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Disclaimer

Although the information contained in this Code has been obtained from sources believed to be reliable, New Zealand Metal Roofing Manufacturers Inc. makes no warranties or representations of any kind (express or implied) regarding the accuracy, adequacy, currency or completeness of the information, or that it is suitable for the intended use.

Compliance with this Code does not guarantee immunity from breach of any statutory requirements, the New Zealand Building Code or relevant Standards. The final responsibility for the correct design and specification rests with the designer and for its satisfactory execution with the contractor.

While most data have been compiled from case histories, trade experience and testing, small changes in the environment can produce marked differences in performance. The decision to use a particular material, and in what manner, is made at your own risk. The use of a particular material and method may, therefore, need to be modified to its intended end use and environment.

New Zealand Metal Roofing Manufacturers Inc., its directors, officers or employees shall not be responsible for any direct, indirect or special loss or damage arising from, as a consequence of, use of or reliance upon any information contained in this Code.

New Zealand Metal Roofing Manufacturers Inc. expressly disclaims any liability which is based on or arises out of the information or any errors, omissions or misstatements.

If reprinted, reproduced or used in any form, the New Zealand Metal Roofing Manufacturers Inc. (NZMRM) should be acknowledged as the source of information.

You should always refer to the current online Code of Practicefor the most recent updates on information contained in this Code.

Scope

This Code of Practice provides requirements, information and guidelines, to the Building Consent Authorities, the Building Certifier, Specifier, Designer, Licensed Building Practitioner, Trade Trainee, Installer and the end user on the design, installation, performance, and transportation of all metal roof and wall cladding used in New Zealand.

The calculations and the details contained in this Code of Practice provide a means of complying with the performance provisions of the NZBC and the requirements of the Health and Safety at Work Act 2015.

The scope of this document includes all buildings covered by NZS 3604, AS/NZS 1170 and those designed and built under specific engineering design.

It has been written and compiled from proven performance and cites a standard of acceptable practice agreed between manufacturers and roofing contractors.

The drawings and requirements contained in this Code illustrate acceptable trade practice, but recommended or better trade practice is also quoted as being a preferred alternative.

Because the environment and wind categories vary throughout New Zealand, acceptable trade practice must be altered accordingly; in severe environments and high wind design load categories, the requirements of the NZBC will only be met by using specific detailing as described in this Code.

The purpose of this Code of Practice is to present both Acceptable Trade Practice and Recommended Trade Practice, in a user-friendly format to ensure that the roof and wall cladding, flashings, drainage accessories, and fastenings will:

  • comply with the requirements of B1, B2, E1 E2 and E3 of the NZBC;
  • comply with the design loading requirements of AS/NZS 1170 and NZS 3604 and with AS/NZS 1562;
  • have and optimised lifespan; and
  • be weathertight.

COP v23.12:Structure; Fastening-Pattern-Tables-Designs-Nzs-3604

3.10 Fastening Pattern Tables – Designs to NZS 3604 

Fastening Pattern Tables should be read in conjunction with the constraint of access and the span at which the point load will be the limiting factor.

The performance of profiled metal cladding depends on the profile shape, thickness of the metal, the span, and the fastening type and pattern. These values can be greatly enhanced by using load-spreading washers or thicker material.

3.10.1 G550 Steel Roof Fastening Pattern Tables 

3.10.1A Wind Speed as per NZS 3604:2011 Timber Framed Buildings

Windspeeds below are the maximum ultimate limit state wind speed for each wind zone.
L=Low wind speed of 32 m/sM=Medium wind speed of 37 m/s
H=High wind speed of 44 m/sVH=Very high wind speed of 50 m/s
EH=Extra high wind speed of 55 m/s  
SED=Specifc Engineering Design (not covered by NZS 3604)  

 

3.10.1B 0.40 mm Corrugate G550 Steel (Min Depth 16.5 mm)

