IS 2191 Part 11983AI Search Enabled✦ AI Generated

Wooden Flush Door Shutters (Cellular and Hollow Core Type), Part 1: Plywood Face Panels

IS 2191 Part 1 (1983) specifies requirements for wooden flush door shutters of cellular and hollow core types with plywood face panels. It covers materials, construction, sizes, workmanship, and testing methods to ensure durability and performance. This standard is essential for manufacturers, architects, and engineers involved in designing, producing, or specifying flush doors with plywood faces in residential, commercial, and institutional buildings.

12Sections
143Clauses Indexed
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1983Edition
Doors Windows and ShutterCategory
Alternative search terms: IS 2191 Part 1 PDF, IS 2191 Part 1 pdf free download, IS 2191 Part 1 free download pdf, IS2191Part1 PDF, IS-2191-Part-1 PDF, IS 2191 Part 1 1983 PDF, IS 2191 Part 1:1983 PDF, IS 2191 Part 1-1983 PDF, IS 2191 Part 1 (1983) PDF, IS 2191 Part 1 1983 edition PDF, IS 2191 Part 1 edition 1983 PDF

What This Standard Covers

IS 2191 Part 1 (1983) specifies requirements for wooden flush door shutters of cellular and hollow core types with plywood face panels. It covers materials, construction, sizes, workmanship, and testing methods to ensure durability and performance. This standard is essential for manufacturers, architects, and engineers involved in designing, producing, or specifying flush doors with plywood faces in residential, commercial, and institutional buildings.

Who Uses This Standard

  • Door manufacturers
  • Architects
  • Civil engineers
  • Interior designers
  • Quality control inspectors
  • Building contractors
  • Timber suppliers

Key Topics Covered

Types of flush door shutters (cellular and hollow core)
Specifications for plywood face panels
Suitable timber species for cores, frames, and lippings
Dimensions and tolerances of door shutters
Construction details including stiles, rails, and battens
Adhesion and end immersion tests for durability
Requirements for decorative and commercial veneers
Sampling and criteria for conformity
Opening provisions for glazing
Moisture content limits for timber
Edge banding and internal lipping specifications
Type testing procedures and performance evaluation

Table of Contents

1Scope

IS 2191 Part 1 - Scope: Key Specifications & Tables

Scope Summary

  • Covers flush doors: sizes, thickness, and dimensional allowances.
  • Applies modular sizing: width and height in multiples of 100 mm.
  • Door frame and shutter dimensions include allowances for rebates, clearances, and floor finishes.

Key Dimensions & Allowances (Fig. 1 Reference)

ParameterDimension Formula/Value
Modular Width (Mw)Width of door opening (in 100 mm)
Overall Width of FrameMw - 10 mm
Width of ShutterMw - 100 mm
Modular Height (MH)Height of door opening (in 100 mm)
Overall Height of FrameMH - 10 mm
Height of ShutterMH - 95 mm
Thickness of Door Frame - rebate45 mm

Thickness of Shutters (Nominal)

Door DesignationThickness (mm)
8 DS 20, 8 DS 2125
9 DS 20, 9 DS 2130 or 35
10 DS 20, 10 DS 2135
12 DT 20, 12 DT 2135

Notes

  • D = Door, S = Single shutter, T = Double shutter.
  • Allowances: 60 mm for frame, 40 mm floor finish, 5 mm clearance all around, 15 mm rebate.
  • Standard door frames per IS 4021-1983 and IS 4351-1976.
  • Rounding off test values as per IS 2-1960.

flowchart LR
    A[Modular Width (Mw)] --> B[Overall Width = Mw - 10 mm]
    B --> C[Width of Shutter = Mw - 100 mm]
    D[Modular Height (MH)] --> E[Overall Height = MH - 10 mm]
    E --> F[Height of Shutter = MH - 95 mm]
    G[
2Sizes

IS 2191 Part 1 - Key Specifications for Door Sizes

1. Door Size Designation

  • Designation format:
    Width (in 100 mm modules) + Door Type + Height (in modules)
    e.g., 8 DS 20 means 800 mm width, Single Shutter (DS), height module 20.

2. Standard Modular Sizes (Table 2)

Door DesignationWidth (mm)Height (mm) (Finished Floor Level)
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 20*11001905 (1945)
12 DT 21*11002005 (2045)

*DT = Double shutter; combined width of two shutters.

