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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
IO
LEGEND EJ (x) EJ (x) EJ (x) EJ (x)
FWG Floor Waste Gully N12 Dowel Bars to Eng. Detail; if not
poured Monolithically with Footing
I.O Inspection Opening EJ (x) EJ (x)
I.S Inspection Shaft
S Sink Selected Artificial Joint E.G Storm Plastics
SJ SJ SJ Swivel Joint or other approved flexible joint
SHR Shower ORG installed to manufacturer's recommendations
TR Trench P P
W.C Water Closet WASTE
BTH Bath S B SHR
B Basin
IO TR Lagging or Sleeve
V Vent P Minimise amount of service pipes
ORG Overflow Relief Grill under house wherever practical FWG
Additional Lagging to O.R.G
LEGEND Each "under slab" pipe run exceeding
6.0m in length shall be installed with
to Local Council Specs.
100
SJ Swivel Joint EJ (x) an expansion joint (EJ).
EJ Expansion Joint Concrete Encased O.R.G poured
P Trench Plug
IO WC in-situ/monolithic with footing
P
NOTE: joints marked EJ(*) SECTION AT O.R.G TO PREVENT SHEAR AT FOOTING FACE
Required for H2 Sites only. Note: NOT TO SCALE
SJ followed by an EJ can be substituted
S for a combination joint with equivalent Cap with compacted Clayey Soil or
Trenches shall be plugged ("P") wherever a trench V FWG total capacity. equivalent to form an impermeable
passes underneath the building footings. IO N.S.L layer to all trenches within 1.5m of Building
Articulation of Services pipes shall be as noted below:
S
1. Mainline within 1.0m of Building (<1.0m)
IO BTH Expanda Bend or approved
- No Requirements P Upstream PVC pipe to be at Expansion Joint on "E" or "P"
2. Mainline Greater than 1.0m from Building, but less than 2.0m (>1.0 - 2.0m) Correct Grade: As per AS 3500 Class Sites
- Provide swivel Joints at all points where service pipe exit Building footprint Install 15 Deg. Bend
- (H2 Sites Only): Provide expansion joint downstream of swivel joints. Prior to Swivel Joint
3. Mainline Less than 2.0m of Building (<2.0m) TYPICAL EXPANSION/SWIVEL JOINT LAYOUT
- Fulfill Requirements of (2 above). NOT TO SCALE Approved Bedding Material Compacted Clay or Concrete
- (H2 Sites Only): Provide expansion joint downstream of Branch line junction, with appropriate cover to Pipe Plug around service pipe, to be
except as noted below. full width of trench
- A single expansion joint may be used for multiple branched, if all such branches Install Swivel Joint Straight
are located within 1.0m of expansion joint. TRENCH PLUG DETAIL
- (H2 Sites Only): Provide Vertical expansion joint if Dropper more than 1.0m
Tall is present.
Slope Base of
Trench Min. 1 in 100
SWIVEL JOINT (SJ) DETAIL NOT TO SCALE
NOT TO SCALE
4. Mainline Greater than 2.0m from Building (>2.0m) TRENCH PLUG DETAIL
- Fulfill Requirements of (3 above). NOT TO SCALE
- No further Articulation Required.
VT VT VT VT
ROOF LEVEL
BN - BASIN, 40mm WASTE AND TRAP 1. THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE 'SEWERAGE
CO - CLEAN OUT AND WATER SUPPLY ACT AND AS3500 NATIONAL PLUMBING & DRAINAGE CODE
DN 50
DN 50
DN 50
DN 50
DT - DISCONNECTOR TRAP GULLY, 100mm TRAP 2. PIPES UNDER FOOTINGS SHALL HAVE A MINIMUM CLEARANCE OF 75mm
FHR - FIRE HOSE AND REEL FROM TOP OF PIPE TO UNDERSIDE OF FOOTING. BN BN BN BN BN BN
FL - FLOOR LEVEL 3. 40mm, 50mm & 65mmØ. PIPES SHALL HAVE A MINIMUM GRADE OF 1:40 SHR WC WC WC WC
FWG - FLOOR WASTE GULLY FW FW FW
4. 80mm & 100mmØ. PIPES SHALL HAVE A MINIMUM GRADE OF 1:60 BTH SHR BTH SHR SHR FW FW
HWU - HOT WATER UNIT FIRST LEVEL
5. ALL UNVENTED BRANCHES TO SINGLE STACKS TO BE 2500mm MAX. EXCEPT 0 0 0 0
IC - INSPECTION CHAMBER DN4 DN4 DN4 DN4
IL - INVERT LEVEL W.C.'s TO BE 6000mm MAX.
IO - INSPECTION OPENING 6. ALL BATHS AND SHOWERS TO FLOOR WASTE TO BE MAX. 1200mm DN 100 DN 100 DN 100 DN 100
T
IOS - INSPECTION OPENING TO SURFACE LEVEL UNTRAPPED OR MAX. 2500mm TRAPPED. DN50 RELIEF VEN
MH - MANHOLE 7. ALL UNVENTED BRANCH DRAINS TO BE 6000mm LONG MAX. ALL UNVENTED DN100
DN100
DN100
DN100
ORG - OVERFLOW RELIEF GULLY, 100mm TRAP SOIL DRAINS TO W.C. OR F.W. TO BE 10000mm MAX. AND TO ORG. TO BE
RL - REDUCED LEVEL 10000mm MAX.
SHR - SHOWER, 40mm WASTE 8. ALL UNVENTED DRAINS MUST CONNECT TO DRAINAGE >500mm DOWNSTREAM EJ EJ EJ EJ
SK - SINK, 50mm WASTE AND TRAP AND 500mm UPSTREAM OF STACK CONNECTION TO MAIN DRAIN. GROUND TG TG TG TG
SL - SURFACE LEVEL
9. ALL WORKS TO BE IN ACCORDANCE WITH THE WATER AND SEWERAGE
TD - COPPER SAFE TRAY UNDER H.W.U. WITH TUNDISH
BY-LAWS AND AS 3500.
AS REQUIRED, 50mm WASTE A B C D
TG - TEST GATE 10. WORK TO BE TO THE APPROVAL OF THE LOCAL AUTHORITY. DRAIN DRAIN DRAIN DRAIN
- - - -
VT - VENT TO ATMOSPHERE, SIZE AS NOTED STACKS IN FIRE RATED DUCTS MAY BE u.P.V.C.. ALL OTHER STACKS TO
LOAD = 8 fu LOAD = 12 fu LOAD = 12 fu LOAD = 8 fu
WC - WATER CLOSET, 100mm INTEGRAL TRAP ALL VENTS TO TERMINATE IN ACCORDANCE WITH AS/NZS 3500.2.2 (6.7.4)
HC HOSE COCK INSTALLED WITH VACUUM BREAKER
STACK/DRAIN SCHEMATIC PLAN
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
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. 18 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-S18 1
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