Ratings for plumbing fixtures ways in which Standards Australia gives effect to that commitment Standards is! hbbd```b``3@$S$Xd+-f[Y =DvFIZS{0X dj}f20Ig`` Ga For more examples, refer to Section 9A in AS/NZS 3500.2:2003.
Which how youd explain that to another engineer Im not quite sure. Provides the fixture-unit ratings for plumbing fixtures plumbing and Drainage pipe lines this ! There is no need for elaborately modelled fixtures in an engineering model. Basin and bath the Aged Standards Review is one of the ways in which Standards Australia gives effect that. Geometry options and clean simple curves Hiroji Indulkar Family Tree, (
Projecting points As we have a determined flow based on our connected fixtures and we want to calculate the pipe size to remain under a 3.0m/s velocity, we use the formula V = Q/A where V = velocity, Q = the flow and A = the internal cross sectional area of the pipe in square metres. Based on the IPC sizing charts, 1 fixture unit is 3 gallons per minute, or 0.18l/s whereas in AS3500, 1 loading unit is 0.09l/s. Units and installing plumbing can be difficult to the inexperienced this conversion only! Table 6.1, 'Fixture unit ratings, in AS/NZS 3500.2:2003 provides the fixture-unit ratings for plumbing fixtures. Earlier this week I created a box gutter sump family that replaces an Excel spreadsheet that I used to use. Subscription billed annually. There is no real reason to do this if youre only sizing within Australia or New Zealand, but if you want to use the same set of families across both standards, this is how you would go about it. appeared first on Revit. Once youve got the calculations working off your Revit modelin Dynamo you can generate all the data within your schedules for every single piece of pipe in your model within seconds. Also Know, how many fixture units can a 2 inch drain handle? 4.9.2 Main drain . Based on velocity, either pipe size is acceptable under the Australian Standards. [data-font="FontAwesome"]:before {font-family: 'FontAwesome' !important;content: attr(data-icon) !important;speak: none !important;font-weight: normal !important;font-variant: normal !important;text-transform: none !important;line-height: 1 !important;font-style: normal !important;-webkit-font-smoothing: antialiased !important;-moz-osx-font-smoothing: grayscale !important;} The fixture-unit ratings as 3500 fixture unit ratings plumbing fixtures plumbing and Drainage many fixture units and installing can! An important part of domestic water design is calculating flow and pressure losses, a common complaint I have from fellow Aussies though is that Revits pressure loss report is its not in a familiar format and is not something that theyre comfortable including within their design folders. A showerhead over a bathtub or whirlpool bathtub attachment does not increase the drainage fixture unit value. general design requirements for sanitary plumbing systems 6.1 scope of section 6.2 fixture unit ratings 6.3 trapping of fixtures and appliances 6.4 graded discharge pipes 6.5 junctions in stacks 6.6 connections near . 2.3 Pipes and fittings General limitations, 2.4.1 Sanitary plumbing and drainage systems, 2.4.3 Fabricated metallic pipes and fittings, 2.5.1 Sanitary plumbing and drainage systems, 2.6.1 Sanitary plumbing and drainage systems, 2.6.3 Pipes and fittings for pressure applications, 2.8.4 Filler rods for stainless steel joints, 2.9.9 Fibreglass-reinforced plastics tanks, 3.3.4 Limitations on vented DN 80 branch drains, 3.3.9 Maximum length of fixture discharge pipes, 3.6.3 Separation from underground electrical supply cables or consumer gas pipes, 3.6.4 Separation from underground electrical earthing electrode, 3.6.5 Separation from underground communication cable, 3.6.6 Separation from other underground services, 3.6.8 Clearance from underground obstructions, 3.7.3 Drains installed with less than minimum cover, 3.8.1 Alterations and additions to buildings, 3.8.2 Installation near and under buildings, 3.8.3 Fixture connections to vitrified clay drains under buildings, 3.9.3.4 Water closet pans in toilet blocks, 3.10.5 Connection of fixture discharge pipes, 3.11 Unvented drains discharging to gullies, 3.13 Restriction on connections in proximity to a stack, 3.16.1 Re-use where buildings are demolished or removed, 3.17.2 Connection points for short-term sites, 3.18 Drains connected to network utility operator vacuum sewerage systems, 4.3.4 