Siphonic Drain - Cast In Building Codes & Rules


- Siphonic Drain - Cast In : Tools™ simplifies the National Construction Code (NCC) with interactive graphics, including deemed to comply & best practices.


Localised Fall

Fall

Anchoring

Fin

AS/NZS 3500.3:2021, 6.3.4

≥ 1:100AS/NZS 3500.3:2021, 6.3.4

M

Localised Fall

AS/NZS 3500.3:2021, M.12 (a) (i)

1:60AS/NZS 3500.3:2021, M.12 (a) (i)

AS/NZS 3500.3:2021, M.12 (a) (i)

1:60AS/NZS 3500.3:2021, M.12 (a) (i)

Fall

M

- copy

M

- copy - copy

Sealant

M

Sheet Membrane

M

Column

Tape

M

M

AS 3740:2021, 4.3.2

50AS 3740:2021, 4.3.2

M

AS 3740:2021, 2.3.1

≥ 1:100AS 3740:2021, 2.3.1

Fall

Fall

AS/NZS 3500.2:2021, 10.2.1

≤ 1.2mAS/NZS 3500.2:2021, 10.2.1

SS Cast in Outlet

De Bond Zone

AS/NZS 3500.2:2021, 2.3

Compressible Materials

AS 3740:2021, 4.10

35AS 3740:2021, 4.10

Substrate

Gravel Ring

Spiggot

Anchoring

Fin

Acoustic Insulation


  • Service not chased into separation walls[1]
  • Access required if installed into a separation wall[2]


Sound Insulation RATINGS


NCC 2022 V2


All Building Classes


NCC 2022 F7D7 [2019 F5.6]


May 2023



NCC 2022 Vol 1, F7D7

  • Must be separated from the rooms if passing through more than one SOUNCC 2022 Vol 1, F7D7
  • Rw + Ctr 40 if adjacent room is habitable
  • Rw + Ctr 25 if adjacent room is non-habitable or a kitchen

Downpipes ACOUSTIC


NCC 2022 V2


Class 1 & 10a


NCC 2022 10.7.4 [2019 3.8.6.5]


May 2023



NCC 2022 HP, 10.7.4 (1)

NCC 2022 HP, 10.7.4 (2)

  • Service not chased into concrete or masonry separation wallsNCC 2022 HP, 10.7.4 (1)
  • If installed into a separation wall a door or panel is required for accessNCC 2022 HP, 10.7.4 (2)
  • Not in habitable rooms
  • Firmly fixed with frame or rebate overlap ≥ 10mm
  • ≥ 33mm wood, plasterboard, or blockboard
  • ≥ 9mm compressed fibre reinforced cement sheeting 
  • 24.4kg/m² for other suitable materials

NCC 2022 HP, 10.7.4 (1)

NCC 2022 HP, 10.7.4 (2) (a)

Downpipes


  • Compatible materials[1]
  • Securely attached[2]
  • Spacing depending on material[3]
  • As close as possible to supporting structure[4]
  • Clearance from any electrical, gas pipes & pipeworks[5]
  • Access provided[6]
  • Clear of any structural elements[7]


Water & Air TESTING


NCC 2022 V1


All Building Classes


NCC 2022 F1D3, H2D2, H2D6, & HP7.4

[2019 F1.1, 3.1.3.0 - 3.1.3.1, 3.5.1 - 3.5.5]


May 2023



AS/NZS 3500.3:2021, 9.4.1

AS/NZS 3500.3:2021, 9.4.2

NCC 2022 Vol 1, F1D3

NCC 2022 Vol 2, H2D2

NCC 2022 Vol 2, H2D6

NCC 2022 HP, 7.4

Metal or PVC Pipes PROS & CONS


NCC 2022 V1


  • Metal pipes
  • Durable but can corrode over time
  • UV resistant
  • Heavy weight
  • Expensive
  • PVC Pipes
  • Light weight
  • Easier to work with and replaceable
  • Non-durable since they deform permanently with extreme weather changes
  • Less costly

Metal or PVC Pipes PROS & CONS


NCC 2022 V1


  • Metal pipes
  • Durable but can corrode over time
  • UV resistant
  • Heavy weight
  • Expensive
  • PVC Pipes
  • Light weight
  • Easier to work with and replaceable
  • Non-durable since they deform permanently with extreme weather changes
  • Less costly


Downpipes INSTALLATION


NCC 2022 V1


All Building Classes


NCC 2022 F1D3, H2D2, H2D6, & HP7.4

[2019 F1.1, 3.1.3.0 - 3.1.3.1, 3.5.1 - 3.5.5]


