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.
Overview
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.
Audience
Contents
Structure
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.
| Parameter | Typical Values/Units |
|---|---|
| Roof area | m² |
| Roof pitch | degrees or ratio (e.g., 1:12) |
| Purlin spacing | 0.6 - 1.2 m (typical) |
| Sheet size | Length & width in meters |
| End lap | 150 mm (typical) |
| Side lap | 75 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.
IS 3007 Part 2: Key Definitions & Specifications
For efficient roofing work, detailed info on the following is essential:
| Situation | No. of Bolts & Washers | Length of Bolt |
|---|---|---|
| Horizontal (end) laps, eaves with filler, ridge with common bolt | Short: (# sheets in horizontal course) + 2 Long: (# sheets in horizontal course) - 1 | Short: Depth of purlin + 75 mm Long: Depth of purlin + 90 mm |
| Eaves without filler, ridge without common bolt | 2 × (# sheets in horizontal course) + 1 | Depth of purlin + 75 mm |
| Intermediate purlins (no horizontal laps) | (# sheets in horizontal course) + 1 | Depth of purlin + 75 mm |
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.
IS 3007 Part 2: Materials and Accessories - Key Points
| Process | Recommended Tools |
|---|---|
| Mitring | Hand saw, Scriber, *Jig saw, Nibbler, Band saw, Low speed circular saw |
| Cross cutting | Hand saw, *Jig saw, Nibbler, Low speed circular saw |
| Longitudinal cutting | Scriber, *Jig saw, Nibbler, Hand saw, Low speed circular saw |
| Cut-outs | *Jig saw, Hand saw, Low speed circular saw |
| Drilling | Hand or power operated drill |
Note: Avoid high-speed circular saws.
| Situation | No. of Bolts & Washers | Bolt Length |
|---|---|---|
| Horizontal laps, eaves with filler pieces, ridge with same bolt | Short: (# 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 bolt | Twice (# sheets in horizontal course) + 1 | Depth of purlin + 75 mm |
| Intermediate purlins (no horizontal laps) | (# sheets in horizontal course) + 1 | Depth of purlin + 75 mm |
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
IS 3007 Part 2: Roof Design and Planning Key Points
Before design and execution, gather:
| Roof Pitch (°) | Minimum End Lap (mm) | Minimum Side Lap (mm) |
|---|---|---|
| 5 - 10 | 150 | 150 |
| >10 | 100 | 100 |
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.
IS 3007 Part 2: Storage at Site (Clause 7)
| Parameter | Specification |
|---|---|
| Max Stack Height | 1 meter |
| Base Support | Timber or equivalent packing |
| Protection | Cover against sun & wind if exposed |
| Storage Location | Near fixing site, sheltered if possible |
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.
IS 3007 Part 2 — Laying Procedures (Clause 9.3)
Check purlin spacing and sheet length before laying to ensure:
Sheet orientation:
Laying suspension:
| Situation | No. of Bolts & Washers | Bolt Length |
|---|---|---|
| Horizontal (end) laps, eaves with filler, ridge with same bolt | Short: (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 bolt | 2 × (Sheets in one horizontal course) + 1 | Depth of purlin + 75 mm |
| Intermediate purlins without horizontal laps | (Sheets in one horizontal course) + 1 | Depth of purlin + 75 mm |
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.
IS 3007 (Part 2) - Safety Precautions Summary
| Safety Aspect | Specification |
|---|---|
| Shade Protection Sheets | 1.5 m sheets at ends + 3 m sheets on top |
| Wind Conditions | Suspend work during high winds |
| Dust Control | Use 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.
IS 3007 Part 2: Fixing and Fastening Key Points
| Working Process | Recommended Tools |
|---|---|
| Mitring | Hand saw, Scriber, *Jig saw, Nibbler, Band saw, Low speed circular saw |
| Cross cutting | Hand saw, *Jig saw, Nibbler, Low speed circular saw |
| Longitudinal cutting | Scriber, *Jig saw, Nibbler, Hand saw, Low speed circular saw |
| Cut-outs | *Jig saw, Hand saw, Low speed circular saw |
| Drilling | Hand or power-operated drill |
Note: Avoid high-speed circular saws.
| Situation | No. of Bolts & Washers | Bolt 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) + 1 | Depth of purlin + 75 mm |
| Intermediate purlins (no horizontal laps) | Sheets in one horizontal course + 1 | Depth of purlin + 75 mm |
flowchart LR
A[Select Fixing Accessories] --> B{Conform to IS 730?}
B -- Yes --> C[Choose Bolt Type & Length]
C --> D{P
IS 3007 Part 2: Cutting and Drilling of Sheets
| Working Process | Recommended Tools |
|---|---|
| Mitring | Hand saw, Scriber, *Jig saw, Nibbler, Band saw, Low speed circular saw |
| Cross cutting | Hand saw, *Jig saw, Nibbler, Low speed circular saw |
| Longitudinal cutting | Scriber, *Jig saw, Nibbler, Hand saw, Low speed circular saw |
| Cut-outs | *Jig saw, Hand saw, Low speed circular saw |
| Drilling | Hand or power operated drill |
* Other mechanical saws may be used with precautions; avoid high-speed circular saws.