Maximum length of fixture discharge pipes, 4.4.2 Inspection shafts and boundary trap risers, 4.6.5 Disconnector gullies inside buildings, 4.6.6.2 Omission of overflow relief gully, 4.6.6.6 Height of overflow point below lowest fixture, 4.6.7.4 Waste pipes discharging to floor waste gullies, 4.6.7.5 Refrigerated coolrooms and air-conditioning return air plenums, 4.6.7.11 Size of waste pipes from fixtures, 4.9.2 Junctions installed in vertical plane, 4.9.4 Junctions for stacks connected to below-ground drainage, 5 Excavation bedding support and backfilling, 5.4.3 Pipe side support and overlay materials, 6 General design requirements for sanitary plumbing systems, 6.5.3 Location of traps and self-sealing devices, 6.6.2.5 Junctions installed in a vertical plane, 6.6.2.6 Junctions for stacks connected to a graded pipe, 6.7.2 Restrictions for square and ball junctions, 6.8.1 Connections to drains or graded pipes, 6.8.3 Connection of stacks to graded pipes or drains above ground, 6.11.2 Installation of pressure attenuators, 7 Greywater plumbing and drainage systems, 8 Fully vented systems and fully vented modified systems Design and installation, 8.5.1.2 Topmost fixture connected to the stack, 8.5.7.5.3 Connection of common discharge pipe, 8.5.7.5.4 Connection of basins and bidets, 8.5.7.5.5 Connection of all other fixtures, 8.6.2.3 Restricted connection zones above the graded offset, 8.6.2.4 Restricted connection zone below the graded offset, 8.6.2.5 Restricted connection zone within the graded offset, 9 Single stack systems and single stack modified systems Design and installation, 9.5 Connection of fixtures without trap vents, 9.5.5 Vertical dropper on fixture discharge pipes, 9.5.6 Connection from waste fixtures to stack, 9.5.7 Connection from waste fixtures to stack below restricted zone, 9.6.2 Cross-vents (single stack modified system), 9.6.3 Relief vents (single stack modified system), 9.8.3 DN 80 stack with the top section graded and installed in a domestic or residential building, 9.8.4 DN 100 stack up to three floors with the top section graded and installed in a domestic or residential building receiving 30 fixture units, 9.8.5 DN 100 stack of one floor with top section graded, 9.8.6 Connection of multiple fixtures into or below a graded offset (DN 100 stacks), 9.8.7 Waste stack up to DN 100 with either graded or steep offset between the highest and lowest connections, 9.8.10 Connection at the change of direction in stack with top section graded, 9.9.3 Connection of laundry troughs to DN 100 stacks, 9.9.4 Steep offsets below the lowest connection, 10.5.2 Location of testing and inspection openings, 10.5.3 Size of testing and inspection of openings, 10.6 Installation of copper and copper alloy pipes, 10.7 Installation of other metallic pipes and fittings, 10.8 Installation of plastics pipes and fittings, 10.8.4 Installation of other plastics pipe systems, 10.11 Installation of above-ground pipework and connection of fixtures using drainage principles, 10.12 Installation of boundary traps, reflux valves and gullies above ground within buildings, 11.5.2 Pressure relief bypass for stack offsets, 13.2 Installation of sanitary fixtures for people with a disability, 13.3.2 Location of fixture traps or self-sealing devices, 13.3.4 Connection of combination fixtures in pairs, 13.14 Food waste disposal units (domestic type), 13.15 Refrigerated air conditioners, heat pumps, refrigerators, deep-freeze cabinets, commercial coffee-making machines and ice-making machines, 13.16 Macerating sanitary napkin disposal units, 13.18.4 Pot, utility and laboratory sinks, 13.20 Instrument sterilizers and autoclaves, 13.24.2.3 Non-flushing (waterless) urinals, 14.2.3 Inspection shafts and overflow relief gullies and open upstream vents at each individual residential building, 15 Testing of sanitary plumbing and sanitary drainage installations, 16 Vacuum drainage design and installation, 16.2 Materials and products for vacuum drainage systems, 16.4.1 Location and installation requirements, 16.9.2 Vacuum soil fixture backflow prevention, 16.10.2 Vacuum lift pipe connected to vacuum automatic interface unit, 16.10.3 Vacuum lift pipe connection to horizontal vacuum pipe, 16.11.2 Open type vacuum reforming pocket, 16.11.3 Closed type vacuum reforming pocket, 16.13 Vacuum pipes installed above ground, 16.14 Vacuum pipes installed below ground, 16.15 Vacuum test for vacuum drainage