May 2023



NCC 2022 Vol 1, F1D3

NCC 2022 Vol 2, H2D2

NCC 2022 Vol 2, H2D6

NCC 2022 HP, 7.4

AS/NZS 3500.3:2021, 4.5.6 (a)

AS/NZS 3500.3:2021, 4.5.6 (b)

Downpipes SUPPORT


NCC 2022 V1


All Building Classes


NCC 2022 F1D3, H2D2, H2D6, & HP7.4

[2019 F1.1, 3.1.3.0 - 3.1.3.1, 3.5.1 - 3.5.5]


May 2023



AS/NZS 3500.3:2021, 4.9.6.2

AS/NZS 3500.3:2021, 4.9.2

NCC 2022 Vol 1, F1D3

NCC 2022 Vol 2, H2D2

NCC 2022 Vol 2, H2D6

NCC 2022 HP, 7.4

Metal or PVC Pipes PROS & CONS


NCC 2022 V2


  • Metal pipes
  • Durable but can corrode over time
  • UV resistant
  • Heavy weight
  • Expensive
  • PVC Pipes
  • Light weight
  • Easier to work with and replaceable
  • Non-durable since they deform permanently with extreme weather changes
  • Less costly

AS/NZS 3500.3:2021, 2.2

AS/NZS 3500.3:2021, 4.9.2 (b)

AS/NZS 3500.3:2021, 4.9.6.2

AS/NZS 3500.3:2021, 4.5.6 (a) (iii)

AS/NZS 3500.3:2021, 4.5.6 (b) (iii) (A)

AS/NZS 3500.3:2021, 4.5.6 (d)

AS/NZS 3500.3:2021, 6.2.6

Membrane


  • Seaming & adhesion according to membrane type[1]
  • Connected to Stormwater Drainage[2]
  • Exposed & Protected System[3]


Membrane SELECTION


NCC 2022 V1


All Building Classes


NCC 2022 F1D5, H2D8, & HP10.2 [2019 F1.4, 3.8.1.2, 3.8.1.3]


May 2023



NCC 2022 Vol 1, F1D5

NCC 2022 Vol 2, H2D8

NCC 2022 HP, 10.2.1

AS 4654.1:2012, 1.5 (a)

AS 4654.1:2012, 1.5 (b)

Laying Membrane Lap RULES


NCC 2022 V1


All Building Classes


NCC 2022 F1D5, H2D8, & HP10.2 [2019 F1.4, 3.8.1.2, 3.8.1.3]


May 2023



NCC 2022 Vol 1, F1D5

NCC 2022 Vol 2, H2D8

NCC 2022 HP, 10.2.1

AS 4654.2:2012, 2.6.1

  • Building elements in Wet Areas to be Waterproof or Water Resistant to the NCCNCC 2022 Vol 1, F1D5NCC 2022 Vol 2, H2D8NCC 2022 HP, 10.2.1
  • Seaming & adhesion according to membrane typeAS 4654.2:2012, 2.6.1
  • Bituminous sheet membrane
  • ≥ 70mm side laps bonded
  • ≥ 150mm end laps staggered & bonded
  • Synthetic rubber
  • Factory vulcanized joints 
  • ≥ 40mm overlapped
  • Field joints 
  • ≥ 50mm overlapped on side laps & 
  • ≥ 100mm on staggered end laps 
  • Flexible polymer sheet
  • Welded seams 
  • ≥ 40mm overlapped
  • Field welded joints for insulation board 
  • ≥ 100mm overlapped & 
  • ≥ 75mm for other instances
  • ≥ 100mm wide overlapping tape for all joining with end laps staggered

AS 4654.2:2012, 2.6

AS 4654.2:2012, 2.10

AS 4654.2:2012, 1.5

Substrate


  • Smooth, clean, dry & dust free surface[1]


Substrate PREPARATION


NCC 2022 V1


  • Falls formed in the substrate directing water towards FW
  • ≥ 1 : 80 fall to shower area
  • Class 2 concrete finish
  • Well compacted
  • Rounded / arrised / filleted edges
  • No sharp edges, no back of the shovel finish, no un-vibrated areas

Substrate FALLS


NCC 2022 V1


All Building Classes


NCC 2022 F1D5, H2D8, & HP10.2 [2019 F1.4, 3.8.1.2, 3.8.1.3]


May 2023



NCC 2022 Vol 1, F1D5

NCC 2022 Vol 2, H2D8

NCC 2022 HP, 10.2.1

AS 4654.2:2012, 2.5.2

Substrate PREPARATION


NCC 2022 V1


All Building Classes


NCC 2022 F1D5, H2D8, & HP10.2 [2019 F1.4, 3.8.1.2, 3.8.1.3]


