Allowance |
|---|---|---|
| Slope of grain | 1:15 | 1:12 |
| Live knots | Max 13 mm size; 1 per meter | Max 25 mm size; 2 per meter |
| Checks (max depth) | ≤1 mm (≤50 mm thick); ≤2 mm (50-100 mm); ≤4 mm (>100 mm) | ≤2 mm (≤50 mm thick); ≤3 mm (50-100 mm); ≤6 mm (>100 mm) |
| End splits | Max 3% of length | Max 5% of length |
| Pitch pockets | Not allowed on exposed edges; must be filled or plugged | Allowed except on exposed edges (same filling/plugging) |
| Cup | 2 mm per 300 mm | 4 mm per 300 mm |
| Spring | 4 mm per 3 m | 8 mm per 3 m |
| Twist | 4 mm per 3 m | 6 mm per 3 m |
| Bow | 4 mm per 3 m | 8 mm per 3 m |
| Centre heart | Allowed if >250 cm², sound & boxed | Allowed |
| Wane | ≤4% surface affected | ≤8% surface affected |
| Borer holes (dead infestation) | Max 3 mm diameter; max 5/m one face; max 5 mm depth | Max 3 mm diameter; max 10/m both faces (depth max 5 mm), or one face max 10 mm depth |
Note: Live knots are prohibited within 1.5 times the smallest thickness in joint areas.
Additional measurement tolerances apply as per thickness and size requirements.
Marking Protocols for Converted Timber (IS 5966 Clause 9.2)
Each timber piece shall be marked visibly at a convenient location.
The marking must include:
Letters used for marking should be a minimum of 20 mm in height.
Timber may bear the BIS Standard Mark indicating conformity with IS 5966.
The Standard Mark certifies compliance under the Bureau of Indian Standards Act, 1986, including inspection and quality control by BIS.
| Parameter | Specification |
|---|---|
| Location of Marking | Convenient and visible place |
| Information Included | Source and supply year |
| Letter Size | At least 20 mm tall |
| Standard Mark | Optional, per BIS regulations |
flowchart TD
Timber --> Marking
Marking --> Details{Marking Content}
Details --> Source[Source of Manufacture]
Details --> Year[Year of Supply]
Details --> LetterSize[Letter Size ≥ 20 mm]
Marking --> StandardMark[BIS Standard Mark (optional)]
StandardMark --> BISQuality[BIS Inspection & Quality Control]
This practice ensures traceability and quality assurance.
Preservation Requirements for Timber (IS 5966)
| Aspect | Specification |
|---|---|
| Sapwood treatment | Mandatory, as per IS 401:1982 |
| End coating length | At least longest split + 25 mm |
| End coating material | As per IS 1141:1973 |
| Application timing | Immediately post-inspection |
| Quality assurance | Optional BIS Standard Mark |
flowchart LR
SapwoodPresence --> TreatmentRequired{Treatment needed?}
TreatmentRequired -- Yes --> ApplyTreatment[Apply IS 401:1982 Treatment]
ApplyTreatment --> EndCoating[Apply End Coating]
EndCoating --> CoatingDetails[Coat at least (Longest split + 25mm) per IS 1141]
CoatingDetails --> Timing[Apply immediately after inspection]
Timing --> OptionalMarking[BIS Standard Mark (optional)]
TreatmentRequired -- No --> NoTreatment[No treatment required]
These measures ensure timber longevity and compliance.
Measurement and Evaluation of Defects in Converted Timber (IS 5966 Clause 8.1, Table 1)
| Defect | Grade I Limits | Grade II Limits |
|---|---|---|
| Slope of grain | 1 in 15 | 1 in 12 |
| Live knots | Max 13 mm size; 1 per meter | Max 25 mm size; 2 per meter |
| Maximum check depth | 1 mm (≤50 mm thick); 2 mm (50-100 mm); 4 mm (>100 mm) | 2 mm (≤50 mm); 3 mm (50-100 mm); 6 mm (>100 mm) |
| End split | Max 3% of length | Max 5% of length |
| Pitch pockets | Prohibited on exposed edges; must be filled or plugged | Allowed except on exposed edges (same filling/plugging) |
| Cup | 2 mm per 300 mm | 4 mm per 300 mm |
| Spring | 4 mm per 3 meters | 8 mm per 3 meters |
| Twist | 4 mm per 3 meters | 6 mm per 3 meters |
| Bow | 4 mm per 3 meters | 8 mm per 3 meters |
| Centre heart | Permitted if >250 cm², sound and boxed | Permitted |
| Wane | Maximum 4% surface affected | Maximum 8% surface affected |
| Borer holes | Max 3 mm diameter; max 5/m one face; max 5 mm depth | Max 3 mm diameter; max 10/m both faces (depth max 5 mm), or one face max 10 mm depth |
These methods ensure consistent defect evaluation and reporting.
Use of BIS Standard Mark under IS 5966 Clause 9.2
| Aspect | Details |
|---|---|
| Governing Act | Bureau of Indian Standards Act, 1986 |
| Quality Assurance | Compliance with IS 5966 and BIS inspection |
| Surveillance | Ongoing BIS audits of marked products |
| Licensing Authority | Bureau of Indian Standards (BIS) |
| Marking Location | On converted timber components |
flowchart LR
Manufacturer --> QualitySystem[Quality Control System]
QualitySystem --> Inspection[Inspection and Testing]
Inspection --> ComplianceCheck{Meets IS 5966?}
ComplianceCheck -- Yes --> ApplyMark[Apply Standard Mark]
ApplyMark --> BISSurveillance[BIS Continuous Monitoring]
ComplianceCheck -- No --> NoMark[No Marking]
This process assures timber products meet IS 5966 requirements.
