43-45 Elanda Street, Sunshine Beach JOB No. 15094 -...
Transcript of 43-45 Elanda Street, Sunshine Beach JOB No. 15094 -...
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DAY 6 25 15 6
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H-01 2 A BH-02 2 3 A CH-03 2 A CH-04 2 3 A BH-05 2 A BH-06 2 3 A CH-07 2 A BH-08 2 3 A CH-09 2 A CH-10 2 3 A CH-11 1 2 A BH-12 1 A AH-13 A AH-14 A CH-15 A CH-16 A CH-17 A C
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A.C.N 117 159 243 A.B.N 62 117 159 243
TO: BlackburneJacksonRohan, Katie, Stephen
Sheet No.
Telephone: (07) 5437 7660 Email: [email protected]
TRANSMITTAL REGISTER
4
29
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DISCIPLINE:
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P.O. Box 1269 Buddina, Qld 4575
Unit 4, 34 Technology Drive Warana, Qld 4575
1
HYDRAULICS 16
STAGE
Legend, Notes, Abbreviations
Basement - Fire CoverageGround/ Level 1 - Fire Coverage
BlackburneJackson
A Level 2 - Fire CoverageLevel 3 - Fire Coverage
A
1
1
E
E1
Form 2A Issue 2
Rohan, Katie, Stephen EE
Jeremy
Mike WildeisenElectrical
DevportJames Scholly
Rob, Alex EE EAltum
E
Henry Morgan
Stewart McGill
ADG
Civil
E E E
1
1
1
E1
E1
E11
E
E
1
E1
1
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1
C - COURIER D – PDD DELIVERED M - MAIL CO – COLLECTED W – WEB UPLOAD E - EMAIL
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07 0908
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A
B3
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6 – NEW ISSUE 7 – AS CONSTRUCTED 8 - OTHER
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DRAWING REGISTER: ISS:
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JOB No. 150941
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2816
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PROJECT: 43-45 Elanda Street, Sunshine Beach
PD PD
COMMENTS :Printed By
CODES
1
Ground Level - SAN/SWBasement Level - Water/FireBasement Level - SAN/SW
Ground Level - Water/Fire
MEDIA
8 2
P - PRINT D - DISK DF - DRAWING FILE PD - PDF FORMAT
1 8PD
1-PRELIMINARY 2 - APPROVAL 3 - FOR TENDER 4 –FOR CONSTRUCTION 5 – AS REQUESTED
PD
B
Level 2 - SAN/SWLevel 1 - Water/Fire Level 1 - SAN/SW
A
FORM 15 X
Diagrammatics
DetailsDetails
Diagrammatics
LODGE for BA
B
Details
Diagrammatics
Roof Levels - All Services
BDiagrammatics
Level 2 - Water/Fire
DELIVERY METHOD
A3DISTRIBUTION:
1
INDIGO APARTMENTS, SUNSHINE BEACHHYDRAULIC SERVICESTITLE STATUS: FREEHOLD RPD: LOT 1 ON SP230070These plans have been designed to and comply with :AS/NZS. 3500.1 :2003AS/NZS. 3500.2 :2003AS/NZS. 3500.3 :2003AS/NZS. 3500.4 :2003
LOCALITY PLANNOT TO SCALE
CONDENSATE
COLD WATER
HOT WATER
FIRE HOSE
IRRIGATION CONDUIT
IRRIGATION SUPPLY
NON-DRINKING COLD WATER
SANITARY
SUBSOIL DRAIN
STORMWATER
TEPID
VENT
OVERFLOW
CIVIL SEWER
CIVIL STORMWATER
CIVIL WATER
EXISTING SEWER
DENOTES SERVICE
DENOTES SIZE
LEGEND
SERVICE LABELS
AAV AIR ADMITTANCE VALVE
AC AIR CONDITIONING
AP ACCESS PANEL
AV ANTI VANDAL
B BASIN
BT BUCKET TRAP
BWU BOILING WATER UNIT
CHWU CHILLED WATER UNIT
CW COLD WATER
CWM CLOTHES WASHING MACHINE
d ASSISTED
DBS DOUBLE BOWL SINK
DCV DOUBLE CHECK VALVE
DP DOWNPIPE
DWM DISH WASHING MACHINE
e EXISTING
EJ EXPANSION JOINT
EPD ELEVATED PIPEWORK DROPPER
FD FLOOR DRAIN
FV FLAP VALVE
FFL FINISHED FLOOR LEVEL
FH FIRE HYDRANT (IN-GROUND)
FHR FIRE HOSE REEL
FU FIXTURE UNITS
FSL FINISHED SURFACE LEVEL
FVM FULLY VENTED MODIFIED
FWG FLOOR WASTE GULLY
GD GRATED DRAIN
GL GROUND LEVEL
HT HOSE TAP
HCB HOUSE CONNECTION BRANCH
HL HIGH LEVEL
HWD HOT WATER DROPPER
HW HOT WATER
HWU HOT WATER UNIT
IC IRRIGATION CONDUIT
IL INVERT LEVEL
IO INSPECTION OPENING
IOS INSPECTION OPENING TO SURFACE
IV ISOLATION VALVE
IWD INDEPENDENT WASTE DROPPER
JU JUMP UP
MH MANHOLE
ND NON DRINKING
NRV NON RETURN VALVE
OF OVERFLOW
ORG OVERFLOW RELIEF GULLY
PBO PLANTER BOX OUTLET
PRV PRESSURE REDUCTION VALVE
PVC POLYVINYL CHLORIDE
REF REFRIGERATOR
RL REDUCED LEVEL
RPD REAL PROPERTY DESCRIPTION
RPZD REDUCED PRESSURE ZONE DEVICE
RWH RAINWATER HEAD
S SINK
SAC SCREWED ACCESS CAP
SD SANITARY DRAINAGE
SDO SPOON DRAIN OUTLET
SHR SHOWER
SL SURFACE LEVEL
SS STAINLESS STEEL
SST SINGLE STACK
ST STACK
STY SAFE TRAY
STV STACK VENT
SW STORMWATER
SWD SAFE WASTE DRAIN
SWG STORMWATER GULLY
T TUB
TA TO ABOVE
TPV TEMPERING VALVE
TCO TERRACE OUTLET
TD TUNDISH
TOG TOP OF GRATE
TTD TRAPPED TUNDISH
TG TEST GATE
UNO UNLESS NOTED OTHERWISE
USJ UNEQUAL STACK JUNCTION
U/S UNDERSIDE
VBR VACUUM BREAKER REQUIRED
VC VENT COWL
VP VENT PIPE
WC WATER CLOSET
WM WATER METER
ABBREVIATIONS
AIR ADMITTANCE VALVE
EXPANSION JOINT
FIRE HOSE REEL
FLOOR WASTE GULLY
HOSE TAP
ISOLATION VALVE
OVERFLOW RELIEF GULLY
REDUCED PRESSURE ZONE DEVICE
SCREWED ACCESS CAP
TEMPERING VALVE
WATER METERDROPPER
RISER
WATER FIXTURE/TAPS
SYMBOLS
DOUBLE CHECK VALVE
##DENOTES NUMBER OF
STOP TAP
GENERAL NOTES1. ALL SANITARY DRAINAGE & PLUMBING IS TO DESIGNED, INSTALLED, TESTED AND LABELED IN ACCORDANCE
WITH AS/NZS 3500.2:2003 AND THE PLUMBING CODE OF AUSTRALIA REQUIREMENTS.
2. OBTAIN ALL NECESSARY APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION AND PAY ALL FEES DUE.
3. ALL TRADE WASTE DRAINAGE AND ASSOCIATED PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH THELOCAL AUTHORITIES TRADE WASTE MANAGEMENT PLAN.
4. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION ANDTHE REQUIREMENTS OF ALL RELEVANT AUSTRALIAN STANDARDS.
5. ENSURE INVERT LEVELS AND SUFFICIENT COVER TO ALL SERVICES ARE OBTAINABLE PRIOR TOCOMMENCEMENT.
6. THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED PLUMBING AND DRAINAGEINSTALLATION. USE DIMENSIONED ARCHITECTURAL DRAWINGS FOR SET OUT OF PENETRATIONS RELATINGTO PLUMBING FIXTURES. IT IS THE RESPONSIBILITY OF THE INSTALLER TO COORDINATE THE ON-SITEINSTALLATION WITH OTHER SERVICES INSTALLATIONS AND THE LIKE.
7. THE CONTRACTOR SHALL CONFER WITH THE LOCAL AUTHORITY AND PUBLIC UTILITIES TO ASCERTAIN THELOCATION AND THE DEPTH OF ANY AND ALL EXISTING SERVICES WITHIN AND EXTERNAL TO THE PROPERTYWHETHER DOCUMENTED OR OTHERWISE.
8. 'AS-CONSTRUCTED' DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALLRECORD ALL CHANGES TO THE ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF'AS-CONSTRUCTED' DRAWINGS INCLUDING A SUBMETER TABLE TO THE LOCAL SERVICE PROVIDERSREQUIREMENTS.
9. AS A CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE AND SHALL BE DEEMED TO BEFULLY AWARE OF THE SITE CONDITIONS. ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGEOF THE SITE CONDITIONS SHALL NOT BE ACCEPTED.
10. ALL HOT AND COLD WATER SERVICES WITHIN A CONCRETE SLAB OR CONCRETE FILLED WALL SHALL BE ONEOF THE FOLLOWING MATERIALS. TYPE 'B' COPPER, TYPE 'B' COPPER ALLOY, STAINLESS STEEL, POLYBUTYLENE,CROSS-LINKED POLYTHYLENE OR POLYETHYLENE AND SHALL BE FULLY RETRIEVABLE ENCASED IN CONDUITFOR THE FULL DISTANCE.
11. JOINTS IN PRESSURED WATER SERVICE PIPES UNDER FLOOR SLABS ARE NOT PERMITTED.
12. ALL IN-GROUND VALVES SHALL BE ENCLOSED IN APPROVED PATH BOXES.
13. ARRANGE WITH LOCAL AUTHORITY FOR A 40Ø WATER CONNECTION, AND A 150Ø SEWER CONNECTION ANDPAY ALL FEES DUE.
14. USE EXISTING SANITARY DRAIN CONNECTION, PAY ANY AND ALL FEES DUE.
15. ALL PLUMBING SERVICES THAT PENETRATE BUILDING ELEMENTS REQUIRED TO HAVE A FIRE RESISTANCELEVEL, MUST BE INSTALLED SO THAT THE FIRE RESISTING PERFORMANCE OF THE BUILDING ELEMENT IS NOTIMPAIRED.
16. ALL SANITARY DRAINAGE SHALL BE 100Ø @ 1.65% FALL UNLESS NOTED OTHERWISE.
17. ALL STORMWATER DRAINAGE SHALL BE MINIMUM 100Ø @ 1% FALL UNLESS NOTED OTHERWISE.
18. MINIMUM SIZE OF ACCESS PANELS SHALL BE 300mm X 300mm.
19. DIMENSIONED ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER SCALED HYDRAULICS DRAWINGS.
20. THE HYDRAULIC SERVICES CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THEMECHANICAL AND AIR-CONDITIONING SERVICES ON SITE.
21. PROTECT ALL PIPEWORK SUBJECT TO VEHICULAR DAMAGE WITH PIPE GUARDS OR BOLLARDS ASAPPROPRIATE.
22. ALL PIPEWORK SHALL BE IDENTIFIED IN ACCORDANCE WITH AS1345. IDENTIFICATION MARKINGS SHALL BEINSTALLED AT DISTANCES NOT EXCEEDING 3.000MM AND SHALL BE ON EITHER SIDE OF WALLS ETC. TOENABLE INSTANT RECOGNITION.
23. COORDINATE AND PROVIDE ALL PIPE PENETRATIONS AND RECESSES WITHIN THE STRUCTURE (WHETHERDOCUMENTED OR OTHERWISE) TO ENSURE MINIMUM CLEARANCES ARE AVAILABLE.
24. PROVIDE AN ANTI-FOAMIMG DEVICE TO ANY FLOOR WASTE GULLY RECEIVING WASTE DISCHARGE FROMLAUNDRY TUBS AND OR WASHING MACHINES. CONNECTION FROM DISCHARGE PIPE TO GULLY RISER TO BEAT 45°.
BACKFLOW PREVENTION1. ALL TESTABLE BACKFLOW DEVICES ARE TO BE FITTED WITH ISOLATION VALVES ON INLET AND OUTLET TO
ACCOMMODATE TESTING.
2. EXTERNAL HOSE COCKS SHALL BE FITTED WITH APPROVED BACKFLOW PREVENTING VACUUM BREAKERS ANDINDIVIDUAL STOP TAPS.
3. TYPE 'C' IRRIGATION IS NOMINATED FOR THIS PROJECT. SHOULD ANY OTHER TYPE OF IRRIGATION BEINSTALLED, PROVIDE PROTECTION IN ACCORDANCE WITH AS 3500.1;2003 SECTION 7.
WATER SUPPLY NOTES1. COLD WATER AND HOT WATER TO INDIVIDUAL POINTS IS TO BE 15Ø UNLESS NOTED OTHERWISE.
2. ALL WATER SUPPLY IS TO BE DESIGNED, INSTALLED, TESTED AND LABELLED IN ACCORDANCE WITH AS/NZS3500.1:2003, AS/NZS 3500.4:2003 AND THE PLUMBING CODE OF AUSTRALIA REQUIREMENTS.
3. COLD WATER TO MORE THAN ONE POINT SHALL BE 20Ø OR GREATER.
4. IN NO CASE SHALL A 15Ø COLD BRANCH EXCEED 3m IN LENGTH.
5. PROVIDE 20Ø HOT WATER PIPEWORK FROM THE HEATER TO THE SHOWER BRANCH PIPE THEN 15Ø TO ALLOTHER HOT WATER OUTLETS.
6. PROVIDE HOT WATER UNITS WITH A 3.6kw ELEMENT WIRED TO TARIFF 11.
7. INSTALL COLD WATER CONTROLS AND PIPING ON THE INLET SIDE OF A HOT WATER UNIT TO COMPLY WITHAS 3500.4 AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY. WHERE HOT WATERUNITS ARE LOCATED IN CEILING SPACE ISOLATION VALVE TO BE BELOW CEILING.
8. PROVIDE A PRESSURE LIMITING VALVE AND A COLD EXPANSION VALVE TO EACH HOT WATER UNIT.
9. POSITION SERVICES IN CEILING SPACES AND WALL FRAMING UNLESS NOTED OTHERWISE.
10. RETICULATE HOT WATER TO ALL FIXTURES EXCEPT HOSE TAPS, DISHWASHERS AND WATER CLOSETS.
11. PROVIDE TEMPERING VALVES ON LAYOUTS TO COMPLY WITH INSTALLATION. TEMPERING VALVES INSTALLEDIN HOT WATER SYSTEMS SUPPLIED BY SOLAR AND/OR INSTANTANEOUS HOT WATER UNITS ARE TO BE HIGHPERFORMANCE, RATED FOR HIGH TEMPERATURES.
