IS 1003 Part 21994AI Search Enabled✦ AI Generated

Timber Panelled And Glazed Shutters, Part 2: Windows and Ventilator Shutters

IS 1003 Part 2:1994 specifies the requirements for timber panelled and glazed window and ventilator shutters used in domestic, office, school, and hospital buildings. It covers material selection, construction methods, dimensions, workmanship, finishing, inspection, and testing to ensure durability, functionality, and quality. This standard is essential for manufacturers, architects, and engineers involved in designing or producing timber shutters that meet Indian building norms and environmental considerations.

15Sections
75Clauses Indexed
AI Search Ready
1994Edition
Doors Windows and ShutterCategory
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What This Standard Covers

IS 1003 Part 2:1994 specifies the requirements for timber panelled and glazed window and ventilator shutters used in domestic, office, school, and hospital buildings. It covers material selection, construction methods, dimensions, workmanship, finishing, inspection, and testing to ensure durability, functionality, and quality. This standard is essential for manufacturers, architects, and engineers involved in designing or producing timber shutters that meet Indian building norms and environmental considerations.

Who Uses This Standard

  • Architects
  • Civil Engineers
  • Timber Shutter Manufacturers
  • Quality Control Inspectors
  • Building Contractors
  • Interior Designers
  • Environmental Compliance Officers

Key Topics Covered

Material specifications for timber, plywood, blockboard, wire gauze, and glass panels
Dimensions and modular sizing of window and ventilator shutters
Construction details including stiles, rails, muntings, and joints
Permissible defects and grading of timber
Finishing requirements including sanding, painting, and varnishing
Glazing methods and glass specifications
Hinge and fitting locations for different shutter types
Sampling, inspection, and conformity criteria
Slamming test procedures for durability
Environmental considerations and ECO Mark certification
Use of laminated veneer lumber and imported timber species
Designation and marking of shutters
Installation clearances and allowances
Panel size limitations and jointing methods

Table of Contents

1Scope

IS 1003 Part 2: Key Specifications & Tables for Window and Ventilator Shutters

Scope (Dimensions, Sizes, and Tolerances)

1. Dimensions & Tolerances (Clause 7.1, Table 2)

ComponentWindow Shutters (mm)Ventilator Shutters (mm)
Width ±3Thickness ±1
Stiles & Rails8025 or 30
Munting6025 or 30
Glazing Bars4025 or 30

2. Standard Designations & Sizes

  • Window Shutters (Table 3):
DesignationWidth (mm)Height (mm)
6 WS 125001100
10 WT 124601100
12 WT 125601100
6 WS 135001200
10 WT 134601200
12 WT 135601200
  • Ventilator Shutters (Table 4):
DesignationWidth (mm)Height (mm)
6 V 6500500
10 V 6900500
12 V 61100500

3. Hinges Location

  • Hinges generally placed at quarter points of top/bottom rails.
  • Bottom hinge distance from shutter end ~15 cm.
  • Top hinge distance from shutter end ~10 cm.
  • Ventilator shutters fixed with two hinges or suspended on peg stay depending on hanging type (top, bottom, or center hung).

Summary:

2Referenced Indian Standards

IS 1003 (Part 2) : 1994 — Referenced Indian Standards Summary

This standard references key Indian Standards essential for timber window and ventilator shutters:

IS No.Title
IS 287:1993Permissible moisture content for timber (3rd revision)
IS 401:1982Code of practice for preservation of timber (3rd revision)
IS 707:1976Glossary of timber technology terms (2nd revision)
IS 710:1976Specification for marine plywood (1st revision)
IS 852:1994Specification for animal glue for woodworking (2nd revision)
IS 1003 (Part 1):1991Specification for timber panelled and glazed door shutters (3rd revision)
IS 12896:1990Classification of Indian timbers for doors and windows
IS 2338 (Part 1 & 2):1967Code of practice for finishing wood and wood-based materials (Ops & Schedule)
IS 2553 (Part 1):1990Specification for safety glass (general purposes)
IS 2835:1987Specification for flat transparent sheet glass (3rd revision)
IS 5437:1969Specification for wired and figured glass (1st revision)
IS 1568:1970Specification for wire cloth for general purposes (1st revision)
IS 1659:1990Specification for blockboard (3rd revision)