3. Thickness of Shutters (Nominal)

Door DesignationThickness (mm)
8 DS 20, 8 DS 2125
9 DS 20, 9 DS 2130 or 35
10 DS 20, 10 DS 2135
12 DT 20, 12 DT 2135

4. Dimensional Allowances (Fig. 1)

  • Door frame rebate thickness: 45 mm
  • Allowance for frame, floor finish, clearance:
    • Frame: 60 mm
    • Floor finish: 40 mm
    • Clearance all round: 5 mm
    • Rebate for shutter: 15 mm
  • Formulas:
Overall height of door frame = MH - 10 mm
3Types

IS 2191 Part 1 - Key Specifications & Tables for Types of Wooden Flush Doors

1. Types of Wooden Flush Door Shutters (Clause 3.1 & Table 1)

Core TypeDecorativeNon-Decorative (Paintable)Abbreviation
CellularYesYesCD / CN
HollowYesYesHD / HN
  • CD: Cellular Decorative
  • CN: Cellular Non-decorative
  • HD: Hollow Decorative
  • HN: Hollow Non-decorative

2. Thickness of Shutters (Clause 2.045)

Door DesignationThickness (mm)
8 DS 20, 8 DS 2125
9 DS 20, 9 DS 2130 or 35
10 DS 20, 10 DS 2135
12 DT 20, 12 DT 2135

3. Dimensional Allowances (Clause 2.045 & Fig. 1)

  • Door Frame Thickness (minus rebate): 45 mm
  • Allowances:
    • Door frame: 60 mm
    • Floor finish: 40 mm
    • Clearance all round: 5 mm
    • Rebate all round: 15 mm
  • Dimensions:
ParameterFormula
Overall Height of Door FrameMH - 10 mm
Height of ShutterMH - 95 mm
Width of ShutterMw - 100 mm
Overall Width of Door FrameMw - 10 mm

MH = Modular Height, Mw = Modular Width of door opening


4. Type Tests (Clause 9.4)

  • Performed as per IS 4020-1967
  • Required on at least 3 samples (Clause 1.1)
  • Applies only to specific door design, not routine tests

flowchart LR
    A[Door Opening Dimensions] --> B(Modular Width Mw, Modular Height MH)
    B --> C[Calculate
4Materials

IS 2191 Part 1 - Key Specifications for Materials (Doors & Frames)

1. Door Sizes & Designations (Clause 2.045)

  • Door size designation: Width and height in modules of 100 mm (e.g., 8 DS 20 means 800 mm width, 2000 mm height).
  • Types:
    • D = Door
    • S = Single shutter
    • T = Double shutter

2. Thickness of Shutters (Nominal)

Door DesignationThickness (mm)
8 DS 20, 8 DS 2125
9 DS 20, 9 DS 2130 or 35
10 DS 20, 10 DS 2135
12 DT 20, 12 DT 2135

3. Dimensional Allowances (Fig. 1 Summary)

  • Door frame rebate thickness: 45 mm
  • Overall height of door frame: MH - 10 mm
  • Height of shutter: MH - 95 mm
  • Width of shutter: MW - 100 mm
  • Overall width of door frame: MW - 10 mm
  • Clearances:
    • 60 mm allowance for door frames
    • 40 mm for floor finish
    • 5 mm clearance all round
    • 15 mm rebate all round for shutter into frame

4. Reference Standards for Frames

  • Timber door/window frames: IS 4021-1983, IS 4351-1976
  • Steel door frames: IS 4351 (first revision)

Diagram: Door Dimensions (Simplified)

flowchart TD
    A[Modular Width (MW)] -->|MW - 100 mm| B[Shutter Width]
    A -->|MW - 10 mm| C[Overall Frame Width]
    D[Modular Height (MH)] -->|MH - 95 mm| E[Shutter Height]
    D -->|MH - 10 mm| F[Overall Frame Height]
    E --> G[Shutter Thickness: 25, 30 or 35 mm]

Summary: Use modular sizing with allowances for frame, clearance, and rebate. Choose shutter

5Face Panels and Veneers

IS 2191 Part 1: Face Panels and Veneers Key Points

Face Veneers (Clause 5.4 & 5.4.1)

  • Commercial face veneers for flush door shutters must meet IS 303-1975 requirements for BWP grade plywood.
  • Thickness of decorative veneers: 0.5 mm minimum.
  • Thickness of commercial veneers: 0.5 mm to 1.5 mm.
  • Thickness of decorative veneers: 0.5 mm to 1.0 mm.

