IS 3007 Part 21999AI Search Enabled✦ AI Generated

Laying of Asbestos Cement Sheets Code of practice, Part II: Semi-Corrugated Sheets

IS 3007 Part 2:1999 provides comprehensive guidelines for the proper laying and fixing of semi-corrugated asbestos cement sheets used in roofing and cladding. This code of practice covers installation techniques, safety precautions, fixing accessories, expansion joints, and storage methods to ensure durability and weatherproofing. It is essential for engineers, contractors, and architects involved in construction projects utilizing asbestos cement semi-corrugated sheets to follow this standard for quality and safety compliance.

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131Clauses Indexed
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What This Standard Covers

IS 3007 Part 2:1999 provides comprehensive guidelines for the proper laying and fixing of semi-corrugated asbestos cement sheets used in roofing and cladding. This code of practice covers installation techniques, safety precautions, fixing accessories, expansion joints, and storage methods to ensure durability and weatherproofing. It is essential for engineers, contractors, and architects involved in construction projects utilizing asbestos cement semi-corrugated sheets to follow this standard for quality and safety compliance.

Who Uses This Standard

  • Civil Engineers
  • Roofing Contractors
  • Architects
  • Structural Engineers
  • Construction Supervisors
  • Building Inspectors
  • Material Suppliers

Key Topics Covered

Sheet laying procedures for semi-corrugated asbestos cement sheets
Fixing accessories including hook bolts, ridge cappings, and washers
Roof design considerations including pitch, purlin spacing, and expansion joints
Safety measures for handling and installing asbestos cement sheets
Storage and protection of sheets at construction sites
Installation of roofing accessories such as eaves fillers and barge boards
Techniques for cutting, sawing, and drilling sheets minimizing dust emission
Guidelines for gutters, rainwater pipes, and flashings
Mitre cutting and lap joint details for sheet overlaps
Recommendations for securing roofing accessories and fittings
Handling of roof edges, abutments, hips, and ridges
Maintenance practices including repainting and damage prevention

Table of Contents

1Scope

IS 3007 Part 2: Scope Summary

This part of IS 3007 focuses on efficient planning and execution of roofing work, specifically for metal sheet roofing.

Key Parameters to be Provided (Clause 4.1):

  • Roof area to be covered
  • Sub-structure details (supporting framework)
  • Roof pitch (angle of slope)
  • Openings (location & size) and roofing accessories
  • Sheet sizes to be used
  • Purlins: type, dimensions, and spacing
  • Building height up to eaves
  • End and side laps for sheet installation

Important Notes:

  • Refer to Annex A for related Indian Standards (updated editions recommended).
  • This standard ensures compatibility and quality control in roofing work.

Typical Data Table for Planning (Example):

ParameterTypical Values/Units
Roof area
Roof pitchdegrees or ratio (e.g., 1:12)
Purlin spacing0.6 - 1.2 m (typical)
Sheet sizeLength & width in meters
End lap150 mm (typical)
Side lap75 mm (typical)

flowchart TD
    A[Start: Project Planning] --> B[Collect Roof Area]
    B --> C[Assess Sub-structure]
    C --> D[Determine Roof Pitch]
    D --> E[Mark Openings & Accessories]
    E --> F[Select Sheet Sizes]
    F --> G[Specify Purlin Details]
    G --> H[Confirm Building Height]
    H --> I[Decide on End & Side Laps]
    I --> J[Execute Roofing Work]

This structured approach ensures compliance with IS 3007 Part 2 for metal sheet roofing.