12. PROVIDE 65°C HOT WATER TO KITCHEN SINK, LAUNDRY TUB AND WASHING MACHINE ONLY. SUPPLY ALLOTHER HOT WATER OUTLETS WITH HOT WATER NOT EXCEEDING 50°C EXCEPT PWD AMENITIES, NURSINGHOMES AND CHILDCARE CENTRES WHICH ARE TO BE SUPPLIED WITH HOT WATER NOT EXCEEDING 45°C.
13. WATER SUPPLY PIPE SIZES SPECIFIED ON THESE DRAWINGS ARE BASED ON CALCULATIONS FOR PIPESHAVING EQUIVALENT DIMENSIONAL AND FLOW CHARACTERISTICS TO THAT OF TYPE B COPPER TUBE. WHEREALTERNATIVE MATERIALS ARE USED, AN EQUIVALENT PIPE SIZE APPROPRIATE TO THE MATERIAL BEING USEDSHALL BE SELECTED. IN NO CASE SHALL THE INTERNAL DIAMETER OF ANY ALTERNATE PIPE MATERIAL BELESS THAN THE MINIMUM BORE SPECIFIED IN AS/NZS 3500.1:2005 TABLE 1.3.
14. CONTRACTOR TO ALLOW TO SUPPLY AND INSTALL PRESSURE LIMITING VALVES, SET TO MAX. 500Kpa TO SITEOR INDIVIDUAL TENANCIES/UNITS WHERE WATER SUPPLY PRESSURE EXCEEDS 500Kpa.
15. ALL ISOLATION VALVES SHALL BE IDENTIFIED BY A 1.0mm ALUMINUM PLATE DIMENSIONS 65mm x 40mmWITH THE PURPOSE STAMPED INTO THE PLATE IN MINIMUM 5mm HIGH LETTERS.
WATER METERSCONTRACTOR TO ENSURE COMPLIANCE WITH 'UNITY WATER' STANDARD SPECIFICATION POLICY NUMBERINS0005 FOR SUPPLY AND INSTALLATION OF ELECTRONIC AND MECHANICAL WATER METERING'WATER METERS INSTALLED ARE TO BE APPROVED BY UNITY WATER AS LISTED IN APPENDIX 1 OF POLICYINS0005ALL 20MM WATER METERS ARE TO BE FITTED WITH INTEGRAL DUAL CHECK VALVES AND COMPLYINGISOLATION VALVES UPSTREAM OF THE METER TO ALLOW MINOR FLOWS WHEN THE METER IS LOCKEDCLOSEDAUTOMATIC READOUT (AMR) SYSTEMS INSTALLED ARE TO APPROVED BY UNITY WATER AS LISTED INAPPENDIX 2 OF POLICY INS0005THE ELECTRICAL CONTRACTOR IS REQUIRED TO INSTALL ALL NOMINATED WIRING AS PER 'UNITY WATERSTANDARD SPECIFICATION FOR SUPPLY AND INSTALLATION OF ELECTRONIC AND MECHANICAL WATERMETERING' POLICY NUMBER INS0005THE PLUMBING CONTRACTOR IS REQUIRED TO ALLOW ALL COST FOR:
1. TO ENSURE THAT AN 'APPLICATION TO INSTALL SUBMETERS' HAS BEEN LODGED TO UNITY WATER PRIOR TOINSTALLING SUB METERS.
2. THE SUPPLY AND INSTALLATION OF ALL COLD WATER METERS IN ACCORDANCE WITH LOCAL SERVICEPROVIDERS REQUIREMENTS.
3. THE FIXING OF ALL SCAN COUNTERS WITHIN A CABINET OR ENCLOSURE IN ACCORDANCE WITH LOCALSERVICE PROVIDERS REQUIREMENTS.
4. THE SUPPLY AND INSTALLATION OF ALL REQUIRED WIRING TO CONNECT WATER METERS TO SCAN COUNTERIN ACCORDANCE WITH LOCAL SERVICE PROVIDERS REQUIREMENTS.
5. SUBMIT NOTIFICATION FORM 'NOTICE TO THE WATER SERVICE PROVIDER - INSTALLATION OF SUBMETERS'TO UNITY WATER AND ENSURE THAT A CONNECTIVITY AUDIT IS UNDERTAKEN BY UNITY WATER ANDSIGNED OFF.
SOLAR HOT WATER SYSTEMS1. CONTRACTOR TO ENSURE THAT SOLAR HOT WATER STORAGE TANKS AND COLLECTORS ARE INSTALLED PER
AS3500.4:2003 SECT. 6.5 & SECT. 6.6.
2. CONTRACTOR TO ENSURE THAT SOLAR HOT WATER ISOLATING VALVES ARE ACCESSIBLE FROM FLOOR LEVEL.
3. TEMPERING VALVES INSTALLED ON SOLAR HOT WATER SYSTEMS ARE TO BE ULTRA/HIGH PERFORMANCE(ORANGE CAP) RATED SUITABLE FOR HIGH TEMPERATURES/ SOLAR HOT WATER SYSTEMS.
NON-DRINKING WATER PIPEWORK MARKINGAND LABELING1. NON-DRINKING PIPEWORK TO BE IDENTIFIED AND INSTALLED IN ACCORDANCE WITH
AS.3500.1:2003 SECTION 9
NON-DRINKING HOSE TAP SIGNAGENOT TO SCALE
SITE
DRAWING No. LEVEL SERVICES15094-H- 01 LEGEND, NOTES AND LOCALITY PLAN ALL SERVICES
15094-H- 02 BASEMENT LEVEL PLUMBING AND DRAINAGE
15094-H- 03 BASEMENT LEVEL WATER
15094-H- 04 GROUND LEVEL PLUMBING AND DRAINAGE
15094-H- 05 GROUND LEVEL WATER
15094-H- 06 LEVEL 2 PLUMBING AND DRAINAGE
15094-H- 07 LEVEL 1 WATER
15094-H- 08 LEVEL 3 PLUMBING AND DRAINAGE
15094-H- 09 LEVEL 2 WATER
15094-H-10 ROOF & UPPER ROOF LEVELS ALL SERVICES
15094-H-11 DETAILS ALL SERVICES
15094-H-12 DETAILS ALL SERVICES
15094-H-13 DETAILS ALL SERVICES
15094-H-14 DIAGRAMMATICS COLD WATER
15094-H-15 DIAGRAMMATICS HOT WATER
15094-H-16 DIAGRAMMATICS SANITARY
15094-H-17 DIAGRAMMATICS SANITARY
DRAWING SCHEDULE
DCV
RPZD
T
ACCESS PANEL
RAINWATER HEADTERRACE OUTLET
PIPE CONTINUES
PRESSURE REDUCTION VALVE
PAPA POSITIVE AIR PRESSURE ATTENUATOR
ISOLATION VALVE LOCKED OPEN
SPREADERTUNDISH
FIXTURE TABLEFIXTURE PIPE SIZE
BASIN TO DRAIN 65Ø
BASIN TO FLOOR WASTE GULLY 40Ø
FLOOR WASTE GULLY TO DRAIN 65Ø
LAUNDRY TROUGH TO DRAIN 100Ø
OVERFLOW RELIEF GULLY TO DRAIN 100Ø
SHOWER TO FLOOR WASTE GULLY 50Ø
SAFE WASTE DRAIN TO FLOOR WASTE GULLY 50Ø
TUNDISH TO FLOOR WASTE GULLY 40Ø
VENT TO DRAIN 100Ø
WATER CLOSET TO DRAIN 100Ø
ALL SANITARY AND TRADEWASTE DRAINAGE TO BE 100mm AT 1:60min.UNLESS NOTED OTHERWISE
WARNINGNOT FOR
DRINKING
150/10022
5/15
0
####FIRE HYDRANT ANALYSIS TABLE (AS2419.1)
ELEMENT COMMENT
LARGEST FIRE COMPARTMENT FLOOR AREA < 500m²
FIRE COMPARTMENT CLASSIFICATION (NCC) 2 & 7A
FLOW RATE REQUIRED 10L/sec
DESIGN UTILISES STREET HYDRANTS YES
DESIGN INCLUDES INTERNAL HYDRANTS NO
NUMBER OF HYDRANTS REQUREID TO FLOW SIMULTANEOUSLY 1 @ 10L/sec
LOCATION OF MOST HYDRAULICALLY DISADVANTAGED HYDRANT STREET
PRESSURE REQUIRED AT MOST HYDRAULICALLY DISADVANTAGED HYDRANT 200kPa
NOTE:FLOW TESTING INDICATED THAT A RESIDUAL PRESSURE IN THE COUNCIL MAIN OF 550kPaWAS AVAILABLE AT A FLOW OF 10 LITRES PER SECOND. DATE OF TEST: 26.10.2015
MATERIALSHOT & COLD WATER: MATERIALS AND PRODUCTS USED IN THE INSTALLATION OF HOT & COLD WATER
SUPPLY SYSTEMS FOR THIS PROJECT SHALL COMPLY WITH AS/NZS 3500.1:2003(SECTION 2) AND ALL RELEVANT STATUTORY REQUIREMENTS.
SANITARY DRAINAGE: PVC CLASS DWV
SOIL, WASTE AND VENT PIPE: PVC CLASS DWV
DOWNPIPES: PVC CLASS DWV (UNO - REFER ARCHITECTURAL SPECIFICATION)
STORMWATER: (UP TO 300 DIA.) PVC CLASS SW HEAVY (UNO)
SUBSOIL DRAINAGE: PERFORATED PVC (DN100 U.N.O.) IN FILTER SOCK
FIRE HOSE REELS: PIPES AND FITTINGS USED IN HOSE REEL SYSTEMS WHERE CONNECTED TO FIREHYDRANT SYSTEMS SHALL COMPLY TO AS 2419.1. PIPES AND FITTINGS USED INHOSE REEL SYSTEMS WHERE CONNECTED TO ANOTHER WATER SUPPLY SHALLCOMPLY WITH AS 3500.1.
N
WALL PENETRATION
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
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This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
01 BA B
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NOTES, LEGEND, LOCALITY PLANAND ABBREVIATIONS
NTSNTS
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP25.05.162
PRELIMINARY ISSUE JT RP03.06.163
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
100
SOG
SOG
100
100
SOG
100
SOG
100
SOG
100
SOG
100
100
SOG
SOG
RL 46.170
RL 46.170
RL 46.81047
.450
RL 46.170
47.4
65
DOTTED LINE INDICATES EXTENT OF RENDER & TEXTURE PAINT FINISHTO INTERNAL WALLS AND COLUMNS
DASHED LINE OF ROOF OVER
DOTTED LINE INDICATES EXTENT OF RENDER & TEXTURE PAINT FINISHFINISH TO INTERNAL WALLS AND COLUMNS
ALL EXTERNAL WALLS & COLUMNS PAST GRATED DRAIN ARE TO BE RENDER& TEXTURE PAINT FINISH (NOT INCLUDING COMMUNAL DRYING AREA, REFERTO SCHEDULE OF FIXTURES AND FINISHES)
OUTDOOR SHOWER
DOTTED LINE INDICATES EXTENT OF RENDER & TEXTURE PAINT FINISHTO INTERNAL WALLS AND COLUMNS
LINE OF BUILDING OVER
GDO
CONCRETEBENCH SEAT
CONCRETEBENCH SEAT
NO STEP FROM TILESTO TIMBER DECK
CIVIL SURCHARGE PIT TO HYDRAULICENGINEER'S DETAIL
SMALL DASHED LINE INDICATES SLAB ABOVE
CJ TO TILES
NO STEP ATPWD DOOR
LIFT
300X300
BASEMENT
POOL
VISITOR 2
STAIR 1
05
05
1:5 1:9
APARTMENT TANDEM
01
05
02
ST
640mm
PLAN
TIN
G
ST
A/C
LOBBY
04
POOL
45.5
SCR2
SCR1
STAIR 3
47.0
48.0
RAMP 9.0m @ 1:14
49.0
SMH
03
VEN
TILA
TED
03
SD
ST
DRYING AREA
VISITOR 1
SD
49.5
PLAN
TIN
G
45.0
MDF
RAM
P 9.
