Installation Guide / SolarRoof Terracotta Tile
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Code-Compliant Planning and Installation Guide V 1.0 - Complying with AS/NZS1170.2-2011 AMDT 2-2016
- Certification -
October 2020 | Page 20
Note 8. For Terrain Category (TC) definition, please refer to clause 4.2.1 of AS/NZS 1170.2:2011
(R2016).
Note 9. The installed frame must comply with the clamping zone of the PV Panel.
Note 10. Capacities checked and compared against testing data from Clenergy Australia and MTS
(NATA certified).
Note 11. Maximum permitted rail overhang of 40%.
Note 12. For the definition of roof zones, refer to Appendix D6 of the AS/NZS 1170.2:2011 (R2016)
standard.
Note 13. This Engineering report is based on 2 m x 1 m panels and two rails per panel. However, a
percentage increase could be applied on all interface spacings as shown on the following table.
Number of rails per panel Panel length / width (mm)
S/-
2 rails
< 1700/ <1100
+ 8 %
3 rails
< 1700/ <1100
+ 12 %
4 rails
< 1700 / <1100
+ 15 %
2 rails
< 2000/ <1100
0 %
3 rails
< 2000/ <1100
+ 10 %
4 rails
< 2000/ <1100
+ 12 %
2 rails
< 2100/ <1100
- 10 %
3 rails
< 2100/ <1100
+ 6 %
4 rails
< 2100/ <1100
+ 10 %
2 rails
< 2200/ <1100
- 13 %
2 rails
< 2200/ <1200
- 20 %
Note 14. From the date of publication onwards, any amendment made to any of the above-mentioned
Standards will make this report outdated and a new one will have to be released, unless the
amendment has no implications on this certificate.
Note 15. No consideration has been taken on the effect that the solar panel will have over the roof
structure. It has been assumed that the roof will be able to resist the additional loadings imposed by
the installation of the solar panels in conjunction with the Clenergy Mounting System.
Note 16. All components from Clenergy must be installed according to manufacturer's specification
and the instructions shown in the relevant installation manual. Please check the Clenergy Australia
website or contact them for access to the most recent installation manuals.
Note 17. No consideration has been taken on the effect of snow loads. In case the roof is located in
a snow prone area, a special design must be made.