2Definitions

IS 3007 Part 2: Key Definitions & Specifications

Definitions & Planning Data (Clause 4.1)

For efficient roofing work, detailed info on the following is essential:

  • Roof area
  • Sub-structure details
  • Roof pitch
  • Openings & roofing accessories
  • Sheet sizes
  • Purlin type, dimensions & spacing
  • Building height to eaves
  • End & side laps of sheets

Bolts & Washers Specifications (Table 2, Clause 9.2.7.1)

SituationNo. of Bolts & WashersLength of Bolt
Horizontal (end) laps, eaves with filler, ridge with common boltShort: (# sheets in horizontal course) + 2 Long: (# sheets in horizontal course) - 1Short: Depth of purlin + 75 mm Long: Depth of purlin + 90 mm
Eaves without filler, ridge without common bolt2 × (# sheets in horizontal course) + 1Depth of purlin + 75 mm
Intermediate purlins (no horizontal laps)(# sheets in horizontal course) + 1Depth of purlin + 75 mm

Important Notes:

  • Check purlin spacing and sheet length before laying to ensure laps and overhangs.
  • Bolt lengths depend on purlin depth plus a fixed allowance.
  • Number of bolts varies with lap type and presence of filler pieces.
flowchart TD
    A[Roof Planning] --> B{Details Needed}
    B --> C[Roof Area]
    B --> D[Sub-structure]
    B --> E[Pitch]
    B --> F[Openings & Accessories]
    B --> G[Sheet Sizes]
    B --> H[Purlin Type & Spacing]
    B --> I[Building Height]
    B --> J[End & Side Laps]

This concise summary aligns with IS 3007 Part 2:1999 for roofing sheet installation.

3Materials and Accessories

IS 3007 Part 2: Materials and Accessories - Key Points


Fixing Accessories (Clause 5.3 & 9.2.1)

  • Must conform to IS 730 (J-bolts, L-bolts, roof washers, etc.).
  • Proper selection ensures roofing efficiency.
  • Accessories include ridge cappings, ventilators, skylights, apron flashings, etc. (Clause 3.2).

Tools for Working Processes (Table 9.1.2)

ProcessRecommended Tools
MitringHand saw, Scriber, *Jig saw, Nibbler, Band saw, Low speed circular saw
Cross cuttingHand saw, *Jig saw, Nibbler, Low speed circular saw
Longitudinal cuttingScriber, *Jig saw, Nibbler, Hand saw, Low speed circular saw
Cut-outs*Jig saw, Hand saw, Low speed circular saw
DrillingHand or power operated drill

Note: Avoid high-speed circular saws.


Bolts, Washers & Lengths (Table 9.2.7.1)

SituationNo. of Bolts & WashersBolt Length
Horizontal laps, eaves with filler pieces, ridge with same boltShort: (# sheets in horizontal course + 2) <br> Long: (# sheets in bolt course - 1)Depth of purlin + 75 mm (Short) <br> Depth of purlin + 90 mm (Long)
Eaves without filler pieces, ridge without same boltTwice (# sheets in horizontal course) + 1Depth of purlin + 75 mm
Intermediate purlins (no horizontal laps)(# sheets in horizontal course) + 1Depth of purlin + 75 mm

Summary Diagram: Fixing Accessories & Sheet Laying

flowchart TD
    A[Fixing Accessories] --> B[Conform to IS 730]
    A --> C[Proper Selection]
    C --> D[Bolts & Washers]
    D --> E[Number & Length per Table 9.2.7
4Roof Design and Planning

IS 3007 Part 2: Roof Design and Planning Key Points

1. Roof Plan (Clause 6.1.1)

  • Keep the roof plan simple.
  • Avoid hips and valleys to reduce complexity.
  • Avoid isolated projections to ensure weatherproof junctions.

2. Essential Planning Data (Clause 4.1)

Before design and execution, gather:

  • Roof area to be covered.
  • Sub-structure details (supporting members).
  • Roof pitch (angle of slope).
  • Location/size of openings and roofing accessories.
  • Sheet sizes to be used.
  • Purlin type, dimensions, and spacing.
  • Building height to the eaves.
  • End and side laps for sheet installation.

3. Roof Pitch (Clause 6.1.2)

  • Pitch affects water runoff and wind resistance.
  • Typical minimum pitch for metal sheet roofs is 5° to 10° depending on sheet type and weather conditions.

