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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
PLUMBING ARTICULATION GUIDELINES FOR DESIGN & INSTALLATION
Notes: The following notes and details are a guide only of articulation for sanitary Down Pipe Down Pipe Down Pipe
plumbing, drainage and should be read in conjunction with AS/NZ3500, AS2870 and any Allow visual Space to Allow visual Space to Allow visual Space to
other relevant coades and standard. comply with AS 3660.1 comply with AS 3660.1 Downpipe adapter fixed comply with AS 3660.1
to downpipe & glued to
1. All drains installed in ground that is filled, unstable, contain expansive clays Flexible Joint Between Overlap Pipes 150mm Expansion Joint
(E.G "M, H E and P Class Sites) or water charged and where soil movement may slab and wall
effect the performance of any drain, a Plan and Specification together with a Soil Concrete Path or
Report and Calculations showing methods to protect the drainage shall be lodged Grated Drain 150 Min.
Surface Fall 1 : 50 Min
with the relevant local authority including the requirements of the compliance permit and N.S.L
assessment.
2. All sewer and stormwater to be constructed in accordance with AS/NZS 3500 and the
requirements of AS2870, Section 5, Clause 5.2, 5.6 and Section 6.6, Clause 6.6. Articulation
and expansion joints are to be provided to accommodate movement in all pipe work within 1
metres of the dwelling. and comply with AS 1260.
3. Plumbing and Drainage under the slab should be avoided where practical (Refer: Selected Artificial/ Selected Artificial/
AS/NZS 3500 Clause 4.10). Flexible Joint Flexible Joint
Selected Artificial/
4. Grades in Pipework on "M, H and P" Class Sites shall have a minimum grade of 1 : 50 Flexible Joint
within 1.5m of the BLDG and 1 : 60 elsewhere. Grades in flexible fittings to be set at the Inground Pipe Work Stormwater Drainage Pipe
minimum grade.
5. All expansion and articulation joints to be installed in accordance with manufacturer's
recommendations. All joints to be set mid point so as to allow for maximum in either direction. Allow Pipe work to move vertically NOT RECOMMENDED FOR "P" SITES
& independent of BLDG Footings Stormwater Drainage Pipe
6. Stormplastics (SA) PTY LTD; "Swivel Joints" shall not be used as a bend to achieve
correct fall, the joint shall be set in a straight line of the drain to allow maximum (+) or (-) DOWN PIPE TO GRATED DRAIN DETAIL STORMWATER DETAIL (ALT.) STORM WATER DETAIL H SOIL CLASS
movement. A minimum 15 Deg. Bend to be installed efore swivel joints to achive minimum
grades from the face of the footing. NOT TO SCALE NOT TO SCALE NOT TO SCALE
7. Details and support of traps at the O.R.G to be CONSIDEREDed on site to allow for
potential movement including isolated and articulationassociated with the concrete paths Sealable Cap/Shroud
and pavements The O.R.G shall be castin concrete monolithically with the footing system or Epoxy Sealant; incl.
on Class "H and E" Sites. Vermine/Termite Barrier Timber Floor
8. All PVC Pipe work passing through concrete must have 25mm minimum of approved
Lagging. The use of corrogated flexible P.V.C pipe product is not permitted. I.O
9. Storwater systems that collect roof water and surface water are required to be designed Min. 15 Deg Bend Typical
and constructed in accordance with AS/NZS 3500, Part 5.
10. The use corrugated flexible PVC Pipe products shall be avoided on Class "H and E" 15 Deg. Bend Selected Artificial Joint E.G Storm Plastics
Sites as they are not able to expand longitudinally to accommodate potential vertical and 45 Deg. Bend Swivel Joint or other approved flexible joint Selected Artificial/
lateral movement at the slab or footing edge unless specifically detailed by the installed to manufacturer's recommendations Flexible Joint
manufacturer.
11. All joints in stormwater pipes within 3 metres of the BLDG. under construction shall be
articulated to accommodate ground movement without leakage. Lagging thickness 25 & 40mm
Lagging thickness 25 & 40mm on "E" Class sites U.N.O
12. Septic tanks and associated soakage trench or evapotranspiration areas shall be located 1.0m Max
on "E" Class sites U.N.O
within the allotment such as to prevent soil moisture ingress to the AWNING EXT. foundation
that may increase the soil moisture content. Joints in plumbing pipes within 3 metres of the Selected Artificial/
AWNING EXT. under construction shall be articulated to accommodate ground movement Flexible Joint
without leakage. Septic tanks in particulare require specific & careful detailing.
