IS 1003 Part 12003AI Search Enabled✦ AI Generated

Timber Panelled and Glazed Shutters, Part 1: Door shutters

IS 1003 Part 1: 2003 specifies requirements for timber panelled and glazed door shutters used in construction, detailing materials, dimensions, construction, and performance tests. It applies to manufacturers, suppliers, and engineers involved in the design, production, and quality assurance of timber door shutters, ensuring durability, safety, and conformity to Indian standards.

15Sections
130Clauses Indexed
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2003Edition
Doors Windows and ShutterCategory
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What This Standard Covers

IS 1003 Part 1: 2003 specifies requirements for timber panelled and glazed door shutters used in construction, detailing materials, dimensions, construction, and performance tests. It applies to manufacturers, suppliers, and engineers involved in the design, production, and quality assurance of timber door shutters, ensuring durability, safety, and conformity to Indian standards.

Who Uses This Standard

  • Door shutter manufacturers
  • Civil and structural engineers
  • Architects and building designers
  • Quality control inspectors
  • Timber suppliers
  • Construction contractors
  • Building material procurement specialists

Key Topics Covered

Timber species and grading for door shutters
Panel materials including plywood, blockboard, MDF, bamboo mat board
Dimensions and modular sizes of door shutters
Construction details including joinery and panel fixing methods
Preservative treatment and seasoning of timber
Performance tests such as screw withdrawal resistance, impact, and misuse tests
Requirements for glazing and wire gauze panels
Permissible defects and tolerances in timber components
Marking, sampling, and conformity criteria
Environmental and ECO-Mark requirements
Location and installation of fittings and accessories
Finishing and surface treatment standards

Table of Contents

1Scope

IS 1003 Part 1: Scope - Key Formulas, Tables, and Specifications


1. Scope Summary:

  • Covers modular and non-modular door shutters.
  • Specifies dimensions, tolerances, finishes, and testing criteria.
  • Defines designation system for modular sizes (width and height in modules, M = 100 mm).

2. Key Tables:

TableDescriptionHighlights
Table 2Dimensions & Tolerances of Door Shutter ComponentsWidth & thickness tolerances for stiles, rails, muntins, glazing bars (e.g., vertical stile width: 100 ± 3 mm, thickness: 35 ± 1 or 40 ± 1 mm)
Table 3Dimensions of Door Shutters (Clause 7.2)Modular door sizes (e.g., 8 DS 20 = 700 mm × 1905 mm) with designation explained
Table 4Sample Size & Criteria for Conformity (Clause 12.2.2)Specifies sample sizes and permissible defectives for lot sizes (e.g., lot 26-50: sample 8, 0 defectives allowed)

3. Designation Explanation:

  • Format: [Width Module] D [S/T] [Height Module]
  • Example: 8 DS 20
    • 8 = Width in modules (8 × 100 mm = 800 mm)
    • D = Door
    • S = Single shutter (T = Double leaf)
    • 20 = Height in modules (20 × 100 mm = 2000 mm)

4. Dimension Formulas:

ParameterFormula/Value
Overall Height of Door FrameMH - 10 mm (MH = Modular Height)
Height of ShutterMH - 95 mm
Overall Width of Door FrameMW - 10 mm (MW = Modular Width)
Width of ShutterMW - 100 mm
Thickness of Door Frame minus rebate45 mm

5. Finishing Requirements (Clause 9.4):

  • Surfaces to be
2Referenced Indian Standards

IS 1003 (Part 1): Key Referenced Indian Standards & Specifications

1. Referenced Indian Standards

  • IS 2338 (Part 1 & 2): Specifies primer, polish, and varnish for protective coating of door shutters (Clause 9.4).
  • IS 4021 & IS 4351: Standard sizes for door frames.
  • BIS Act 1986: Governs the use of the Standard Mark and copyright of standards.

