INDIGO APARTMENTS, SUNSHINE BEACH HYDRAULIC...

INDIGO APARTMENTS, SUNSHINE BEACH

HYDRAULIC SERVICES

TITLE STATUS: FREEHOLD

RPD: LOT 1 ON SP230070

These plans have been designed to and comply with :

AS/NZS. 3500.1 :2003

AS/NZS. 3500.2 :2003

AS/NZS. 3500.3 :2003

AS/NZS. 3500.4 :2003

LOCALITY PLAN

NOT 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 METER

DROPPER

RISER

WATER FIXTURE/TAPS

SYMBOLS

DOUBLE CHECK VALVE

##

DENOTES NUMBER OF

STOP TAP

GENERAL NOTES

1. 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 THE

LOCAL AUTHORITIES TRADE WASTE MANAGEMENT PLAN.

4. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION AND

THE REQUIREMENTS OF ALL RELEVANT AUSTRALIAN STANDARDS.

5. ENSURE INVERT LEVELS AND SUFFICIENT COVER TO ALL SERVICES ARE OBTAINABLE PRIOR TO

COMMENCEMENT.

6. THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED PLUMBING AND DRAINAGE

INSTALLATION. USE DIMENSIONED ARCHITECTURAL DRAWINGS FOR SET OUT OF PENETRATIONS RELATING

TO PLUMBING FIXTURES. IT IS THE RESPONSIBILITY OF THE INSTALLER TO COORDINATE THE ON-SITE

INSTALLATION WITH OTHER SERVICES INSTALLATIONS AND THE LIKE.

7. THE CONTRACTOR SHALL CONFER WITH THE LOCAL AUTHORITY AND PUBLIC UTILITIES TO ASCERTAIN THE

LOCATION AND THE DEPTH OF ANY AND ALL EXISTING SERVICES WITHIN AND EXTERNAL TO THE PROPERTY

WHETHER DOCUMENTED OR OTHERWISE.

8. 'AS-CONSTRUCTED' DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL

RECORD 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 PROVIDERS

REQUIREMENTS.

9. AS A CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE AND SHALL BE DEEMED TO BE

FULLY AWARE OF THE SITE CONDITIONS. ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGE

OF THE SITE CONDITIONS SHALL NOT BE ACCEPTED.

10. ALL HOT AND COLD WATER SERVICES WITHIN A CONCRETE SLAB OR CONCRETE FILLED WALL SHALL BE ONE

OF 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 CONDUIT

FOR 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 AND

PAY 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 RESISTANCE

LEVEL, MUST BE INSTALLED SO THAT THE FIRE RESISTING PERFORMANCE OF THE BUILDING ELEMENT IS NOT

IMPAIRED.

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 THE

MECHANICAL AND AIR-CONDITIONING SERVICES ON SITE.

21. PROTECT ALL PIPEWORK SUBJECT TO VEHICULAR DAMAGE WITH PIPE GUARDS OR BOLLARDS AS

APPROPRIATE.

22. ALL PIPEWORK SHALL BE IDENTIFIED IN ACCORDANCE WITH AS1345. IDENTIFICATION MARKINGS SHALL BE

INSTALLED AT DISTANCES NOT EXCEEDING 3.000MM AND SHALL BE ON EITHER SIDE OF WALLS ETC. TO

ENABLE INSTANT RECOGNITION.

23. COORDINATE AND PROVIDE ALL PIPE PENETRATIONS AND RECESSES WITHIN THE STRUCTURE (WHETHER

DOCUMENTED OR OTHERWISE) TO ENSURE MINIMUM CLEARANCES ARE AVAILABLE.

24. PROVIDE AN ANTI-FOAMIMG DEVICE TO ANY FLOOR WASTE GULLY RECEIVING WASTE DISCHARGE FROM

LAUNDRY TUBS AND OR WASHING MACHINES. CONNECTION FROM DISCHARGE PIPE TO GULLY RISER TO BE

AT 45°.

BACKFLOW PREVENTION

1. 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 AND

INDIVIDUAL STOP TAPS.

3. TYPE 'C' IRRIGATION IS NOMINATED FOR THIS PROJECT. SHOULD ANY OTHER TYPE OF IRRIGATION BE

INSTALLED, PROVIDE PROTECTION IN ACCORDANCE WITH AS 3500.1;2003 SECTION 7.

WATER SUPPLY NOTES

1. 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/NZS

3500.1:2003, 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 ALL

OTHER 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 WITH

AS 3500.4 AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY. WHERE HOT WATER

UNITS 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 INSTALLED

IN HOT WATER SYSTEMS SUPPLIED BY SOLAR AND/OR INSTANTANEOUS HOT WATER UNITS ARE TO BE HIGH

PERFORMANCE, RATED FOR HIGH TEMPERATURES.

12. PROVIDE 65°C HOT WATER TO KITCHEN SINK, LAUNDRY TUB AND WASHING MACHINE ONLY. SUPPLY ALL

OTHER HOT WATER OUTLETS WITH HOT WATER NOT EXCEEDING 50°C EXCEPT PWD AMENITIES, NURSING

HOMES 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 PIPES

HAVING EQUIVALENT DIMENSIONAL AND FLOW CHARACTERISTICS TO THAT OF TYPE B COPPER TUBE. WHERE

ALTERNATIVE MATERIALS ARE USED, AN EQUIVALENT PIPE SIZE APPROPRIATE TO THE MATERIAL BEING USED

SHALL BE SELECTED. IN NO CASE SHALL THE INTERNAL DIAMETER OF ANY ALTERNATE PIPE MATERIAL BE

LESS 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 SITE

OR 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 40mm

WITH THE PURPOSE STAMPED INTO THE PLATE IN MINIMUM 5mm HIGH LETTERS.

