InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel
InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel

IS 5390 : 1984Code of practice for construction of timber ceilings

PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
NZS 3604 · AS 1684.2 · AWC WFCM 2018
CurrentSpecializedCode of PracticeBIMArchitectural · Building Construction Practices incl. Painting, Varnishing
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues4InternationalTablesFAQ4Related

IS 5390:1984 is the Indian Standard (BIS) for construction of timber ceilings. This standard provides guidance on the construction of timber ceilings, including suspended and directly fixed types. It covers the selection of materials like timber and fasteners, design aspects such as joist spacing and support, construction methods for the framework and boarding, and finishing treatments.

Code of practice for construction of timber ceilings

Overview

Status
Current
Usage level
Specialized
Domain
Architectural — Building Construction Practices incl. Painting, Varnishing
Type
Code of Practice
International equivalents
NZS 3604:2011 · Standards New Zealand, New ZealandAS 1684.2-2010 · Standards Australia, AustraliaAWC WFCM 2018 · American Wood Council (AWC), USABS 8000-5:2020 · British Standards Institution (BSI), United Kingdom
Typically used with
IS 3845IS 883IS 1141IS 1708
Also on InfraLens for IS 5390
4Key values1Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! Ensure timber is properly seasoned as per IS 1141 to a moisture content below 15% to prevent future warping and shrinkage.
! Pay close attention to the connection of hangers and framework to the primary roof or floor structure for safety and stability.
! For aesthetic appeal, plan the board layout and jointing pattern before starting installation.
Frequently referenced clauses
Cl. 3MaterialsCl. 4Design and LayoutCl. 5ConstructionCl. 6Finishing
Pulled from IS 5390:1984. Browse the full clause & table index below in Tables & Referenced Sections.
timberfastenersadhesiveswood-based panels

International Equivalents

Similar International Standards
NZS 3604:2011Standards New Zealand, New Zealand
MediumCurrent
Timber-framed buildings
Covers timber framing for entire buildings, including prescriptive solutions for ceiling joists, their spans, and connections.
AS 1684.2-2010Standards Australia, Australia
MediumCurrent
Residential timber-framed construction, Part 2: Non-cyclonic areas
Provides extensive span tables and construction details for timber framing, including ceiling joists and ceiling battens.
AWC WFCM 2018American Wood Council (AWC), USA
MediumCurrent
Wood Frame Construction Manual for One- and Two-Family Dwellings
Details prescriptive and engineered provisions for wood frame construction, including ceiling joist framing and diaphragm design.
BS 8000-5:2020British Standards Institution (BSI), United Kingdom
LowCurrent
Workmanship on construction sites - Part 5: Code of practice for carpentry, joinery and general fixings
Addresses general carpentry workmanship but is less prescriptive on structural sizing than IS 5390, focusing on execution quality.
Key Differences
≠IS 5390 is a standalone, highly prescriptive code focused solely on ceilings. Modern international equivalents (like NZS 3604, AS 1684) are comprehensive, system-based codes for entire timber structures, where the ceiling is an integrated part of the whole building's structural system (e.g., acting as a diaphragm).
≠The Indian standard specifies materials by local names (e.g., Deodar, Kail) and generic types (hardboard, plywood). International standards specify timber by structural grade (e.g., MGP10, SG8, No. 2 Grade) and boards by performance characteristics, allowing for broader material interchangeability.
≠IS 5390 is a 'deemed-to-satisfy' document with limited engineering basis presented. Modern codes like the AWC WFCM or Eurocode 5 (which underpins European practice) are explicitly linked to structural design principles, loads, and material mechanics, providing both prescriptive paths and options for engineered design.
≠Fire resistance and acoustic performance are minimally addressed in IS 5390. International standards have extensive sections on building fire-rated assemblies and achieving specific acoustic ratings (STC), often dictating the specific type and thickness of lining materials (like fire-rated gypsum board) and insulation.
Key Similarities
≈The fundamental construction principle of a framework of joists and battens supporting a ceiling lining is a common basis across all standards for this type of construction.
≈All standards implicitly or explicitly require the use of seasoned or kiln-dried timber to a specified moisture content to minimize shrinkage, warping, and deformation after installation.
≈The concept of specifying maximum spacing for framing members (joists, battens) to prevent sagging of the ceiling lining and ensure structural adequacy is a universal practice.
≈All codes recognize the need for proper connections, including the use of nails, screws, and metal hangers, to transfer loads effectively between ceiling components and the main building structure.
Parameter Comparison
ParameterIS ValueInternationalSource
Ceiling Joist SpacingNot to exceed 600 mm centres.Typically 400 or 600 mm, but span tables allow various spacings based on joist size, span, and load.NZS 3604:2011
Ceiling Batten Spacing300 to 450 mm centres.Typically 450 mm or 600 mm, depending on the lining material's thickness and stiffness.AS 1684.2-2010
Hanger SpecificationPrescribed as 25 mm x 5 mm mild steel flats.Performance-based; proprietary engineered hangers are specified by their load capacity, not a fixed size.AWC WFCM 2018
Timber Moisture Content (at installation)As per IS 287, typically 12-15% for interior use.Generally required to be below 20% (often 18%) at time of lining to be considered 'dry'.NZS 3604:2011
Fixing of Battens to JoistsFixed with 75 mm long wire nails.Specified by nail type and number per connection, e.g., '2/90x3.15mm plain head nails' per intersection.AS 1684.2-2010
Typical Lining Material ThicknessRecommends 4 mm for Plywood, 3.2 mm for Hardboard.Predominantly gypsum board (plasterboard) with standard thicknesses of 10 mm or 13 mm (1/2 inch).General practice in AUS/NZ/USA
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
Maximum permissible moisture content in timber15%
Typical spacing of ceiling joists400 to 600 mm
Minimum thickness of timber boarding12 mm
Minimum end bearing for joists75 mm

Tables & Referenced Sections

Key Tables
Table 1 - Spacing of Ceiling Joists for Different Spans and Sizes (Plausible, not confirmed)
Key Clauses
Clause 3 - Materials
Clause 4 - Design and Layout
Clause 5 - Construction
Clause 6 - Finishing

Related Resources on InfraLens

Cross-Referenced Codes
IS 3845:1966Code of practice for joints used in wooden fu...
→
IS 883:1994Code of Practice for Design of Timber Structu...
→
IS 1141:1993Seasoning of timber- Code of practice
→
IS 1708:2014Methods of Testing Small Clear Specimens of T...
→

Frequently Asked Questions4

What is the recommended spacing for ceiling joists?+
Typically 400 to 600 mm, depending on the span and the thickness of the ceiling board (Clause 4.3).
What kind of timber should be used for ceilings?+
Well-seasoned structural timber, free from major defects, that is durable or has been treated for durability (Clause 3.1).
What is the maximum recommended moisture content for the timber?+
The moisture content should generally not exceed 15% at the time of installation (Clause 3.1.2).
How should the framework be supported?+
The framework can be supported on wall plates, bearers, or suspended from the roof or floor structure using hangers made of galvanized steel or timber (Clause 5.3).

QA/QC Inspection Templates

📋
QA/QC templates coming soon for this code.
Browse all 300 templates →