2. Dimensions & Tolerances of Door Shutter Components (Table 2, Clause 7.1)

ComponentWidth (mm)Thickness (mm)
Vertical stile, top, freeze rail100 ± 335 ± 1 or 40 ± 1
Lock rail150 ± 335 ± 1 or 40 ± 1
Bottom rail200 ± 335 ± 1 or 40 ± 1
Munting100 ± 335 ± 1 or 40 ± 1
Glazing bar40 ± 135 ± 1 or 40 ± 1

3. Standard Door Shutter Dimensions (Table 3, Clause 7.2)

DesignationWidth (mm)Height (mm)
8 DS 207001905 (1945)
8 DS 217002005 (2045)
9 DS 208001905 (1945)
9 DS 218002005 (2045)
10 DS 209001905 (1945)
10 DS 219002005 (2045)
12 DT 2011001905 (1945)
12 DT 2111002005 (2045)
3Terminology

IS 1003 Part 1: Terminology - Key Specifications & Tables

1. Dimensions and Tolerances of Door Shutter Components (Table 2, Clause 7.1)

ComponentWidth (mm)Thickness (mm)
Vertical stile & freeze rail100 ± 335 ± 1 or 40 ± 1
Lock rail150 ± 335 ± 1 or 40 ± 1
Bottom rail200 ± 335 ± 1 or 40 ± 1
Munting100 ± 335 ± 1 or 40 ± 1
Glazing bar40 ± 135 ± 1 or 40 ± 1

2. Modular Door Shutter Dimensions (Table 3, Clause 7.2)

  • Width and height are modular (M = 100 mm).
  • Designation format: [Width Module] D [S/T] [Height Module]
    • D = Door, S = Single shutter, T = Double leaf shutter.
DesignationWidth (mm)Height (mm)
8 DS 207001905 (1945)
8 DS 217002005 (2045)
9 DS 208001905 (1945)
9 DS 218002005 (2045)
10 DS 209001905 (1945)
10 DS 219002005 (2045)
12 DT 2011001905 (1945)
12 DT 2111002005 (2045)
  • Values in brackets correspond to height from finished floor level.

3. **Sample Size & Acceptance Criteria for Testing (Table 4, Clause 12.2.2

4Materials

IS 1003 (Part 1) - Key Formulas, Tables & Specifications for Materials


1. Dimensions & Tolerances of Door Shutter Components (Table 2, Clause 7.1)

ComponentWidth (mm)Thickness (mm)
Vertical stile, top & freeze rail100 ± 335 ± 1 or 40 ± 1
Lock rail150 ± 335 ± 1 or 40 ± 1
Bottom rail200 ± 335 ± 1 or 40 ± 1
Munting100 ± 335 ± 1 or 40 ± 1
Glazing bar40 ± 135 ± 1 or 40 ± 1

2. Door Shutter Dimensions (Table 3, Clause 7.2)

DesignationWidth (mm)Height (mm)
8 DS 207001905 (1945)
8 DS 217002005 (2045)
9 DS 208001905 (1945)
9 DS 218002005 (2045)
10 DS 209001905 (1945)
10 DS 219002005 (2045)
12 DT 2011001905 (1945)
12 DT 2111002005 (2045)
  • Note: Dimensions in brackets correspond to modular height from finished floor level.

3. Material Specifications

  • Protective Coating: Primer, polish or varnish as per IS 2338 (Parts 1 & 2) must cover all paint/polish surfaces before delivery (Clause 9.4).
  • Asbestos Cement Sheets: Panels must conform to IS
5Timber and Panel Materials

Key Specifications & Tables for Timber and Panel Materials (IS 1003 Part 1: 2003)

1. Timber Panelling (Clause 6.6)

  • Minimum panel thickness: 15 mm
  • Minimum panel width: 100 mm
  • Grain direction: Along the longer dimension
  • Max panel area: 0.5 m²
  • Jointing: Tongued and grooved joints with depth & thickness = 1/3 panel thickness

2. Prelaminated Medium Density Fibre Board (Clause 6.17)

  • Panels made from a single piece
  • Minimum thickness: 12 mm

3. Construction (Clause 6.1)

  • Timber framework with stiles and rails joined by mortice and tenon joints
  • Bottom rails: haunched plain double tenon joints
  • Rails inserted 25 ± 3 mm short of stile width to form stub mortice and tenon joints

4. Permissible Defects for Grades of Timber (Table 1, Clause 5.1.5)

DefectFirst GradeSecond Grade
Cross-grain≤ 1 in 15≤ 1 in 10
Sound/live knots (stiles & rails)Max 20 mm size, 1 knot/m (short face)Max 20 mm size, 3 knots/stile (short face)
Dead/loose knots (plugged)Max 10 mm size, 1 knot/m (centrally located)Max 10 mm size, 3 knots/stile (centrally located)
Pitch pocketsNonePermissible if filled and clean
Sapwood≤ 5 mm wide, 150 mm long per m≤ 10 mm wide, 200 mm long per m
Worm holesNone≤ 10 mm diameter, 1 per m, plugged

Note: Knots must not occur where hinges or locks are fixed.