0m @
1:1
4
04
FW
132°
57'
128°30'
MSB
PLAN
TER
RL 47.600
SCR1
GARAG
E D
OO
R
SECURITY SHUTTER
640
mm
VENTILATED
SD
911
SCR1
SD
SD
ST
PAVILION
47.456
GREE
N W
ALL
29.431
4
SD
DRAWINGS FOR DRIVEWAY LEVELS
43°00'
49.765
313°
00'
SD
SCR2
PLANTING
46.5
01
SCR2
SCR1
DECK
DECK
GREEN WALL
GDO
SCR2
50.5
30.1
75
FALL
HR4
46.0
GDO
6
ST
FENCE
GT
GDO
FALL
2
EMT
PWD
REFER TO CIVIL ENGINEERS
05
SCR1
8
SD
SCR2
SCR2
GDO
43.5
LIFT SUMP
45.5
5
SCR1
FW
48.5
DP
PLANTER
GD
44.0
RL 47.600
GD
47.5
3 1
GRATED DRAIN
SD
A/C
GDO
50.0
49.5
GDO
10
SWG
FALL
44.5
49.0
50.0
FALL
44.5
7
GDO
SWG
GDO
GDO
44.0
50.5
SCR1
GDO
1200
mm
HIG
H
FALL
48.0
FALL
HR1
22m
43.5
PERIMETER
SWG
1000
mm
HIG
H
45.0
GDO
HR1
POO
L FE
NCE
SD
FALL
SD
HR7
47.0
POO
L FE
NCE
FALL
BATTER
BATTER
1200
mm
HIG
H
GDO
POO
L FE
NCE
FRL
HR1
HR1
HR7
47.5
HR3
-/90/30
RL 46.170
47.600
GDO
HR6
TIMBER
PAILIN
G FEN
CE
0.83
5
223°00'
UNIT 1 A/C UNIT SUSPENDED FROMBALCONY SOFFIT
UNIT 2 A/C UNIT SUSPENDED FROMBALCONY SOFFIT
BACKFILL, TANKING AND DRAINAGE TO UPHILL FACEOF WALL TO ENGINEER'S DETAILS
BACKFILL, TANKING AND DRAINAGE TO UPHILL FACE OF WALL TOENGINEER'S DETAILS
SMALL DASHED LINE INDICATES BALCONY SLAB ABOVE
BBQHWS
DP
DP
STORE
STORE
46.0
46.5
48.5
ST
2 2
D
D
C
C
B
B
A
A
3 3
4 4
1 1
EPD100Ø
A
BASEMENT
STORE
LIFT
LOBBY
DRYING AREA
DECK
PWD
POOL
DECK
PLANTING
PLA
NTE
R
STORE
POOL/PAVILION
dWC
SHR
dB
CONTINUES ONDRAWING H-04
150Ø
DP100Ø
DP150Ø
150Ø
1
225Ø
225Ø
DP150Ø
3
100Ø
300w TRENCH DRAINHAVING A CLASS 'C' GRATEAND 2 x 150Ø OUTLETS
SDO
MSB
LIFT SUMP150Ø ACCESS COVER FOR LIFTSUMP HOLDING WELL REFERDETAIL ON DRAWING H-11
SWD100Ø
1FFL 47.600
SWD65Ø
100Ø CAPPED BELOW DECKFOR POOL OVERFLOW
GPT EVERHARD V-GUARD600 AP WITH RISERS. REFERDETAIL ON DRAWING H-11
150Ø
225Ø
8
SWD100ØEPD
100ØC
EPD100Ø
B
CONNECT TO CIVILSURCHARGE PIT AT IL 42.420
225Ø
CONNECT TO CIVILSURCHARGE PIT
150Ø
FFL 46.170
23,000L STORMWATER DETENTION TANK BELOWDECK. REFER CIVIL DRAWINGS FOR DETAILS
SWGFOX GPCTFB(WITH RISER)
CONTINUES ONDRAWING H-04
SUBSOIL DRAIN
IL 47.230
100Ø FLOORDRAIN
SDO
IL 47.230
SUBSOIL DRAIN
SU
BSO
IL D
RAIN
SUBSOIL DRAIN
SDO SDO
IOS
100Ø
@ 1
.65%
SWGFOX GPCTFB
100Ø @ 2% min GRADE
100Ø @ 2%min GRADE
IL 46.700
SDOIL 47.100
SPOON DRAIN
SPOON DRAIN
SPO
ON
DRAIN
IL 47.000
100Ø
SPOON DRAIN
100Ø
SUBSOIL DRAIN
SPOON DRAIN
100Ø @ 1.65% min GRADE
150Ø
IOS (TRAFFICABLE)
EPD100Ø
IOS
ORG WITH HT ABOVE
CONNECT TO NEW 150Ø HCB AT IL 42.093REFER CIVIL DRAWINGS FOR DETAILS
INSPECTION SHAFT TO SURFACE TOCOMPLY WITH AS 3500.2 CLAUSE 4.4
CONNECTION FOR POOL PUMP OUT.REFER DETAIL DRAWING ON H-12
S
VP50Ø
FWG
IOS
WASTE TODROP IN WALL
BBQ
110mm WIDE SHOWERDRAIN TO ACCOMMODATE80Ø OUTLET
150Ø
DISCHARGEOVER SWG
DISCHARGEOVER SWG
TG
100Ø
@ 1
.65%
TD/AC ATHIGH LEVEL
SWD65Ø
7
SWD65Ø
6
TD/AC ATHIGH LEVEL
REFLUX VALVEWITH ACCESSSHAFT TO SURFACE
100Ø DRAIN FORGREEN WALL
TD/HWU
PLANTER
SDO
SPOON DRAIN
SDO
SDO
FALL
FALL
100Ø @ 1%
SDO
SDO
*SL 43.550
SDO
SDO
SDO
ABANDONED SEWER TO BE REMOVED
TRENCH DRAIN HAVINGA 100Ø OUTLET
PBO
IL 46.600(TYPICAL)
CAST IN PILE CAPAT IL 47.100
PBO
CD50Ø
100Ø
225Ø
SDO
IL 46.500
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-0
2.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
02 BA C
2
BASEMENT LEVEL FLOOR PLAN
PLUMBING & DRAINAGE LAYOUT
N
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP06.04.162
NOTES:1. CONTRACTOR TO ENSURE THAT ALL PIPEWORK ABOVE DRIVEWAYS AND PARKING BAYS HAS A MINIMUM
CLEARANCE OF 2.200 ABOVE FFL.
2. PENETRATIONS THROUGH BASEMENT WALLS ARE TO BE SEALED WATERTIGHT FITTED WITH PUDDLE FLANGES.
3. SPOON DRAINS TO BE INSTALLED AT BASEMENT PERIMETER. REFER ARCHITECTURALS FOR DETAILS.
4. PROVIDE A FINISHING COLLAR AND CAST ALUMINUM GRATE AND PUDDLE FLANGE AT EACH SPOON DRAINOUTLET (SDO) REFER DETAIL DRAWING H- 50
5. SPOON DRAIN OUTLETS (SDO) TO BE MAXIMUM 10M APART. SPOON DRAINS ARE TO FALL TO OUTLETS.
6. DOWNPIPES AND STORMWATER DROPPERS ARE A SEALED SYSTEM TO BE TESTED IN ACCORDANCE WITHAS3500.3 SECTION 10.3 CLAUSE 10.3.1
7. PROVIDE PROTECTIVE GUARDS TO ALL PIPEWORK EXPOSED TO VEHICULAR DAMAGE.REFER DETAIL DRAWING H-12
PRELIMINARY ISSUE JT RP25.05.163
PRELIMINARY ISSUE JT RP03.06.164
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
RL 46.170
RL 46.170
RL 46.81047
.450
RL 46.170
47.4
65
DOTTED LINE INDICATES EXTENT OF RENDER & TEXTURE PAINT FINISHTO INTERNAL WALLS AND COLUMNS
DASHED LINE OF ROOF OVER
DOTTED LINE INDICATES EXTENT OF RENDER & TEXTURE PAINT FINISHFINISH TO INTERNAL WALLS AND COLUMNS
ALL EXTERNAL WALLS & COLUMNS PAST GRATED DRAIN ARE TO BE RENDER& TEXTURE PAINT FINISH (NOT INCLUDING COMMUNAL DRYING AREA, REFERTO SCHEDULE OF FIXTURES AND FINISHES)
OUTDOOR SHOWER
DOTTED LINE INDICATES EXTENT OF RENDER & TEXTURE PAINT FINISHTO INTERNAL WALLS AND COLUMNS
LINE OF BUILDING OVER
GDO
CONCRETEBENCH SEAT
CONCRETEBENCH SEAT
NO STEP FROM TILESTO TIMBER DECK
CIVIL SURCHARGE PIT TO HYDRAULICENGINEER'S DETAIL
SMALL DASHED LINE INDICATES SLAB ABOVE
CJ TO TILES
NO STEP ATPWD DOOR
LIFT
300X300
BASEMENT
POOL
VISITOR 2
STAIR 1
05
05
1:5 1:9
APARTMENT TANDEM
01
05
02
ST
640mm
PLAN
TIN
G
ST
A/C
LOBBY
04
POOL
45.5
SCR2
SCR1
STAIR 3
47.0
48.0
RAMP 9.0m @ 1:14
49.0
SMH
03
VEN
TILA
TED
03
SD
ST
DRYING AREA
VISITOR 1
SD
49.5
PLAN
TIN
G
45.0
MDF
RAM
P 9.
0m @
1:1
4
04
FW
132°
57'
128°30'
MSB
PLAN
TER
RL 47.600
SCR1
GARAG
E D
OO
R
SECURITY SHUTTER
640
mm
VENTILATED
SD
911
SCR1
SD
SD
ST
PAVILION
47.456
GREE
N W
ALL
29.431
4
SD
DRAWINGS FOR DRIVEWAY LEVELS
43°00'
49.765
313°
00'
SD
SCR2
PLANTING
46.5
01
SCR2
SCR1
DECK
DECK
GREEN WALL
GDO
SCR2
50.5
30.1
75
FALL
HR4
46.0
GDO
6
ST
FENCE
GT
GDO
FALL
2
EMT
PWD
REFER TO CIVIL ENGINEERS
05
SCR1
8
SD
SCR2
SCR2
GDO
43.5
LIFT SUMP
45.5
5
SCR1
FW
48.5
DP
PLANTER
GD
44.0
RL 47.600
GD
47.5
3 1
GRATED DRAIN
SD
A/C
GDO
50.0
49.5
GDO
10
SWG
FALL
44.5
49.0
50.0
FALL
44.5
7
GDO
SWG
GDO
GDO
44.0
50.5
SCR1
GDO
1200
mm
HIG
H
FALL
48.0
FALL
HR1
22m
43.5
PERIMETER
SWG
1000
mm
HIG
H
45.0
GDO
HR1
POO
L FE
NCE
SD
FALL
SD
HR7
47.0
POO
L FE
NCE
FALL
BATTER
BATTER
1200
mm
HIG
H
GDO
POO
L FE
NCE
FRL
HR1
HR1
HR7
47.5
HR3
-/90/30
RL 46.170
47.600
GDO
HR6
TIMBER
PAILIN
G FEN
CE
0.83
5
223°00'
UNIT 1 A/C UNIT SUSPENDED FROMBALCONY SOFFIT
UNIT 2 A/C UNIT SUSPENDED FROMBALCONY SOFFIT
BACKFILL, TANKING AND DRAINAGE TO UPHILL FACEOF WALL TO ENGINEER'S DETAILS
BACKFILL, TANKING AND DRAINAGE TO UPHILL FACE OF WALL TOENGINEER'S DETAILS
SMALL DASHED LINE INDICATES BALCONY SLAB ABOVE
BBQHWS
DP
DP
STORE
STORE
46.0
46.5
48.5
ST
2 2
D
D
C
C
B
B
A
A
3 3
4 4
1 1
FOR CONTINUATIONREFER DWG H-05
STORE LIFT LOBBY
STORE
PWD
BBQ
POOLPAVILION
POOL
dB
dWC
DECK
HWU
TTPV
50L ELECTRIC HWU HAVINGA 3,600kw ELEMENTINSTALLED BELOW DECK
CWR20Ø
TWR15Ø
CWR20Ø
RPZD
NDR20Ø
20 HT(POOL TOP UP)
15 HT IN PLANTERFOR GREEN WALL
15 HT/VBROVER ORG
CWD15Ø
CWD20Ø
GREEN WALL
20Ø IRRIGATION SUPPLY FORGREEN WALL CAPPED ABOVE FFLBY PLUMBING CONTRACTOR
6x UNIT CWR'S
CWD20Ø
15 HT /VBR/IV
IC
DECKPLANTING
PLANTING
SHR
S
GREEN WALL
AREA IV
IC
IM
IC CAPPED IN PLANTER(TYPICAL)
50Ø CONDUIT FOR IRRIGATIONSUPPLY THROUGH BASEMENT WALLAT HIGH LEVEL BY PLUMBINGCONTRACTOR. CONDUIT TO BESEALED WATERTIGHT WITH PUDDLEFLANGE AND CAPPED BOTH ENDS
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-0
3.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
03 BA C
3
BASEMENT LEVEL FLOOR PLAN
WATER LAYOUT
N
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JA RP2
NOTES:1. CONTRACTOR TO ENSURE THAT ALL PIPEWORK ABOVE DRIVEWAYS
AND PARKING BAYS HAS A MINIMUM CLEARANCE OF 2.200 ABOVE FFLEXCEPTING PWD PARKING BAYS AND ADJACENT OFFLOADING ZONESWHICH REQUIRE A MINIMUM CLEARANCE OF 2.500 ABOVE FFL.
2. PENETRATIONS THROUGH BASEMENT WALLS ARE TO BE SEALEDWATERTIGHT FITTED WITH PUDDLE FLANGES.
3. PROVIDE PROTECTIVE GUARDS TO ALL PIPEWORK EXPOSED TOVEHICULAR DAMAGE. REFER DETAIL DRAWING H-12
WATER NOTES:1. SERVICES FIXED AT HIGH LEVEL AND DROP IN WALLS U.N.O.
2. CONTRACTOR TO CO-ORDINATE INSTALLATION OF SERVICES WITH REFLECTED CEILING PLANS ON ALL LEVELS.
3. SERVICES SHOWN SHADED TO BE FULLY RETRIEVABLE IN CONDUIT CAST IN SLAB.
4. ALL COLD WATER SUB-METERS ARE TO BE FITTED WITH INTEGRAL DUAL CHECK VALVES AND COMPLYINGISOLATION VALVES UPSTREAM OF THE METER TO ALLOW MINOR FLOWS WHEN THE METER IS LOCKED CLOSEDIN ACCORDANCE WITH Q.U.U TECHNICAL SPECIFICATION FOR SUB-METERING OF MULTI-UNIT PROPERTIES.
5. TEMPERING VALVES (TPV) TO BE INSTALLED IN VANITY CABINETS U.N.O.
6. PRESSURE REDUCTION VALVES (PRV) ARE TO BE SET TO MAXIMUM 500KPA.
7. HOT WATER PIPEWORK TO BE LAGGED WITH 13mm CLOSED CELL POLYETHYLENE.
8. IRRIGATION CONDUITS (IC) IN PLANTERS BY PLUMBING CONTRACTOR. REFER PLANTER DETAIL DRAWING H-X.
9. IRRIGATION CONDUITS (IC) BELOW HARD PAVING TO BE 100Ø CAPPED BOTH ENDS WITH MARKER TAPESTACKED AT SURFACE BY PLUMBING CONTRACTOR. (DO NOT USE 90° BENDS SUBSTITUTE WITH 2 x 45°).
25.05.16
PRELIMINARY ISSUE JT RP3 03.06.16
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
ENS 2
ENS 1
KIT
LIVINGDINING
BED 3
BTH
BED 1
BED 2
WIR 1
WIR 2
BED 1
BTH
ENS 2
BED 3
BED 2
WIR2
ENS 1
WIR 1
LIVING
KITDINING
WC
LDY
ENT
ENT
LINE OF SLAB OVERSHOWN DASHED
LINE OF SLAB OVERSHOWN DASHED
DASHED LINES INDICATE EXTENT OFFEATURE STONE CLADDING TO
BLOCKWORK WALL
GREEN WALL
POOL PAVILION ROOF BELOW
ALLOW HANGING RAIL ABOVE SINK
300mm DEEP SLABUNDER UPSTAND BEAM
6 x GENERAL WASTE BINS6 x RECYCLING BINS
BUNDED REFUSE WASHDOWN
POWDERCOATED ALUMINIUMFLASHING TO STUD TO MATCHWINDOW FRAME
HYDRCUPD
RL 50.
950
E L
A N
D A
S
T R
E E
T
45
47.5
50
49.5
49
48.5
48
47
46.5
46
45.5
51.2752.05
51.15
45
47.5
50
RL 50.400
COURT
BALCONY
LIFT
UNIT 2
BALCONY
UNIT 1
RL 50.
325
COURT
STAIR 1
STAIR 2
SFL 50.400
RL 51.250
RL 51.200
9m @
1:2
00.