Typical Roof Pitch and Lap Guidelines (from general practice):

Roof Pitch (°)Minimum End Lap (mm)Minimum Side Lap (mm)
5 - 10150150
>10100100

Summary Diagram of Roof Planning Inputs:

graph TD
A[Roof Design Planning] --> B[Roof Area]
A --> C[Sub-structure Details]
A --> D[Roof Pitch]
A --> E[Openings & Accessories]
A --> F[Sheet Sizes]
A --> G[Purlin Details]
A --> H[Building Height]
A --> I[Sheet Laps]

Ensure all inputs (Clause 4.1 & 4.2) are provided before roof sheeting work begins.

5Storage at Site

IS 3007 Part 2: Storage at Site (Clause 7)

  • Stack Height: Sheets shall be stacked not more than 1 m high on firm, level ground.
  • Base Protection: Use timber or suitable packing beneath sheets to avoid direct ground contact.
  • Protection from Elements:
    • Protect sheets from wind damage if stored in exposed areas.
    • For long-term outdoor storage, provide covers to protect against sun exposure.
  • Handling: Asbestos cement units must be carefully stacked near the building parts where they will be fixed, preferably in sheltered locations.
  • Wind Precautions: Avoid laying sheets during high winds (Clause 8.7).

Key Specifications (Storage)

ParameterSpecification
Max Stack Height1 meter
Base SupportTimber or equivalent packing
ProtectionCover against sun & wind if exposed
Storage LocationNear fixing site, sheltered if possible

Expansion Joint Note (for reference):

  • Max spacing: 35 m
  • End lap: ≥ 150 mm
  • Stitching with seam bolts if lap between purlins
flowchart LR
    A[Sheets delivered] --> B[Stack on firm, level ground]
    B --> C{Stack height ≤ 1 m?}
    C -- Yes --> D[Use timber packing below]
    C -- No --> E[Reduce stack height]
    D --> F{Exposed to sun/wind?}
    F -- Yes --> G[Provide protective cover]
    F -- No --> H[Store in sheltered place]
    G & H --> I[Ready for fixing]

This ensures sheet integrity and ease of installation per IS 3007 Part 2.

6Laying Procedures

IS 3007 Part 2 — Laying Procedures (Clause 9.3)

Key Points on Laying Sheets (Clause 9.3 & 9.3.1)

  • Check purlin spacing and sheet length before laying to ensure:

    • Correct lap lengths (side and end laps per Clause 9.1.6).
    • Specified overhang at eaves and ridge.
  • Sheet orientation:

    • Smooth side upwards.
    • Corrugations aligned in continuous straight lines.
  • Laying suspension:

    • Stop work during high winds (Clause 8.7).

Bolt and Washer Specifications (Table 2, Clause 9.2.7.1)

SituationNo. of Bolts & WashersBolt Length
Horizontal (end) laps, eaves with filler, ridge with same boltShort: (Sheets in one horizontal course + 2) Long: (Sheets in one horizontal course - 1)Depth of purlin + 75 mm (short), Depth of purlin + 90 mm (long)
Eaves without filler, ridge without same bolt2 × (Sheets in one horizontal course) + 1Depth of purlin + 75 mm
Intermediate purlins without horizontal laps(Sheets in one horizontal course) + 1Depth of purlin + 75 mm

Summary Diagram of Laying Process

flowchart TD
    A[Start: Check purlin spacing & sheet length] --> B[Lay sheets smooth side up]
    B --> C[Align corrugations in straight lines]
    C --> D[Ensure laps & overhang as per Clause 9.1.6]
    D --> E{High wind?}
    E -- Yes --> F[Suspend laying]
    E -- No --> G[Fix sheets with bolts & washers as per Table 2]
    G --> H[Complete laying]

Remember: Proper bolt length and number ensure structural integrity and weather tightness. Always refer to the specific purlin depth and sheet arrangement for accurate bolt sizing.

7Safety Precautions

IS 3007 (Part 2) - Safety Precautions Summary

Shade Protection for Stacks (Clause 1.5 & Fig. 7, 8)

  • Use 1.5 m sheets laid at each end of the stack.
  • Lay 1.5 m sheets leaning around the stack to provide shade from all directions.
  • Use 3 Nos. 3 m sheets on top of the stack for additional protection.
  • Secure sheets properly to prevent them from being blown away by wind.
  • Suspend laying sheets during high winds (Clause 8.7).

