ROOF DRAINAGE SYSTEM DESIGN
This technical brochure outlines the gutter drainage performance for No1 Roofing & Building Supplies rainwater product systems. All calculations have been done in accordance with AS 2179, the Specification for Rainwater Goods Part 1, Metal shape or sheet, and AS 3500, Plumbing and Drainage Part 3, Stormwater drainage.
The tables available in pages 3, 4 & 5 (related to No.1 Quad Gutter, No.1 150 Half Round Gutter, and No.1 150 Flat Back Gutter respectively) present the number of downpipes required for a nominated roof catchment area, based on its plan roof area in square metres (areas of 100 to 250 sqm are provided).
The number of downpipes has been calculated based on a roof pitch of 23deg or less for each profile. Data is provided for nominated locations having taken into account the gutter capacity, local nominated rainfall intensity and roof slope (23deg).
OVERFLOW PROVISION
The National Construction Code (NCC) and reference standards, such as the ABCB Housing Provisions and AS/NZS 3500.3, require that measures be taken to prevent overow from roof drainage systems back into the roof or building structure. The overflow design is based on the 100year ARI 5 minute duration rainfall intensity.
Below are common methods for controlling overflow for all gutter profiles. Multiple methods may be needed to achieve compliance:
Slotted front gutters: A popular option that allows water to overflow through visible slots on the front face of the gutter.
Gap between fascia and gutter: Inserting a packer between the fascia and gutter back to create a drainage gap.
Non-continuous overflow outlets: As permitted by the NCC, including:
- Inverted downpipe drops at high points in the gutter, set below the fascia top.
- Lowered stop ends acting as weirs, often hidden at high points and incorporated into expansion joints.
- Rainheads with overflow weirs.
- Holes, slots, or weirs at downpipe locations.
Proprietary systems and trade solutions: Other commercial or custom-designed systems.
Other Alternative Building Design Methods:
- Unlined eaves: Suitable for some house designs, eliminating the overflow issue.
- Gutters set below fascia top: Ensuring sufficient clearance (freeboarding) between the gutter front and the fascia.
- Design for higher rainfall intensity: As required for internal box gutters.
- Back flashing: Possible with gutter support brackets that allow back flashing (e.g., external brackets).
Important Considerations:
The design and sizing of the selected overflow methods are the responsibility of the designer or installer. These must comply with the performance requirements set out in the NCC and relevant Australian Standards.
STRIPPABLE COATING
Some No.1 Roofing Rainwater products come with a protective, strippable coating that should be removed at the final stage of installation to protect the product during handling.
When fixing, the coating can be carefully peeled back in specific areas, such as around fastenings and joints. Once installation is complete, the entire coating should be removed.
Important: Do not leave the coating exposed to direct sunlight for more than a week, as prolonged exposure can make it difficult to remove.
DISCLAIMER
This document is designed to assist all trades and professionals involved in specifying and installing our products and should not replace professional judgement. Terms and conditions of sale can be found at our website.
To the extent permitted by law, our company will not be liable for any direct or indirect loss or damage (including, but not limited to, consequential loss or damage such as loss of profit, loss of use, damage to goodwill, and delays) arising from the use of this publication, regardless of the cause (including breach of contract, negligence, or statutory breach).