Key Notes:

  • These standards cover timber moisture, preservation, finishing, adhesives, glass specifications, and timber classification.
  • Timber species classification is per IS 12896:1990.
  • Preservation treatments follow IS 401:1982.
  • Finishing practices are per IS 2338 parts 1 & 2.
  • Safety and types of glass are covered under IS 2553 and IS 2835.

Dimensional Tolerances (Excerpt from Table 2, Clause 7.1)

| Component | Width

3Terminology

IS 1003 Part 2 - Terminology & Key Specifications

1. Terminology (Clause 3.1)

  • Definitions align with IS 10428:1983 and IS 707:1976.
  • Components include: Stiles, Rails, Munting, Glazing Bars (see Fig.1 in IS 1003-2).

2. Designation (Clause 7.2)

  • Window & ventilator shutters are designated by symbols indicating width and type.

3. Dimensions & Tolerances (Clause 7.1, Table 2)

ComponentWindow Shutters (mm)Ventilator Shutters (mm)
Width ±3Thickness ±1
Stiles & Rails8025 or 30
Munting6025 or 30
Glazing Bars4025 or 30

4. Gluing of Joints (Clause 6.11)

  • Joints must be glued as per specifications for durability.

flowchart LR
    A[Window Shutter] --> B[Stiles & Rails: 80x25/30 mm]
    A --> C[Munting: 60x25/30 mm]
    A --> D[Glazing Bars: 40x25/30 mm]
    E[Ventilator Shutter] --> F[Stiles & Rails: 80x20-30 mm]
    E --> G[Munting: 60x25/30 mm]
    E --> H[Glazing Bars: 40x25/30 mm]

Summary: Use Table 2 for exact dimensions and tolerances; refer IS 10428 & IS 707 for component definitions.

4Materials

IS 1003 Part 2: Key Specifications for Materials

1. Dimensions and Tolerances (Clause 7.1 & Table 2)

ComponentWindow Shutters (mm)Ventilator Shutters (mm)
Width ±3Thickness ±1
Stiles & Rails8025 or 30
Munting6025 or 30
Glazing Bars4025 or 30

2. Moisture Content (Clause 5.1.2)

  • Timber moisture content must comply with IS 287:1993.
  • Typically, maximum permissible moisture content is around 12-15% for window/ventilator timber.

3. Gluing of Joints (Clause 6.11)

  • Use adhesives compatible with timber and environmental conditions.
  • Ensure proper surface preparation and curing as per manufacturer instructions.

Summary Diagram of Components Dimensions

graph LR
A[Window Shutter] --> B[Stiles & Rails: 80x25/30 mm]
A --> C[Munting: 60x25/30 mm]
A --> D[Glazing Bars: 40x25/30 mm]

E[Ventilator Shutter] --> F[Stiles & Rails: 80x20-30 mm]
E --> G[Munting: 60x25/30 mm]
E --> H[Glazing Bars: 40x25/30 mm]

This concise summary ensures adherence to IS 1003 Part 2 for material dimensions, moisture content, and joint gluing.