Recommended Work Practices (Clause 9.1.2)

  • Use appropriate tools for cutting sheets to minimize dust emission.
  • Refer to Table 1 for tools suitable for sawing and drilling.
  • Consult manufacturer if unsure about tool selection.

Key Safety Specifications:

Safety AspectSpecification
Shade Protection Sheets1.5 m sheets at ends + 3 m sheets on top
Wind ConditionsSuspend work during high winds
Dust ControlUse recommended tools (Table 1)

flowchart LR
    A[Stack of Sheets] --> B[1.5m Sheets at Ends]
    A --> C[1.5m Sheets Leaning Around]
    A --> D[3 Nos. 3m Sheets on Top]
    B & C & D --> E[Shade Protection]
    E --> F[Secure Sheets to Prevent Wind Damage]
    F --> G[Suspend Work if High Winds]

Note: Always follow manufacturer guidelines and IS recommendations for safe handling and environmental control.

8Fixing and Fastening

IS 3007 Part 2: Fixing and Fastening Key Points


1. Fixing Accessories (Clause 5.3 & 9.2.1)

  • Must conform to IS 730 (for bolts, washers, J-bolts, L-bolts).
  • Proper selection and use are critical for roofing performance.

2. Recommended Tools for Corrugated Sheets (Table 9.1.2)

Working ProcessRecommended Tools
MitringHand saw, Scriber, *Jig saw, Nibbler, Band saw, Low speed circular saw
Cross cuttingHand saw, *Jig saw, Nibbler, Low speed circular saw
Longitudinal cuttingScriber, *Jig saw, Nibbler, Hand saw, Low speed circular saw
Cut-outs*Jig saw, Hand saw, Low speed circular saw
DrillingHand or power-operated drill

Note: Avoid high-speed circular saws.

3. Bolt Length and Number (Table 9.2.7.1)

SituationNo. of Bolts & WashersBolt Length
Horizontal laps, eaves with filler, ridge (same bolt)Short: (Sheets in one horizontal course + 2) Long: (Sheets in one horizontal course - 1)Short: Depth of purlin + 75 mm Long: Depth of purlin + 90 mm
Eaves without filler, ridge (different bolts)Twice (Sheets in one horizontal course) + 1Depth of purlin + 75 mm
Intermediate purlins (no horizontal laps)Sheets in one horizontal course + 1Depth of purlin + 75 mm

4. Special Fixing for Tubular Purlins (Clause 9.2.6)

  • Bolt must encompass ≥ 50% of tube periphery.
  • Prevent bolt rotation.
  • Alternative hook bolts may be needed for non-angle/tube sections.

flowchart LR
    A[Select Fixing Accessories] --> B{Conform to IS 730?}
    B -- Yes --> C[Choose Bolt Type & Length]
    C --> D{P
9Cutting and Drilling of Sheets

IS 3007 Part 2: Cutting and Drilling of Sheets

Key Specifications (Clause 9.1 & 9.1.2)

  • Cutting: Use a wood saw or recommended tools; avoid high-speed circular saws.
  • Drilling: Holes must be drilled, never punched to prevent material weakening and fractures.
  • Hole Size: Holes should be 2 mm larger than bolt diameter.
  • Hole Location: Drill holes through the crown of the corrugation, not in valleys.

Recommended Tools (Table 1)

Working ProcessRecommended Tools
MitringHand saw, Scriber, *Jig saw, Nibbler, Band saw, Low speed circular saw
Cross cuttingHand saw, *Jig saw, Nibbler, Low speed circular saw
Longitudinal cuttingScriber, *Jig saw, Nibbler, Hand saw, Low speed circular saw
Cut-outs*Jig saw, Hand saw, Low speed circular saw
DrillingHand or power operated drill

* Other mechanical saws may be used with precautions; avoid high-speed circular saws.


