Difference between revisions of "8.13 - Fixing specification"
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| − | + | The fixing options selected depend on the function they perform and supports to which they are being installed. | |
| − | + | '''Hot Rolled Steel Sections:''' | |
| + | : • Shot-fired Hilti X-ENP-19 L15 | ||
| + | : • 5.5mm carbon steel drill screws, or stainless steel for more aggressive environments | ||
| + | |||
| + | '''Cold-formed Steel Purlins:''' | ||
| + | : • 5.5mm carbon steel drill screws, or stainless steel for more aggressive environments | ||
| + | |||
| + | '''Timber and/or Glulam Beams:''' | ||
| + | : • 6.5mm stainless steel screws | ||
| + | |||
| + | '''Side stitching of sheets and/or flashings:''' | ||
| + | : • 4.8mm carbon steel drill screws, or stainless steel for more aggressive environments | ||
| + | |||
| + | |||
| + | '''Note:''' The above fixing types and centres (from Table 8.14a) will need specific checks for any uplift or diaphragm design required. This may result in a different fixing type or spacing being required to suit the design situation. For all fixing checks carried out, the performance data for the fixings should be tested in accordance with ECCS publication No. 124. | ||
Revision as of 12:57, 25 January 2017
Back to main Contents page
The fixing options selected depend on the function they perform and supports to which they are being installed.
Hot Rolled Steel Sections:
- • Shot-fired Hilti X-ENP-19 L15
- • 5.5mm carbon steel drill screws, or stainless steel for more aggressive environments
Cold-formed Steel Purlins:
- • 5.5mm carbon steel drill screws, or stainless steel for more aggressive environments
Timber and/or Glulam Beams:
- • 6.5mm stainless steel screws
Side stitching of sheets and/or flashings:
- • 4.8mm carbon steel drill screws, or stainless steel for more aggressive environments
Note: The above fixing types and centres (from Table 8.14a) will need specific checks for any uplift or diaphragm design required. This may result in a different fixing type or spacing being required to suit the design situation. For all fixing checks carried out, the performance data for the fixings should be tested in accordance with ECCS publication No. 124.
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