5Timber Quality and Defects

Timber Quality & Defects as per IS 1003 (Part 2):1994

1. Defects Prohibited (Clause 5.1.4)

  • No decay, fungal growth
  • No boxed heart
  • No splits
  • No pitch pockets or streaks on exposed faces

2. Defects Permitted & Grading (Clause 5.1.5 & Table 1)

Defect TypeFirst GradeSecond Grade
Cross-grainMax slope 1 in 15Max slope 1 in 10
Sound & Live KnotsStiles & Rails: ≤15 mm, max 1 knot/m, no knot within 20 mm of edgesStiles & Rails: ≤20 mm, max 3 knots/stile, 1 knot/rail
Panels: ≤20 mm, max 2 knots/m², no edge knotsPanels: ≤20 mm, max 4 knots/m², no edge knots
Dead & Loose KnotsStiles & Rails: ≤10 mm, 1 knot/mStiles & Rails: ≤10 mm, 3 knots/stile, 1 knot/rail
Panels: ≤15 mm, max 2 knots/m², no edge knotsPanels: ≤15 mm, max 4 knots/m², no edge knots
Pitch pockets/streaksNonePermitted except on exposed edges (must be filled)
Sapwood≤5 mm wide & 150 mm long/meter≤10 mm wide & 300 mm long/meter
Pin holesPermitted if not clusteredPermitted
Worm holesNone≤10 mm diameter, max 1/meter, plugged

Note: Knots not allowed where hinges or locks are fixed; dead knots must be plugged.


Additional Notes:

  • Moisture content and preservation as per IS 287:1993 and IS 401:1982.
  • Imported timber species require treatment unless heartwood is durable (* marked species).
  • Use suitable fillers for pitch pockets and worm holes on exposed surfaces.

flowchart
6Construction and Workmanship

IS 1003 Part 2: Construction and Workmanship - Key Points

1. Timber Panelled Shutters Construction (Clause 6.1)

  • Timber framework with specified joints and components (stiles, rails, panels).
  • Refer to Fig.1 for terminology: transome, holdfast, top/bottom/centre hung ventilators, folding shutters.

2. Permissible Defects in Timber (Table 1, Clause 5.1.5)

Defect TypeFirst Grade LimitsSecond Grade Limits
Cross-grainNot steeper than 1 in 15Not steeper than 1 in 10
Sound/live knotsStiles/Rails: max 15 mm size, 1 knot/m (short face)Stiles/Rails: max 15-20 mm size, up to 3 knots per stile
Panels: max 20 mm size, 2 knots/m²Panels: max 20 mm size, 4 knots/m²
Dead/loose knotsPlugged; Stiles/Rails max 10 mm, 1 knot/mPlugged; Stiles/Rails max 10 mm, 3 knots per stile
Panels max 15 mm, 2 knots/m²Panels max 15 mm, 4 knots/m²
Pitch pocketsNoneAllowed except on exposed edges; must be filled/glued
SapwoodMax 5 mm wide, 150 mm long per metreMax 10 mm wide, 300 mm long per metre
Pin holesAllowed if not clusteredAllowed
Worm holesNoneAllowed if ≤10 mm diameter, max 1 per metre, plugged properly
  • Note: Knots must not be where hinges or locks are fixed.

3. Gluing of Joints (Clause 6.11)

  • Joints must be glued with appropriate adhesive ensuring strength and durability.

4. Inspection & Testing (Clause 3.1)

  • Shutters inspected for dimensions, workmanship, finish, glazing.
  • One shutter per 1000
7Dimensions, Sizes and Tolerances

IS 1003 Part 2: Dimensions, Sizes, and Tolerances for Window & Ventilator Shutters

1. Dimensions & Tolerances (Clause 7.1, Table 2)

ComponentWindow Shutters (mm)Ventilator Shutters (mm)
Width ±3Thickness ±1
Stiles & Rails8025 or 30
Munting6025 or 30
Glazing Bars4025 or 30

2. Standard Sizes (Clause 7.3.1, Tables 3 & 4)

  • Timber Window Shutters
DesignationWidth (mm)Height (mm)
6 WS 125001100
10 WT 124601100
12 WT 125601100
6 WS 135001200
10 WT 134601200
12 WT 135601200
  • Timber Ventilator Shutters
DesignationWidth (mm)Height (mm)
6 V 6500500
10 V 6900500
12 V 61100500