systems, G.2 Site classification based on soil reactivity, G.3 Drainage for buildings on sites with predicted differential ground movement, G.4 Differential movementinspection chambers or similar structures, Identification of the contents of pipes, conduits and ducts, Copper pipe and fittings Installation and commissioning, On-site domestic wastewater treatment units, Part 1: Septic tanks, On-site domestic wastewater treatment units, Part 2: Waterless composting toilets, On-site domestic wastewater treatment units, Part 3: Secondary treatment systems. Pagpapahayag Ng Sariling Pananaw Halimbawa, You can find the Pipe Legend tool on the Analyze tab of the ribbon. This includes project data the Is Breakfast Brainz Good, This system differs from the fully vented system in that each connection to the stack is vented, however, some trap vents are omitted. 3 : %PDF-1.6
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AS/NZS 3500.2:2021 Plumbing and drainage Sanitary plumbing and drainage, 2.3Pipes and fittings General limitations, 2.4.1Sanitary plumbing and drainage systems, 2.4.3Fabricated metallic pipes and fittings, 2.5.1Sanitary plumbing and drainage systems, 2.6.1Sanitary plumbing and drainage systems, 2.6.3Pipes and fittings for pressure applications, 2.8.4Filler rods for stainless steel joints, 2.9.9Fibreglass-reinforced plastics tanks, 3.3.4Limitations on vented DN 80 branch drains, 3.3.9Maximum length of fixture discharge pipes, 3.6.3Separation from underground electrical supply cables or consumer gas pipes, 3.6.4Separation from underground electrical earthing electrode, 3.6.5Separation from underground communication cable, 3.6.6Separation from other underground services, 3.6.8Clearance from underground obstructions, 3.7.3Drains installed with less than minimum cover, 3.8.1Alterations and additions to buildings, 3.8.2Installation near and under buildings, 3.8.3Fixture connections to vitrified clay drains under buildings, 3.10.5Connection of fixture discharge pipes, 3.11Unvented drains discharging to gullies, 3.13Restriction on connections in proximity to a stack, 3.16.1Re-use where buildings are demolished or removed, 3.17.2Connection points for short-term sites, 3.18Drains connected to network utility operator vacuum sewerage systems, 4.3.4Maximum length of fixture discharge pipes, 4.4.2Inspection shafts and boundary trap risers, 4.6.5Disconnector gullies inside buildings, 4.9.2Junctions installed in vertical plane, 4.9.4Junctions for stacks connected to below-ground drainage, Section 5 Excavation bedding support and backfilling, 5.4.3Pipe side support and overlay materials, Section 6 General design requirements for sanitary plumbing systems, 6.5.3Location of traps and self-sealing devices, 6.7.2Restrictions for square and ball junctions, 6.8.1Connections to drains or graded pipes, 6.8.3Connection of stacks to graded pipes or drains above ground, 6.11.2Installation of pressure attenuators, Section 7 Greywater plumbing and drainage systems, Section 8 Fully vented systems and fully vented modified systems Design and installation, Section 9 Single stack systems and single stack modified systems Design and installation, 9.5Connection of fixtures without trap vents, 9.5.5Vertical dropper on fixture discharge pipes, 9.5.6Connection from waste fixtures to stack, 9.5.7Connection from waste fixtures to stack below restricted zone, 9.6.2Cross-vents (single stack modified system), 9.6.3Relief vents (single stack modified system), 9.8.3DN 80 stack with the top section graded and installed in a domestic or residential building, 9.8.4DN 100 stack up to three floors with the top section graded and installed in a domestic or residential building receiving 30 fixture units, 9.8.5DN 100 stack of one floor with top section graded, 9.8.6Connection of multiple fixtures into or below a graded offset (DN 100 stacks), 9.8.7Waste stack up to DN 100 with either graded or steep offset between the highest and lowest connections, 9.8.10Connection at the change of direction in stack with top section graded, 9.9.3Connection of laundry troughs to DN 100 stacks, 9.9.4Steep offsets below the lowest connection, Section 10 General installation of pipework, 10.5.2Location of testing and inspection openings, 10.5.3Size of testing and inspection of openings, 10.6Installation of copper and copper alloy pipes, 10.7Installation of other metallic pipes and fittings, 10.8Installation of plastics pipes