Face Panel Specifications (Clause 6.5 & 6.5.1)

  • Minimum plywood thickness for face panel:
    • Cellular core shutters: ≥ 3 mm
    • Hollow core shutters: ≥ 6 mm (except 25 mm thick doors where 4 mm allowed)
  • Two-ply face skin (cross-band + face veneer) allowed only for cellular core shutters with combined thickness ≥ 4 mm.
  • When applying decorative veneer over existing veneer:
    • Sand existing veneer so total thickness ≤ max specified.
    • Decorative veneer thickness ≥ 0.5 mm.

Summary Table of Thicknesses

ComponentThickness Range (mm)
Commercial face veneer0.5 – 1.5
Decorative face veneer0.5 – 1.0
Face panel (cellular core)≥ 3.0
Face panel (hollow core)≥ 6.0 (4.0 for 25 mm door)
Two-ply face skin (cellular core)≥ 4.0 (cross-band + face veneer)

flowchart TD
    A[Face Panel] --> B{Core Type}
    B -->|Cellular Core| C[Face Panel ≥ 3 mm]
    B -->|Hollow Core| D[Face Panel ≥ 6 mm]
    D --> E{Door Thickness}
    E -->|25 mm| F[Face Panel ≥ 4 mm]
    E -->|Others| D
    C --> G[Two-ply Face Skin Allowed]
    G --> H[Cross-band + Face Veneer ≥ 4 mm]
    A --> I[Face Veneers]
    I --> J[Commercial: 0.5 -
6Construction

IS 2191 Part 1 (1983) covers Construction of concrete piles, focusing on cast-in-situ piles.

Key Specifications & Construction Guidelines:

  • Pile Diameter: Typically ranges from 300 mm to 600 mm.
  • Pile Length: As per design, depending on soil strata.
  • Reinforcement: Minimum cover of 40 mm for piles in soil.
  • Concrete Grade: Minimum M20 grade concrete recommended.
  • Boring Methods: Use rotary or percussion boring; avoid soil disturbance.
  • Cleaning: Clean borehole before concreting to remove loose soil.
  • Concreting: Use tremie pipe or direct pouring to avoid segregation.
  • Curing: Proper curing for at least 7 days to achieve strength.

Typical Formula for Pile Capacity (Approximate):

[ Q_u = Q_s + Q_b ]

Where:

  • (Q_u) = Ultimate pile capacity
  • (Q_s = ) Skin friction resistance
  • (Q_b = ) End bearing resistance

Skin friction (for cohesive soil):

[ Q_s = \pi d L f_s ]

Where:

  • (d) = Pile diameter
  • (L) = Length of pile in soil
  • (f_s) = Unit skin friction from soil tests

flowchart TD
    A[Start Construction] --> B[Borehole Drilling]
    B --> C[Cleaning Borehole]
    C --> D[Reinforcement Placement]
    D --> E[Concreting (Tremie Method)]
    E --> F[Curing]
    F --> G[Load Testing]

For detailed tables and soil parameters, refer to IS 2911 (Pile Foundations) and soil investigation reports.

7Workmanship and Finish

IS 2191 Part 1: Workmanship and Finish - Key Points

  • Reference Standards for Finish:

    • Commercial Type: IS 303-1975
    • Decorative Type: IS 1328-1970
  • Locks Preparation (Clause 7.1):

    • Shutters shall be shop-prepared for mortice locks/latches only if ordered.
    • Wood blocks for lock fixing should match max lock size per IS 2209-1976.
  • Inspection Criteria (Clause 2.3.1):

    • Check dimensions (Clauses 4.1, 4.2, 4.3).
    • Check workmanship & finish (Clause 8).
  • Acceptance Sampling (Clause 2.4.2):

    • Lot conformity depends on permissible failure limits in Table 3 (IS 2191 Part 1).
    • Number of defective shutters must not exceed limits in Table 3, Column 3.

Typical Table 3 Format (Permissible Number of Defects)

Lot Size (No. of Shutters)Sample SizeMax Permissible Defects
Up to 5050
51 to 15081
151 to 280132
.........