WATER METERS

CONTRACTOR TO ENSURE COMPLIANCE WITH 'UNITY WATER' STANDARD SPECIFICATION POLICY NUMBER

INS0005 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 POLICY

INS0005

ALL 20MM WATER METERS ARE TO BE FITTED WITH INTEGRAL DUAL CHECK VALVES AND COMPLYING

ISOLATION VALVES UPSTREAM OF THE METER TO ALLOW MINOR FLOWS WHEN THE METER IS LOCKED

CLOSED

AUTOMATIC READOUT (AMR) SYSTEMS INSTALLED ARE TO APPROVED BY UNITY WATER AS LISTED IN

APPENDIX 2 OF POLICY INS0005

THE ELECTRICAL CONTRACTOR IS REQUIRED TO INSTALL ALL NOMINATED WIRING AS PER 'UNITY WATER

STANDARD SPECIFICATION FOR SUPPLY AND INSTALLATION OF ELECTRONIC AND MECHANICAL WATER

METERING' POLICY NUMBER INS0005

THE 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 TO

INSTALLING SUB METERS.

2. THE SUPPLY AND INSTALLATION OF ALL COLD WATER METERS IN ACCORDANCE WITH LOCAL SERVICE

PROVIDERS REQUIREMENTS.

3. THE FIXING OF ALL SCAN COUNTERS WITHIN A CABINET OR ENCLOSURE IN ACCORDANCE WITH LOCAL

SERVICE PROVIDERS REQUIREMENTS.

4. THE SUPPLY AND INSTALLATION OF ALL REQUIRED WIRING TO CONNECT WATER METERS TO SCAN COUNTER

IN 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 AND

SIGNED OFF.

SOLAR HOT WATER SYSTEMS

1. 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 MARKING

AND LABELING

1. NON-DRINKING PIPEWORK TO BE IDENTIFIED AND INSTALLED IN ACCORDANCE WITH

AS.3500.1:2003 SECTION 9

NON-DRINKING HOSE TAP SIGNAGE

NOT TO SCALE

SITE

DRAWING No. LEVEL SERVICES

15094-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-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 HEAD

TERRACE OUTLET

PIPE CONTINUES

PRESSURE REDUCTION VALVE

PAPA

POSITIVE AIR PRESSURE ATTENUATOR

ISOLATION VALVE LOCKED OPEN

SPREADER

TUNDISH

FIXTURE TABLE

FIXTURE 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

WARNING

NOT FOR

DRINKING

150/100

225/150

##

##

FIRE HYDRANT ANALYSIS TABLE (AS2419.1)

ELEMENT COMMENT

LARGEST FIRE COMPARTMENT FLOOR AREA < 500m²

FIRE COMPARTMENT CLASSIFICATION (NCC)

2 & 7A

FLOW RATE REQUIRED10L/sec

DESIGN UTILISES STREET HYDRANTS YES

DESIGN INCLUDES INTERNAL HYDRANTS NO

NUMBER OF HYDRANTS REQUREID TO FLOW SIMULTANEOUSLY1 @ 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 550kPa

WAS AVAILABLE AT A FLOW OF 10 LITRES PER SECOND. DATE OF TEST: 26.10.2015

MATERIALS

HOT & 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 FIRE

HYDRANT SYSTEMS SHALL COMPLY TO AS 2419.1. PIPES AND FITTINGS USED IN

HOSE REEL SYSTEMS WHERE CONNECTED TO ANOTHER WATER SUPPLY SHALL

COMPLY 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

FOR CONSTRUCTION

AHSCA

(07) 5437 7660 | [email protected]

4/34 Technology Drive, Warana. Qld. 4575

PO Box 1269 Buddina. Qld. 4575

ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752

ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water

PLUMBING DESIGN & DRAFTING

hydraulic and fire protection consultants

Plotted by: 'jarnold'

Plot date: 29 Nov, 2016 - 3:48pm

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 N

AM

E &

PATH

: W

:\15094- 43-45 Elanda Street, Sunshine Beach\cad section\current draw

ings\15094-H

-01.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:48pm

This drawing is confidential and is not to be reproduced in any form

as 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 FC C

1

N

NOTES, LEGEND, LOCALITY PLAN

AND ABBREVIATIONS

NTSNTS

PRELIMINARY ISSUE JT RP04.11.151



ISSUE FOR COUNCIL APPROVAL JT RP15.06.16A

ISSUE FOR COUNCIL APPROVAL JA RP29.09.16B

ISSUE FOR CONSTRUCTION JA RP29.11.16C

100

SOG

SOG

100

100

SOG

100

SOG

100

SOG

100

SOG

100

100

SOG

SOG

RL 46.170

RL 46.170

RL 46.810

4

7

.

4

5

0

RL 46.170

4

7

.