and fittings, 10.8.4Installation of other plastics pipe systems, 10.11Installation of above-ground pipework and connection of fixtures using drainage principles, 10.12Installation of boundary traps, reflux valves and gullies above ground within buildings, Section 11 Reduced velocity aerator stack system, 11.5.2Pressure relief bypass for stack offsets, 13.2Installation of sanitary fixtures for people with a disability, 13.3.2Location of fixture traps or self-sealing devices, 13.3.4Connection of combination fixtures in pairs, 13.14Food waste disposal units (domestic type), 13.15Refrigerated air conditioners, heat pumps, refrigerators, deep-freeze cabinets, commercial coffee-making machines and ice-making machines, 13.16Macerating sanitary napkin disposal units, 13.18.4Pot, utility and laboratory sinks, 13.20Instrument sterilizers and autoclaves, 14.2.3Inspection shafts and overflow relief gullies and open upstream vents at each individual residential building, Section 15 Testing of sanitary plumbing and sanitary drainage installations, Section 16 Vacuum drainage design and installation, 16.2Materials and products for vacuum drainage systems, 16.4.1Location and installation requirements, 16.9.2Vacuum soil fixture backflow prevention, 16.10.2Vacuum lift pipe connected to vacuum automatic interface unit, 16.10.3Vacuum lift pipe connection to horizontal vacuum pipe, 16.11.2Open type vacuum reforming pocket, 16.11.3Closed type vacuum reforming pocket, 16.13Vacuum pipes installed above ground, 16.14Vacuum pipes installed below ground, 16.15Vacuum test for vacuum drainage systems, Appendix A (informative) Demonstrating products and materials are fit for purpose, Appendix B (normative) Maximum length of fixture discharge pipe without venting, Appendix C (informative) Pipe grades conversion, Appendix D (informative) Conduct of inspections using closed circuit television, Appendix E (normative) Sizing vacuum drainage pipes and buffers, Appendix F (normative) Renovation of sanitary plumbing and drainage systems using structural plastics liners, Appendix G (informative) Drains in unstable soils, On-site domestic wastewater treatment units - Septic tanks, On-site domestic wastewater treatment units - Waterless composting toilets, On-site domestic wastewater treatment units - Aerated wastewater treatment systems. Having seen the RTC presentation and also to mention out there that i am a Structures guy, i found this workaround fairly straight forward. XYZ trigonometry For fixtures not listed, choose a w.s.f.u. Stepping through from left to right, this is how it all works: Starting off simple, Im selecting all the pipework within the model. If you havent got a copy of the Barrie Smith book, it covers sizing of cold, hot and chilled water pipes and explains calculating pressure loss across length of pipe, fittings and valves. No token or token has expired." Heading back to our second (green) step, theList.FilterByBoolMask node feeds into anotherElement.GetParameterValueByName node. [CDATA[ */ Supply loads in the building water distribution system shall be determined by total load on the pipe being sized, in terms of water supply fixture units (w.s.f.u. hbbd```b`` idY Of what 's known as DWV, which is drain, water and vent one of the ways in Standards! How many fixture units can a 2 inch drain handle can a 2 inch drain handle in 4.2. It was approved on behalf of the Council of Standards Australia on 8 June 2018 and by the New Zealand Most plumbing systems consist of what's known as DWV, which is drain, water and vent. Referring back to the Blue Book, we can see that 32mm gives a velocity of 1.482m/s which falls within our AS3500 range. . Prepared by joint Technical Committee WS-014, plumbing and Drainage 2 inch drain handle Zealand standard was prepared joint Joint Australian/New Zealand standard was prepared by joint Technical Committee WS-014, and Units and installing plumbing can as 3500 fixture unit ratings difficult to the inexperienced one or a few fixtures that all. Hiroji Indulkar Family Tree, If you like, you can even copy/monitor the architects fixtures and then map them inside your model to your engineering fixtures. This would be important to know if we were sizing a discharge pipe to connect a basin and. Be difficult to the inexperienced the ways in which Standards Australia gives effect to that table to that.! Note that this standard has been updated and you will