3. Fittings Location (Clause 7.3.1)

  • Hinges usually at quarter points of the shutter height.
  • Bottom hinge distance ~15 cm from bottom edge.
  • Top hinge distance ~10 cm from top edge.
  • Ventilator shutters may be top-hung, bottom-hung, or center-hung.

flowchart LR
8Fittings and Accessories

IS 1003 Part 2: Fittings and Accessories Key Points

1. Location of Fittings and Accessories (Clause 7.3.1)

  • Hinges are generally fixed at quarter points of the shutter height.
  • Bottom hinge is placed ~15 cm from the lower end.
  • Upper hinge is placed ~10 cm from the upper end.
  • Ventilator shutters use two hinges at quarter points or a peg stay at the center depending on hanging type (top, bottom, or center hung).

2. Dimensions of Timber Window Shutters (Table 3)

DesignationWidth (mm)Height (mm)
6 WS 125001100
10 WT 124601100
12 WT 125601100
6 WS 135001200
10 WT 134601200
12 WT 135601200

3. Dimensions of Timber Ventilator Shutters (Table 4)

DesignationWidth (mm)Height (mm)
6V6500500
10 V 6900500
12 V 61100500

4. Tolerances (Clause 7.3.2)

  • Overall dimensions of window and ventilator shutters: ± 3 mm

Summary Diagram of Hinge Location on Shutter

graph TB
    A[Top of Shutter]
    B[Upper Hinge (10 cm from top)]
    C[Middle (Quarter Points)]
    D[Bottom Hinge (15 cm from bottom)]
    E[Bottom of Shutter]

    A --> B --> C --> D --> E

Note: Use suitable hinges and accessories as per shutter size and hanging type for proper functionality and durability.

9Finishing

IS 1003 (Part 2): 1994 - Finishing of Window/Ventilator Shutters

Key Points on Finishing:

  • Clause 9.1:

    • All shutters must be sanded and finished smooth to ensure proper surface quality.
  • Seasoning & Treatment (Clause 5.1.3):

    • Follow IS 1003 (Part 1): 1991 for seasoning and timber treatment before finishing.
  • Dimensions & Tolerances (Clause 7.1):

    • Finished dimensions and tolerances are specified in Table 2 (refer IS 1003 Part 2 for exact values).
  • Purchaser's Information (Clause 15.1):

    • Specify timber species, grade, shutter type, panel details, opening method, and finish type (painted or polished).
  • Referenced Standards for Finishing:

    • IS 2338 (Part 1 & 2): Code of practice for finishing wood and wood-based materials.
    • IS 401: Code of practice for timber preservation.
    • IS 287: Permissible moisture content for timber.

Recommended Finishing Process (per IS 2338):

  1. Surface Preparation:
    • Sanding to remove roughness and defects.
  2. Preservative Treatment:
    • As per IS 401, especially for imported species.
  3. Application of Finish:
    • Polishing or painting as specified.
  4. Moisture Content:
    • Maintain timber moisture content as per IS 287 for durability.

Summary Table: Finishing Requirements

StepRequirement/Standard
SandingSmooth surface (Clause 9.1)
Seasoning & TreatmentIS 1003 (Part 1): 1991, IS 401: 1982
Moisture ContentIS 287: 1993
Finish TypePolished or Painted (Clause 15.1 c)
Surface Finish CodeIS 2338 (Part 1 & 2): 1967

flowchart TD
    A[Timber Selection & Seasoning] --> B[Surface Preparation (Sanding)]
    B --> C
10Glazing

IS 1003 Part 2: Glazing Key Points

Glass Specifications (Clause 5.5)

  • Glass shall conform to:
    • IS 2835:1987 (Glass for glazing)
    • IS 2553 (Part 1):1990
    • IS 5437:1993
  • Types allowed: frosted, wire, coloured glass as per user specification.