4

6

5

DOTTED LINE INDICATES EXTENT OF RENDER & TEXTURE PAINT FINISH

TO INTERNAL WALLS AND COLUMNS

DASHED LINE OF ROOF OVER


FINISH TO INTERNAL WALLS AND COLUMNS

ALL EXTERNAL WALLS & COLUMNS PAST GRATED DRAIN ARE TO BE RENDER

& TEXTURE PAINT FINISH (NOT INCLUDING COMMUNAL DRYING AREA, REFER

TO SCHEDULE OF FIXTURES AND FINISHES)

OUTDOOR SHOWER



LINE OF BUILDING OVER

GDO

CONCRETE

BENCH SEAT

CONCRETE

BENCH SEAT

NO STEP FROM TILES

TO TIMBER DECK

CIVIL SURCHARGE PIT TO HYDRAULIC

ENGINEER'S DETAIL

SMALL DASHED LINE INDICATES SLAB ABOVE

CJ TO TILES

NO STEP AT

PWD DOOR

LIFT

300X300

BASEMENT

POOL

VISITOR 2

STAIR 1

05

05

1:51:9

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

TILATED

03

SD

ST

DRYING AREA

VISITOR 1

SD

49.5

PLAN

TIN

G

45.0

MDF

RAM

P 9.0m

@

1:14

04

FW

132°57'

128°30'

MSB

PLAN

TER

RL 47.600

SCR1

GARAG

E D

OO

R

SECURITY SHUTTER

640m

m

VENTILATED

SD

9

11

SCR1

SD

SD

ST

PAVILION

47.456

GREEN

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

30.175

F

A

L

L

HR4

46.0

GDO

6

ST

FENCE

GT

GDO

F

A

L

L

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

R

L

4

7

.

6

0

0

GD

47.5

3

1

G

R

A

T

E

D

D

R

A

I

N

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

1200m

m H

IG

H

F

A

L

L

48.0

F

A

L

L

HR1

22m

43.5

PERIMETER

SWG

1000m

m H

IG

H

45.0

GDO

HR1

PO

OL FEN

CE

SD

FALL

SD

HR7

47.0

PO

OL FEN

CE

FALL

BATTER

BATTER

1200m

m H

IG

H

GDO

PO

OL FEN

CE

FRL

HR1

HR1

HR7

47.5

HR3

-/90/30

RL 46.170

47.600

GDO

HR6

TIM

B

ER

PA

ILIN

G

FEN

C

E

0.835

223°00'

UNIT 1 A/C UNIT SUSPENDED FROM

BALCONY SOFFIT


BALCONY SOFFIT

BACKFILL, TANKING AND DRAINAGE TO UPHILL FACE

OF WALL TO ENGINEER'S DETAILS

BACKFILL, TANKING AND DRAINAGE TO UPHILL FACE OF WALL TO

ENGINEER'S DETAILS

SMALL DASHED LINE INDICATES BALCONY SLAB ABOVE

BBQ

HWS

DP

D

P

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

EPD

100Ø

A

BASEMENT

STORE

LIFT

LOBBY

DRYING AREA

DECK

PWD

POOL

DECK

PLANTING

PLA

NTER

STORE

POOL/

PAVILION

dWC

SHR

dB

CONTINUES ON

DRAWING H-04

150Ø

DP

100Ø

DP

150Ø

150Ø

1

225Ø

225Ø

DP

150Ø

3

100Ø

300w TRENCH DRAIN

HAVING A CLASS 'C' GRATE

AND 2 x 150Ø OUTLETS

SDO

MSB

LIFT SUMP

150Ø ACCESS COVER FOR LIFT

SUMP HOLDING WELL REFER

DETAIL ON DRAWING H-11

SWD

100Ø

1

FFL 47.600

SWD

65Ø

100Ø CAPPED BELOW DECK

FOR POOL OVERFLOW

GPT EVERHARD V-GUARD

600 AP WITH RISERS. REFER

DETAIL ON DRAWING H-11

150Ø

225Ø

8

SWD

100Ø

EPD

100Ø

C

EPD

100Ø

B

CONNECT TO CIVIL

SURCHARGE PIT AT IL 42.420

225Ø

CONNECT TO CIVIL

SURCHARGE PIT

150Ø

FFL 46.170

23,000L STORMWATER DETENTION TANK BELOW

DECK. REFER CIVIL DRAWINGS FOR DETAILS

SWG

FOX GPCTFB

(WITH RISER)

CONTINUES ON

DRAWING H-04

SUBSOIL DRAIN

IL 47.230

100Ø FLOOR

DRAIN

SDO

IL 47.230

SUBSOIL DRAIN

SU

BSO

IL D

RAIN

SUBSOIL DRAIN

SDO

SDO

IOS

100Ø

@

1.65%

SWG

FOX GPCTFB

100Ø @ 2% min GRADE

100Ø @ 2%

min GRADE

IL 46.700

SDO

IL 47.100

SPOON DRAIN

SPOON DRAIN

SPO

ON

D

RAIN

IL 47.000

100Ø

SPOON DRAIN

100Ø

SUBSOIL DRAIN

SPOON DRAIN

100Ø @ 1.65% min GRADE

150Ø

IOS (TRAFFICABLE)

EPD

100Ø

IOS

ORG WITH HT ABOVE

CONNECT TO NEW 150Ø HCB AT IL 42.093

REFER CIVIL DRAWINGS FOR DETAILS

INSPECTION SHAFT TO SURFACE TO

COMPLY WITH AS 3500.2 CLAUSE 4.4

CONNECTION FOR POOL PUMP OUT.