450m
RL 50.200
RL 50.750
RL 51.400
2.4m @ 1:140.150m
9m @
1:200.450m
9m @ 1:200.450m
REFUSE1
2
3
4
5
6
7
8
9
10
11
12
LIN
ENLI
NEN
ROBE
11450@1:52290mm FALL
5000@1:8625mm FALL
PLAN
TER
PLAN
TER
RO
BE
TURF
R
P
P
R
SFL 50.400
RL 50.300
RL 50.400
RW 50 FRL 90/90/90
STAIR 4
LDY
LOBBY
TERRACE
TERRACE
SCR1
SCR1
SCR1
SCR1
SCR1
SCR1
SCR1
SCR3
ENTRY
WM
WM
DP
3° FALL
HR8
GD
GD
GD
B/S
HR
SHR
SHR
GD
FW
FW
FW
FW
FWFW
FW
HR6
PLANTER
D
E
FE
RL 50.200
RL 49.950
RL 50.800
SFL 50.400
SFL 50.400
EG
EC
EC
EC
HR1
HR1
HR1
HR1
HR1
HR1
SHR
BEN
CH
SEA
T
RW50
RW
50
RW50
RW
50RW
50
D
D
D
D
FALL
FALL
FALLDP
DP
STORE
SCR4
SCR4
D
D
D
DW
DW
SHR
LINEN
C
HC
STO
RE
GD
GT
GT
SWG
SWG
GP
HWS
HWS C
D
D
FW
FALL
FALL
SWD
SWD
SWD
SWD
SWD
SWD
SWD
SW PIT
SW PIT
PBO
PBO
PBO
PBO
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
SWDSWD
SWG
PBO
DP
DP
FALL
RL 50.400
FALL
FALL
FALL FALL FALLFALL
FALL
FALL
SC SC
SC
SC
50.551.0
44.5
44
43.5
A/C
A/C
HR5 HR1 HR1
HR1
HC
HC
HR4
FRL-/90/30
STUD WALL TO BE PACKED OUT TO CONTINUE CLADDING FLUSH WITHBLOCKWALL ABOVE
43°00' 47.456m
223°00' 49.765m
128°30' 29.431m
132°57'0.835
STAIR 3
313°
00'
30.
175m
2 2
D
D
C
C
B
B
A
A
3 3
4 4
1 1
DP150Ø
ST100Ø
4
EPD100Ø
FWG
FWGFWG
FWG
SWD100Ø
3
2
OVERFLOW SCUPPER 150x50 AT RL 50.200
OVERFLOW SCUPPER 150x50 AT RL 50.200
OVERFLOW SCUPPER 150x50 AT RL 50.200
OVERFLOW SCUPPER150x50 AT RL 50.200
TCO-1
TCO-1
65Ø
DININGUNIT 1
DP100Ø
BALCONY
BALCONY
LIVING
300w TRENCH DRAINHAVING A CLASS 'C'GRATE AND 150Ø OUTLET
CONTINUES ON DWG H-02
150Ø
TCO-1
PBO
PBO
150Ø
PBO
PBO
TRENCH DRAIN WITH PEDESTRIANHEEL GUARD GRATE AND 100Ø OUTLET
100Ø
150Ø
SWG FOX GPCTFB
150Ø
CONTINUES ON DWG H-02
100Ø
IL 49.970
REFUSE
TERRACE BED
ENS 2BED
BTH
KITCHEN
BED
ENS 1
B
B
WC
COURT
COURT
BEDBED
BED
LIVINGDINING
KITCHEN
SHR/BTH
ENS
B
WC SHR
LDY
BTH
WC
TTE
RR
AC
E
PLA
NTE
R
PLANTER
WC
BB
SHR
ENS
UNIT 2
LIFT
DBS
DBS
DP150Ø
1
B
FWG
TCO-1
OVERFLOW SCUPPER150x50 AT RL 50.200
SWD100Ø
TCO-1
TCO-1
100Ø
65Ø
50Ø
SWD100Ø
2
TCO-2
SWD100Ø
5
TCO-1
SWD50Ø
8
PROVIDE FULL WIDTH OVERFLOWWITH 50mm CLEAR BELOWBALISTRADE AT MAXIMUM RL 50.230
100Ø
TCO-1
TCO-1
TCO-1
ST100Ø
1
CD50Ø
ST100Ø
STY/HWU
VP50Ø
50Ø
SWG FOX GPCTFB(WITH RISER)
IOS
EXIT SLAB EDGEAT IL 50.055(TYPICAL)
D
150Ø
SLOPE DROP
EPD100Ø
C
SHR
WCWC
B
SWG FOX GPCTFB
TD/HWU
TFWG
ST100Ø
TD/HWU
2
3
SWD100Ø
1
EPD100Ø
E EPD100Ø
B
EPD100Ø
A
100Ø
TD/AC
TD/AC IN WALL
TD/AC IN WALL
TTD/AC
SHOWER TO HAVE 110mm WIDEGRATE AND 80Ø TRAPPED OUTLET
EXIT SLAB EDGE ATIL 49.920
CAST IN SLAB
SWD65Ø
6
SWD50Ø
4IN WALL
SWD65Ø
7IN WALL
TTD/AC
IL 49.960
IL 49.920
TD/AC IN WALL
SHOWER TO HAVE 110mm WIDEGRATE AND 80Ø TRAPPED OUTLET
FWG
FWGB
IL 50.080
TD/ACIN WALL
IOS
SHOWER TO HAVE110mm WIDEGRATE AND 80ØTRAPPED OUTLET
TD/AC
IOS150Ø
FWG/BT
BUNDED BIN WASH AREAREFER DETAIL DRAWING H-11
AAV ATHIGH LEVEL
IOS IOS
SHOWER TO HAVE 110mm WIDEGRATE AND 80Ø TRAPPED OUTLET
SHR
SHR
ELA
ND
A S
TREE
T
SWG FOX GPCTFB
TRENCH DRAIN HAVINGA 100Ø OUTLET
AAV
CD50Ø
B
FFL 50.300
FFL 50.300
CAST IN SLAB(TYPICAL)
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-0
4.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
04 BA B
4
GROUND / LEVEL1 FLOOR PLAN
PLUMBING & DRAINAGE LAYOUT
N
CARPARK CLEARANCE NOTES:1. CONTRACTOR TO ENSURE ALL PIPEWORK ABOVE DRIVE WAYS AND
GENERAL PARKING BAYS HAS A MINIMUM CLEARANCE OF 2.200mABOVE FFL.
2. PIPEWORK DROPPERS ON BASEMENT WALLS BELOW ARE TO BEFIXED BETWEEN PARKING BAYS.
3. PENETRATIONS THROUGH BASEMENT WALLS BEHIND FILL ARE TOBE WATER TIGHT FITTED WITH PUDDLE FLANGES.
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP06.04.162
PRELIMINARY ISSUE JT RP25.05.163
PRELIMINARY ISSUE JT RP03.06.164
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
LEGEND:SERVICES SHOWN SHADEDARE CAST IN SLAB.
ACCESS PANEL
SANITARY NOTES:1. PIPEWORK SHOWN SHADED TO BE H.D.P.E. CAST IN SLAB FOR RUNS WITH MULTIPLE BRANCHES
AND H.D.P.E OR PVC WRAPPED WITH ONE LAYER OF 10mm CLOSED CELL POLYETHYLENE FORSHORT RUNS HAVING NO BRANCHES OR BENDS AND NOT CROSSING STRUCTURAL JOINTS.
2. BASIN WASTES ARE TO DROP IN WALLS (VANITY CABINETS DO NOT EXTEND TO FLOOR).
3. AIR ADMITTANCE VALVES (AAV) ARE TO RISE IN WALL AND OFFSET INTO CABINETS UNLESSNOTED OTHERWISE.
4. BASINS IN PDR ROOMS TO HAVE INTERNAL OVERFLOWS.
5. AIR ADMITTANCE VALVES VENTING GROUP VENTED BRANCHES ARE TO HAVE A MINIMUM AIR FLOWCAPACITY OF 3.8L/S FOR A MAXIMUM FIXTURE LOADING OF 24 F.U. EQUAL TO 'STUDOR' MINIVENT.
6. BASE OF STACKS AND BASE OF STACK OFFSETS ARE TO COMPLY WITH AS3500.2 CLAUSE 6.7.4 (C).
7. HORIZONTAL WASTE PIPES FIXED IN KICKS ARE NOT TO HAVE 87° BENDS, USE 2x45° BENDS.
8. TUNDISH PIPEWORK CONNECTING TO FWG'S TO BE LAGGED AND TAPED FOR ENTIRE LENGTH TOPREVENT CONDENSATION.
9. INTERNAL TUNDISH RECEIVING AC CONDENSATE SHOWN IN WALLS ARE TO BE RECESSED WALLBOXES WITH CLEAR VIEWING PANELS. BIRTEX FOR EQUAL.
10. TRAPPED TUNDISH (TTD) ARE TO BE FITTED WITH HEPVO DRY TRAPS. TRAPS TO BE ACCESSIBLE.
11. CONTRACTOR TO ALLOW TO APPLY ACOUSTIC WRAPPING HAVING A RATING OF RW+CTR40 ONDRAINAGE THAT IS NOT INSTALLED ABOVE ACOUSTIC RATED WET AREAS.
12. CONTRACTOR TO COORDINATE INSTALLATION OF DRAINS WITH REFLECTED CEILING PLANS ONALL LEVELS.
STORMWATER NOTES:1. STORMWATER PIPES INTERNAL OF BUILDING ARE A SEALED SYSTEM TO BE TESTED TO
AS.3500.3:2003 CLAUSE 10.3 AND BE ACOUSTICALLY LAGGED.
2. TCO-1: DENOTES TERRACE OUTLET HAVING A 130x130 SS GRATE, INTEGRAL PUDDLE FLANGEMEMBRANE CLAMP AND 50Ø SIDE OUTLET CAST IN SLAB. SPS MODEL Q130S4/C90. CAPABLE OF1.5L/S @ 30MM HEAD.
3. TCO-2: DENOTES TERRACE OUTLET HAVING A 150x150 SS GRATE, INTEGRAL PUDDLE FLANGE,MEMBRANE CLAMP AND 100Ø VERTICAL OUTLET. SPS MODEL Q150S4/C. CAPABLE OF 4L/S FLOW@ 30MM HEAD.
4. PBO-1: DENOTES PLANTER OUTLET HAVING AN INTEGRAL PUDDLE FLANGE, MEMBRANE CLAMPAND A 100Ø SLOTTED RISER TO SURFACE AND 100Ø HORIZONTAL OUTLET CAST IN SLAB.SPS MODEL TIA 100/90PB. REFER DETAIL DRAWING H-11.
5. FOR RAINWATER HEAD (RWH) DETAILS REFER DRAWING H-11.
6. STORMWATER GULLIES (SWG) ARE TO BE FITTED WITH REMOVABLE DEBRIS BASKETS AND HIGHFLOW BY-PASS CAPABLE OF 20L/S FLOW EQUAL TO FOX MODEL GPCTFB (GULLIES RECEIVINGINLET PIPES ARE TO BE FITTED WITH CONCRETE RISERS AS PER DETAIL DWG H-11).
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ENS 2
ENS 1
KIT
LIVINGDINING
BED 3
BTH
BED 1
BED 2
WIR 1
WIR 2
BED 1
BTH
ENS 2
BED 3
BED 2
WIR2
ENS 1
WIR 1
LIVING
KITDINING
WC
LDY
ENT
ENT
LINE OF SLAB OVERSHOWN DASHED
LINE OF SLAB OVERSHOWN DASHED
DASHED LINES INDICATE EXTENT OFFEATURE STONE CLADDING TO
BLOCKWORK WALL
GREEN WALL
POOL PAVILION ROOF BELOW
ALLOW HANGING RAIL ABOVE SINK
300mm DEEP SLABUNDER UPSTAND BEAM
6 x GENERAL WASTE BINS6 x RECYCLING BINS
BUNDED REFUSE WASHDOWN
POWDERCOATED ALUMINIUMFLASHING TO STUD TO MATCHWINDOW FRAME
HYDRCUPD
RL 50.
950
E L
A N
D A
S
T R
E E
T
45
47.5
50
49.5
49
48.5
48
47
46.5
46
45.5
51.2752.05
51.15
45
47.5
50
RL 50.400
COURT
BALCONY
LIFT
UNIT 2
BALCONY
UNIT 1
RL 50.
325
COURT
STAIR 1
STAIR 2
SFL 50.400
RL 51.250
RL 51.200
9m @
1:2
00.
450m
RL 50.200
RL 50.750
RL 51.400
2.4m @ 1:140.150m
9m @
1:200.450m
9m @ 1:200.450m
REFUSE1
2
3
4
5
6
7
8
9
10
11
12
LIN
ENLI
NEN
ROBE
11450@1:52290mm FALL
5000@1:8625mm FALL
PLAN
TER
PLAN
TER
RO
BE
TURF
R
P
P
R
SFL 50.400
RL 50.300
RL 50.400
RW 50 FRL 90/90/90
STAIR 4
LDY
LOBBY
TERRACE
TERRACE
SCR1
SCR1
SCR1
SCR1
SCR1
SCR1
SCR1
SCR3
ENTRY
WM
WM
DP
3° FALL
HR8
GD
GD
GD
B/S
HR
SHR
SHR
GD
FW
FW
FW
FW
FWFW
FW
HR6
PLANTER
D
E
FE
RL 50.200
RL 49.950
RL 50.800
SFL 50.400
SFL 50.400
EG
EC
EC
EC
HR1
HR1
HR1
HR1
HR1
HR1
SHR
BEN
CH
SEA
T
RW50
RW
50
RW50
RW
50RW
50
D
D
D
D
FALL
FALL
FALLDP
DP
STORE
SCR4
SCR4
D
D
D
DW
DW
SHR
LINEN
C
HC
STO
RE
GD
GT
GT
SWG
SWG
GP
HWS
HWS C
D
D
FW
FALL
FALL
SWD
SWD
SWD
SWD
SWD
SWD
SWD
SW PIT
SW PIT
PBO
PBO
PBO
PBO
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
SWDSWD
SWG
PBO
DP
DP
FALL
RL 50.400
FALL
FALL
FALL FALL FALLFALL
FALL
FALL
SC SC
SC
SC
50.551.0
44.5
44
43.5
A/C
A/C
HR5 HR1 HR1
HR1
HC
HC
HR4
FRL-/90/30
STUD WALL TO BE PACKED OUT TO CONTINUE CLADDING FLUSH WITHBLOCKWALL ABOVE
43°00' 47.456m
223°00' 49.765m
128°30' 29.431m
132°57'0.835
STAIR 3
313°
00'
30.