Important Notes:

  • Fixing accessories must comply with IS 730.
  • Proper cutting/drilling ensures durability and weather resistance.
flowchart LR
    A[Sheet Cutting] --> B{Process}
    B --> C[Mitring]
    B --> D[Cross Cutting]
    B --> E[Longitudinal Cutting]
    B --> F[Cut-outs]
    B --> G[Drilling]

    C --> H[Hand saw, Jig saw, Nibbler, Band saw]
    D --> I[Hand saw, Jig saw, Nibbler]
    E --> J[Scriber, Jig saw, Hand saw]
    F --> K[Jig saw, Hand saw]
    G --> L[Hand or power drill]

    style L fill:#f9f,stroke:#333,stroke-width:2px

This ensures correct workmanship and longevity of corrugated sheets in roofing applications.

10Roof Accessories and Flashings

Key Specifications for Roof Accessories and Flashings (IS 3007 Part 2)

1. Roof Accessories (Clause 3.2)

  • Includes: ridge cappings, north light curves, ridge finials, apron flashing, eaves filler pieces, barge boards, expansion pieces, ventilators, skylights.
  • Purpose-made fittings must match roof profile and ensure weather tightness.

2. Top Edges and Abutments (Clause 10.6)

  • Apron Flashing: Use asbestos cement apron pieces at top edges against walls.
  • For vertical sheeting walls: wall laps over flashing upstand; apron laps over roof sheeting; no metal flashing needed.
  • For brick/masonry walls: apron fixed to sheeting + metal/felt over flashing over upstand.
  • At sloping abutments:
    • Flashing width ≥ 150 mm covering at least one full corrugation.
    • Upstand must be covered or secured to wall.
    • If corrugations run into wall, keep sheeting edge ≥125 mm from wall and provide gutter.

3. Fixing Accessories (Clause 9.2.1)

  • Fixings must conform to IS 730.
  • Proper selection critical for serviceability.

4. Working Tools for Corrugated Sheets (Table 9.2)

Working ProcessRecommended Tools
MitringHand saw, Scriber, Jig saw, Nibbler, Band saw, Low speed circular saw
Cross cuttingHand saw, Jig saw, Nibbler, Low speed circular saw
Longitudinal cuttingScriber, Jig saw, Nibbler, Hand saw, Low speed circular saw
Cut-outsJig saw, Hand saw, Low speed circular saw
DrillingHand or power drill

Note: Avoid high-speed circular saws for cutting sheets.


Summary Diagram: Flashing at Wall Abutment

flowchart LR
    A[Wall (Brick/Masonry)] -->|Upstand| B[Apron Flashing]
    B -->|Lap over| C[Roof Sheeting]
    B -->|Metal/Felt Over Flashing| A
    C -->|Edge ≥
11Gutters and Rainwater Pipes

IS 3007 Part 2: Gutters and Rainwater Pipes - Key Points

1. Types of Gutters (Clause 10.3.2)

  • Half-round gutters: Used if sufficient space is available in the valley.
  • Flat gutters (plaster + lead sheets): Used when space is insufficient.

2. Definitions (Clause 3.10)

  • A roof-water channel includes any gutter or rainwater pipe system for directing roof water.

3. Purlin Position (Clause 1.75)

  • Purlins must be positioned to suit the overhang and support the gutter properly.

4. Material Availability (Clause 7.4)

  • All materials including gutters, downpipes, brackets, and fixings must be onsite before installation.

Typical Design Considerations:

  • Gutter size depends on roof area and rainfall intensity.
  • Rainwater pipe diameter (D) can be estimated by:

[ D = \sqrt{\frac{4Q}{\pi V}} ]

Where:

  • ( Q ) = Peak runoff (m³/s)
  • ( V ) = Velocity of flow (m/s), typically 1.5 to 3 m/s

Example Table for Gutter Sizes (Indicative):

Roof Area (m²)Gutter Width (mm)Downpipe Diameter (mm)
Up to 5010075
50 - 100150100
100 - 200200150

flowchart TD
    Roof[Roof Surface]
    Gutter[Gutter]
    Downpipe[Rainwater Pipe]
    Drain[Drainage System]

    Roof --> Gutter --> Downpipe --> Drain

Summary: Use half-round gutters where space permits; otherwise, flat plastered gutters with lead sheets. Ensure purlins support gutter overhang. Prepare all materials onsite before installation. Design gutter and pipe sizes based on roof area and rainfall.