REFER DETAIL DRAWING ON H-12

S

VP

50Ø

FWG

IOS

WASTE TO

DROP IN WALL

BBQ

110mm WIDE SHOWER

DRAIN TO ACCOMMODATE

80Ø OUTLET

150Ø

DISCHARGE

OVER SWG

DISCHARGE

OVER SWG

TG

100Ø

@

1.65%

TD/AC AT

HIGH LEVEL

SWD

65Ø

7

SWD

65Ø

6

TD/AC AT

HIGH LEVEL

REFLUX VALVE

WITH ACCESS

SHAFT TO SURFACE

100Ø DRAIN FOR

GREEN WALL

TD/HWU

PLANTER

SDO

SPOON DRAIN

SDO

SDO

F

A

L

L

F

A

L

L

100Ø @ 1%

SDO

SDO

*SL 43.550

SDO

SDO

SDO

ABANDONED SEWER TO BE REMOVED

TRENCH DRAIN HAVING

A 100Ø OUTLET

PBO

IL 46.600

(TYPICAL)

CAST IN PILE CAP

AT IL 47.100

PBO

CD

50Ø

100Ø

225Ø

SDO

IL 46.500

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-02.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

02 FC D

2

BASEMENT LEVEL FLOOR PLAN

PLUMBING & DRAINAGE LAYOUT

N



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 DRAIN

OUTLET (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 WITH

AS3500.3 SECTION 10.3 CLAUSE 10.3.1

7. PROVIDE PROTECTIVE GUARDS TO ALL PIPEWORK EXPOSED TO VEHICULAR DAMAGE.

REFER DETAIL DRAWING H-12





ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C

ISSUE FOR CONSTRUCTION JA RP29.11.16D

RL 46.170

RL 46.170

RL 46.810

4

7

.

4

5

0

RL 46.170

4

7

.

4

6

5



DASHED LINE OF ROOF OVER


FINISH TO INTERNAL WALLS AND COLUMNS

ALL EXTERNAL WALLS & COLUMNS PAST GRATED DRAIN ARE TO BE RENDER

& TEXTURE PAINT FINISH (NOT INCLUDING COMMUNAL DRYING AREA, REFER

TO SCHEDULE OF FIXTURES AND FINISHES)

OUTDOOR SHOWER



LINE OF BUILDING OVER

GDO

CONCRETE

BENCH SEAT

CONCRETE

BENCH SEAT

NO STEP FROM TILES

TO TIMBER DECK

CIVIL SURCHARGE PIT TO HYDRAULIC

ENGINEER'S DETAIL

SMALL DASHED LINE INDICATES SLAB ABOVE

CJ TO TILES

NO STEP AT

PWD DOOR

LIFT

300X300

BASEMENT

POOL

VISITOR 2

STAIR 1

05

05

1:51:9

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

TILATED

03

SD

ST

DRYING AREA

VISITOR 1

SD

49.5

PLAN

TIN

G

45.0

MDF

RAM

P 9.0m

@

1:14

04

FW

132°57'

128°30'

MSB

PLAN

TER

RL 47.600

SCR1

GARAG

E D

OO

R

SECURITY SHUTTER

640m

m

VENTILATED

SD

9

11

SCR1

SD

SD

ST

PAVILION

47.456

GREEN

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

30.175

F

A

L

L

HR4

46.0

GDO

6

ST

FENCE

GT

GDO

F

A

L

L

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

R

L

4

7

.

6

0

0

GD

47.5

3

1

G

R

A

T

E

D

D

R

A

I

N

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

1200m

m H

IG

H

F

A

L

L

48.0

F

A

L

L

HR1

22m

43.5

PERIMETER

SWG

1000m

m H

IG

H

45.0

GDO

HR1

PO

OL FEN

CE

SD

FALL

SD

HR7

47.0

PO

OL FEN

CE

FALL

BATTER

BATTER

1200m

m H

IG

H

GDO

PO

OL FEN

CE

FRL

HR1

HR1

HR7

47.5

HR3

-/90/30

RL 46.170

47.600

GDO

HR6

TIM

B

ER

PA

ILIN

G

FEN

C

E

0.835

223°00'


BALCONY SOFFIT


BALCONY SOFFIT

BACKFILL, TANKING AND DRAINAGE TO UPHILL FACE

OF WALL TO ENGINEER'S DETAILS

BACKFILL, TANKING AND DRAINAGE TO UPHILL FACE OF WALL TO

ENGINEER'S DETAILS

SMALL DASHED LINE INDICATES BALCONY SLAB ABOVE

BBQ

HWS

DP

D

P

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 CONTINUATION

REFER DWG H-05

STORE LIFT LOBBY

STORE

PWD

BBQ

POOL

PAVILION

POOL

dB

dWC

DECK

HWU

T

TPV

50L ELECTRIC HWU HAVING

A 3,600kw ELEMENT

INSTALLED BELOW DECK

CWR

20Ø

TWR

15Ø

CWR

20Ø

RPZD

NDR

20Ø

20 HT

(POOL TOP UP)

15 HT IN PLANTER

FOR GREEN WALL

15 HT/VBR

OVER ORG

CWD

15Ø

CWD

20Ø

GREEN WALL

20Ø IRRIGATION SUPPLY FOR

GREEN WALL CAPPED ABOVE FFL

BY PLUMBING CONTRACTOR

6x UNIT CWR'S

CWD

20Ø

15 HT /VBR/IV

IC

DECKPLANTING

PLANTING

SHR

S

GREEN WALL

AREA IV

IC

I

M

IC CAPPED IN PLANTER

(TYPICAL)

50Ø CONDUIT FOR IRRIGATION

SUPPLY THROUGH BASEMENT WALL

AT HIGH LEVEL BY PLUMBING

CONTRACTOR. CONDUIT TO BE

SEALED WATERTIGHT WITH PUDDLE

FLANGE AND CAPPED BOTH ENDS

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-03.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

03 FC D

3

BASEMENT LEVEL FLOOR PLAN

WATER LAYOUT

N


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 FFL

EXCEPTING PWD PARKING BAYS AND ADJACENT OFFLOADING ZONES

WHICH REQUIRE A MINIMUM CLEARANCE OF 2.500 ABOVE FFL.