Summary Diagram of Timber Panel Joint (Mortice & Tenon)

flowchart LR
A[Stile] -->|Mortice| B[Rail]
B -->|Tenon| A
subgraph Joint
   
6Construction and Workmanship

IS 1003 Part 1: Construction and Workmanship Key Points

1. Construction of Timber Panelled Shutters (Clause 6.1)

  • Framework: Stiles and rails with panel inserts (timber, plywood, blockboard, MDF, veneered particle board, asbestos cement sheets, wire gauze, or glass).
  • Panel fixing: Grooves and/or beading.
  • Joints:
    • Stiles, top rails, lock rails: Mortice and tenon joints (Fig. 2 & 3).
    • Bottom rails: Haunched plain double tenon joints.
  • Rail insertion: 25 ± 3 mm short of stile width for stub mortice and tenon.

2. Permissible Defects (Table 1, Clause 5.1.5)

DefectFirst GradeSecond Grade
Cross-grain≤ 1 in 15 slope≤ 1 in 10 slope
Sound/live knots (stiles & rails)≤ 20 mm, max 1 knot/m (short face)≤ 20 mm, max 3 knots/stile, 1 knot/rail
Dead/loose knots (plugged)≤ 10 mm size, max 1 knot/m≤ 10 mm size, max 3 knots/stile, 1 knot/rail
Pitch pockets/streaksNoneAllowed if filled and glued
Worm holesNoneAllowed ≤ 10 mm diameter, plugged
  • Knots must not occur where hinges or locks are fixed.

3. Dimensions & Tolerances of Door Shutter Components (Table 2, Clause 7.1)

ComponentWidth (mm)Thickness (mm)
Vertical stile/top/freeze rail100 ± 335 ± 1 or 40 ± 1
Lock rail150 ± 335 ± 1 or 40 ± 1
Bottom rail200 ± 335 ± 1 or 40 ± 1
Munting100 ± 335 ± 1 or
7Sizes and Types

IS 1003 (Part 1) - Sizes and Types of Timber Panelled & Glazed Shutters


1. Modular Sizes (Clause 7.2 & Table 3)

DesignationWidth (mm)Height (mm)
8 DS 207001905 (1945)
8 DS 217002005 (2045)
9 DS 208001905 (1945)
9 DS 218002005 (2045)
10 DS 209001905 (1945)
10 DS 219002005 (2045)
12 DT 201100¹1905 (1945)
12 DT 211100¹2005 (2045)
  • Note: Designation format:
    • First number = width in modules (1 module = 100 mm)
    • Last number = height in modules
    • 'D' = Door, 'S' = Single shutter, 'T' = Double leaf shutter
  • Heights in brackets apply if measured from finished floor level.

2. Component Dimensions & Tolerances (Table 2)

ComponentWidth (mm)Thickness (mm)
Vertical stile/top/freeze rail100 ± 335 ± 1 or 40 ± 1
Lock rail150 ± 335 ± 1 or 40 ± 1
Bottom rail200 ± 335 ± 1 or 40 ± 1
Munting100 ± 335 ± 1 or 40 ± 1
Glazing bar40 ± 135 ± 1 or 40 ± 1

3. **Shutter & Frame Dimension Relations (Fig.