12Expansion Joints

IS 3007 Part 2 - Expansion Joints Key Points

1. Spacing & Location

  • Max spacing for expansion joints: 35 m (Clause 6.1.7.1)
  • Expansion joints must be provided on large roofs to accommodate structural movement due to climatic changes (Clause 6.1.7).

2. End Lap

  • Minimum end lap for expansion joints: 150 mm (same as roofing sheets).
  • If laps occur between purlins, they must be stitched with seam bolts (Clause 6.1.7.1).

3. Typical Details

  • Expansion joints include asbestos-cement accessories as shown in Figures 3, 4, 5, 6, 7, and 8.
  • Use bituminous felt washers and J-type hook bolts for fixing.
  • Purlins are generally MS angle sections.

4. Installation Notes

  • Protect asbestos-cement units during storage (Clause 7.1).
  • Expansion joint details vary by roof type (semi-corrugated, serrated ridge, northlight curve).

Summary Table

ParameterSpecification
Max spacing between joints35 m
Minimum end lap150 mm
Lap stitchingSeam bolts if between purlins
Fixing accessoriesBituminous felt washer, J-hook bolts

flowchart LR
    A[Roof Structure] --> B[Expansion Joint]
    B --> C{Spacing ≤ 35 m}
    B --> D[End lap ≥ 150 mm]
    D --> E{Lap between purlins?}
    E -->|Yes| F[Stitch with seam bolts]
    E -->|No| G[Standard fixing]
    B --> H[Fix with J-type hook bolts & bituminous felt washer]

This ensures thermal movement is accommodated, preventing damage to roofing sheets.

13Maintenance and Repainting

Maintenance and Repainting - IS 3007 Part 2 (Summary)

1. Inspection before laying sheets (Clause 9.3.1):

  • Check purlin spacing and sheet length to ensure correct laps and overhang at eaves and ridge.

2. Fixing accessories (Clause 9.2.1):

  • Use fixing accessories conforming to IS 730.
  • Proper tools for cutting and drilling sheets include:
    • Mitring: Hand saw, Jig saw, Nibbler, Band saw
    • Cross cutting: Hand saw, Jig saw, Nibbler
    • Longitudinal cutting: Scriber, Jig saw, Nibbler
    • Drilling: Hand or power-operated drill
    • Avoid high-speed circular saws for sheet cutting.

3. Bolt and washer specifications (Table 2, Clause 9.2.7.1):

SituationNo. of Bolts & WashersLength of Bolt
Horizontal laps, eaves with filler, ridge with same boltShort: (# sheets in bolt horizontal course) + 2 Long: (# sheets in bolt course) - 1Depth of purlin + 75 mm (short), Depth of purlin + 90 mm (long)
Eaves without filler, ridge without same bolt2 × (# sheets in horizontal course) + 1Depth of purlin + 75 mm
Intermediate purlins (no horizontal laps)(# sheets in horizontal course) + 1Depth of purlin + 75 mm

Key Points for Maintenance & Repainting:

  • Ensure laps and overhangs are maintained as per original design.
  • Check and replace fixing accessories if corroded, using IS 730 compliant bolts and washers.
  • Use recommended tools to avoid damage during repairs.
  • Repaint with suitable protective coatings to prevent corrosion.

flowchart TD
    A[Check purlin spacing & sheet length] --> B[Ensure laps & overhang]
    B --> C[Inspect fixing accessories]
    C --> D{Accessories OK?}
    D -- Yes --> E[Proceed with maintenance]
    D -- No --> F[Replace bolts & washers (IS 730)]
    E --> G[Re
14References and Related Standards