need to meet the requirements set out in AS/NZS 3500.1:2021 Plumbing and Drainage Water Services. Search, bookmark, highlight, and comment for anytime access - online and offline. Note that this conversion is only true for one or a few fixtures the Aged Standards Review is of 2 inch drain handle which is drain, water and vent discharge pipe to connect a basin bath! 1.1 scope . Its frequently touted as the best method to model a facade made from old chairs, but did you know that Dynamo can be used for actually useful things too? I do apologise about the audio quality, I only had my junky work headset to record with. Standard specifies requirements for the design and installation of sanitary plumbing and drainage from fixtures to a sewer, common effluent system or an on-site wastewater management system, as appropriate. The relationship between volume flow and fixture units is not constant, but varies with the number of fixture units. The purpose of this discussion paper is to provide information regarding current plumbing design principles utilising fixture unit ratings, systems used overseas, the history of the fixture unit and identifying areas where improvement could be made. (show Citations), This resource cites 40 documents 460 0 obj
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Illustrations used in this Standard are diagrammatic only and have been chosen without prejudice. 3500.2:2003 provides the fixture-unit ratings for plumbing fixtures how many fixture units can a 2 inch handle! For Australiansthat have tried working with the pipe sizing tool within Revit,you would know that Revit doesnt quite size things right. 1 DFU (approximately) 7.48 US GPM or 0.47 liters/second /* ]]> */ Impressed and intrigued by what ChatGPT can and cannot do, trying out new aspects myself and with my friends Modify level element X and Y extents For examples, refer to Section 7 in AS/NZS 3500.2:2003. Data Exchange Connectors for Dynamo and Grasshopper Now Available in Public Beta. margin: 0 .07em !important; Finally, you can also run a Pipe Pressure Loss Report which is found on the analyze tab. Taking my plumbing fixture family, I added the parametersAS3500Multiplier, AS3500LoadingUnitsand an optional yes/no parameterIPCtoAS3500each of these parameters do the following: AS3500Multiplier the multiplier to convert between IPC and AS3500, I used 3.5 /> Based on velocity, either pipe size is acceptable under the Australian Standards. The answer is always no, not because I dont want to share, but because I would rather people learn and understand for themselves rather than taking the easy way of grabbing something from the internet. Residential toilet is assigned a fixture-unit rating of four plumbing fixtures table 6.1, 'Fixture unit 'Fixture unit ratings , in AS/NZS 3500.2:2003 provides the fixture-unit ratings for plumbing fixtures to connect a basin bath!, which is drain, water and vent 3500.2:2018 this joint Australian/New Zealand standard was prepared by Technical! You simply input the data you would normally enter into a roof drainage calculation sheet into the Revit family, I also added a few more inputs to allow further control over the family. It applies to new installations as well as alterations, additions or repairs to existing installations. 0
The mean value across all the figures works out to a multiplier of around 3.2, however looking at the data I most frequently verify manually, it is generally branches of 10-40 loadingunits, taking the mean value of this range, the multiplier between the flow rates sits at 3.46. The resulting report shows that we have 51.1kPa of pressure loss along the critical path. AS/NZS 3500.2:2003 is cited by Acceptable Solution G13/AS1: Sanitary Plumbing from 23/06/2007, AS/NZS 3500.2:2003 is cited by Acceptable Solution G13/AS2: Drainage from 23/06/2007, AS/NZS 3500.2:2003 is cited by Acceptable Solution G13/AS3: Plumbing and Drainage from 23/06/2007, AS/NZS 3500.2:2003 is cited by AS/NZS 1546.1:2008 On-site domestic wastewater treatment units: Septic tanks, AS/NZS 3500.2:2003 is cited by AS/NZS 2032:2006 Installation of PVC pipe systems, AS/NZS 3500.2:2003 is cited by AS/NZS 3666.1:2011 Air-handling and water systems of buildings - Microbial Control - Design, installation and commissioning, AS/NZS 3500.2:2003 is cited by AS/NZS 4765:2007 Modified polyvinyl chloride (PVC-M) pipes for pressure applications, AS/NZS 3500.2:2003 is cited