May 2023



NCC 2022 Vol 1, F1D5

NCC 2022 Vol 2, H2D8

NCC 2022 HP, 10.2.1

AS 4654.2:2012, 2.5.3.1

  • Building elements in Wet Areas to be Waterproof or Water Resistant to the NCCNCC 2022 Vol 1, F1D5NCC 2022 Vol 2, H2D8NCC 2022 HP, 10.2.1
  • All surfaces to be prepared for Waterproofing System adhesionAS 4654.2:2012, 2.5.3.1
  • Smooth, dust-free, clean & dry surface
  • Fill voids
  • Grind smooth any protrusions
  • Free of formwork deformity
  • Prime substrate to prohibit pin-holing during the membrane curing process
  • Moisture test & apply primer as per Manufacturer's Recommendations

Substrate PREPARATION


NCC 2022 V1


Substrate PREPARATION


NCC 2022 V1


  • Falls formed in the substrate directing water towards FW
  • ≥ 1 : 80 fall to shower area
  • Class 2 concrete finish
  • Well compacted
  • Rounded / arrised / filleted edges
  • No sharp edges, no back of the shovel finish, no un-vibrated areas

AS 4654.2:2012, 2.5.3.1

Insulation


  • Core Material[1]
  • 20mm to 300mm thickness
  • R-Value 1.4 to 9m²K/W


Anti-Condensation BEST PRACTICE


NCC 2022 V1


Anti-Condensation BEST PRACTICE


NCC 2022 V1


  • To prevent condensation on the underside of the slab due to the different air temperatures inside and outside the building
  • Reflective foil backed anti-condensation shall be provided
  • Mechanically fixed to the underside of the soffit

Anti-Condensation BEST PRACTICE


NCC 2022 V1


  • To prevent condensation on the underside of the slab due to the different air temperatures inside and outside the building
  • Reflective foil backed anti-condensation shall be provided
  • Mechanically fixed to the underside of the soffit


Insulation Core MATERIALS


NCC 2022 V1


All Building Classes


NCC 2022 J4D3 & Part 13.2.2 [2019 J1.2, 3.12.1.1]


May 2023



NCC 2022 Vol 1, J4D3 (1)

NCC 2022 HP, 13.2.2 (1)

HB 39:2015, B2.1


Insulation RULES


NCC 2022 V3


Class 1 & 10a


NCC 2022 Part 13.2.2 [2019: 3.12.1.1]


May 2023



NCC 2022 HP, 13.2.2

  • Insulation InstallationNCC 2022 HP, 13.2.2
  • Abuts or overlaps adjoining Insulation
  • Continuous Barrier
  • Fit firmly between supporting members
  • Maintain specified thickness
  • Installation should not interfere with safety or performance of services & fittings

HB 39:2015, B2.1

Floor Waste


  • Membrane connected to the stormwater drainage system[1]
  • Sump, inlet pit, grate, or cage installed to minimise debris blockage[2]


Water Collection BEST PRACTICE


NCC 2022 V1


Water Collection BEST PRACTICE


NCC 2022 V1


  • Water collected either by dishing the entire area to a drain point or by falling into a gutter
  • Drain central located
  • Shorter falls
  • Less slab thickness required to form falls
  • Gutter controlling the direction of the water flow towards drain point

Membrane CONNECTION


NCC 2022 V2


All Building Classes


NCC 2022 F1D5, H2D8, & HP10.2 [2019 F1.4, 3.8.1.2, 3.8.1.3]


May 2023



AS 4654.2:2012, 2.10

NCC 2022 Vol 1, F1D5

NCC 2022 Vol 2, H2D8

NCC 2022 HP, 10.2.1

  • Building elements in Wet Areas to be Waterproof or Water Resistant to the NCCAS 4654.2:2012, 2.10NCC 2022 Vol 1, F1D5NCC 2022 Vol 2, H2D8
  • Membrane to Drain ConnectionNCC 2022 HP, 10.2.1
  • Membrane connected to the stormwater drainage system
  • Turndown into the inlet system, or
  • Membrane clamped or attached to a flange connection
  • Flange part of the inlet into the stormwater system or a separate item fitted on site
  • Sump, inlet pit, grate, or cage installed to minimise debris blockage
  • Inlet level should allow substrate drainage at membrane level

Water Collection BEST PRACTICE


NCC 2022 V1


  • Water collected either by dishing the entire area to a drain point or by falling into a gutter
  • Drain central located
  • Shorter falls
  • Less slab thickness required to form falls
  • Gutter controlling the direction of the water flow towards drain point

AS 4654.2:2012, 2.10

AS 4654.2:2012, 2.10

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