175m
2 2
D
D
C
C
B
B
A
A
3 3
4 4
1 1
DCV
RPZ ABOVE GROUNDAGAINST WALL
FOR CONTINUATIONREFER DWG H-03
BODY CORPORATE IVIN PATHBOX
40Ø WATER METER BY Q.U.U.REFER CIVIL DWGS FORDETAILS
40Ø DCV ABOVE GROUNDBY PLUMBING CONTRACTOR
IC
IC
PLA
NTE
R
REF
US
E
TERRACE
TERRACE
UNIT SUBMETERSIN PATHBOX
UNIT 2
UNIT 1
LIFT LOBBY
INDIVIDUAL UNITCOLD WATER RISERS,IV'S & PRV'S IN DUCT
T
SHR/BTH BWC
B
SHR
TPV
ENS 1
WIR BEDWC
BTH
BEDCWM
T
LDRY
T TPV
BB
SHR
WC WIR
ENS 2
BED
DBS
DWM
DININGKITCHEN LIVING
BALCONY
COURT
STORE
COURT
DINING LIVING BALCONY
KITCHEN
15 HT/VBR
T TPVB B
SHRWC
ENS 2 WIR
BED 2
BED
DBS
DWM
BED
REFER DRAWINGH-03 FORCONTINUATION
ELA
ND
A S
TREE
T
HWU 250L
15 HT/VBR
HWU 250L
T
WCENS 1
BB SHRWC
BTH
BSHR
TPV
CWM T
LDY
H
100Ø
FH DCV
25Ø IV AND DCV ABOVE GROUNDFOR IRRIGATION SUPPLY CAPPEDFOR CONTINUATION BYIRRIGATION CONTRACTOR
RPZD
15 HT
REF
REF
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-0
5.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
05 BA B
5
GROUND / LEVEL 1 FLOOR PLAN
WATER LAYOUT
N
WATER NOTES:1. SERVICES FIXED AT HIGH LEVEL AND DROP IN WALLS U.N.O.
2. CONTRACTOR TO CO-ORDINATE INSTALLATION OF SERVICES WITH REFLECTED CEILING PLANS ON ALL LEVELS.
3. SERVICES SHOWN SHADED TO BE FULLY RETRIEVABLE IN CONDUIT CAST IN SLAB.
4. ALL COLD WATER SUB-METERS ARE TO BE FITTED WITH INTEGRAL DUAL CHECK VALVES AND COMPLYINGISOLATION VALVES UPSTREAM OF THE METER TO ALLOW MINOR FLOWS WHEN THE METER IS LOCKED CLOSEDIN ACCORDANCE WITH Q.U.U TECHNICAL SPECIFICATION FOR SUB-METERING OF MULTI-UNIT PROPERTIES.
5. TEMPERING VALVES (TPV) TO BE INSTALLED IN VANITY CABINETS U.N.O.
6. PRESSURE REDUCTION VALVES (PRV) ARE TO BE SET TO MAXIMUM 500KPA.
7. HOT WATER PIPEWORK TO BE LAGGED WITH 13mm CLOSED CELL POLYETHYLENE.
8. IRRIGATION CONDUITS (IC) IN PLANTERS BY PLUMBING CONTRACTOR. REFER PLANTER DETAIL DRAWING H-X.
9. IRRIGATION CONDUITS (IC) BELOW HARD PAVING TO BE 100Ø CAPPED BOTH ENDS WITH MARKER TAPESTACKED AT SURFACE BY PLUMBING CONTRACTOR. (DO NOT USE 90° BENDS SUBSTITUTE WITH 2 x 45°).
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP25.05.162
PRELIMINARY ISSUE JT RP03.06.163
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
UNIT 4
LIFT
STAIR 2
RW
50
43°00'47.456
223°00'49.765
128°30'29.431
132°57'0.835
313°
00'
30.1
75
LOBBY
SCR3
SCR3
HR1
HR1
HR1
HR1
HR1
HR1
HR1
SCR3
SCR3
HR8
D
E
FE
RL 53.220
SFL 53.320
RW 50
RW 50
RW 50
FALL
FALL
DP
DP
CON
SCR3
BALCONY
BALCONY
SFL 53.320
DINING
ENTRYDINING
FALL
BED 3
BED 2
KITCHEN
D
D
PTRY
P
DW
BED 1
D
GD
FW
FW
HR1
DW
FW
FALL
FRL
GD
ENS 1
HC
STORE
RW+CTR 50 FRL -/60/60
RLP
53.320
FALL
-/90/30
SP
FALL
FW
SWD
HC
FALL
FALL
FALL
FALL
SWD
SWD
SWD
PDR
SWD
LINEN
FALL
FW
D
STUDY
HWS
HWS
UNIT 3
KITCHEN
HR8
D
SHR
GD
SHR
SHR
GD
BED 1
MPR
SHR
SH
LDRY
WM
ROBE
ROBE
STUDY
WC
BATH
WIR
ENS 1
LINEN
PTRY
SCUL
MPR
R
BED 2
D
BED 3
ROBE
WM
LDRY
ROBE
RO
BE
BATH
WIR 1
R
SCUL
LIVING
LIVING
2 2
D
D
C
C
B
B
A
A
3 3
4 4
1 1
DP150Ø
SWD100Ø
2
TCO-1
TCO-1
TCO-1
FFL 53.320
SWD100Ø
2
SEALED ACOUSTICDUCT REQUIRED
FFL 53.320
5
OVERFLOW SCUPPER 150x50 AT RL 53.220
OVERFLOW SCUPPER 150x50 AT RL 53.220
OVERFLOW SCUPPER 150x50 AT RL 53.220
OVERFLOW SCUPPER 150x50 AT RL 53.220
OVERFLOW SCUPPER 150x50 AT RL 53.220
SWD100Ø
1
BED
BED
ENS
BED
BED
KITCHEN
LIVING
UNIT 3
DINING
BALCONY
BALCONY
LIVING
UNIT 4
DINING
BED
LIFT
OVERFLOWSCUPPER 150x50AT RL 53.220
OFFSET AT HIGHLEVEL BELOW
SWD100Ø
3
SEALED ACOUSTICDUCT REQUIRED
OFFSET AT HIGHLEVEL BELOW
TCO-1
TCO-1
STY/HWU
BED
ST100Ø
1
LDRYT
FWG
WC
B B
FWGSHR
BASINS CONNECTEDAS FIXTURE PAIR
PENETRATEWALL BELOW
SHOWER TO HAVE 110mmWIDE GRATE AND 80ØTRAPPED OUTLET
EPD100Ø
E
AAV UNDERBASIN
TD/HWU
SHOWER TO HAVE110mm WIDE GRATE AND80Ø TRAPPED OUTLET
ST100Ø
4
CD50Ø
BED
BED
ST100Ø
3
ST100Ø
2DBS
AAV
DBS
AAV
S
S
SHOWER TO HAVE 110mmWIDE GRATE AND 80ØTRAPPED OUTLET
SHRFWG
BB
WC
BTH
FWG
B
SHR
EPD100Ø
D
VP50Ø
ENS
WIRBTH
LDRY
STY/HWUTD/HWU
STUDY
WCB
FWG
T
SHOWER TO HAVE 110mmWIDE GRATE AND 80ØTRAPPED OUTLET
LOBBY
STUDYSHR
FWG
BTH
BTH
B B WC
PTRY
SCUL
PTRY
SCUL
WIR
INWALL
DP150Ø
1
OVERFLOW SCUPPER 150x50 AT RL 53.220
65Ø
50Ø
PENETRATEWALL BELOW
TD/AC IN WALL
TD/AC IN WALL
TD/AC IN WALL
USJ
AAV
FIXEDIN KICK
TD/AC IN WALL
TD/AC IN WALL
AAV
KITCHEN
FIXEDIN KICK
TD/AC IN WALL
CAST IN SLAB CONNECTION TO DP
SWD50Ø
4IN WALL
50Ø
CAST IN SLABCONNECTION TO DP
50Ø
65Ø
65ØTD/AC
AAV
TD/AC IN WALL
CONNECT TO STACKABOVE FLOOR
PROVIDE SPITTERSTHROUGH HOB
TCO-1
CAST IN SLAB
JOIN TO SWD ATHIGH LEVEL BELOW
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-0
6.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
06 BA C
6
LEVEL 2 FLOOR PLAN
PLUMBING & DRAINAGE LAYOUT
N
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP06.04.162
PRELIMINARY ISSUE JT RP25.05.163
PRELIMINARY ISSUE JT RP03.06.164
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
LEGEND:SERVICES SHOWN SHADEDARE CAST IN SLAB.
ACCESS PANEL
SANITARY NOTES:1. PIPEWORK SHOWN SHADED TO BE H.D.P.E. CAST IN SLAB FOR RUNS WITH MULTIPLE BRANCHES
AND H.D.P.E OR PVC WRAPPED WITH ONE LAYER OF 10mm CLOSED CELL POLYETHYLENE FORSHORT RUNS HAVING NO BRANCHES OR BENDS AND NOT CROSSING STRUCTURAL JOINTS.
2. BASIN WASTES ARE TO DROP IN WALLS (VANITY CABINETS DO NOT EXTEND TO FLOOR).
3. AIR ADMITTANCE VALVES (AAV) ARE TO RISE IN WALL AND OFFSET INTO CABINETS UNLESSNOTED OTHERWISE.
4. BASINS IN PDR ROOMS TO HAVE INTERNAL OVERFLOWS.
5. AIR ADMITTANCE VALVES VENTING GROUP VENTED BRANCHES ARE TO HAVE A MINIMUM AIR FLOWCAPACITY OF 3.8L/S FOR A MAXIMUM FIXTURE LOADING OF 24 F.U. EQUAL TO 'STUDOR' MINIVENT.
6. BASE OF STACKS AND BASE OF STACK OFFSETS ARE TO COMPLY WITH AS3500.2 CLAUSE 6.7.4 (C).
7. HORIZONTAL WASTE PIPES FIXED IN KICKS ARE NOT TO HAVE 87° BENDS, USE 2x45° BENDS.
8. TUNDISH PIPEWORK CONNECTING TO FWG'S TO BE LAGGED AND TAPED FOR ENTIRE LENGTH TOPREVENT CONDENSATION.
9. INTERNAL TUNDISH RECEIVING AC CONDENSATE SHOWN IN WALLS ARE TO BE RECESSED WALLBOXES WITH CLEAR VIEWING PANELS. BIRTEX FOR EQUAL.
10. TRAPPED TUNDISH (TTD) ARE TO BE FITTED WITH HEPVO DRY TRAPS. TRAPS TO BE ACCESSIBLE.
11. CONTRACTOR TO ALLOW TO APPLY ACOUSTIC WRAPPING HAVING A RATING OF RW+CTR40 ONDRAINAGE THAT IS NOT INSTALLED ABOVE ACOUSTIC RATED WET AREAS.
12. CONTRACTOR TO COORDINATE INSTALLATION OF DRAINS WITH REFLECTED CEILING PLANS ONALL LEVELS.
STORMWATER NOTES:1. STORMWATER PIPES INTERNAL OF BUILDING ARE A SEALED SYSTEM TO BE TESTED TO
AS.3500.3:2003 CLAUSE 10.3 AND BE ACOUSTICALLY LAGGED.
2. TCO-1: DENOTES TERRACE OUTLET HAVING A 130x130 SS GRATE, INTEGRAL PUDDLE FLANGEMEMBRANE CLAMP AND 50Ø SIDE OUTLET CAST IN SLAB. SPS MODEL Q130S4/C90. CAPABLE OF1.5L/S @ 30MM HEAD.
3. TCO-2: DENOTES TERRACE OUTLET HAVING A 150x150 SS GRATE, INTEGRAL PUDDLE FLANGE,MEMBRANE CLAMP AND 100Ø VERTICAL OUTLET. SPS MODEL Q150S4/C. CAPABLE OF 4L/S FLOW@ 30MM HEAD.
4. PBO-1: DENOTES PLANTER OUTLET HAVING AN INTEGRAL PUDDLE FLANGE, MEMBRANE CLAMPAND A 100Ø SLOTTED RISER TO SURFACE AND 100Ø HORIZONTAL OUTLET CAST IN SLAB.SPS MODEL TIA 100/90PB. REFER DETAIL DRAWING H-11.
5. FOR RAINWATER HEAD (RWH) DETAILS REFER DRAWING H-11.
6. STORMWATER GULLIES (SWG) ARE TO BE FITTED WITH REMOVABLE DEBRIS BASKETS AND HIGHFLOW BY-PASS CAPABLE OF 20L/S FLOW EQUAL TO FOX MODEL GPCTFB (GULLIES RECEIVINGINLET PIPES ARE TO BE FITTED WITH CONCRETE RISERS AS PER DETAIL DWG H-11).
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
UNIT 4
LIFT
STAIR 2
RW
50
43°00'47.456
223°00'49.765
128°30'29.431
132°57'0.835
313°
00'
30.1
75
LOBBY
SCR3
SCR3
HR1
HR1
HR1
HR1
HR1
HR1
HR1
SCR3
SCR3
HR8
D
E
FE
RL 53.220
SFL 53.320
RW 50
RW 50
RW 50
FALL
FALL
DP
DP
CON
SCR3
BALCONY
BALCONY
SFL 53.320
DINING
ENTRYDINING
FALL
BED 3
BED 2
KITCHEN
D
D
PTRY
P
DW
BED 1
D
GD
FW
FW
HR1
DW
FW
FALL
FRL
GD
ENS 1
HC
STORE
RW+CTR 50 FRL -/60/60
RLP
53.320
FALL
-/90/30
SP
FALL
FW
SWD
HC
FALL
FALL
FALL
FALL
SWD
SWD
SWD
PDR
SWD
LINEN
FALL
FW
D
STUDY
HWS
HWS
UNIT 3
KITCHEN
HR8
D
SHR
GD
SHR
SHR
GD
BED 1
MPR
SHR
SH
LDRY
WM
ROBE
ROBE
STUDY
WC
BATH
WIR
ENS 1
LINEN
PTRY
SCUL
MPR
R
BED 2
D
BED 3
ROBE
WM
LDRY
ROBE
RO
BE
BATH
WIR 1
R
SCUL
LIVING
LIVING
2 2
D
D
C
C
B
B
A
A
3 3
4 4
1 1TPV
SHR
UNIT 4
T
UNIT 3
T
T
T
BBWC
ENS
CWM
TPVB
B
WC
WIR BED
15 HT/VBR
BED
BED BTH
STUDY
BTHSHR
DBS DWM
DBS DWM
S
LIVING
DINING
KITCHEN
PTRY
S KITCHEN
DINING
LIVING
TPV
WC
B
T
CWM
LDRY
BED
BED BED
ENS
WIR
WC B B
SHR
BTH
SHR
B
BTH
STUDY
MPR SCUL
SCUL
PTRY
BALCONY
BALCONY
MPR
LIFT LOBBY
INDIVIDUAL UNITCOLD WATER RISERS,IV'S & PRV'S IN DUCT
15 HT/VBR
HWU 250L
HWU 250LPDR
REF
REF
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-0
7.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
07 BA B
7
LEVEL 2 FLOOR PLAN
WATER LAYOUT
N
WATER NOTES:1. SERVICES FIXED AT HIGH LEVEL AND DROP IN WALLS U.N.O.