Dimensioning (Clause 10.2)

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

Components Dimensions & Tolerances (Clause 7.1, Table 2)

ComponentWindow Shutters Width (mm)Thickness (mm)Ventilator Shutters Width (mm)Thickness (mm)
Stiles & Rails80 ± 325 ± 1 / 30 ± 180 ± 320 ± 1 to 30 ± 1 (various thicknesses)
Munting60 ± 325 ± 1 / 30 ± 160 ± 3Same as window shutters
Glazing Bars40 ± 125 ± 1 / 30 ± 140 ± 1Same as window shutters

Summary:

  • Use IS 2835 / IS 2553 / IS 5437 for glass quality.
  • Width dimension is primary for glass panels.
  • Follow Table 2 for shutter component sizes and tolerances.
flowchart LR
    A[Glass Type] --> B{IS Standards}
    B --> IS2835[IS 2835:1987]
    B --> IS2553[IS 2553 (Pt 1):1990]
    B --> IS5437[IS 5437:1993]
    C[Panel Size] --> D[Width first]
    E[Components] --> F[Stiles & Rails]
    E --> G[Munting]
    E --> H[Glazing Bars]
    F --> I[80 ± 3 mm width]
    G --> J[60 ± 3 mm width]
    H --> K[40 ± 1 mm width]

For

11Testing - Slamming Test

IS 1003 Part 2: Slamming Test for Shutters

Key Points from Clause 11.1 & Annex C:

  • Purpose: Verify shutter resistance to slamming impact.
  • Test Procedure:
    • Lift the free edge of the shutter to form a 30° angle at the hinged edge.
    • Allow it to drop freely onto the rail under its own weight.
    • Perform 50 drops at a rate of 4.5 drops/minute.
  • Acceptance Criteria:
    • No visible damage on any part of the shutter after 50 drops.
  • Applicability:
    • Not applicable for glazed or wire gauzed panelled shutters.
  • Frequency:
    • Test on every 1000 shutters produced or on any design change.

Sampling & Conformity (Annex D):

  • From each batch, inspect for dimensions, workmanship, finish, etc.
  • Select one shutter per 1000 for slamming test.
  • Lot passes if defective shutters ≤ permissible number in Table 5 (not provided here).

Summary Table:

ParameterSpecification
Drop angle30°
Number of drops50
Drop rate4.5 drops/min
Damage allowedNone (no visible damage)
Test frequencyEvery 1000 shutters/design change
Not applicable forGlazed/wire gauzed shutters
flowchart LR
    A[Lifting free edge to 30°] --> B[Drop under own weight]
    B --> C{Repeat 50 times at 4.5 drops/min}
    C --> D[Inspect for visible damage]
    D -->|No damage| E[Test Passed]
    D -->|Damage| F[Test Failed]

This test ensures durability against operational impacts, maintaining shutter integrity and safety.

12Sampling and Criteria for Conformity

IS 1003 Part 2: Sampling and Criteria for Conformity

Key Points from Clause 12 & Annex D:

  • Sampling is done separately for each lot.
  • Lot size defines sample size and acceptance criteria.
  • For lots ≤ 25 shutters, sampling is mutually agreed.
  • For lots > 25, use the table below.

Table: Sample Size & Permissible Defectives (Clause 2.1, Table D-4)

Lot Size (No. of Shutters)Sample SizePermissible Defectives
26 to 5050
51 to 10080
101 to 150131
151 to 300202
301 to 500323
501 to 1,000505
1,001 and above807

Additional Notes:

  • Slamming Test (Annex C): Conducted every 1,000 shutters or on design change; no visible damage after 50 drops.
  • Sampling ensures quality control by limiting defective shutters per lot.

flowchart TD
    A[Lot of Shutters] --> B{Lot Size}
    B -->|≤ 25| C[Sampling as agreed]
    B -->|> 25| D[Refer Table D-4]
    D --> E[Select Sample Size]
    E --> F[Inspect Sample]
    F --> G{Defectives ≤ Permissible?}
    G -->|Yes| H[Lot Accepted]
    G -->|No| I[Lot Rejected]

This ensures statistically valid acceptance/rejection based on lot size.