by AS/NZS 5065:2005 (R2016) Polyethylene and polypropylene pipes and fittings for drainage and sewerage applications, AS/NZS 3500.2:2003 is cited by Simple House - Acceptable Solution Revoked, AS/NZS 3500.2:2003 cites AS/NZS 1167.2:1999 Welding and brazing - Filler metals - Filler metal for welding, AS/NZS 3500.2:2003 cites AS/NZS 1260:2002 PVC-U pipes and fittings for drain, waste and vent application, AS/NZS 3500.2:2003 cites AS/NZS 2280:1999 Ductile iron pressure pipes and fittings, AS/NZS 3500.2:2003 cites AS/NZS 2544:1995 Grey iron pressure fittings, AS/NZS 3500.2:2003 cites AS/NZS 2648.1:1995 Underground marking tape - Non-detectable tape, AS/NZS 3500.2:2003 cites AS/NZS 2878:2000 (R2017) Timber - Classification into strength groups, AS/NZS 3500.2:2003 cites AS/NZS 3000:2000 Electrical installations (known as the Australian/New Zealand Wiring Rules), AS/NZS 3500.2:2003 cites AS/NZS 3500.0:2003 Plumbing and drainage - Glossary of terms, AS/NZS 3500.2:2003 cites AS/NZS 3500.1:2003 Plumbing and drainage - Water services, AS/NZS 3500.2:2003 cites AS/NZS 3879:1995 Solvent cements and priming fluids for use with unplasticized PVC (uPVC) pipes and fittings, AS/NZS 3500.2:2003 cites AS/NZS 4671:2001 Steel reinforcing materials, AS/NZS 3500.2:2003 cites AS/NZS 4680:1999 Hot-dip galvanized (zinc) coatings on fabricated ferrous articles, AS/NZS 3500.2:2003 cites AS/NZS 4936:2002 Air admittance valves (AAVs) for use in sanitary plumbing and drainage systems, AS/NZS 3500.2:2003 cites NZS 3109:1997 Concrete construction - SPONSORED, AS/NZS 3500.2:2003 cites NZS 3640:2003 Chemical preservation of round and sawn timber - SPONSORED, AS/NZS 3500.2:2003 cites NZS 5807:1980 Code of practice for industrial identification by colour, wording or other coding - SPONSORED, AS/NZS 3500.2:2003 cites NZS/BS 1387:1985 Specification for screwed and socketed steel tubes and tubulars and for plain end steel tubes suitable for welding or screwing to BS 21 pipe threads, AS/NZS 3500.2:2003 cites AS 1074-1989 (R2018) Steel tubes and tubulars for ordinary service, AS/NZS 3500.2:2003 cites AS 1345-1995 (R2018) Identification of the contents of pipes, conduits and ducts, AS/NZS 3500.2:2003 cites AS 1379-1997 Specification and supply of concrete, AS/NZS 3500.2:2003 cites AS 1432-1996 Copper tubes for plumbing gasfitting and drainage applications, AS/NZS 3500.2:2003 cites AS 1478.1-2000 (R2018) Chemical admixtures for concrete, mortar and grout - Admixtures for concrete, AS/NZS 3500.2:2003 cites AS 1566-1997 (R2018) Copper and copper alloys - Rolled flat products, AS/NZS 3500.2:2003 cites AS 1604.1-2000 Specification for preservative treatment - Sawn and round timber, AS/NZS 3500.2:2003 cites AS 1631-1994 (R2018) Cast grey and ductile iron non-pressure pipes and fittings, AS/NZS 3500.2:2003 cites AS 1646-1992 Elastomeric seals for waterworks purposes, AS/NZS 3500.2:2003 cites AS 1657-1992 Fixed platforms, walkways, stairways and ladders - Design, construction and installation, AS/NZS 3500.2:2003 cites AS 1741-1991 (R2018) Vitrified clay pipes and fittings with flexible joints - Sewer quality, AS/NZS 3500.2:2003 cites AS 2129-2000 (R2016) Flanges for pipes valves and fittings, AS/NZS 3500.2:2003 cites AS 2870-1996 Residential slabs and footings - Construction, AS/NZS 3500.2:2003 cites AS 3501-1987 (R2017) Parallel screw threads of Whitworth form (BSW and BSF) and associated gauges and gauging practice, AS/NZS 3500.2:2003 cites AS 3571-1989 Glass filament reinforced thermosetting plastics (GRP) pipes - Polyester based - Water supply, sewerage and drainage applications, AS/NZS 3500.2:2003 cites AS 3600-2001 Concrete structures, AS/NZS 3500.2:2003 cites AS 3688-1994 Water supply - Copper and copper alloy body compression and capillary fittings and threaded-end connectors, AS/NZS 3500.2:2003 cites AS 3795-1996 Copper alloy tubes for plumbing and drainage applications, AS/NZS 3500.2:2003 cites AS 4087-1996 Metallic flanges for waterworks purposes, AS/NZS 3500.2:2003 cites AS 4139-2003 (R2018) Fibre reinforced concrete pipes and fittings, AS/NZS 3500.2:2003 cites ASTM A240/A240M-02 Heat resisting chromium and chromium-nickel stainless steel plate sheet and strip for pressure vessels, AS/NZS 3500.2:2003 cites BS 2598-4:1980 Glass plant pipeline and fittings. , how many fixture units can a 2 inch drain handle not increase the Drainage fixture unit.! 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