2. PENETRATIONS THROUGH BASEMENT WALLS ARE TO BE SEALED

WATERTIGHT FITTED WITH PUDDLE FLANGES.

3. PROVIDE PROTECTIVE GUARDS TO ALL PIPEWORK EXPOSED TO

VEHICULAR 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 COMPLYING

ISOLATION VALVES UPSTREAM OF THE METER TO ALLOW MINOR FLOWS WHEN THE METER IS LOCKED CLOSED

IN 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 TAPE

STACKED 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





ENS 2

ENS 1

KIT

LIVING

DINING

BED 3

BTH

BED 1

BED 2

WIR 1

WIR 2

BED 1

BTH

ENS 2

BED 3

BED 2

WIR

2

ENS 1

WIR 1

LIVING

KIT

LDY

ENT

R

L

5

1

.

5

1

6

R

L

5

1

.

3

7

5

R

L

5

1

.

4

1

6

R

L

5

1

.

2

7

5

R

L

5

1

.

1

6

6

R

L

5

1

.

0

2

5

R

L

4

8

.

0

2

2

R

L

4

8

.

0

2

2

R

L

4

7

.

8

0

0

R

L

4

7

.

8

0

0

LINE OF SLAB OVER

SHOWN DASHED

LINE OF SLAB OVER

SHOWN DASHED

DASHED LINES INDICATE EXTENT OF

FEATURE STONE CLADDING TO

BLOCKWORK WALL

GREEN WALL

POOL PAVILION ROOF BELOW

300mm DEEP SLAB

UNDER UPSTAND BEAM

6 x GENERAL WASTE BINS

6 x RECYCLING BINS

BUNDED REFUSE WASH

DOWN

POWDERCOATED ALUMINIUM

FLASHING TO STUD TO MATCH

WINDOW FRAME

HYDR

CUPD

ALLOW WATER CONNECTION TO

FRIDGE/FREEZER


FRIDGE/FREEZER

RETAINING WALL

UNDER

15mm SETDOWN FOR

TILES

15mm SETDOWN FOR

TILES

E L A N

D

A S T R E E T

4

5

4

7

.

5

5

0

49.5

49

48.5

48

47

46.5

46

45.5

5

1

.

2

7

5

2

.0

5

4

5

47.5

5

0

SFL 50.568

COURT

BALCONY

LIFT

UNIT 2

BALCONY

UNIT 1

COURT

STAIR 1

STAIR 2

SFL 50.400

9m @ 1:20

0.450m

REFUSE

1

2

3

4

5

6

7

8

9

10

11

12

LIN

EN

LIN

EN

ROBE

15720@1:5

3144mm FALL

2000@1:20

100mm FALL

PLAN

TER

PLAN

TER

RO

BE

TURF

R

P

P

R

SFL 50.400

SFL 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

B/SH

R

SHR

B/SHR

GD

FW

FW

FW

FW

FW

FW

FW

HR6

PLANTER

D

E

FE

RL 49.950

SFL 50.400

SFL 50.400

EG

EC

EC

EC

HR1

HR1

HR1

HR1

HR1

HR1

SHR

@ 1:20

BEN

CH

SEAT

RW50

RW

50

RW50

RW

50

RW

50

D

D

43°00' 47.47m

D

STUD WALL TO BE PACKED OUT TO CONTINUE CLADDING FLUSH WITH

F

A

L

L

F

A

L

L

F

A

L

L

DP

DP

STORE

SCR4

SCR4

D

D

D

DW

DW

SHR

LINEN

C

HC

STO

RE

GD

GTGT

SWG

SWG

GP

HWS

HWS

C

D

FW

FALL

FALL

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SW PIT

SW PIT

PBO

PBO

PBO

PBO

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

SWDSWD

SWG

PBO

DP

DP

RL 50.400

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

FALL

FALL

SC SC

SC

SC

5

0

.

5

5

1

.

0

4

4

.

5

4

4

4

3

.

5

A/C

A/C

HR5HR1 HR1

HR1

HC

HC

HR1

FRL

-/90/30

SFL 51.645

9

m

@

1

:1

4

6

4

2

m

m

RL 51.815

9

m

@

1

:1

4

6

4

2

m

m

SFL 51.018

RL 51.200

RL 47.500

2000@1:8

250mm FALL

2000@1:9

222mm FALL

SWD

F

A

L

L

F

A

L

L

F

A

L

L

HR2

FALL

BATTER 1:3

B

A

T

T

E

R

1

:

3

SFL 50.360

STAIR 3

BLOCKWALL ABOVE

223°00' 49.78m

128°30' 29.431m

132°57'

0.835

313°00' 30.175m

3090mm

154mm

ENT

WC

DINING

2 2

D

D

C

C

B

B

A

A

1 1

3 3

4 4

DP

150Ø

ST

100Ø

4

EPD

100Ø

FWG

FWG

FWG

FWG

SWD

100Ø

3

2

OVERFLOW SCUPPER 150x50 AT RL 50.200



OVERFLOW SCUPPER

150x50 AT RL 50.200

TCO-1

TCO-1

65Ø

DINING

UNIT 1

DP

100Ø

BALCONY

BALCONY

LIVING

300w TRENCH DRAIN

HAVING A CLASS 'C'