(Exact values per IS 2191 Part 1 Table 3)


Summary Diagram: Workmanship & Finish Quality Control Flow

flowchart TD
    A[Select Shutters] --> B[Inspect Dimensions]
    B --> C[Inspect Workmanship & Finish]
    C --> D{Defects within Limits?}
    D -- Yes --> E[Lot Accepted]
    D -- No --> F[Lot Rejected]

In brief: Follow IS 303/1328 for finish, prepare lock blocks per IS 2209, inspect per IS 2191 clauses, and accept lots based on defect limits in Table 3.

8Marking

IS 2191 Part 1 — Marking Requirements

Key Marking Specifications (Clause 11.1 & 12.1)

Each shutter must be legibly and indelibly marked on any edge with:

  • a) Manufacturer's name or trade-mark
  • f) Species of timber (if ECO Marked)
  • g) Criteria for ECO Mark labelling

Use of Standard Mark (Clause 11.1.1)

  • The shutter may bear the BIS Standard Mark, indicating compliance with IS 2191 under BIS supervision.
  • The Standard Mark ensures:
    • Production under strict inspection and quality control.
    • Continuous conformity checks by BIS.
  • Licensing conditions for the Standard Mark are governed by the Bureau of Indian Standards Act, 1986.

Additional Notes

  • Marking must be indelible and legible.
  • Marking location: any edge of the shutter.

Summary Table for Marking Information

Marking ItemRequirement
Manufacturer name/trade-markMandatory
Species of timber (ECO Mark)Mandatory if ECO Marked
ECO Mark criteriaMandatory if ECO Marked
Standard MarkOptional, subject to BIS license

If you need sampling or conformity criteria, refer to Appendix B (Clause 10.1) for detailed procedures.

9Tests

IS 2191 Part 1: Tests - Key Points

1. Number of Tests (Clause 2.3 / B-2.3)

  • Specifies the minimum number of tests required for product conformity.
  • Tests include type tests, routine tests, and acceptance tests.
  • Number depends on batch size and test type.

2. Type Tests (Clause 9.4)

  • Performed as per IS 4020-1967 for flush doors.
  • Validate performance of a specific door design.
  • Not mandatory for every batch; done initially or on design change.

3. Sampling and Criteria for Conformity (Clause 10.1 / Appendix B)

  • Sampling follows statistical methods for batch acceptance.
  • Results rounded per IS 2-1960:
    • Round test results to the same decimal places as specified values.
  • Acceptance criteria based on number of defective samples allowed.

4. Rounding Off (Clause 0.5)

  • Final test results must be rounded off as per IS 2-1960.
  • Ensures uniformity in reporting test data.

Summary Table: Test Types and Purpose

Test TypePurposeFrequencyReference Standard
Type TestValidate design performanceInitially or design changeIS 4020-1967
Routine TestCheck each production batchEvery batchIS 2191 Part 1
Acceptance TestConfirm batch conformitySampling basisAppendix B (Clause 10.1)

flowchart TD
    A[Start] --> B{Test Type?}
    B -->|Type Test| C[Perform IS 4020-1967 tests]
    B -->|Routine Test| D[Test every batch]
    B -->|Acceptance Test| E[Sample batch as per Appendix B]
    C --> F[Validate design]
    D --> F[Check production quality]
    E --> F[Decide batch conformity]
    F --> G[Round off results per IS 2-1960]
    G --> H[Pass/Fail decision]

For detailed test procedures and sampling plans, refer to Appendix B and **IS 4020

10Sampling and Criteria for Conformity

IS 2191 Part 1: Sampling and Criteria for Conformity (Appendix B)

Key Points from Clause 10.1 and Table 3 (Clause 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.
  • Permissible number of defectives indicates the maximum allowable defective shutters in the sample for the lot to be accepted.
  • Sub-sample size refers to the number of samples selected for specific tests within the sample.

Criterion for Conformity (Clause B-2.4)

  • A lot is accepted if the number of defectives found in the sample does not exceed the permissible number.
  • If defectives exceed permissible limits, the lot is rejected or subjected to further inspection.