13Environmental Requirements and ECO Mark

IS 1003 Part 2: Environmental Requirements & ECO Mark Summary

Environmental Requirements (Clause 13)

  • Material Source: Door shutters must be made from:
    • Agricultural/industrial wood wastes
    • Wood residues
    • Timber from non-natural forests (e.g., industrial/social forestry plantations, shade trees from tea/coffee estates)
  • Reference Standard: IS 12896:1990 for wood source criteria.
  • Quality Compliance: Must meet IS 1003 Part 2 quality and performance plus ECO Mark standards.

ECO Mark Specifics (Clause 5.1.1 & 13.1)

  • Timber Group & Grade: As per Clauses 5.1.1 and 5.1.5.
  • Timber Species: Must be declared for ECO Mark.
  • Certification:
    • Documentary evidence (certificate/declaration) to BIS.
    • Environmental consent clearance from State Pollution Control Board under:
      • Water (Prevention & Control of Pollution) Act, 1974
      • Air (Prevention & Control of Pollution) Act, 1981
      • Environment (Protection) Act, 1986 (if applicable).

Sampling & Conformity (Annex D)

  • Sampling procedures and conformity criteria for shutters are detailed in Annex D (refer to IS 1003 Part 2 Annex D for specifics).

Summary Table for ECO Mark Documentation

RequirementDescription
Timber SourceAgricultural/industrial wastes, non-natural forests
CertificationBIS certificate/declaration
Environmental ClearanceConsent from State Pollution Control Board
Acts CoveredWater Act 1974, Air Act 1981, Environment Act 1986

For detailed sampling methods and conformity criteria, consult Annex D of IS 1003 Part 2.

flowchart TD
    A[Raw Material] --> B{Source}
    B -->|Agricultural/Industrial Waste| C[Use in Shutters]
    B -->|Non-natural Forest Timber| C
    C --> D[Manufacturing as per IS 1003 Part 2]
    D --> E{ECO Mark Certification}
    E -->|Documentary Evidence| F[BIS]
    E -->|Environmental Clearance| G[State Pollution Control Board]
    F & G --> H[
14Marking

IS 1003 Part 2 — Marking of Shutters: Key Points

  • Marking Location: On the exposed edge of a rail.

  • Mandatory Marking Details (Clause 14.1):

    • Manufacturer's name or trademark
    • Size type: Modular or Non-Modular
    • Designation:
      • For Modular: Width and height in modules (refer Tables 3 & 4)
      • For Non-Modular: Actual width and height dimensions
    • Appropriate shutter symbols as per Clause 7.2
  • Optional Marking:

    • Standard Mark (Clause 14.1.1) — subject to BIS licensing (Clause 14.1.2)
    • Timber group and grade (Clause 5.1.1 d)
    • Timber species and ECO Mark criteria (Clause 5.1.1 e, f)

Tables Reference (Summary)

Table No.Content
Table 3Modular Width Designations
Table 4Modular Height Designations

Example Marking Format:

Manufacturer: ABC Doors
Size: Modular
Designation: 3W x 7H (modules)
Symbol: [as per 7.2]
Standard Mark: BIS License No. XXXXX
Timber Grade: Group A, Grade I
ECO Mark: Certified for sustainable timber

flowchart LR
    A[Shutter Rail Edge] --> B[Mark Manufacturer Name/Trademark]
    B --> C{Size Type}
    C -->|Modular| D[Mark Width & Height in Modules (Tables 3 & 4)]
    C -->|Non-Modular| E[Mark Actual Width & Height]
    D --> F[Mark Shutter Symbol (Clause 7.2)]
    E --> F
    F --> G[Optional: Standard Mark]
    G --> H[Optional: Timber Group & Grade]
    H --> I[Optional: ECO Mark Details]

Summary: Marking ensures traceability, size identification, and quality assurance as per IS 1003 Part 2.