 Wind zone as per NZS 3604
AccessSpan (m)LMHVHEH
Restricted 0.6C2C2C2C2C4
Restricted 0.9C2C2C3C4C4
 Non-Trafficcable1.2C3C3C4C5N/A

 

 

3.10.1D 0.55 mm Corrugated G550 Steel (Min Depth 16.5 mm)

 Wind zone as per NZS 3604
AccessSpan (m)LMHVHEH
Unrestricted0.6C2C2C2C2C2
Unrestricted0.9C2C2C2C2C3
Unrestricted1.2C2C2C3C3C4
Restricted1.5C2C2C3C4C4

 

3.10.1F 0.40 5 Rib Trapezoidal G550 Steel (Min Depth 27 mm)

 Wind zone as per NZS 3604
AccessSpan (m)LMHVHEH
Restricted0.65T25T25T25T25T2
Restricted0.95T25T25T25T35T3
Restricted1.25T25T25T35T45T4

 

3.10.1H 0.55 5 Rib Trapezoidal G550 Steel (Min Depth 27 mm)

 Wind zone as per NZS 3604
AccessSpan (m)LMHVHEH
Unrestricted0.65T25T25T25T25T2
Unrestricted0.95T25T25T25T25T3
Unrestricted1.25T25T25T25T35T3
Unrestricted1.55T25T25T35T35T4

 

3.10.1J 0.40 mm 6 Rib Trapezoidal G550 Steel (Min Depth 27 mm)

 Wind zone as per NZS 3604
AccessSpan (m)LMHVHEH
Unrestricted0.66T36T36T36T36T3
Unrestricted0.96T36T36T36T56T5
Unrestricted1.26T36T36T56T56T5

 

3.10.1L 0.55 mm 6 Rib Trapezoidal G550 Steel (Min Depth 27 mm)

 Wind zone as per NZS 3604
AccessSpan (m)LMHVHEH
Unrestricted0.66T36T36T36T36T3
Unrestricted0.96T36T36T36T36T3
Unrestricted1.26T36T36T36T36T3
Unrestricted1.56T36T36T36T56T5

 

3.10.2 Maximum Spans and Fastening Pattern for Corrugate Wall Cladding 

The maximum span for pan fastened wall cladding is generally governed by temporary deflection under load, rather than permanent deflection around the fastener.

3.10.2A Maximum Span for Wall Cladding: 5 Fasteners per Sheet (every second trough)

*Serviceability load governs 
The deflection criteria used in this table is span/120 + P/20, where P = the space between fasteners. Higher deflection limits may be acceptable in certain circumstances.
Wind ZoneLoad (kPa)*Maximum Spans
0.40 mm0.55 mm
Medium0.931.802.10
High1.321.501.80
Very High1.721.401.60
Extra High2.091.201.50
 

3.10.3 Aluminium Fastening Pattern Tables 

 

3.10.3A 0.70 mm H36 Corrugated Aluminium (Min Depth 16.5 mm)

AccessSpan (m)LowMedHighVery HighExtra High
Non-Trafficable0.9C3C3C3C3C3
Non-Trafficable1.2C3C3C3C4C4

 

3.10.3C 0.90 H36 Corrugated Aluminium (Min Depth 16.5 mm)

AccessSpan (m)LowMedHighVery HighExtra High
Unrestricted0.6C3C3C3C3C3
Restricted0.9C3C3C3C3C3
Restricted1.2C3C3C3C3C3

 

3.10.3E 0.70 mm H36 Trapezoidal 5 Rib Aluminium (Min Depth 27 mm)

AccessSpan (m)LowMedHighVery HighExtra High
Restricted0.65T25T25T25T25T2
Restricted0.95T25T25T25T45T4

 

3.10.3G 0.90 mm H36 Trapezoidal 5 Rib Aluminium (Min Depth 27 mm)

AccessSpan (m)LowMedHighVery HighExtra High
Unrestricted0.65T25T25T25T25T2
Unrestricted0.95T25T25T25T25T2
Unrestricted1.25T25T25T25T25T2
Restricted1.55T25T25T25T25T4