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IS 3384 : 1986Code of practice for laying bitumen felt for roofing

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BS 8217 · DIN 18531-3 · ASTM D6622-07(2015)
CurrentSpecializedCode of PracticeArchitectural · Waterproofing and Damp Proofing
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OverviewValues5InternationalTablesFAQ3Related

IS 3384:1986 is the Indian Standard (BIS) for laying bitumen felt for roofing. This standard outlines the code of practice for preparing roof surfaces and laying bitumen felts for waterproofing. It specifies the methods for various multi-course treatments (e.g., four-course, six-course) based on climatic conditions, roof slopes, and base materials to ensure effective and durable moisture protection.

Provides recommendations for proper methods of laying bitumen felt for waterproofing of roofs.

Overview

Status
Current
Usage level
Specialized
Domain
Architectural — Waterproofing and Damp Proofing
Type
Code of Practice
International equivalents
BS 8217:2005 · BSI (British Standards Institution), UKDIN 18531-3:2017 · DIN (Deutsches Institut für Normung), GermanyASTM D6622-07(2015) · ASTM International, USAAS 4654.2-2012 · Standards Australia, Australia
Typically used with
IS 1322IS 73IS 702IS 3384IS 1203
Also on InfraLens for IS 3384
5Key values2Tables3FAQs
Practical Notes
! Blistering is a common defect; to prevent it, ensure the roof surface is bone-dry and free from dust before applying the bitumen primer.
! Always unroll the felt completely and let it rest flat before laying to relieve internal stresses and prevent subsequent wrinkling.
! Special attention must be given to critical junctions like rainwater outlets, parapet walls, and expansion joints, as these are primary points of waterproofing failure.
Frequently referenced clauses
Cl. 4Preparation of SurfaceCl. 5Types of Treatment (Four-course, Six-course, etc.)Cl. 6Laying ProcedureCl. 7Details at Parapets, Gutters and Rain-Water Pipes
Pulled from IS 3384:1986. Browse the full clause & table index below in Tables & Referenced Sections.
bitumen feltbitumen primerhot bitumenroofing feltwaterproofing membrane

International Equivalents

Similar International Standards
BS 8217:2005BSI (British Standards Institution), UK
HighCurrent
Reinforced bitumen membranes for roofing. Code of practice
Provides guidance on the design, material selection, and application of reinforced bitumen roofing systems.
DIN 18531-3:2017DIN (Deutsches Institut für Normung), Germany
HighCurrent
Roof waterproofing - Part 3: Design and execution of waterproofing for roofs not used for foot traffic
Specifies requirements for the planning, design, and execution of waterproofing, including bituminous membranes.
ASTM D6622-07(2015)ASTM International, USA
MediumCurrent
Standard Guide for Application of Fully Adhered Hot-Applied Reinforced Waterproofing Systems
Covers the installation procedures for hot-applied reinforced bituminous systems, a subset of methods in IS 3384.
AS 4654.2-2012Standards Australia, Australia
MediumCurrent
Waterproofing membranes for external above-ground use, Part 2: Design and installation
Provides requirements for designing and installing various waterproofing membranes, including bituminous types.
Key Differences
≠IS 3384 focuses on traditional materials like hessian or fibre-based bitumen felts, whereas modern standards (e.g., BS 8217) extensively cover polymer-modified bitumen (APP, SBS) and advanced reinforcements (polyester, glass fibre).
≠The Indian standard primarily details the hot-mopped 'pour and roll' application technique. International equivalents give equal or greater emphasis to modern methods like torch-on application and self-adhered membranes.
≠International standards like DIN 18531 and BS 8217 adopt a 'total system' approach, including detailed guidance on vapour control layers, insulation, and deck compatibility, which is less pronounced in IS 3384.
≠While IS 3384 provides basic detailing for upstands and outlets, standards like BS 8217 offer significantly more comprehensive and illustrated guidance for complex roof penetrations, terminations, and movement joints.
Key Similarities
≈All standards universally mandate that the roof substrate must be clean, dry, smooth, and free of contaminants before the application of the membrane.
≈The fundamental principle of lapping joints (side and end laps) to ensure a watertight, weather-shedding seal is a core requirement in both IS 3384 and its international counterparts.
≈The requirement to stagger all joints between successive layers of felt to prevent a continuous vertical path for water ingress is a common practice specified across all codes.
≈All standards emphasize the need for adequate roof falls (slope/gradient) to ensure positive drainage and prevent the ponding of water on the finished roof surface.
≈Carrying the waterproofing membrane up vertical abutments (parapets, walls) to a minimum specified height (typically 150 mm) is a standard detailing practice in all referenced codes.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Roof Fall / Slope1 in 60 (approx. 1.67%)Design fall of 1 in 40 (2.5%); finished fall should not be less than 1 in 80 (1.25%)BS 8217:2005
Minimum End Lap100 mm100 mm (for hot-applied or torch-on)BS 8217:2005
Minimum Side Lap75 mm75 mm (for hot-applied or torch-on)BS 8217:2005
Minimum Upstand Height at Abutments150 mm150 mm above finished roof levelBS 8217:2005
Staggering of Side LapsJoints in successive layers shall be staggered (e.g., by half width of felt).Side laps of successive layers should be offset by a minimum of 300 mm.BS 8217:2005
Bonding MethodPrimarily hot-mopped bitumen bonding.Includes hot-mopped, torch-on, cold-applied adhesive, and self-adhesive methods.BS 8217:2005
Hot Bitumen Application Temp (Typical)Approx. 180-200°C (for Grade 85/25, per IS 702)191 to 218°C (for Type III/IV asphalt)ASTM D6622-07
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Minimum side (longitudinal) overlap75 mm
Minimum end (transverse) overlap100 mm
Minimum height for tucking felt into parapet wall groove150 mm
Recommended slope for flat roof drainage1 in 40 to 1 in 60
Groove depth in parapet for tucking feltMinimum 65 mm deep by 50 mm wide

Tables & Referenced Sections

Key Tables
Table 1 - Details of Treatments with Hessian-Base or Fibre-Base Bitumen Felts
Table 2 - Details of Treatments with Glass Fibre Base Bitumen Felts
Key Clauses
Clause 4 - Preparation of Surface
Clause 5 - Types of Treatment (Four-course, Six-course, etc.)
Clause 6 - Laying Procedure
Clause 7 - Details at Parapets, Gutters and Rain-Water Pipes

Related Resources on InfraLens

Cross-Referenced Codes
IS 1322:1982Bitumen felts for waterproofing and damp-proo...
→
IS 73:2013Paving Bitumen - Specification
→
IS 702:2017Industrial Bitumen - Specification
→
IS 3384:1986Code of practice for laying bitumen felt for ...
→
IS 1203:1978Methods for testing tar and bitumen: Determin...
→

Frequently Asked Questions3

What is the minimum overlap required when laying bitumen felts?+
A minimum overlap of 75 mm is required for longitudinal (side) joints and 100 mm for transverse (end) joints.
How should waterproofing be detailed at a parapet wall?+
The felt must be taken up the parapet wall to a minimum height of 150 mm and securely tucked into a chase/groove cut into the masonry.
When is a six-course treatment preferred over a four-course treatment?+
A six-course treatment, which includes an additional layer of felt and bitumen, is recommended for severe climatic conditions or areas with heavy rainfall.

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