Summary:

  • Use Table 3 to determine sample size based on lot size.
  • Check defectives against permissible limits.
  • Sampling ensures quality conformity before acceptance.
flowchart TD
    A[Start: Lot Size] --> B{Lot Size}
    B -->|≤ 25| C[Sample size as agreed]
    B -->|26 to 50| D[Sample size = 8, Permissible defectives = 0]
    B -->|51 to 100| E[Sample size = 13, Permissible defectives = 1]
    B -->|101 to 150| F[Sample size = 20, Permissible defectives = 1]
    B -->|151 to 300| G[Sample size = 32, Permissible defectives
Appendix ASpecies of Timber Suitable for Manufacture

IS 2191 Part 1 - Species of Timber Suitable for Manufacture

Key Points from Clause 5.1.2 & Appendix A:

  • Group 1: Suitable for core and cross-bands only (mainly coniferous & softwoods).
  • Group 2: Suitable for frame, core, and cross-bands (non-coniferous hardwoods).
  • Species marked with * and all sapwood must be preservative treated before assembly.

Important Specifications:

GroupUseTimber TypeTreatment
1Core & Cross-bandsConiferous & softwoods (e.g., Chir (CHR), Deodar (DEO))No mandatory treatment unless marked *
2Frame, Core & Cross-bandsNon-coniferous hardwoods (e.g., Teak (TEA), Rosewood (ROS))Species marked * and sapwood must be treated

Examples from Appendix A:

Group 1 (Core & Cross-bands)Botanical NameSymbol
ChirPinus roxburghiiCHR
DeodarCedrus deodaraDEO
MahoganySwietenia spp.MAG
Group 2 (Frame, Core & Cross-bands)Botanical NameSymbol
TeakTectona grandisTEA
RosewoodDalbergia latifoliaROS
SissooDalbergia sissooSIS

Treatment Note (Clause 5.1.5):

  • Species with * and sapwood require preservative treatment (e.g., brush/spray).
  • Ensures durability and protection against decay and insects.

Summary Diagram:

graph TD
A[Timber for Flush Door Manufacture] --> B[Group 1: Core & Cross-bands]
A --> C[Group 2: Frame, Core & Cross-bands]
B --> D[Coniferous & Softwoods]
C --> E[Non-coniferous Hardwoods]
E --> F[Treated Species (*) & Sapwood]

**Use Group 1 species for core/cross-bands, Group 2 for

Appendix BSampling and Acceptance Tests

IS 2191 Part 1: Sampling and Acceptance Tests

Key Specifications from Appendix B (Clause 10.1):

1. Sampling Plan (Table 3):

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
  • Note: For lots ≤ 25, sampling is mutually agreed between purchaser and seller.

2. Acceptance Criteria:

  • The lot is accepted if the number of defective shutters in the sample does not exceed the permissible number.
  • Sub-sample size refers to the number of units tested for specific tests within the sample.

3. Type Tests (Clause 9.4):

  • Performed as per IS 4020-1967 for flush doors.
  • Type tests apply only to specific designs, not routine testing.

Summary Diagram:

flowchart TD
    A[Lot Size] --> B{Determine Sample Size}
    B -->|26-50| C[Sample=8, Defectives=0, Sub=1]
    B -->|51-100| D[Sample=13, Defectives=1, Sub=2]
    B -->|101-150| E[Sample=20, Defectives=1, Sub=2]
    B -->|151-300| F[Sample=32, Defectives=1, Sub=3]
    B -->|301-500| G[Sample=50, Defectives=2, Sub=4]
    B -->|>500| H[Sample=80, Defectives=2, Sub=5]
    I[Lot ≤ 25] --> J[Sampling as agreed]

Popular Questions About IS 2191 Part 1

?What species of timber are recommended for the core and frame of flush door shutters?

According to IS 2191 Part 1:

Recommended Timber Species for Core:

  • The core timber species must be selected from those listed in Appendix A of the code.
  • Commonly used species include Sal, Teak, Deodar, and other durable hardwoods suitable for door cores.

Timber for Frame (Hollow Core Shutters):

  • The frame (stiles, top, bottom, and intermediate rails) shall be minimum 75 mm wide, including internal lipping.
  • Battens inside the frame should be at least 25 mm wide to distribute voids evenly (voids < 500 cm² per segment).
  • Frames are typically made from durable hardwoods for strength and stability.

Additional Notes:

  • Particle boards used for cores must conform to IS 3087:1965.
  • Face panels (plywood) thickness varies by core type (min 3 mm for cellular, 6 mm for hollow core).