8Location of Fittings and Accessories

IS 1003 (Part 1) - Location of Fittings and Accessories: Key Points

1. Tolerances (Clause 7.3)

  • Door shutter size tolerance: ±3 mm

2. Dimensions of Door Shutter Components (Table 2, Clause 7.1)

ComponentWidth (mm)Thickness (mm)
Vertical stile, top & freeze rail100 ± 335 ± 1 or 40 ± 1
Lock rail150 ± 335 ± 1 or 40 ± 1
Bottom rail200 ± 335 ± 1 or 40 ± 1
Munting100 ± 335 ± 1 or 40 ± 1
Glazing bar40 ± 135 ± 1 or 40 ± 1

3. Overall Dimensions of Door Frames & Shutters

  • Thickness of door frame minus rebate = 45 mm
  • Overall height of door frame = MH - 10 mm (MH = Modular Height)
  • Height of shutter = MH - 95 mm
  • Width of shutter = MW - 100 mm (MW = Modular Width)
  • Overall width of door frame = MW - 10 mm

4. Standard Door Sizes (Table 3, Clause 7.2)

DesignationWidth (mm)Height (mm)
8 DS 207001905 (1945)
8 DS 217002005 (2045)
9 DS 208001905 (1945)
9 DS 218002005 (2045)
10 DS 209001905 (1945)
10 DS 219002005 (2045)
12 DT 201100190
9Finishing

IS 1003 (Part 1) - Finishing of Door Shutters: Key Points

Protective Finishing (Clause 9.4)

  • All door shutter surfaces to be painted, polished, or varnished shall first receive a protective coat of primer, polish, or varnish.
  • Primer coat must comply with IS 2338 (Part 1 & 2) before delivery.

Dimensions & Tolerances of Components (Table 2, Clause 7.1)

ComponentWidth (mm)Thickness (mm)
Vertical stile, top & freeze rail100 ± 335 ± 1 or 40 ± 1
Lock rail150 ± 335 ± 1 or 40 ± 1
Bottom rail200 ± 335 ± 1 or 40 ± 1
Munting100 ± 335 ± 1 or 40 ± 1
Glazing bar40 ± 135 ± 1 or 40 ± 1

Door Shutter Dimensions (Table 3, Clause 7.2)

DesignationWidth (mm)Height (mm)
8 DS 207001905 (1945)
9 DS 208001905 (1945)
10 DS 209001905 (1945)
12 DT 2011001905 (1945)
  • Numbers indicate modular sizes (1 module = 100 mm).
  • Heights in brackets apply when measured from finished floor level.

Important Dimensional Relations (Fig. 6)

  • Door Frame Thickness minus rebate = 45 mm
  • Overall height of door frame = MH - 10 mm (MH = modular height)
  • Height of shutter = MH - 95 mm
  • Width of shutter = MW - 100 mm (MW = modular width)
  • Overall width of door frame = MW - 10 mm
10Glass and Glazing Requirements

Glass and Glazing Requirements as per IS 1003 (Part 1): 2003

1. Glass Specifications (Clause 10.1 & 5.6):

  • Glass must conform to IS 2835 or IS 2553.
  • Minimum thickness: 4 mm
  • Minimum weight: 10 kg/m²
  • Types allowed: Clear, frosted, wire, coloured glass (as agreed between purchaser & supplier).

2. Panel Size Specification (Clause 10.2):

  • When specifying glass panel sizes, the first dimension is width.

3. Door Shutter Dimensions for Glazed Panels (Table 2 & 3):

ComponentWidth (mm)Thickness (mm)
Vertical stile/top rail100 ± 335 ± 1 or 40 ± 1
Lock rail150 ± 335 ± 1 or 40 ± 1
Bottom rail200 ± 335 ± 1 or 40 ± 1
Munting100 ± 335 ± 1 or 40 ± 1
Glazing bar40 ± 135 ± 1 or 40 ± 1

4. Standard Door Sizes for Glazed Doors (Table 3):

DesignationWidth (mm)Height (mm)
8 DS 207001905 (1945)
8 DS 217002005 (2045)
9 DS 208001905 (1945)
9 DS 218002005 (2045)
10 DS 209001905 (1945)
10 DS 219002005 (2045)
12 DT 2011001905 (1945)
12 DT 211100
11Performance Tests

IS 1003 Part 1: Performance Tests Key Points

1. Slamming Test (Clause 11.9)

  • Clause 11.9.1: Any one test from 11.9.2 or 11.9.3 shall be used to assess shutter performance under impact/slamming conditions.
  • Purpose: To verify durability and resistance to dynamic impact.