IS 3007 Part 2: References and Related Standards

  • Annex A lists all Indian Standards referenced in IS 3007 Part 2, making them integral to this standard.
  • Editions cited in Annex A were valid at publication; users should check for the latest revisions.
  • The standard aligns with international codes to ensure global compatibility.
  • Key related standards often include:
    • IS 456: Code of Practice for Plain and Reinforced Concrete
    • IS 800: Code of Practice for General Construction in Steel
    • IS 875: Code for Design Loads (Dead, Live, Wind, Seismic)
  • No direct formulas or tables are specified under References; instead, these standards provide detailed design data, formulas, and tables.
  • Users should consult the latest editions of referenced standards for design formulas, load factors, and material specifications.
flowchart LR
    A[IS 3007 Part 2] --> B[Annex A: Referenced IS Codes]
    B --> C[IS 456 - Concrete]
    B --> D[IS 800 - Steel]
    B --> E[IS 875 - Loads]
    B --> F[Other IS Codes]

Summary: IS 3007 Part 2 relies on a network of Indian Standards (Annex A). Always verify current editions for design formulas and specifications.

15Annexures

IS 3007 (Part 2): Annexures Key Points

  1. Referenced Indian Standards (Annex A)

    • These standards form integral provisions of IS 3007 Part 2 and should be referred to for detailed specs:
      IS No.Title
      459:1992Unreinforced corrugated & semi-corrugated asbestos cement sheets
      730:1978Hook bolts for corrugated sheet roofing
      1120:1975Coach screws
      2098:1997Asbestos cement building boards
      11769 (Part 1):1987Safe use guidelines for asbestos cement products
  2. Fixing Accessories (Clause 9.2.1 & Table 9.2)

    • Accessories must conform to IS 730.
    • Recommended tools for working processes on corrugated sheets:
    ProcessTools
    MitringHand saw, Scriber, Jig saw, Nibbler, Band saw, Low speed circular saw
    Cross cuttingHand saw, Jig saw, Nibbler, Low speed circular saw
    Longitudinal cutScriber, Jig saw, Nibbler, Hand saw, Low speed circular saw
    Cut-outsJig saw, Hand saw, Low speed circular saw
    DrillingHand or power drill
  3. Fixing of Other Accessories (Clause 10.9)

    • Use roofing bolts (mushroom head type) with GI or bituminous felt washers for corner rolls, barge boards, etc.
    • Position pipe openings carefully to avoid extended flashing lengths.
    • Gutters & rainwater pipes to be fixed per relevant IS codes.
  4. Typical Fixing Details (Figures 21-23)

    • Show semi-corrugated roof lights, roofing bolts, barge boards, and corner rolls.

Summary Diagram: Fixing Accessories Workflow

graph TD
  A[Select Fixing Accessories] --> B[Check IS 730 Compliance]
  B --> C[Choose Correct Tools]
  C --> D{Working Process}
  D -->|

Popular Questions About IS 3007 Part 2

?What are the recommended fixing accessories for semi-corrugated asbestos cement sheets?

Recommended Fixing Accessories for Semi-Corrugated Asbestos Cement Sheets (IS 3007 Part 2):

  • Fixing accessories must conform to IS 730 for quality and compatibility.
  • Ridge cappings should be secured to ridge purlins using the same bolts as the sheeting (Clause 9.2.9).
  • Other accessories like barge boards, eaves filler pieces, and apron flashings should be fastened either to the structure or by seam bolts to the sheeting.
  • For eaves, verges, and gable ends (Clause 10.5):
    • Use asbestos cement accessories to close corrugations at eaves and above glazing.
    • Barge boards or corner rolls are recommended at gable ends.
    • Alternatively, verge sheeting may be bedded in mortar if supported by brick/block walls.

Key Notes:

  • Proper selection and workmanship of fixing accessories are critical for durability.
  • Use hand or power drills for fixing; avoid high-speed circular saws for cutting sheets.
Loading diagram...

This ensures weather-tight, durable roofing with proper accessory integration.

?How should expansion joints be incorporated in large asbestos cement roofs?