2. CONTRACTOR TO CO-ORDINATE INSTALLATION OF SERVICES WITH REFLECTED CEILING PLANS ON ALL LEVELS.
3. SERVICES SHOWN SHADED TO BE FULLY RETRIEVABLE IN CONDUIT CAST IN SLAB.
4. ALL COLD WATER SUB-METERS ARE TO BE FITTED WITH INTEGRAL DUAL CHECK VALVES AND COMPLYINGISOLATION VALVES UPSTREAM OF THE METER TO ALLOW MINOR FLOWS WHEN THE METER IS LOCKED CLOSEDIN ACCORDANCE WITH Q.U.U TECHNICAL SPECIFICATION FOR SUB-METERING OF MULTI-UNIT PROPERTIES.
5. TEMPERING VALVES (TPV) TO BE INSTALLED IN VANITY CABINETS U.N.O.
6. PRESSURE REDUCTION VALVES (PRV) ARE TO BE SET TO MAXIMUM 500KPA.
7. HOT WATER PIPEWORK TO BE LAGGED WITH 13mm CLOSED CELL POLYETHYLENE.
8. IRRIGATION CONDUITS (IC) IN PLANTERS BY PLUMBING CONTRACTOR. REFER PLANTER DETAIL DRAWING H-X.
9. IRRIGATION CONDUITS (IC) BELOW HARD PAVING TO BE 100Ø CAPPED BOTH ENDS WITH MARKER TAPESTACKED AT SURFACE BY PLUMBING CONTRACTOR. (DO NOT USE 90° BENDS SUBSTITUTE WITH 2 x 45°).
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP25.05.162
PRELIMINARY ISSUE JT RP03.06.163
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
MIN
200
MIN
170
MIN
170
200
200
MIN
170
MIN
170
MIN
170
MIN
170
200
SHELVES
TOW 2700
DESK
BALCONY 1
BED 1
BALCONY 3
LIFT
BED 3
BED 2
BATH
BALCONY 2
STAIR 2D
ROBE
STUDY
LOBBY
HR1
HR1
HR1
HR1
HR1 HR1
HR1
UNIT 5
DINING
CON LID
SCR3
COL
COL
DP
BTH
SWD
1
HR8
E
HC
A/H
DPFA
LL
RW 50
RO
BE
SHR
HR2
HR2
HR1
HR2
COL
LIVING
REF
DRYSCR3
HR1
FALL
WM
GD
PDR 2
CL
FALL
PDR
BED 4
3
DRY
ENTRY
-/90/30
SCR5
WF
FR
WF
FRL
SCULLERY
HC
SCR6
HR2
UBF
HR2
HR2
HR1
HR1
SC
SC
SC
SC
DW
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
SWD
SWD
SWD
SWD
SWD
SWD
SWD
FE
RW 50
RW
50
FW
RO
BE
CPB
LINEN
KITCHEN
STORE
GD
SHR
PTRY
DP
O
DP
COL
DP
PDR
COL
COL
ENS 1
WIR
ENS 2
FW
GD
SHR
LDRY
SFL 56.240
SFL 56.140
HR8
FW
2 2
D
D
C
C
B
B
A
A
3 3
4 4
1 1
DP150Ø
DP150Ø
DP50Ø
DP100Ø
OVERFLOW SCUPPER300Wx50H AT RL 56.140
OVERFLOW SCUPPER150x50 AT RL 56.140
TCO-1
TCO-2
TCO
4
SWD100Ø
2
TCO-2SWD100Ø
3
DP50Ø
3
5
FFL 56.240
2
BALCONY 1
UNIT 5
TCO-1
1
LIVINGDINING
BED 1
BTH ENS
B B
B
LIFT
LDRY
BED 2ENS
WC
B
BALCONY 1
KITCHEN
OVERFLOW SCUPPER300Wx50H AT RL 56.140
OVERFLOW SCUPPER300Wx50H AT RL 56.140
OVERFLOW SCUPPER300Wx50H AT RL 56.140
OVERFLOW SCUPPER300Wx50H AT RL 56.140
OVERFLOW SCUPPER300Wx50H AT RL 56.140
OVERFLOW SCUPPER300Wx50H AT RL 56.140
OVERFLOW SCUPPER300Wx50H AT RL 56.140
CAST IN SLAB DROP OVERROBE AND JOIN TO SWDAT HIGH LEVEL BELOW
TCO-1
TCO-1
OVERFLOW SCUPPER300Wx50H AT RL 56.140
CAST IN SLAB DROP OVERROBE AND JOIN TO SWDAT HIGH LEVEL BELOW
TCO-1
TCO-1
SHRST
100Ø1
STV65Ø
1
VP50Ø
STV50Ø
2
ST100Ø
2
ST100Ø
3
STV50Ø
3
CONNECT TO STABOVE FLOOR
STV65Ø
4IN WALL
ST100Ø
4
OVERFLOW SCUPPER150x50 AT RL 56.140
OVERFLOW SCUPPER150x50 AT RL 56.140
OVERFLOW SCUPPER150x50 AT RL 56.140
OFFSET INCEILING BELOW
VP50Ø
FWG
50Ø
SHOWER TO HAVE A 110mm WIDEGRATE AND 80Ø TRAPPED OUTLET
LOBBY
TTD/ACIN WALL
50Ø
65Ø
SWD50Ø
4CAST IN SLAB
50Ø
65Ø
CAST IN SLAB CONNECTIONTO DOWNPIPE
SWD100Ø
5
TD/AC
SHOWER TO HAVE A 110mm WIDEGRATE AND 80Ø TRAPPED OUTLET
SHOWER TO HAVE A110mm WIDE GRATE AND80Ø TRAPPED OUTLET
CAST IN SLAB CONNECTIONTO DOWNPIPE
BALCONY 3
BALCONY 2
FWGB
B
WC
FWG
SHR
BTH
PDR
TTD/AC WITH CLEARVIEWING PANEL ANDDRY TRAP IN WALL.PROVIDE ACCESSPANEL TO TRAP
BED 4
AAV
AAV
STUDY
PENETRATEWALL BELOW
FWGT
CD50Ø
50Ø
40Ø
40Ø
OFFSET IN WALLABOVE FLOOR
AAV
TTD/ACIN WALL
AAV
WC
SHR
WIR
SCULLERY
PDR
BED 3
DBS
S
WC
FIXED INKICK
FIXED INKICK
PDR 2
VP50Ø
INWALL
INWALL
INWALL
INWALL
B
TD/ACIN WALL
VP50Ø
1SWD100Ø
PROVIDE SPITTERSTHROUGH HOB
INWALL
VP50Ø
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-0
8.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
08 BA C
8
LEVEL 3 FLOOR PLAN
PLUMBING & DRAINAGE LAYOUT
N
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP06.04.162
PRELIMINARY ISSUE JT RP25.05.163
PRELIMINARY ISSUE JT RP03.06.164
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
LEGEND:SERVICES SHOWN SHADEDARE CAST IN SLAB.
ACCESS PANEL
SANITARY NOTES:1. PIPEWORK SHOWN SHADED TO BE H.D.P.E. CAST IN SLAB FOR RUNS WITH MULTIPLE BRANCHES
AND H.D.P.E OR PVC WRAPPED WITH ONE LAYER OF 10mm CLOSED CELL POLYETHYLENE FORSHORT RUNS HAVING NO BRANCHES OR BENDS AND NOT CROSSING STRUCTURAL JOINTS.
2. BASIN WASTES ARE TO DROP IN WALLS (VANITY CABINETS DO NOT EXTEND TO FLOOR).
3. AIR ADMITTANCE VALVES (AAV) ARE TO RISE IN WALL AND OFFSET INTO CABINETS UNLESSNOTED OTHERWISE.
4. BASINS IN PDR ROOMS TO HAVE INTERNAL OVERFLOWS.
5. AIR ADMITTANCE VALVES VENTING GROUP VENTED BRANCHES ARE TO HAVE A MINIMUM AIR FLOWCAPACITY OF 3.8L/S FOR A MAXIMUM FIXTURE LOADING OF 24 F.U. EQUAL TO 'STUDOR' MINIVENT.
6. BASE OF STACKS AND BASE OF STACK OFFSETS ARE TO COMPLY WITH AS3500.2 CLAUSE 6.7.4 (C).
7. HORIZONTAL WASTE PIPES FIXED IN KICKS ARE NOT TO HAVE 87° BENDS, USE 2x45° BENDS.
8. TUNDISH PIPEWORK CONNECTING TO FWG'S TO BE LAGGED AND TAPED FOR ENTIRE LENGTH TOPREVENT CONDENSATION.
9. INTERNAL TUNDISH RECEIVING AC CONDENSATE SHOWN IN WALLS ARE TO BE RECESSED WALLBOXES WITH CLEAR VIEWING PANELS. BIRTEX FOR EQUAL.
10. TRAPPED TUNDISH (TTD) ARE TO BE FITTED WITH HEPVO DRY TRAPS. TRAPS TO BE ACCESSIBLE.
11. CONTRACTOR TO ALLOW TO APPLY ACOUSTIC WRAPPING HAVING A RATING OF RW+CTR40 ONDRAINAGE THAT IS NOT INSTALLED ABOVE ACOUSTIC RATED WET AREAS.
12. CONTRACTOR TO COORDINATE INSTALLATION OF DRAINS WITH REFLECTED CEILING PLANS ONALL LEVELS.
STORMWATER NOTES:1. STORMWATER PIPES INTERNAL OF BUILDING ARE A SEALED SYSTEM TO BE TESTED TO
AS.3500.3:2003 CLAUSE 10.3 AND BE ACOUSTICALLY LAGGED.
2. TCO-1: DENOTES TERRACE OUTLET HAVING A 130x130 SS GRATE, INTEGRAL PUDDLE FLANGEMEMBRANE CLAMP AND 50Ø SIDE OUTLET CAST IN SLAB. SPS MODEL Q130S4/C90. CAPABLE OF1.5L/S @ 30MM HEAD.
3. TCO-2: DENOTES TERRACE OUTLET HAVING A 150x150 SS GRATE, INTEGRAL PUDDLE FLANGE,MEMBRANE CLAMP AND 100Ø VERTICAL OUTLET. SPS MODEL Q150S4/C. CAPABLE OF 4L/S FLOW@ 30MM HEAD.
4. PBO-1: DENOTES PLANTER OUTLET HAVING AN INTEGRAL PUDDLE FLANGE, MEMBRANE CLAMPAND A 100Ø SLOTTED RISER TO SURFACE AND 100Ø HORIZONTAL OUTLET CAST IN SLAB.SPS MODEL TIA 100/90PB. REFER DETAIL DRAWING H-11.
5. FOR RAINWATER HEAD (RWH) DETAILS REFER DRAWING H-11.
6. STORMWATER GULLIES (SWG) ARE TO BE FITTED WITH REMOVABLE DEBRIS BASKETS AND HIGHFLOW BY-PASS CAPABLE OF 20L/S FLOW EQUAL TO FOX MODEL GPCTFB (GULLIES RECEIVINGINLET PIPES ARE TO BE FITTED WITH CONCRETE RISERS AS PER DETAIL DWG H-11).
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
SHELVES
TOW 2700
DESK
BALCONY 1
BED 1
BALCONY 3
LIFT
BED 3
BED 2
BATH
BALCONY 2
STAIR 2D
ROBE
STUDY
LOBBY
HR1
HR1
HR1
HR1
HR1 HR1
HR1
UNIT 5
DINING
CON LID
SCR3
COL
COL
DP
BTH
SWD
1
HR8
E
HC
A/H
DPFA
LL
RW 50
RO
BE
SHR
HR2
HR2
HR1
HR2
COL
LIVING
REF
DRYSCR3
HR1
FALL
WM
GD
PDR 2
CL
FALL
PDR
BED 4
3
DRY
ENTRY
-/90/30
SCR5
WF
FR
WF
FRL
SCULLERY
HC
SCR6
HR2
UBF
HR2
HR2
HR1
HR1
SC
SC
SC
SC
DW
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
SWD
SWD
SWD
SWD
SWD
SWD
SWD
FE
RW 50
RW
50
FW
RO
BE
CPB
LINEN
KITCHEN
STORE
GD
SHR
PTRY
DP
O
DP
COL
DP
PDR
COL
COL
ENS 1
WIR
ENS 2
FW
GD
SHR
LDRY
SFL 56.240
SFL 56.140
HR8
FW
2 2
D
D
C
C
B
B
A
A
3 3
4 4
1 1
LOBBY
IV FOR SOLAR HWU IN CUPBOARDPROVIDE SIGNAGE 'HOT WATERUNIT ISOLATION VALVE'
BALCONY 1UNIT 5 LIVINGDINING
BED 1
BTHENS
WC
DBS
CWM
B
SHR B
LIFT
LDRY
PDR 2
BED 3
BED 2
ENS
WC
B
SHR
BALCONY 1
STUDY
TPV
HOT AND COLDRISE TO SOLARLOLINE STORAGECYLINDER ABOVE
TPV
REF
T
TPV
INDIVIDUAL UNIT CW RISER,IV & PRV IN DUCT
IV FOR SOLAR HWU IN CUPBOARDPROVIDE SIGNAGE 'HOT WATERUNIT ISOLATION VALVE'
HOT AND COLD RISE TO SOLARLOLINE STORAGE CYLINDER ABOVE
BWU/CHWU
DWM
ACCESS DOOR REQUIRED
15 HT/VBR
15 HT/VBR
T
T
BED 4
BTH
WCSHR
B
B
KITCHEN
BALCONY 3
BALCONY 2
PDR
T
WIR
SCULLERY
PDR 3
TTPV
CAST IN SLAB
B
WC
S
B
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-0
9.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
09 BA C
9
LEVEL 3 FLOOR PLAN
WATER LAYOUT
N
WATER NOTES:1. SERVICES FIXED AT HIGH LEVEL AND DROP IN WALLS U.N.O.
2. CONTRACTOR TO CO-ORDINATE INSTALLATION OF SERVICES WITH REFLECTED CEILING PLANS ON ALL LEVELS.
3. SERVICES SHOWN SHADED TO BE FULLY RETRIEVABLE IN CONDUIT CAST IN SLAB.
4. ALL COLD WATER SUB-METERS ARE TO BE FITTED WITH INTEGRAL DUAL CHECK VALVES AND COMPLYINGISOLATION VALVES UPSTREAM OF THE METER TO ALLOW MINOR FLOWS WHEN THE METER IS LOCKED CLOSEDIN ACCORDANCE WITH Q.U.U TECHNICAL SPECIFICATION FOR SUB-METERING OF MULTI-UNIT PROPERTIES.
