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 Drainage Systems to comply to the NCCAS/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 SystemNCC 2022 Vol 2, H2D6 Materials compatible with Roof Drainage System Securely attached to building structure to prevent movements No other service attached protected against corrosion SpacingNCC 2022 HP, 7.4 ≤ 2000mm for aluminium alloys downpipes≤ 3000mm for cast iron, ductile cast iron, copper, copper alloys, galvanized and stainless steel downpipes≤ 4000mm for FRC & GRP downpipesAS 2032 compliant for PVC downpipes AS 2033 compliant for PE downpipes 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, F1D5 NCC 2022 Vol 2, H2D8 NCC 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 & bondedSynthetic rubber Factory vulcanized joints ≥ 40mm overlappedField joints ≥ 50mm overlapped on side laps & ≥ 100mm on staggered end laps Flexible polymer sheet Welded seams ≥ 40mm overlappedField welded joints for insulation board ≥ 100mm overlapped & ≥ 75mm for other instances≥ 100mm wide overlapping tape for all joining with end laps staggeredAS 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 finishWell 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, F1D5 NCC 2022 Vol 2, H2D8 NCC 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 finishWell 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 thicknessR-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, 2.10 NCC 2022 Vol 1, F1D5 NCC 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 Redirecting... (5)
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