GRATE AND 150Ø OUTLET

CONTINUES ON DWG H-02

150Ø

TCO-1

PBO

PBO

150Ø

PBO

PBO

TRENCH DRAIN WITH

PEDESTRIAN HEEL GUARD

GRATE AND 100Ø OUTLET

100Ø

100Ø

SWG FOX GPCTFB

150Ø

CONTINUES ON DWG H-02

100Ø

IL 49.970

REFUSE

TERRACE BED

ENS 2

BED

BTH

KITCHEN

BED

ENS 1

B

B

WC

COURT

COURT

BED

BED

BED

LIVINGDINING

KITCHEN

SHR/BTH

ENS

B

WC

SHR

LDY

BTH

WC

T

TER

RA

CE

PLA

NTER

PLANTER

WC

B

B

SHR

ENS

UNIT 2

LIFT

DBS

DBS

DP

150Ø

1

B

FWG

TCO-1

OVERFLOW SCUPPER

150x50 AT RL 50.200

SWD

100Ø

TCO-1

TCO-1

100Ø

65Ø

50Ø

SWD

100Ø

2

TCO-2

SWD

100Ø

5

TCO-1

SWD

50Ø

8

PROVIDE FULL WIDTH OVERFLOW

WITH 50mm CLEAR BELOW

BALISTRADE AT MAXIMUM RL 50.230

100Ø

TCO-1

TCO-1

TCO-1

ST

100Ø

1

CD

50Ø

ST

100Ø

STY/HWU

VP

50Ø

50Ø

SWG FOX GPCTFB

(WITH RISER)

IOS

EXIT SLAB EDGE

AT IL 50.060

(TYPICAL)

D

150Ø

SLOPE DROP

EPD

100Ø

C

SHR

WC

WC

B

TD/HWU

T

FWG

ST

100Ø

TD/HWU

2

3

SWD

100Ø

1

EPD

100Ø

E EPD

100Ø

B

EPD

100Ø

A

100Ø

TD/AC

TD/AC IN WALL

TD/AC IN WALL

TTD/AC

SHOWER TO HAVE 110mm WIDE

GRATE AND 80Ø TRAPPED OUTLET

EXIT SLAB EDGE AT

IL 49.920

CAST IN SLAB

SWD

65Ø

6

SWD

50Ø

4

IN WALL

SWD

65Ø

7

IN WALL

TTD/AC

IL 49.960

IL 49.920

TD/AC IN WALL



FWG

FWG

B

IL 50.080

TD/AC

IN WALL

IOS

TD/AC

IOS

150Ø

FWG/BT

BUNDED BIN WASH AREA

REFER DETAIL DRAWING H-11

AAV AT

HIGH LEVEL

IOS



SHR

ELA

ND

A S

TR

EET

SWG FOX GPCTFB

TRENCH DRAIN HAVING

A 100Ø OUTLET

AAV

CD

50Ø

B

FFL 50.300

FFL50.300

CAST IN SLAB

(TYPICAL)

IOS

SHR/

BTH

100Ø

SWG FOX

GPCTFB

SWG FOX

GPCTFB

TRENCH DRAIN

WITH PEDESTRIAN

HEEL GUARD GRATE

AND 100Ø OUTLET

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-04.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

04 FC C

4

GROUND / LEVEL1 FLOOR PLAN


N

CARPARK CLEARANCE NOTES:

1. CONTRACTOR TO ENSURE ALL PIPEWORK ABOVE DRIVE WAYS AND

GENERAL PARKING BAYS HAS A MINIMUM CLEARANCE OF 2.200m

ABOVE FFL.

2. PIPEWORK DROPPERS ON BASEMENT WALLS BELOW ARE TO BE

FIXED BETWEEN PARKING BAYS.

3. PENETRATIONS THROUGH BASEMENT WALLS BEHIND FILL ARE TO

BE WATER TIGHT FITTED WITH PUDDLE FLANGES.






LEGEND:

SERVICES SHOWN SHADED

ARE 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 FOR

SHORT 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 UNLESS

NOTED OTHERWISE.

4. BASINS IN PDR ROOMS TO HAVE INTERNAL OVERFLOWS.

5. AIR ADMITTANCE VALVES VENTING GROUP VENTED BRANCHES ARE TO HAVE A MINIMUM AIR FLOW

CAPACITY OF 3.8L/S FOR A MAXIMUM FIXTURE LOADING OF 24 F.U. EQUAL TO 'STUDOR' MINI

VENT.

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 TO

PREVENT CONDENSATION.

9. INTERNAL TUNDISH RECEIVING AC CONDENSATE SHOWN IN WALLS ARE TO BE RECESSED WALL

BOXES 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 ON

DRAINAGE THAT IS NOT INSTALLED ABOVE ACOUSTIC RATED WET AREAS.

12. CONTRACTOR TO COORDINATE INSTALLATION OF DRAINS WITH REFLECTED CEILING PLANS ON

ALL 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 FLANGE

MEMBRANE CLAMP AND 50Ø SIDE OUTLET CAST IN SLAB. SPS MODEL Q130S4/C90. CAPABLE OF

1.5L/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 CLAMP

AND 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 HIGH

FLOW BY-PASS CAPABLE OF 20L/S FLOW EQUAL TO FOX MODEL GPCTFB (GULLIES RECEIVING

INLET PIPES ARE TO BE FITTED WITH CONCRETE RISERS AS PER DETAIL DWG H-11).