5. TEMPERING VALVES (TPV) TO BE INSTALLED IN VANITY CABINETS U.N.O.
6. PRESSURE REDUCTION VALVES (PRV) ARE TO BE SET TO MAXIMUM 500KPA.
7. HOT WATER PIPEWORK TO BE LAGGED WITH 13mm CLOSED CELL POLYETHYLENE.
8. IRRIGATION CONDUITS (IC) IN PLANTERS BY PLUMBING CONTRACTOR. REFER PLANTER DETAIL DRAWING H-X.
9. IRRIGATION CONDUITS (IC) BELOW HARD PAVING TO BE 100Ø CAPPED BOTH ENDS WITH MARKER TAPESTACKED AT SURFACE BY PLUMBING CONTRACTOR. (DO NOT USE 90° BENDS SUBSTITUTE WITH 2 x 45°).
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP25.05.162
PRELIMINARY ISSUE JT RP03.06.163
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
3° FALL
3° FALL
3° FALL
LIFTOVERRUN
CON
EQUIPMENTPLANT
EG
EG
EG
EG
EG 3° FALLEC
EC
EC
EC
EC
EC
EC
EC
ECEC
DP
DP
DP
DP
DP
6° FALL
A/C
VOID
VOID
A/H
FALL
CON
VOID
HWS
HWS
A/C
DP
DP
SPREADER
SPREADER
SWD
FALL
FALL
FALL
SP1
SC
SC
HR2
HR2
2
D
D
C
C
B
B
A
A
3
4
1
ROOF PLANSCALE 1:100
DP150Ø
DP150Ø
DP50Ø
DP100Ø
DP100Ø
DP50Ø
PLANT
EAVES GUTTER TO HAVE A MINIMUMCROSS SECTIONAL AREA OF 33,000mm²EQUAL TO 300 HALF ROUND
EAVES GUTTER TO HAVE A MINIMUMCROSS SECTIONAL AREA OF 33,000mm²EQUAL TO 300 HALF ROUND
SWD100Ø
Q100 OVERFLOW SCUPPER (O/S)400W WITH RL AT BASE OF SCUPPER50mm ABOVE RL OF TCO
SPREADER
2
EAVES GUTTER TO HAVE A MINIMUMCROSS SECTIONAL AREA OF 23,000mm²EQUAL TO 250 HALF ROUND (SIZE T.B.C.WITH ARCHITECTURAL DWGS)
1
5
OFFSET ON WALL ATHIGH LEVEL UNDER
4
A
1
TCO-2DROP BELOW SLAB AND CONNECTTO SWD IN DUCT BELOW
DP100Ø
B
SPREADER
3
50Ø CAST IN SLAB
TD/HWU/AC
EAVES GUTTER EQUALTO 100 HALF ROUND
EAVES GUTTER EQUALTO 100 HALF ROUND
EAVES GUTTERS TO BE INSTALLED:
1. AT 1:500 MINIMUM FALL
2. GUTTER SUPPLIER TO PROVIDE CONFIRMATION THATEAVES GUTTERS CAN ACHIEVE A CONTINUOUSOVERFLOW VOLUME OF 1.4 L/S PER METER LENGTHALONG FULL LENGTH OF ALL GUTTERS.
EAVES GUTTER ON RAKE
RWH FEFER DETAILDWG H-11
OFFSET BELOWROOF SHEETING
STV65Ø
1
VP50Ø
STV65Ø
2
3x RHEEM LOLINE COLLECTORPANELS INSTALLED TOMANUFACTURERS SPECIFICATIONS
2x RHEEM LOLINE COLLECTORPANELS INSTALLED TOMANUFACTURERS SPECIFICATIONS
TD/HWU/AC
50Ø CAST IN SLAB410L STORAGE CYLINDER FORRHEEM SOLAR LOLINE HOT WATERSYSTEM MODEL 511430 WITHELECTRIC BOOST
270L STORAGE CYLINDER FORRHEEM SOLAR LOLINE HOT WATERSYSTEM MODEL 511270 WITHELECTRIC BOOST
STV65Ø
4
VP50Ø
OFFSET BELOWROOF SHEETING
STV65Ø
3
OFFSET BELOW ROOF SHEETING CONNECTTO STV AT HIGH LEVEL BELOW(TYPICAL STV 2 & STV3)
VP50Ø
JOIN TO STV ATHIGH LEVEL BELOW
INWALL
LINE OF ROOF BELOW
3° FALL
3° FALL
EC
EC
EC
EC
EC
EG
EG
ROOF BELOW
ROOF BELOW
DP
DP
B
B
A
A
UPPER ROOF PLANSCALE 1:100
DP100Ø
EAVES GUTTER TO HAVE AMINIMUM CROSS SECTIONALAREA OF 5,000mm² EQUALTO 125 HALF ROUND
B
EAVES GUTTER TO HAVE AMINIMUM CROSS SECTIONALAREA OF 5,000mm² EQUALTO 125 HALF ROUND
DP100Ø
A
STV50Ø
4
VP65Ø
STV50Ø
1
2
3
4
1
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-1
0.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
1:100 1:200
0 1 2 3 4 5
10 BA C
10
N
ROOF PLAN & UPPER ROOF PLAN
ALL SERVICES LAYOUT
PRELIMINARY ISSUE JT RP04.11.151
PRELIMINARY ISSUE JT RP06.04.162
PRELIMINARY ISSUE JT RP25.05.163
PRELIMINARY ISSUE JT RP03.06.164
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
200
400
300min
300 HALF ROUNDEAVES GUTTER
150 DOWNPIPEFROM PAN OF SUMP(POSITION CENTRALLY)
300 min
DP
150Ø
280
SUMP
300min
400
300 HALF ROUNDEAVES GUTTER
SUMP
200
300 HALF ROUNDEAVES GUTTER
EAVES GUTTER AND SUMP RAINHEAD DETAILNOT TO SCALE
ELEVATION
PLAN VIEW
FLOOR SLAB
GRAVEL BACKFILLAS REQUIRED
FORMED SPOON DRAIN150 WIDE MAX. 50 DEEP
150 DIA. GRATE INFINISHING COLLAR
NOTEREFER STRUCTURAL ENGINEERS DRAWINGS FOR FOOTING / SLAB DETAILS
100 DIA.
100 SUBSOIL DRAININ FILTER SOCK
PUDDLE FLANGE
SPOON DRAIN OUTLET (SDO) DETAILNOT TO SCALE
IL 47.230
RL 47.600
SILT BASKET
'FOX' SILT TRAPWITH BY-PASSMODEL GPCTFB
TO STORMWATER
BY-PASS
GROUND LEVEL
CONCRETE SURROUND7510
0
COLUMN
DOWNPIPE
DOWN PIPE OVER 'FOX' GPCTFB SWGNOT TO SCALE
150Ø
SILT
150150
S.L.
150
A A
150Ø OUTLET
REMOVABLE BASKET WITH FULLBY-PASSTO CATCH SOLIDS & SILTS
715x715 'EVERHARDHDG GRATE
INLET ENCASED IN CONCRETEREFER LAYOUTS FOR SIZE
'FOX' GPCTFBENCASED IN CONCRETE
415
CONCRETE RISERDEPTH AS REQUIRED
PLAN
SECTION A-A
15MPA CONCRETE
FILTER PIT USING 'FOX' GPCTFB SWGNOT TO SCALE
ENSURE RISER CONSTRUCTIONALLOWS FOR EASY REMOVALOF DEBRIS BASKET
TOP VIEW SECTION A-A
A
A
150m
in15
0min
150min 150min
EVERHARD V-GUARD 600 AP FITTED WITH RISERS DETAILNOT TO SCALE
SUGGEST POURING SURROUNDING BACKFILL 20MPa CONCRETE TO MAX 120mm ABOVEV-GUARD TOP EDGE TO ENABLE REMOVAL OFINTERNAL BRACES (SEE INSTALLATIONINSTRUCTIONS) BEFORE COMPLETION OFCONCRETE BACKFILL.
50mm MIN THICK CONCRETE BLINDINGSLAB TO SET HEIGHT FOR UNIT
INCORPORATE REMAINING BACKFILLWITH INSTALLATION OFSURROUNDING PAVEMENT ENSUREGRATE IS FITTED TO RISER ANDEXPANSION STRIP FITTED AROUNDRISER RIM (SEE V-GUARDINSTALLATION INSTRUCTIONS)
STD SERIES 600 PIT RISERS
SELECTED OUTLETPIPE NOT SHOWN
5012
0max
1200
600
300
CLASS 'C' GRATE
CONCRETE SURROUND
150Ø INLET
PIPE SOCKET F&F WITH CAP (RRJSOCKET x SWJ SOCKET)
ENSURE PIPEWORK LOCATED WITHINCONCRETE STRUCTURE IS COATEDWITH 'BONDCRETE' & SAND
PUSH ON CAP -SWJ
LEVEL INVERT TAPER M&F -SWJ
90° REDUCING JUNCTION-SWJ
NOTE:ALL JOINTS TO BE MADEWATERTIGHT.
150Ø HOLDING WELLWITH SS ACCESS COVER.
FLOOR RL(SEE FLOOR PLANS)
(ALL
OW
180
0)TO
LIF
T M
AN
UFA
CTU
RES
REQ
UIR
EMEN
TS
3OO X 300 GULLY WITHNON - SLIP GRATING
LIFT SHAFT
600
PUDDLE FLANGE
LIFT PIT HOLDING WELLNOT TO SCALE
100Ø
150Ø
100Ø uPVC
10mm x 40mm SLOTS
5mm x 40mm SLOTS
@ 43mm CENTRES
@ 43mm CENTRES
INSPECTION PIPE100Ø SLOTTED
PUSH-IN DRAINAGE/INSPECTION GRATE
WATERPROOF MEMBRANE (BY OTHERS)
GEOFABRIC (BY OTHERS)
DRAINAGE CELL (BY OTHERS)
100mmMAX.
PLUMBING CONTRACTOR TO INSTALL 25Ø PVCCONDUIT FOR IRRIGATION WATER SUPPLY LINE(REFER FLOOR PLAN FOR LOCATION)
CONNECT TO IRRIGATION CONTROLSOLENOID (BY OTHERS)
SOLENOID CONTROL CABLE(BY OTHERS)
FLEXIBLE SEALANT
PLUMBING CONTRACTORTO INSTALL 15Ø PVCCONDUIT FOR SOLENOIDCONTROL CABLE
SOIL AS SPECIFIED BY LANDSCAPEARCHITECT (BY OTHERS)
SPS MODEL TIA 100/90 PBPLANTER DRAINAGE UNIT
PLANTER DRAINAGE CAST IN SLAB DETAILNOT TO SCALE
FLEXIBLE SEALANT
BUNDED EXTERNAL REFUSE WASHDOWN DETAILNOT TO SCALE
GROUND LEVEL
SECONDARY STRAINER
TO SEWER
CONCRETE
STRAINERBASKET
GROUND LEVEL
HINGEDGRATE
100mm200mm
1000mm
1200mm
ELEVATION PLAN
PLAN
BUCKET TRAP TO BE 'SPS' MODELQ150SR-BTM 9316 STAINLESS STEEL0 WITHSELF CLOSING SECONDARY STRAINER
100Ø uPVC
VOID SPACE
10mm x 40mm SLOTS
5mm x 40mm SLOTS
@ 43mm CENTRES
@ 43mm CENTRES
INSPECTION PIPE100Ø SLOTTED
PUSH-IN DRAINAGE/INSPECTION GRATE
WATERPROOF MEMBRANE (BY OTHERS)
GEOFABRIC (BY OTHERS)
DRAINAGE CELL (BY OTHERS)
100mmMAX.
TYPICAL PLANTER DRAINAGE DETAILNOT TO SCALE
SOIL AS SPECIFIED BY LANDSCAPEARCHITECT (BY OTHERS)
SPS MODEL TIA100PBPLANTER DRAINAGE UNIT
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-1
1.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
11 BA B
11
DETAILS
PRELIMINARY ISSUE JT RP06.04.161
PRELIMINARY ISSUE JT RP25.05.162
PRELIMINARY ISSUE JT RP03.06.163
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
50EQ
AU
LEQ
AU
LEQ
AU
LEQ
AU
L
1200
300
NOTE:1. GUARDS TO BE FABRICATED FROM
1.6 MM GALVANIZED STEEL SHEET.
25mm CLEARANCE BETWEENGUARD & PIPE
DEPTH ASREQUIRED
LENGTH ASREQUIRED 5050
COPPER OR PVC PIPES
MASONARY ANCHOR BOLT
COPPER ORPVC PIPES
BOLT HOLEPOSITIONS
POSITION OFTEST GATES
50
WALL GUARD(NOTES & DIMENSIONS TYPICAL FOR ALL GUARDS)
PIPE GUARD DETAIL(NOT TO SCALE)
CORNER GUARDEND OF COLUMN GUARDELEVATION
TUNDISH - ZIP HYDROTAPINDICATIVE DETAILNOT TO SCALE
ZIP HYDRO TAP
DISCHARGE OVER TUNDISH
ZIP UNIT PROPRIETARY DRIP TRAY
CUPBOARD
FLOOR LEVEL
REFER FLOOR PLANFOR CONTINUATION
GROUND LEVEL75mm MIN.