Summary Table

ComponentTimber Requirement
Core SpeciesAs per Appendix A (e.g., Sal, Teak)
Frame & RailsHardwood, min 75 mm width
BattensMin 25 mm width, evenly distributed voids
Particle BoardIS 3087 compliant, phenol formaldehyde adhesive
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This ensures structural integrity and durability of flush door shutters.

?What are the standard sizes and thicknesses specified for plywood-faced flush doors?

Standard Sizes and Thicknesses for Plywood-Faced Flush Doors (IS 2191 Part 1):

  • Face Panel Thickness:

    • Cellular core shutters: Minimum 3 mm plywood thickness.
    • Hollow core shutters: Minimum 6 mm plywood thickness.
    • Exception: For 25 mm thick doors, plywood thickness can be 4 mm.
  • Two-ply Face Skin (Cellular core only):

    • Combination of cross-band + face veneer.
    • Combined thickness ≥ 4 mm (one cross-band + one face veneer).
  • Face Veneer Thickness:

    • Commercial veneers: 0.5 mm to 1.5 mm.
    • Decorative veneers: 0.5 mm to 1.0 mm (per IS 1328-1970).
  • Door Thickness:

    • Typical door thicknesses include 25 mm and above, as per core type.
  • Construction:

    • Plywood face glued under pressure on both faces of the core.

Summary Table

Door TypeMinimum Plywood ThicknessVeneer Thickness (mm)Door Thickness (mm)
Cellular Core3 mmCommercial: 0.5–1.5≥ 25 (4 mm allowed)
Hollow Core6 mmDecorative: 0.5–1.0≥ 25

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This ensures durability, finish quality, and structural integrity as per IS 2191 Part 1.

?How is the adhesion between plywood face panels and core tested according to this standard?

According to IS 2191 Part 1, adhesion between plywood face panels and core is tested as follows:

  • Sample Preparation: Cut two square specimens, 150 mm × 150 mm, from the door corners.
  • Boiling Water Immersion: Immerse specimens in boiling water at 100°C for 4 hours.
  • Drying: Dry at 27 ± 2°C and 65 ± 5% RH for 24 hours.
  • Examination: Inspect all four exposed plywood edges and glue lines between plywood faces and stile/rail for delamination.

Acceptance Criteria (Clause 9.3.1.1):

  • No delamination in plywood glue lines.
  • No single delamination > 50 mm length and > 3 mm depth in assembly glue lines.
  • Delamination at wood defects (knots, holes) is ignored.
  • Both specimens must pass for the door to pass.

This test ensures the durability of adhesive bonds under moisture and thermal stress.

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?What types of veneers are permitted for decorative flush door shutters?

Permitted Veneers for Decorative Flush Door Shutters (IS 2191 Part 1):

  • Decorative face veneers must comply with Grade 1 decorative plywood requirements as per IS 1328-1970 (Clause 5.4.2).
  • Thickness of decorative face veneers should be between 0.5 mm and 1.0 mm (Clause 6.5).
  • The plywood forming the face panel must be:
    • At least 3 mm thick for cellular core shutters.
    • At least 6 mm thick for hollow core shutters (except 25 mm thick doors where 4 mm is allowed).
  • Two-ply face skin (cross-band + face veneer) is allowed for cellular core shutters with combined thickness ≥ 4 mm (Clause 6.5).
  • Veneers must be glued under pressure on both faces of the core (Clause 6.5).

Summary Table:

Veneer TypeThickness (mm)Standard Reference
Decorative Veneers0.5 – 1.0IS 1328-1970 (Grade 1)
Commercial Veneers0.5 – 1.5IS 303-1975 (BWP grade)

This ensures durability and aesthetic quality for decorative flush door shutters.

?What are the criteria for sampling and acceptance of flush door shutter lots?

Sampling and Acceptance Criteria for Flush Door Shutter Lots (IS 2191 Part 1)

  • Sampling is based on lot size, as per Table 3 (Clause 2.2, Appendix B):
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 between purchaser and seller.

  • Acceptance Criteria:

    • The number of defective shutters in the sample must not exceed the permissible number.
    • Sub-samples are taken from the sample for specific tests.
  • Tolerances (Clause 4.3):

    • Width & height: ±8 mm
    • Thickness: ±1.2 mm (uniformity variation ≤ 0.8 mm)
  • Note: Type tests per IS 4020-1967 apply only to design validation, not routine sampling.

This ensures quality control through statistically valid sampling and clear acceptance limits.

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