ENS 2

ENS 1

KIT

LIVING

DINING

BED 3

BTH

BED 1

BED 2

WIR 1

WIR 2

BED 1

BTH

ENS 2

BED 3

BED 2

WIR

2

ENS 1

WIR 1

LIVING

KIT

LDY

ENT

R

L

5

1

.

5

1

6

R

L

5

1

.

3

7

5

R

L

5

1

.

4

1

6

R

L

5

1

.

2

7

5

R

L

5

1

.

1

6

6

R

L

5

1

.

0

2

5

R

L

4

8

.

0

2

2

R

L

4

8

.

0

2

2

R

L

4

7

.

8

0

0

R

L

4

7

.

8

0

0

LINE OF SLAB OVER

SHOWN DASHED

LINE OF SLAB OVER

SHOWN DASHED

DASHED LINES INDICATE EXTENT OF

FEATURE STONE CLADDING TO

BLOCKWORK WALL

GREEN WALL

POOL PAVILION ROOF BELOW

300mm DEEP SLAB

UNDER UPSTAND BEAM

6 x GENERAL WASTE BINS

6 x RECYCLING BINS

BUNDED REFUSE WASH

DOWN

POWDERCOATED ALUMINIUM

FLASHING TO STUD TO MATCH

WINDOW FRAME

HYDR

CUPD


FRIDGE/FREEZER


FRIDGE/FREEZER

RETAINING WALL

UNDER

15mm SETDOWN FOR

TILES

15mm SETDOWN FOR

TILES

E L A N

D

A S T R E E T

4

5

4

7

.

5

5

0

49.5

49

48.5

48

47

46.5

46

45.5

5

1

.

2

7

5

2

.0

5

4

5

47.5

5

0

SFL 50.568

COURT

BALCONY

LIFT

UNIT 2

BALCONY

UNIT 1

COURT

STAIR 1

STAIR 2

SFL 50.400

9m @ 1:20

0.450m

REFUSE

1

2

3

4

5

6

7

8

9

10

11

12

LIN

EN

LIN

EN

ROBE

15720@1:5

3144mm FALL

2000@1:20

100mm FALL

PLAN

TER

PLAN

TER

RO

BE

TURF

R

P

P

R

SFL 50.400

SFL 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

B/SH

R

SHR

B/SHR

GD

FW

FW

FW

FW

FW

FW

FW

HR6

PLANTER

D

E

FE

RL 49.950

SFL 50.400

SFL 50.400

EG

EC

EC

EC

HR1

HR1

HR1

HR1

HR1

HR1

SHR

@ 1:20

BEN

CH

SEAT

RW50

RW

50

RW50

RW

50

RW

50

D

D

43°00' 47.47m

D

STUD WALL TO BE PACKED OUT TO CONTINUE CLADDING FLUSH WITH

F

A

L

L

F

A

L

L

F

A

L

L

DP

DP

STORE

SCR4

SCR4

D

D

D

DW

DW

SHR

LINEN

C

HC

STO

RE

GD

GTGT

SWG

SWG

GP

HWS

HWS

C

D

FW

FALL

FALL

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SW PIT

SW PIT

PBO

PBO

PBO

PBO

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

SWDSWD

SWG

PBO

DP

DP

RL 50.400

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

FALL

FALL

SC SC

SC

SC

5

0

.

5

5

1

.

0

4

4

.

5

4

4

4

3

.

5

A/C

A/C

HR5HR1 HR1

HR1

HC

HC

HR1

FRL

-/90/30

SFL 51.645

9

m

@

1

:1

4

6

4

2

m

m

RL 51.815

9

m

@

1

:1

4

6

4

2

m

m

SFL 51.018

RL 51.200

RL 47.500

2000@1:8

250mm FALL

2000@1:9

222mm FALL

SWD

F

A

L

L

F

A

L

L

F

A

L

L

HR2

FALL

BATTER 1:3

B

A

T

T

E

R

1

:

3

SFL 50.360

STAIR 3

BLOCKWALL ABOVE

223°00' 49.78m

128°30' 29.431m

132°57'

0.835

313°00' 30.175m

3090mm

154mm

ENT

WC

DINING

2 2

D

D

C

C

B

B

A

A

1 1

3 3

4 4

DCV

RPZ ABOVE GROUND

AGAINST WALL

FOR CONTINUATION

REFER DWG H-03

BODY CORPORATE IV

IN PATHBOX

40Ø WATER METER BY Q.U.U.

REFER CIVIL DWGS FOR

DETAILS

40Ø DCV ABOVE GROUND

BY PLUMBING CONTRACTOR

IC

IC

PLA

NTER

REFU

SE

TERRACE

TERRACE

UNIT SUBMETERS

IN PATHBOX

UNIT 2

UNIT 1

LIFT LOBBY

INDIVIDUAL UNIT

COLD WATER RISERS,

IV'S & PRV'S IN DUCT

T

SHR/BTH

B

WC

B

SHR

TPV

ENS 1

WIR

BED

WC

BTH

BED

CWM

T

LDRY

T

TPV

BB

SHR

WC

WIR

ENS 2

BED

DBS

DWM

DINING

KITCHEN

LIVING

BALCONY

COURT

STORE

COURT

DINING LIVING BALCONY

KITCHEN

15 HT/VBR

T

TPV

B B

SHR/BTH

WC

ENS 2 WIR

BED 2

BED

DBS

DWM

BED

REFER DRAWING

H-03 FOR

CONTINUATION

ELA

ND

A S

TR

EET

HWU 250L

15 HT/VBR

HWU 250L

T

WC

ENS 1

BB SHR

WC

BTH

BSHR

TPV

CWM T

LDY

H

100Ø

FH

DCV

25Ø IV AND DCV ABOVE GROUND

FOR IRRIGATION SUPPLY CAPPED

FOR CONTINUATION BY

IRRIGATION CONTRACTOR

RPZD

15 HT

REF

REF

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-05.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