CONCRETE SURROUND
TYPICAL CONNECTION OF PUMPED WASTEDISCHARGE FROM SWIMMING POOLSNOT TO SCALE
OVERFLOW RELIEFGULLY GRATE
WASTE MAY DISCHARGEINTO BRANCH
PUMPED DISCHARGE FROMSWIMMING POOL
CONCRETE SUPPORT FOROVERFLOW RELIEF GULLY
150m
m
FULLY RETRIEVABLE PRE-SLEEVEDPOLYBUTYLENE FLEXIBLE WATERPIPE OR EQUAL
STEEL REINFORCING (TYPICAL)
SLEEVE END CAP (TYPICAL)
TYPICAL CONCRETE FLOOR SLAB
TYPICAL PRE-SLEEVED POLYBUTYLENE FLEXIBLEWATER PIPE CAST INTO CONCRETE SLAB
DETAIL OF PRE-SLEEVED FULLY RETRIEVABLEWATER PIPE INSTALLED IN CONCRETE SLABNOT TO SCALE
HOT & TEMPERED WATER SERVICES SHALLBE INSULATED WITH 13mm CLOSED CELL POLYETHYLENEAND FITTED IN WATERTIGHT CONDUIT
PROVIDE CONCEALED WATER SERVICE PIPESBENEATH CONCRETE SLABS IN ACCORDANCEWITH AS/NZS 3500.1:2003 SECT. 5.5.4
PROVIDE WATER SERVICE PIPEWORK ENCASED INCONDUITS EMBEDDED WITHIN WALLS AND FLOORS INACCORDANCE WITH A.S.3500.1:2003 SECT. 5.5.3
TO BE INSTALLED AS PERAS3500.4:2003 SECTION 5
15
ELECTRICHWU
T&PR RELIEF VALVE
TERMINATE AS PERAS 3500.4:2003 CL5.12
15
UNION CONNECTION
AS SHOWN ONDRAWINGS
ISOLATING VALVE
PRESSURE LIMITING VALVE
NON-RETURN VALVE
CONCRETE BASE
EXTERNAL HWU INSTALLATIONNOT TO SCALE
FALL (2.5%)
TD
20
15
T&PR RELIEFVALVE
15
ELECTRICHWU
UNION CONNECTION
20mm
SLAB DEPTHAS SHOWN ONSTRUCTURALS
LINE STRAINERPRESSURE LIMITING VALVENON-RETURN VALVE
20
20
REFER TO SANITARYLAYOUTS FOR CONTINUATION
ISOLATING VALVEPROVIDE SAFE TRAY IN ACCORDANCEWITH AS/NZS 3500.4:2003 SECTION5.4.3
UNION CONNECTION
INTERNAL HWU INSTALLATIONNOT TO SCALE
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-1
2.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
12 BA A
12
DETAILS
PRELIMINARY ISSUE JT RP25.05.161
PRELIMINARY ISSUE JT RP03.06.162
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
COMMONDISCHARGE PIPE
50Ø RISER
SLAB
'STUDOR' GROUP VENT AIRADMITTANCE VALVE BRANCHINGFROM COMMON DISCHARGE PIPE
AIR ADMITTANCE VALVE UNDERIN SINK/LAUNDRY CUPBOARDNOT TO SCALE
'STUDOR' GROUP VENT AIRADMITTANCE VALVE BRANCHING FROMCOMMON DISCHARGE PIPE
50Ø RISER WITHIN FRAME
CONNECT 50Ø GROUP VENT FROMCOMMON DISCHARGE PIPE
SLAB
AIR ADMITTANCE VALVE UNDER BASINNOT TO SCALE
SINK
A/C CONDENSATE DRAIN
'MODTECH' IN WALL TUNDISHCONNECTED TO FIXTURE TRAPNOT TO SCALE
AIR GAP SHALL BE NOT LESSTWICE THE DIAMETER OF THEOUTLET PIPE
TOP OF TUNDISH SHALL BEABOVE THE FLOOD LEVELRIM OF THE FIXTURE FLOOD LEVEL RIM
OF FIXTURE
CAP & LININGMALE
MALE IRONADAPTOR40Ø TUNDISH
DRAIN CONNECTEDABOVE WATER SEAL
WALL
CLEAR VIEWING PANEL
MODTECH INWALL TUNDISH
BRITEX IN WALL TUNDISH MODEL D-TDW-BNOT TO SCALE
R10
130
REFER FLOOR PLAN FORCONTINUATION
PROVIDE PLUGS/STOPPERS ASREQUIRED
304 GRADE STAINLESS STEEL
3167
FACE OF FINISHPLASTERBOARD WALL(INDICATIVE)
LIP OF TUNDISH OVEREXPOSED PLASTERBOARD
REFER FLOOR PLAN FORCONTINUATION
VIEWING PANEL
NOTE:REFER MANUFACTURERS DRAWINGS FORDETAILED DIMENSIONS. CRITICALDIMENSIONS NOTED ONLY THIS DETAIL.
VIEWING PANEL
FACE OF FINISH PLASTERBOARDWALL (INDICATIVE)
FRONT VIEW SIDE VIEW
TOP VIEW 3D VIEW
190
130
32Ø 25Ø
150
75
24
24
66
SLAB
VANITYBASIN
FWG
40
A/C UNITCONDENSATE DRAIN
WALL
AIR GAP TWICEDIAMETER OF PIPE
50x40 (uPVC) L.I.T.
A/C TUNDISH WASTE IN WALL TO FWGNOT TO SCALE
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-1
3.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
13 BA A
13
DETAILS
PRELIMINARY ISSUE JT RP25.05.161
PRELIMINARY ISSUE JT RP03.06.162
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
LEVEL 2
LEVEL 3
PLANT DECK
GROUND/LEVEL 1
BASEMENT
COLD WATER DIAGRAMMATICNOT TO SCALE
40
20Ø SUBMETER (TYPICAL)
IV WM
POOL DECK
DCV
40
2020
2020
25
2540
IVPRV
25 20 20 20 20
IVPRV
25 20 20
IVPRV
20
25 20
DCV
20
20 2020
HT
IRRIGATION SUPPLYHT
REFUSE
UPPER ROOF
RPZD 2020
HT
15
20
HT HT(POOL TOP UP)
2015
20IV IV HWUIV
20 20
POOL PAVILION PWD
dBS
dWC
SHR
20
15
HWU
20
TCWM
20
HT20
DBS
15 UNIT 1 20B B
TTPV
15
ENS 2
SHR
20
DWM WC
TCWM
20
B
TTPV
2020
BTH
BSHR
BTH
WC
B B
SHR
ENSUNIT 3
WC
HWU
20
20
DBS S
HT
DWM
HWU
20
SOLAR HOT WATERSTORAGE CYLINDER(410L)
UNIT 5
SHR
20
B B
TTPV
20
ENS 1
WC
B
WC
SHR
BTHUNIT 2
HWU
HT20
20
DBS
20
B B
TTPV
15
ENS 2
SHR
20
DWM WC
20
TCWM
SHR
TTPV
15
B
BTH
BTH20
20
WC
B
WC
SHR
20TTPV
1520
20
HWU
20
20
SHR
BTH
UNIT 4
B
TTPV 15
B
20
2020
WC
TCWM
HT TTPV
15
BSHR
20
B
20
WC
ENS
HWU
20
SOLAR HOT WATERSTORAGE CYLINDER(270L)
20
LEGEND:SERVICES SHOWN SHADEDARE CAST IN SLAB.
IV
IV
25 RPZDIV
IV
LDRY
TCWM
TTPV
B
PDR LDRY
20
20
20
2020
15
DBS
DWM
20KITCHEN
20
S
15BWU/CHWU
SCULLERY
20
15IV
PRV
REF
HT
2020
20
BTH
20
B
TTPV
B
20
20
SHR
WC
ENS ENS
BTH
B B
T
TPV20
SHR
20
WC
20
20
B
IV (HWU)
20
20
HT
DBS S
DWM
PRV15REF
PRV15REF PRV
15REF
PRV15REF
20
BTH
ENS 1
WC
IV (HWU)
20 TTPV
15
B
20
WC
SHR
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-1
4.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
14 BA C
14
DIAGRAMMATICS
PRELIMINARY ISSUE JA RP03.06.161
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JT RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
LEVEL 2
LEVEL 3
PLANT DECK / ROOF
GROUND/LEVEL 1
BASEMENT
HOT WATER DIAGRAMMATICNOT TO SCALE
POOL DECK
UPPER ROOF
15 T
TPV
15
SSHR
POOL AMENITIESBBQ
HWU
HWU
20
TCWM
20
DBS
15 15
B B
TTPV 15
KIT ENS 2
SHR
20
B
TTPV 20
BTH
SHR
20 15
ENS 1
B B
SHR
UNIT 1
20
HWU
20
DBS
15
KIT
UNIT 2 15
B B
TTPV 15
ENS 2
SHRT
CWM
15
LDRY
SHRB
TTPV15
20
BTH
BTH 20
ENS 1
B
SHR
15
20
HWU
20
TCWM
15
LDRY
1520
SHR
ENS
B B
SHR
1520BTH
BB
20TTPV20 15
BTH
DBS S
15UNIT 3
HWU
20
S DBS
15
SCULKIT KITSCUL
B
TTPV 15
15 15
20 15
BSHR
BTH
BTH
TCWM
15
LDRY
B B
ENS
TTPV 15
SHR
UNIT 4
HWU
UNIT 5
HWU
SOLAR HOT WATERSTORAGE CYLINDER(270L)
SOLAR HOT WATERSTORAGE CYLINDER(410L)
20 20
LEGEND:SERVICES SHOWN SHADEDARE CAST IN SLAB.
20 15
SHRB
TTPV
15
ENS
15
15
SHRB
TTPV
20
20
20 15
S
SCULLERY
TCWM
15
LDRY
TTPV
15
B
PDR
DBS
KIT
BTH
B B
20
TTPV 20
SHR
20 15
B
20
ENS PDR
15
B
15
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-1
5.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
15 BA C
15
DIAGRAMMATICS
HOT WATER LAYOUT
PRELIMINARY ISSUE JT RP03.06.161
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JT RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
LEVEL 2
LEVEL 3
ROOF
GROUND/LEVEL 1
BASEMENT
IOS
AAV
50 IOS
65
REFUSE
FWG
B
40
TD/AC
B
IOSSHR/GD
80 65
100
4040
WC
IOS
100100 @ 1.65%
FWG40
B
40SHR/GD
80 50
VC
50
65
50WC
BTH
65 100
SHR/GD
80 50
FWG
B
65
TD/AC
B
40
40
40
65
B
40
12 F.U.D
UNIT 3
TGEJ
100
IOS
100
TTD/AC
65
DBS
DRY TRAP
65
FWG
T
TD/AC
40
65
WC
50 FWG
65
B
40
SHR/BTH
40FWG
SHR/GD
80 50
65
TD/AC
B
40
40
WC
100
TGEJ
100
100 @ 1.65%100 @ 1.65%
28 F.U.A
WC
UNIT 2
1
100
TGEJ
100
26 F.U.FVM
WCSHR/GD
50
FWG
B
65
TD/AC
B
40
40
40
UNIT 2
100
FWG
T
TD/AC
40
65
50
AAV
5065
WC
100
FWG
65
B
40
50
TD/AC
40
TGEJ
100
B
SHR/GD
80
FWG
50
TD/AC
40
SHR/GD
80 50
WC
100
VP
50
UNIT 5
UNIT 4
POOL DECK
H-17
H-17
LEGEND:SERVICES SHOWN SHADEDARE CAST IN SLAB.
FIXTURE PAIR
FWG/BT
65 65
VC
VC
B
40
STV
65
100 100
SHR/GD
5065
FWG
B
40
50
B
40
VP
50
AAV
50
65
100
SANITARY DIAGRAMMATICNOT TO SCALE
EPD
EPD
ST
40
80
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-1
6-17
.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
16 BA C
16
DIAGRAMMATICS
PRELIMINARY ISSUE JA RP03.06.161
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C
LEVEL 2
LEVEL 3
ROOF
GROUND/LEVEL 1
BASEMENT
TGEJ
100
TGEJ
100E
11 F.U.
34 F.U.B
100
WC
65
B
40
AAV
65
50
100
FWG
65
B
40
BTH
40
TD/AC
40 50
100
SHR/GD
80 65
HWU
STY
UNIT 4
WC
100
WCSHR/GD
80 50
FWG
B
65
TD/AC
B40
4040
SHR/GD
50FWG
65
B
40
DBS
TGEJ
100
80
WC
100
TGEJ
100
65
B
B
40
AAV
40
50
50
50FWG
T
TD/AC
40
65
50
HWU
STY
50
USJ
TD/AC
FWG
65
BTH
40
40
WC
VC
STV
65
B40
65
4
65100
UNIT 5
TTD/AC
50
DRY TRAP
50
40
TGEJ
100
421 F.U.SST
317 F.U.FVM
TGEJ
100DBSAAV
TD/AC
S AAV
50
UNIT 3
DBSAAV
UNIT 5
VC
STV
50
UNIT 1
100 @ 1.65%
100
TGEJ
100
219 F.U.SST
100 @ 1.25%
100 @ 1.65%100 @ 1.65%
TGEJ
100DBSAAV
TD/ACS
50
50
50
40
UNIT 4
VC
STV
50
50
FWG
40
50TD/AC
65
UNIT 5
FWG
T
65
50
HWU
STY50
TGEJ
100
100 @ 1.65%
IOS
100
IOS
100
72 F.U.C
IOS
dWC
100
VC
50
FWG
dB
100
40 SHR
100
S
50
100100
POOL AMENITIES BBQ
100 @ 1.65%
TGEJ
100
IOS ORG
100
100 @ 2%
10 F.U.
TG
IOS
150
150
165 F.U.
100100 @ 1.65%
CONTINUES ATLOWER GROUND
BASEMENT
POOL DECK
LOWER GROUND
FROM BASEMENTLEVEL
POOL DECK
H-16
H-16
LEGEND:SERVICES SHOWN SHADEDARE CAST IN SLAB.
6565
100
TD/AC40
40
40
B40
AAV
SHR/GD
5080
100
50B
40
40
VP
50
WC
100
65
50
50
S50
AAV
T
50
65
50
EPD
EPD
ST
ST ST ST
EPD
EPD
EPD
SANITARY DIAGRAMMATIC CONTINUENOT TO SCALE
SANITARY DIAGRAMMATIC CONTINUENOT TO SCALE
VP
50
50
6517 BA C
17
DIAGRAMMATICS
ORIGINAL SIZE: A1
Date:
Job No: Dwg No:Disc:
Scale:
Stage:
Sheet:
Issue:
OCTOBER 2015 (A3)(A1) OF
15094 - H -
17
Drawing Title:
Project:
North Point:Design:
Drawn:
Checked:
Hydraulic Consultant:
Architect:
Int. App.AmendmentDateIssue
APPROVAL
AHSCA
(07) 5437 7660 | [email protected]/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ASPE
HYDRAULIC SERVICES
Drawing Style:
Out of stratadrainage
In strata water
PLUMBING DESIGN & DRAFTING
hydraulic and fire protection consultants
Plotted by: 'jtate'
Plot date: 06 Oct, 2016 - 4:01pm
Richard Poole
Mark Laverick
Juanita Tate
43-45 ELANDA STREET,SUNSHINE BEACH, QLD, 4567
sroretnI ierutcetihrcAngiseDnscB bk kc aa Jl enr ou
epacsdnaL
faxphone
07 5443 403007 5443 3200
email [email protected]
37 Aerodrome Rd Maroochydore QldP.O. Box 154 Cotton Tree Qld 4558
FILE
NAM
E &
PATH
: W
:\15
094-
43-
45 E
land
a Str
eet,
Sun
shin
e Bea
ch\c
ad s
ectio
n\cu
rren
t dr
awin
gs\1
5094
-H-1
6-17
.dw
g
P
LOTT
ED B
Y: 'j
tate
'
PLO
T D
ATE
& T
IME:
06
Oct
, 20
16 -
4:0
1pm
This drawing is confidential and is not to be reproduced in any formas a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.note: symbols are drawn in the correct position but are not to scale
PRELIMINARY ISSUE JA RP03.06.151
ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A
ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B
ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C