According to IS 3007 Part 2 (Clause 6.1.7), expansion joints in large asbestos cement roofs must:

  • Be provided at definite intervals along long roof stretches to accommodate structural movement due to climatic changes.
  • Use the same end lap length as roofing sheets, typically 150 mm.
  • If the expansion joint laps between purlins, it must be stitched with roofing bolts for stability.

Typical expansion joint details are shown in Figures 3, 4, and 5 for different sheet types (semi-corrugated, serrated ridge, northlight curve).

Key points:

  • Expansion joints allow for thermal and structural movement.
  • Proper accessories and workmanship are critical for durability.
  • Use bituminous felt washers and J-type hook bolts as per standard lap details.
Loading diagram...

This ensures roof integrity and prevents damage from thermal expansion.

?What safety measures should be taken during installation to minimize asbestos dust exposure?

To minimize asbestos dust exposure during installation of asbestos cement sheets as per IS 3007 Part 2 and IS 11769 (Part 1):

Key Safety Measures:

  • Receiving & Storage (Clause 7.6):
    Follow IS 11769 Part 1 recommendations to reduce airborne dust. Store sheets in shaded, ventilated areas to avoid thermal stresses and cracking (Clause 7.7.2). Use water sprinkling in hot, dry conditions to control dust and cracking.

  • Cutting & Drilling (Clause 9.1.2):
    Use recommended tools from Table 1 of IS 3007 Part 2 designed to minimize dust emission. Prefer tools with dust extraction or wet cutting methods to suppress dust.

  • General Work Practices:

    • Avoid dry sweeping; use wet methods or vacuum systems for cleanup.
    • Workers should wear appropriate respiratory protection (e.g., N95 masks).
    • Limit worker exposure time and ensure good site ventilation.

Summary Table for Cutting Tools (Example from IS 3007 Part 2):

Tool TypeDust Emission LevelRecommended Use
Hand saw (wet)LowSmall cuts, low dust
Power saw (wet)Very lowLarge cuts, high efficiency
Drilling (wet)LowHoles, minimal dust
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Follow these steps to ensure worker safety and minimize asbestos dust hazards during installation.

?What is the recommended pitch for roofs using semi-corrugated asbestos cement sheets?

According to IS 3007 Part 2, Clause 6.1.6, the recommended minimum pitch for roofs using semi-corrugated asbestos cement sheets is:

  • Preferably not less than 18°.

If a roof pitch less than 18° is necessary:

  • Increase the end laps beyond the standard 150 mm.
  • Seal joints properly as per manufacturer or engineer's instructions.
  • Side laps must be one corrugation, with the left corrugation covered by the right of the adjacent sheet.
  • Side laps should be sheltered from prevailing winds.
  • Free overhang at eaves should not exceed 300 mm.

Summary Table:

Roof PitchEnd Lap LengthAdditional Measures
≥ 18° (Normal)150 mmStandard laps, normal sealing
< 18° (Low pitch)> 150 mmIncreased laps, joint sealing

This ensures watertightness and durability of the roof covering.

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Key takeaway: Maintain at least 18° pitch for best performance; otherwise, increase laps and seal joints carefully.

?How should gutters and rainwater pipes be installed in accordance with this standard?

According to IS 3007 Part 2, gutters and rainwater pipes installation should follow these key points:

  • Gutter Type:

    • Use half-round gutters where space permits (Clause 10.3.2).
    • If space is limited, provide a flat gutter plastered and covered with lead sheets (refer to Fig. 11 in the standard).
  • Purlin Positioning:

    • Position purlins to accommodate the roof overhang that directs water into the gutter (Clause 1.75).
  • Material & Fixing:

    • Use roofing accessories compatible with unreinforced semi-corrugated asbestos cement sheets.
    • Fix gutters and pipes securely to withstand weather loads and ensure proper drainage.
  • Reference for Design:

    • Follow BS 5247 (Part 14): 1975 for detailed sheet roof and wall covering practices related to drainage.

Summary Diagram:

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Ensure gutters slope properly for drainage and pipes are adequately supported as per the standard.

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