2. Sample Size & Conformity Criteria (Clause 12.2.1, 12.2.2)

  • Sample size for testing dimensions, squareness, flatness, and local planeness is per Table 4:
Lot SizeSample SizePermissible DefectivesSub-sample Size
26 to 50801
51 to 1001312
101 to 1502012
151 to 3003213
301 to 5005024
501 and above8025
  • For lot size ≤ 25, sample size is mutually agreed.

3. Additional Specifications

  • Shutter size classification: Modular or Non-modular.
  • Modular sizes follow designations in Table 3 (width × height in modules).
  • Appropriate symbols for shutters as per Note 1 of Table 3.

Summary Diagram: Testing Process Flow

flowchart TD
    A[Select Lot Size] --> B{Lot Size ≤ 25?}
    B -- Yes --> C[Agree Sample Size with Purchaser]
    B -- No --> D[Refer Table 4 for Sample Size]
    D --> E[Take Samples]
    E --> F[Test Dimensions & Planeness]
    F --> G[Check Defectives Against Permissible Limit]
    G --> H{Defectives ≤ Permissible?}
    H -- Yes --> I[Lot Accepted]
    H -- No --> J[Lot Rejected or Re-inspected]

**Use this framework for performance testing and conformity assessment

12Sampling and Criteria for Conformity

IS 1003 Part 1: Sampling and Criteria for Conformity

1. Sample Size & Permissible Defectives (Table 4, Clause 12.2.2)

Lot SizeSample SizePermissible No. of DefectivesSub-sample Size
26 to 50801
51 to 1001312
101 to 1502012
151 to 3003213
301 to 5005024
501 and above8025
  • For lot size ≤ 25, sample size is mutually agreed upon by manufacturer and purchaser.

2. Criteria for Conformity (Clause 12.3)

  • A lot conforms if the number of defective samples ≤ permissible defectives (Col 4, Table 4).

3. Sampling Details (Clause 12.2.1)

  • Number of specimens for testing dimensions, squareness, flatness, and local planeness = Sample size from Table 4 (Col 3).

Summary Diagram:

flowchart TD
    A[Lot Size] --> B{Check Lot Size Range}
    B -->|26-50| C[Sample Size=8, Defectives=0]
    B -->|51-100| D[Sample Size=13, Defectives=1]
    B -->|101-150| E[Sample Size=20, Defectives=1]
    B -->|151-300| F[Sample Size=32, Defectives=1]
    B -->|301-500| G[Sample Size=50, Defectives=2]
    B -->|501+| H[Sample Size=80, Defectives=2]
    C --> I{Defectives ≤ Permissible?}
    D --> I
    E --> I
    F --> I
    G --> I
    H --> I
    I -->
13Environmental and ECO-Mark Requirements

IS 1003 Part 1: Environmental & ECO-Mark Requirements Summary

1. Criteria for Conformity (Clause 12.3 & Table 4)

Lot SizeSample SizePermissible DefectivesSub-sample Size
26 to 50801
51 to 1001312
101 to 1502012
151 to 3003213
301 to 5005024
501 and above8025
  • For lot size ≤ 25, sample size is mutually agreed.

2. ECO-Mark Requirements (Clause 13 & 5.1.1)

  • Timber Source: Must be from non-natural forest sources (e.g., industrial/social forestry plantations, shade trees).
  • Timber Group & Grade: As per Clause 5.1.1 and 5.1.5.
  • Species: Must be declared for ECO-Mark.
  • Documentation: Manufacturer must submit:
    • Certificate/declaration to BIS.
    • Environmental consent clearance from State Pollution Control Board under Water & Air Acts.
    • Authorization under Environment (Protection) Act if applicable.

3. Additional Notes

  • Door shutters must meet both quality/performance and ECO-Mark environmental criteria.
  • Modular or non-modular shutter sizes must be designated per Table 3 (not included here).

This ensures sustainable timber use and environmental compliance for door shutter manufacturing under IS 1003 Part 1.