Selected Artificial Joint E.G Storm Plastics Sewer Pipe
Sewer Main Swivel Joint or other approved flexible joint Expanda Joint Lubricated wrapped
13. All pipe work including stormwater fitting and adapters shall be protected from installed to manufacturer's recommendations
mechanical damage. in 2 layers of 1200 micron polyethylene
and sealed with pressure sensitive
14. Termite protection is not shown on these drawings. TYP. SEWER PIPE THROUGH FOOTING DETAIL tape to exclude soil particles.
15. All details provided on Drawings are indicative only. Details of pipe penetrations to
NOT TO SCALE SEWER PIPE & TIMBER FLOOR DETAIL
BLDG. foundations are provided on Structural Drawings. If in the advent no Pipe
penetration details are provided or apparent the Builder/Plumber shall contact the
SEWER PIPE THROUGH FOOTING DETAIL NOT TO SCALE
Engineer and seek clarification, prior to proceeding with the Plumbing installtion works. Details & special requirements for NOT TO SCALE Lagging or Sleeve Location of Penetration to Engineer's Design
16. Storm water systems that collect roof water and surface water are required to be support and/or provisions of articulation
designed and constructed in accordance with AS/NZS 3500.5-2014 Part 5 in pipe work for all under slab drainage
17. The use corrugated flexible PVC pipe products should be avoided on Class H & E is only required where specified by Selected Artificial Joint E.G Storm Plastics
sites as they are not able to expand longitudinally to accommodate potential vertical and the Design Engineer for the relevant Swivel Joint or other approved flexible joint
lateral movement at the slab or footing edge unless specifically detailed by the manufacturer. installed to manufacturer's recommendations
site classification and/or as required
18. All details are indicative only, design of path footings etc. and the location of penetrations by: AS 3500 or AS 2870.
to be designed and specified by an Engineer. Expanda Bend or approved
19. Provisions should be made for the connection of overflow or water discharge from fixtures, Expanda Joint Lubricated wrapped Expansion Joint on "E" or "P"
such as: Hot Water Systems (HWS) and A.C to a drain as required by the relevant authorities. in 2 layers of 1200 micron polyethylene Class Sites
20. Penetrations of concrete edge beams of raft slabs and perimeter strip footings shall be and sealed with pressure sensitive
avoided where practicable, but where necessary shall be lagged with closed cell polyethylene tape to exclude soil particles.
lagging (thickness as per table) to allow for movement. An approved Sleeve system allowing
equivalent movement may be used as an alternative to lagging.
21. Expected minimum requirements for expansion joints and allowable relation in fittings Expanda Joint Lubricated wrapped
as follows: SITE SOIL CLASSIFICATION - "M" Sewer Main or in 2 layers of 1200 micron polyethylene
Selected Artificial Joint E.G Storm Plastics REF: BLACKALL RANGE CONSULTING ENG - SITE CLASSIFICATION REPORT Branch Line and sealed with pressure sensitive
SITE CLASS MINIMUM REQ'D EXPANSION JOINT ALLOWABLE ROTATION
Swivel Joint or other approved flexible joint JOB No: 2024-1006-47 Don Napier Rd-SR-Rev 0; Nov 2024 tape to exclude soil particles.
E 150mm 15 Deg.
installed to manufacturer's recommendations
H
P
70mm
70mm plus additional requirements
15 Deg.
15 Deg.
CONNECTION FROM PIPE WORK TO BRANCH LINE
in the case of fill (min. dependent on SEWER PIPE UNDER SLAB-EDGE BEAM/WAFFLE POD DETAIL NOT TO SCALE
Site conditions) NOT TO SCALE Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
M Minimum 25 mm Lagging to Footings N/A Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0
Drawn
CJF
Checked
CJF
Date
Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 17 of 21
Mobile: 0419140465
Date Issued: Nov 2024
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 Campbell J Foster 695 COLES CREEK ROAD DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
Terrain Category: 2.5 MEIAust (CPEng Civil), RPEQ 7228, NER
COORAN 2024-1079-S17 1
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