Guidelines for Rounding Numerical Values (IS 5966 and IS 2:1960)
| Digit Removed | Action on Last Retained Digit |
|---|---|
| Less than 5 | Leave unchanged |
| Greater than 5 | Increment by 1 |
| Equal to 5 | Increment if last digit is odd; else leave unchanged |
| Dimension (mm) | Tolerance (mm) |
|---|---|
| Width & thickness ≤100 | 0 |
| Width & thickness >100 | +6 (max), -3 (min) |
flowchart TD
Value --> CheckSigDigits{Number of Significant Figures}
CheckSigDigits --> MatchStandard[Match IS 5966]
MatchStandard --> ApplyRounding[Apply IS 2:1960 Rounding]
ApplyRounding --> FinalValue[Final Rounded Number]
This ensures clarity and conformity in data presentation.
Summary of Revisions and Amendments to IS 5966
| Parameter | Original Specification | Amended Specification |
|---|---|---|
| Timber dimensions | As per IS 1331 | Updated sizing per latest IS |
| Preservation | As per IS 401 | Revised chemical treatments |
| Terminology | As per IS 707 | Added new definitions |
flowchart LR
IS5966_1993 --> Amendment1_2002
Amendment1_2002 --> UpdatedSizes[Updated Sizes (IS 1331)]
Amendment1_2002 --> UpdatedPreservation[Updated Preservation (IS 401)]
Amendment1_2002 --> UpdatedTerminology[Updated Terminology (IS 707)]
Refer to respective IS codes for detailed information and formulae.
IS 5966 Primary Focus: Specifications for Timber Doors
Dimensions and Tolerances (Clause 5):
Reference to IS 707:1976:
| Door Type | Thickness (mm) | Width (mm) | Height (mm) |
|---|---|---|---|
| Flush Door | 35, 40, 45 | 600-1000 | 1800-2100 |
| Panel Door | 35, 40, 45 | 600-900 | 1800-2100 |
flowchart LR
IS5966 --> Dimensions_IS1331[Dimensions & Tolerances (IS 1331)]
IS5966 --> TimberQuality_IS707[Timber Quality (IS 707)]
Dimensions_IS1331 --> Thickness[Thickness 35-45 mm]
Dimensions_IS1331 --> Width[Width 600-1000 mm]
Dimensions_IS1331 --> Height[Height 1800-2100 mm]
TimberQuality_IS707 --> Moisture[Moisture 12±2%]
TimberQuality_IS707 --> Seasoned[Seasoned Timber]
Review IS 5966 annexes and IS 1331 tables for precise door design and timber selection.
Frequently Asked
Permitted Non-Coniferous Timber Species per IS 5966
| IS Code Reference | Species Source | Examples of Species |
|---|---|---|
| IS 5966 (1993) | Annex B of IS 1326:92 | Teak, Sal, Neem, Shisham, Mango, Jackfruit |
Refer to Annex B of IS 1326:1992 for a detailed species list.
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Grading Standards and Defect Limits for Grade I and II Timber (IS 5966 Clause 8.1, Table 1)
| Defect | Grade I | Grade II |
|---|---|---|
| Slope of grain | 1:15 | 1:12 |
| Live knots | Max size 13 mm; max 1 per meter | Max size 25 mm; max 2 per meter |
| Checks (max depth) | 1 mm (≤50 mm thick); 2 mm (50-100 mm); 4 mm (>100 mm) | 2 mm (≤50 mm); 3 mm (50-100 mm); 6 mm (>100 mm) |
| End splits | Max 3% of length | Max 5% of length |
| Pitch pockets | Not allowed | Allowed except on exposed edges (must be filled) |
| Cup | 2 mm per 300 mm | 4 mm per 300 mm |
| Spring | 4 mm per 3 m | 8 mm per 3 m |
| Twist | 4 mm per 3 m | 6 mm per 3 m |
| Bow | 4 mm per 3 m | 8 mm per 3 m |
| Centre heart | Allowed if >250 cm², sound & boxed | Allowed |
| Wane | ≤4% surface affected | ≤8% surface affected |
| Borer holes | Max 3 mm diameter; max 5/m one face; max 5 mm depth | Max 3 mm diameter; max 10/m both faces (depth max 5 mm), or one face max 10 mm depth |
Note: Live knots cannot occur within 1.5 times the smallest thickness near joints. Defects are assessed collectively. Plugging defects are not permitted.
This grading ensures timber strength and durability for structural use.
Dimensional Tolerances for Converted Timber (IS 5966 Clause 5.2)
| Dimension Range | Allowed Tolerance |
|---|---|
| Width & Thickness ≤ 100 mm | ±0 mm (no tolerance) |
| Width & Thickness > 100 mm | +6 mm / -3 mm |
Additional notes:
This ensures consistent sizing and quality control.
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Moisture Content Measurement and Limits (IS 5966)
Moisture content is measured following IS 11215:1991 which outlines methods for determining timber moisture.
Permissible moisture content limits:
Accurate measurement methods include oven-drying and electrical moisture meters.
| Thickness Range | Maximum Moisture Content (%) | Depth Considered (mm) |
|---|---|---|
| ≤ 50 mm | 18 | 10 |
| > 50 mm | 18 | 10 |
| Seasoned (if specified) | Contractual specification | — |
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Maintaining moisture within limits is crucial for timber stability and durability.
Per IS 5966 Clause 10:
| Timber Component | Treatment Standard | Remarks |
|---|---|---|
| Sapwood | IS 401:1982 | Mandatory preservative application |
| Timber ends | IS 1141:1973 | Coat beyond longest split + 25 mm |
This treatment enhances durability and reduces defects such as splitting and cracking.
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