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.
| Working Process | Recommended Tools |
|---|---|
| Mitring | Hand saw, Scriber, Jig saw, Nibbler, Band saw, Low speed circular saw |
| Cross cutting | Hand saw, Jig saw, Nibbler, Low speed circular saw |
| Longitudinal cutting | Scriber, Jig saw, Nibbler, Hand saw, Low speed circular saw |
| Cut-outs | Jig saw, Hand saw, Low speed circular saw |
| Drilling | Hand or power drill |
Note: Avoid high-speed circular saws for cutting sheets.
flowchart LR
A[Wall (Brick/Masonry)] -->|Upstand| B[Apron Flashing]
B -->|Lap over| C[Roof Sheeting]
B -->|Metal/Felt Over Flashing| A
C -->|Edge ≥
IS 3007 Part 2: Gutters and Rainwater Pipes - Key Points
[ D = \sqrt{\frac{4Q}{\pi V}} ]
Where:
| Roof Area (m²) | Gutter Width (mm) | Downpipe Diameter (mm) |
|---|---|---|
| Up to 50 | 100 | 75 |
| 50 - 100 | 150 | 100 |
| 100 - 200 | 200 | 150 |
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.
IS 3007 Part 2 - Expansion Joints Key Points
| Parameter | Specification |
|---|---|
| Max spacing between joints | 35 m |
| Minimum end lap | 150 mm |
| Lap stitching | Seam bolts if between purlins |
| Fixing accessories | Bituminous 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.
1. Inspection before laying sheets (Clause 9.3.1):
2. Fixing accessories (Clause 9.2.1):
3. Bolt and washer specifications (Table 2, Clause 9.2.7.1):
| Situation | No. of Bolts & Washers | Length of Bolt |
|---|---|---|
| Horizontal laps, eaves with filler, ridge with same bolt | Short: (# sheets in bolt horizontal course) + 2 Long: (# sheets in bolt course) - 1 | Depth of purlin + 75 mm (short), Depth of purlin + 90 mm (long) |
| Eaves without filler, ridge without same bolt | 2 × (# sheets in horizontal course) + 1 | Depth of purlin + 75 mm |
| Intermediate purlins (no horizontal laps) | (# sheets in horizontal course) + 1 | Depth of purlin + 75 mm |
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
IS 3007 Part 2: References and Related Standards
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.
IS 3007 (Part 2): Annexures Key Points
Referenced Indian Standards (Annex A)
| IS No. | Title |
|---|---|
| 459:1992 | Unreinforced corrugated & semi-corrugated asbestos cement sheets |
| 730:1978 | Hook bolts for corrugated sheet roofing |
| 1120:1975 | Coach screws |
| 2098:1997 | Asbestos cement building boards |
| 11769 (Part 1):1987 | Safe use guidelines for asbestos cement products |
Fixing Accessories (Clause 9.2.1 & Table 9.2)
| Process | Tools |
|---|---|
| Mitring | Hand saw, Scriber, Jig saw, Nibbler, Band saw, Low speed circular saw |
| Cross cutting | Hand saw, Jig saw, Nibbler, Low speed circular saw |
| Longitudinal cut | Scriber, Jig saw, Nibbler, Hand saw, Low speed circular saw |
| Cut-outs | Jig saw, Hand saw, Low speed circular saw |
| Drilling | Hand or power drill |
Fixing of Other Accessories (Clause 10.9)
Typical Fixing Details (Figures 21-23)
graph TD
A[Select Fixing Accessories] --> B[Check IS 730 Compliance]
B --> C[Choose Correct Tools]
C --> D{Working Process}
D -->|
Frequently Asked
Recommended Fixing Accessories for Semi-Corrugated Asbestos Cement Sheets (IS 3007 Part 2):
Key Notes:
Loading diagram...
This ensures weather-tight, durable roofing with proper accessory integration.
According to IS 3007 Part 2 (Clause 6.1.7), expansion joints in large asbestos cement roofs must:
Typical expansion joint details are shown in Figures 3, 4, and 5 for different sheet types (semi-corrugated, serrated ridge, northlight curve).
Loading diagram...
This ensures roof integrity and prevents damage from thermal expansion.
To minimize asbestos dust exposure during installation of asbestos cement sheets as per IS 3007 Part 2 and IS 11769 (Part 1):
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:
| Tool Type | Dust Emission Level | Recommended Use |
|---|---|---|
| Hand saw (wet) | Low | Small cuts, low dust |
| Power saw (wet) | Very low | Large cuts, high efficiency |
| Drilling (wet) | Low | Holes, minimal dust |
Loading diagram...
Follow these steps to ensure worker safety and minimize asbestos dust hazards during installation.
According to IS 3007 Part 2, Clause 6.1.6, the recommended minimum pitch for roofs using semi-corrugated asbestos cement sheets is:
If a roof pitch less than 18° is necessary:
| Roof Pitch | End Lap Length | Additional Measures |
|---|---|---|
| ≥ 18° (Normal) | 150 mm | Standard laps, normal sealing |
| < 18° (Low pitch) | > 150 mm | Increased laps, joint sealing |
This ensures watertightness and durability of the roof covering.
Loading diagram...
Key takeaway: Maintain at least 18° pitch for best performance; otherwise, increase laps and seal joints carefully.
According to IS 3007 Part 2, gutters and rainwater pipes installation should follow these key points:
Gutter Type:
Purlin Positioning:
Material & Fixing:
Reference for Design:
Loading diagram...
Ensure gutters slope properly for drainage and pipes are adequately supported as per the standard.
Ask AI about any clause, requirement, or provision in IS 3007 Part 2. Get instant, clause-cited responses powered by our indexed library.
Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required