15Information to be Supplied by the Purchaser

Information to be Supplied by the Purchaser (IS 1003 Part 2: Clause 15.1)

When placing an order for window/ventilator shutters, the purchaser must provide:

  • Size and Type of shutter (window/ventilator), timber species, timber group & grade.
  • Panel Details and the opening method of the shutter.
  • Specify if single or double-leaved, and type of rebate for double-leaved shutters.
  • Indicate if the shutters are to be polished or painted.

Key Dimensions & Tolerances (Clause 7.1, Table 2)

ComponentWindow Shutters (mm)Ventilator Shutters (mm)
Stiles & RailsWidth: 80 ± 3Width: 80 ± 3
Thickness: 25 ± 1 or 30 ± 1Thickness: 20 to 30 ± 1 (various thicknesses)
MuntingWidth: 60 ± 3Width: 60 ± 3
Thickness: 25 ± 1 or 30 ± 1Thickness same as window shutters
Glazing BarsWidth: 40 ± 1Width: 40 ± 1
Thickness: 25 ± 1 or 30 ± 1Thickness same as window shutters

Timber Species (Annex B)

  • Imported species like Afrormosia, Iroko, Sapelat are suitable after treatment per IS 401:1982.
  • Heartwood of species marked * (e.g., Afrormosia, Iroko) generally does not require treatment.
  • Treatment ensures durability and preservative penetration of minimum 2 mm in finished products.

Summary Diagram: Information Flow from Purchaser to Manufacturer

flowchart LR
    A[Purchaser] --> B[Specify Size & Type]
    A --> C[Specify Timber Species, Grade]
    A --> D[Panel & Opening Details]
    A --> E[Single/Double Leaved & Rebate Type]
    A --> F[Finish: Polished or Painted]
    B & C & D & E & F --> G[Manufacturer]

For detailed finishing, preservation,

Popular Questions About IS 1003 Part 2

?What types of timber and panel materials are permitted for window and ventilator shutters under IS 1003 Part 2?

Permitted Timber and Panel Materials for Window & Ventilator Shutters (IS 1003 Part 2):

  • Timber Species:

    • Must conform to IS 12896:1990 (Classification of Indian timbers for door/window shutters).
    • Rails and stiles should be of the same timber species.
    • Solid wood panels must be one-piece, species may differ from rails/stiles.
  • Laminated Veneer Lumber (LVL):

    • Allowed for rails and stiles per IS 14616:1999.
  • Panel Inserts:

    • Can be made of timber, plywood, blockboard, wire-gauze, or glass.
  • Construction:

    • Timber paneled shutters are framed with timber or LVL stiles and rails with above panel materials.

This ensures durability, uniformity, and compliance with quality standards for window and ventilator shutters.

Loading diagram...
?What are the standard modular sizes specified for timber window and ventilator shutters?

According to IS 1003 Part 2, Clause 7.3.1, the standard modular sizes for timber window and ventilator shutters are based on a 100 mm module, allowing for frame thickness and a 5 mm margin all around for fitting.

Timber Window Shutter Sizes (Table 3)

DesignationWidth (mm)Height (mm)
6 WS 125001100
10 WT 124601100
12 WT 125601100
6 WS 135001200
10 WT 134601200
12 WT 135601200

Timber Ventilator Shutter Sizes (Table 4)

DesignationWidth (mm)Height (mm)
6 V 6500500
10 V 6900500
12 V 61100500

Note: Sizes other than these modular dimensions may be agreed upon between manufacturer and purchaser.


This modular approach ensures compatibility with standard openings and ease of installation.

?How does the standard address permissible defects and grading of timber used in shutters?