14Marking

IS 1003 Part 1: Marking Key Points

1. Marking Requirements (Clause 12.2.2)

  • Marking must include:
    • Whether the shutter size is Modular or Non-modular.
    • Designation: For modular shutters, width & height in modules (see Table 3). For non-modular, actual width & height.
    • Appropriate symbols as per Note 1 of Table 3.

2. Sampling & Conformity (Table 4)

Lot SizeSample SizePermissible DefectivesSub-sample Size
26 to 50801
51 to 1001312
101 to 1502012
151 to 3003213
301 to 5005024
501 and above8025
  • For lot size ≤ 25, sample size is mutually agreed.

3. Conformity Criteria (Clause 12.3)

  • Lot conforms if defective samples ≤ permissible defectives (col 4 above).

4. Standard Mark Usage (Clause 14.1.1.1)

  • Governed by BIS Act 1986.
  • License required for use of Standard Mark.

Summary Diagram - Marking Flow

flowchart TD
    A[Start: Product Ready] --> B{Is size Modular?}
    B -- Yes --> C[Mark width & height in modules]
    B -- No --> D[Mark actual width & height]
    C --> E[Apply appropriate symbols (Table 3 Note 1)]
    D --> E
    E --> F[Include timber group, grade, species (if ECO-Mark)]
    F --> G[Apply Standard Mark (if licensed)]
    G --> H[Marking Complete]

Note: Always refer to Table 3 for modular size designations and symbols.

15Information to be Supplied by the Purchaser

IS 1003 Part 1: Information to be Supplied by the Purchaser

Key Requirements (Clause 15 & related):

  • Shutter Size Type: Specify if the shutter is Modular or Non-modular.
  • Designation: For modular, provide width & height in modules as per Table 3; for non-modular, give actual dimensions.
  • Dimensions: Use Table 3 for standard door shutter sizes (width × height in mm).

Important Tables:

Table 3: Door Shutter Dimensions (Clause 7.2)

DesignationWidth (mm)Height (mm)
8 DS 207001905 (1945)
8 DS 217002005 (2045)
9 DS 208001905 (1945)
9 DS 218002005 (2045)
10 DS 209001905 (1945)
10 DS 219002005 (2045)
12 DT 2011001905 (1945)
12 DT 2111002005 (2045)

Note: Values in brackets are if height is measured from finished floor level.


Table 4: Sample Size & Criteria for Conformity (Clause 12.2.2)

Lot SizeSample SizeMax DefectivesSub-sample Size
26 to 50801
51 to 1001312
101 to 1502012
151 to 3003213
301 to 5005024
501 and above802

Popular Questions About IS 1003 Part 1

?What types of timber and panel materials are permitted for door shutters under IS 1003 Part 1?

Permitted Timber and Panel Materials for Door Shutters as per IS 1003 Part 1:2003

  • Timber Species:

    • Shall comply with IS 12896.
    • Rails and stiles must be of the same species.
    • Panels of solid wood shall be of one species (may differ from rails/stiles).
  • Panel Materials:

    • Timber
    • Plywood
    • Blockboard (IS 1659:2004)
    • Medium Density Fibreboard (MDF) (min. thickness 12 mm, IS 14587:1998)
    • Veneered particle board (IS 3097:2006)
    • Asbestos cement sheets
    • Prelaminated particle board
    • Wire gauze (IS 1568:1970)
    • Glass panels
  • Quality and Defects:

    • Refer Table 1 (Clause 5.1.5) for permissible defects like knots, pitch pockets, worm holes, differing for first and second grade timber.
    • Dead/loose knots must be plugged.
    • No knots where hinges or locks are fixed.

Summary Diagram:

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References: IS 1003 Part 1:2003 Clauses 5.1.1, 6.1, 6.17 and Annex A.

?What are the standard sizes and dimensional tolerances specified for timber door shutters?

Standard Sizes and Dimensional Tolerances for Timber Door Shutters (IS 1003 Part 1):

  • Overall Dimensions (Clause 11.1):

    • Nominal width & height: ±5 mm tolerance
    • Squareness deviation: ≤ 1 mm per 500 mm length
    • Thickness uniformity: variation ≤ 0.8 mm between any two points
    • Nominal thickness tolerance: ±1 mm
  • Sizes and Types (Clause 7.2):

    • Shutters conform to modular sizes as per Table 3 and Fig. 6 (modular sizes typically based on multiples of 100 mm)
    • Custom sizes allowed if agreed upon by manufacturer and purchaser
  • Component Dimensions and Tolerances (Clause 7.1):

    • Refer to Table 2 for detailed dimensions and tolerances of individual shutter components (frames, panels, glazing beads, etc.)

