Difference between revisions of "8.4 - Standard end laps"
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| − | + | Where the roof is laid to falls, the top flange of the supports must also be laid to falls. | |
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| + | At junctions in sheet ends, the roof sheets should be overlapped by a minimum of 75mm. | ||
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| + | The typical bearing and standard end lap details are shown in Fig. 8.4a. | ||
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| + | [[File:8.4a.jpg|400px]] | ||
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| + | [[File:8.4b.jpg|400px]] | ||
Revision as of 12:48, 25 January 2017
Back to main Contents page
Where the roof is laid to falls, the top flange of the supports must also be laid to falls.
At junctions in sheet ends, the roof sheets should be overlapped by a minimum of 75mm.
The typical bearing and standard end lap details are shown in Fig. 8.4a.
Other items within 8.0 - Design - Roof deck:-
- 8.0 - Design - Roof deck
- 8.1 - Quality
- 8.2 - Spans
- 8.3 - Loads
- 8.4 - Standard end laps
- 8.5 - Extended end laps
- 8.6 - Raking supports and cutting
- 8.7 - Cantilevers
- 8.8 - Sheet lengths
- 8.9 - Fire rating
- 8.10 - Durability
- 8.11 - Acoustics
- 8.12 - Airtightness
- 8.13 - Fixing specification
- 8.14 - Non-fragility
- 8.15 - Diaphragm design
- 8.16 - Protex® warranted insulated system
- 8.17 - Aesthetics