IS 1003 Part 2: Permissible Defects & Grading of Timber for Shutters

The standard classifies timber into First Grade and Second Grade based on permissible defects (Clause 5.1.5, Table 1):

Defect TypeFirst Grade LimitsSecond Grade Limits
Cross-grainNot steeper than 1 in 15Not steeper than 1 in 10
Sound/live knotsStiles/Rails: ≤15 mm size, max 1 knot/m (short face)<br>Panels: ≤20 mm size, max 2 knots/m²Stiles/Rails: ≤15-20 mm size, max 3 knots/stile, 1 knot/rail<br>Panels: ≤20 mm size, max 4 knots/m²
Dead/loose knots (plugged)Stiles/Rails: ≤10 mm size, centrally located, max 1 knot/m<br>Panels: ≤15 mm size, max 2 knots/m²Stiles/Rails: ≤10 mm size, max 3 knots/stile, 1 knot/rail<br>Panels: ≤15 mm size, max 4 knots/m²
Pitch pockets/streaksNone allowedAllowed except on exposed edges; must be filled or replaced with glued wood piece
Sapwood≤5 mm wide & 150 mm long per metre (super group species)≤10 mm wide & 300 mm long per metre (super group species)
Pin holesPermitted if not clusteredPermitted
Worm holesNonePermitted if ≤10 mm diameter, max 1 per metre; must be plugged with matching timber

Additional Notes:

  • Dead/loose knots must be plugged.
  • Knots must be avoided near hinges or locks.
  • Surface checks up to 2 mm depth are allowed.
  • Timber for rails and stiles must be of the same species (Clause 5.1.1).

This grading ensures durability, strength, and aesthetic quality of timber shutters.

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?What construction methods and joint types are recommended for durable shutter assembly?

Recommended Construction Methods & Joint Types for Durable Shutter Assembly (IS 1003 Part 2)

  • Material: Use timber as per IS 12896:1990; rails and stiles must be of the same species (Clause 5.1.1).
  • One-piece Stiles and Rails: Both stiles and rails should be made from a single piece of timber to ensure strength and durability (Clause 6.3).
  • Panel Construction: Solid wood panels should preferably be one-piece; species can differ from rails/stiles.
  • Preservation Treatment: Follow IS 401:1982 for timber preservation; some imported species require PCP solvent treatment after fabrication for minimum 2 mm penetration.
  • Joint Types: Use traditional woodworking joints such as mortise and tenon or dowelled joints with animal glue (IS 852:1994) or polyvinyl acetate adhesives for secure, durable connections.
  • Assembly: Ensure tight-fitting joints and proper fixture during assembly (Annex C) to avoid warping and ensure flatness.
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Summary: Use single-piece stiles/rails, solid panels, durable joints (mortise-tenon), proper adhesives, and preservative treatments to ensure long-lasting shutter assemblies.

?What testing procedures, such as the slamming test, are required to ensure shutter durability?

IS 1003 Part 2: Testing Procedures for Shutter Durability

Slamming Test (Clause 11.1 & Annex C)

  • Purpose: To ensure shutter resistance to impact (slamming).
  • Applicability: Not for glazed or wire gauzed panelled shutters.
  • Procedure:
    • The shutter is lifted at the free edge to form a 30° angle at the hinged edge.
    • It is then dropped freely onto the rail under its own weight.
    • Drops are performed at a rate of 4.5 drops/minute.
    • Inspection after every 10 drops.
  • Acceptance Criteria: No visible damage after 50 drops.

Sampling & Frequency (Clause 12 & D-3.1)

  • Conducted on every 1,000 shutters produced or after any design change.
  • One shutter per 1,000 is selected for the slamming test.
  • The lot is accepted if defective shutters do not exceed permissible limits (see Table 5 in the code).

Summary Table

Test ParameterValue/Requirement
Drop angle30° at hinged edge
Drop rate4.5 drops/minute
Number of drops50
Damage allowedNone (no visible damage)
FrequencyEvery 1,000 shutters or design change
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This ensures shutter durability under repeated impact conditions per IS 1003 Part 2.

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