Summary Table (Example)

ParameterTolerance/Value
Width & Height±5 mm
Squareness deviation≤ 1 mm per 500 mm length
Thickness uniformity≤ 0.8 mm variation
Thickness tolerance±1 mm

Loading diagram...

For exact component sizes and modular dimensions, refer to IS 1003 Part 1 Tables 2 & 3.

?How is preservative treatment of timber verified according to this standard?

According to IS 1003 Part 1 (Clause 5.1.3 and Annex B), preservative treatment of timber is verified by:

  • Kiln seasoning as per IS 1141 before planing.
  • Treating sapwood of durable species and all parts of non-durable species with preservatives (except water-soluble leachable types) as per IS 401.
  • Applying preservative to finished components where cut for joinery.
  • Spot test method (Annex B) for checking preservative penetration and identification:
    • Cut across timber components.
    • Apply Solution 1 on dry cut surface; after drying, apply Solution 2 on yellow-colored areas.
    • Observe color changes (e.g., red for boron presence).
    • Blue color on spraying indicates copper presence.
  • The entire cross-section must be tested to ensure thorough penetration.

Spot Test Summary:

StepActionObservation
1Spray Solution 1 on cut surfaceYellow coloration
2Spray Solution 2 on yellow areasColor change (e.g., red for boron)
3Spray on bore dust or split surfaceDeep blue indicates copper

This method ensures the preservative is properly absorbed and identifies the chemical type used.

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?What performance tests are required to ensure durability and safety of door shutters?

To ensure durability and safety of door shutters as per IS 1003 Part 1, the following performance tests are required:

1. Impact Test (Clause 11.7.2)

  • Conducted as per IS 4020 (Part 8), Clause 3.1.
  • The shutter with all hangings and fixings must withstand 5 impacts on both sides.
  • No significant permanent deformation or deterioration allowed.

2. Buckling Test (Clause 11.8)

  • Performed as per IS 4020 (Part 9).
  • After unloading, residual deformation ≤ 5 mm after 15 minutes.
  • Initial deflection during test ≤ 50 mm.
  • No deterioration permitted.

3. Successive Impact Tests (Clause 11.9.2 & 11.9.3)

  • As per IS 4020 (Part 10):
    • 50 successive impacts (Clause 11.9.2) — no visible damage.
    • 100 successive impacts (Clause 11.9.3) — no visible damage.

Summary Table:

Test TypeStandard ReferenceCriteria
Impact TestIS 4020 (Part 8), 3.15 impacts both sides, no deformation
Buckling TestIS 4020 (Part 9)Residual deflection ≤ 5 mm, initial ≤ 50 mm
Successive Impact TestIS 4020 (Part 10), 2.1 & 3.150 & 100 impacts, no visible damage

These tests collectively ensure the shutter’s mechanical robustness and safety under operational stresses.

?What construction methods and joint types are recommended for timber panelled door shutters?

Recommended Construction Methods & Joint Types for Timber Panelled Door Shutters (IS 1003 Part 1):

  • Stiles, Top Rails, Bottom Rails, Lock Rails:

    • Shall be made from a single piece of timber.
    • If rails exceed 150 mm width, they may be made from multiple pieces, each at least 75 mm wide.
  • Jointing Multiple Pieces:

    • Use continuous tongued and grooved joints glued together.
    • Reinforce joints with metal dowels spaced ≤ 200 mm or wooden/bamboo pins pinned through full thickness.
    • All jointed pieces must be of the same timber species.
  • Species Consistency:

    • Rails and stiles must be of the same species.
    • Solid wood panels should be of one species (may differ from rails/stiles).
  • Panel Sizes:

    • Follow modular sizes in Table 3 and Fig. 6 of the code, unless otherwise agreed.

This ensures structural integrity, durability, and aesthetic uniformity in timber door shutters.

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