05 FC C

5

GROUND / LEVEL 1 FLOOR PLAN

WATER LAYOUT

N

WATER NOTES:



















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'

30.175

LOBBY

SCR3

SCR3

HR1

H

R

1

HR1

HR1

H

R

1

H

R

1

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

ENTRY

DINING

FALL

BED 3

BED 2

KITCHEN

D

D

PTRY

P

DW

SCUL

R

WIR 1

BATH

RO

BE

ROBE

LDRY

WM

ROBE

BED 3

D

D

BED 1

BED 2

R

MPR

SCUL

PTRY

LINEN

ENS 1

WIR

BATH

WC

STUDY

ROBE

ROBE

WM

LDRY

SH

GD

SHR

MPR

BED 1

GD

SHR

SHR

GD

D

KITCHEN

UNIT 3

HWS

HWS

FW

FW

FW

FW

SWD

SWD

SWD

SWD

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

SWD

F

A

L

L

SP

FALL

RL

53.320

RW+CTR 50 FRL -/60/60

HR1

P

DW

PDR

LINEN

STORE

HC

HC

HR8

STUDY

ENS 1

SHR

GD

FW

D

F

A

L

L

F

A

L

L

FRL

-/90/30

LIVING

LIVING

2 2

D

D

C

C

B

B

A

A

1 1

3 3

4 4

DP

150Ø

SWD

100Ø

2

TCO-1

TCO-1

TCO-1

FFL53.320

SWD

100Ø

2

SEALED ACOUSTIC

DUCT REQUIRED

FFL 53.320

5






SWD

100Ø

1

BED

BED

ENS

BED

BED

KITCHEN

LIVING

UNIT 3

DINING

BALCONY

BALCONY

LIVING

UNIT 4

DINING

BED

LIFT

OVERFLOW

SCUPPER 150x50

AT RL 53.220

OFFSET AT HIGH

LEVEL BELOW

SWD

100Ø

3

SEALED ACOUSTIC

DUCT REQUIRED

OFFSET AT HIGH

LEVEL BELOW

TCO-1

TCO-1

STY/HWU

BED

ST

100Ø

1

LDRY

T

FWG

WC

B B

FWG

SHR

BASINS CONNECTED

AS FIXTURE PAIR

PENETRATE

WALL BELOW

SHOWER TO HAVE 110mm

WIDE GRATE AND 80Ø

TRAPPED OUTLET

EPD

100Ø

E

AAV UNDER

BASIN

TD/HWU

SHOWER TO HAVE

110mm WIDE GRATE AND

80Ø TRAPPED OUTLET

ST

100Ø

4

CD

50Ø

BED

BED

ST

100Ø

3

ST

100Ø

2

DBS

AAV

DBS

AAV

S

S


WIDE GRATE AND 80Ø

TRAPPED OUTLET

SHR

FWG

BB

WC

BTH

FWG

B

SHR

EPD

100Ø

D

VP

50Ø

ENS

WIR

BTH

LDRY

STY/HWU

TD/HWU

STUDY

WC

B

FWG

T


WIDE GRATE AND 80Ø

TRAPPED OUTLET

LOBBY

STUDY

SHR

FWG

BTH

BTH

B B

WC

PTRY

SCUL

PTRY

SCUL

WIR

IN

WALL

DP

150Ø

1


65Ø

50Ø

PENETRATE

WALL BELOW

TD/AC IN WALL

TD/AC IN WALL

TD/AC IN WALL

USJ

AAV

FIXED

IN KICK

TD/AC IN WALL

TD/AC IN WALL

AAV

KITCHEN

FIXED

IN KICK

TD/AC IN WALL

CAST IN SLAB CONNECTION TO DP

SWD

50Ø

4

IN WALL

50Ø

CAST IN SLAB

CONNECTION TO DP

50Ø

65Ø

65Ø

TD/AC

AAV

TD/AC IN WALL

CONNECT TO STACK

ABOVE FLOOR

PROVIDE SPITTERS

THROUGH HOB

TCO-1

CAST IN SLAB

JOIN TO SWD AT

HIGH LEVEL BELOW

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-06.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

06 FC D

6

LEVEL 2 FLOOR PLAN


N






LEGEND:


ARE CAST IN SLAB.

ACCESS PANEL

SANITARY NOTES:






NOTED OTHERWISE.




VENT.











ALL LEVELS.

STORMWATER NOTES:





1.5L/S @ 30MM HEAD.



@ 30MM HEAD.











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'

30.175

LOBBY

SCR3

SCR3

HR1

H

R

1

HR1

HR1

H

R

1

H

R

1

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

ENTRY

DINING

FALL

BED 3

BED 2

KITCHEN

D

D

PTRY

P

DW

SCUL

R

WIR 1

BATH

RO

BE

ROBE

LDRY

WM

ROBE

BED 3

D

D

BED 1

BED 2

R

MPR

SCUL

PTRY

LINEN

ENS 1

WIR

BATH

WC

STUDY

ROBE

ROBE

WM

LDRY

SH

GD

SHR

MPR

BED 1

GD

SHR

SHR

GD

D

KITCHEN

UNIT 3

HWS

HWS

FW

FW

FW

FW

SWD

SWD

SWD

SWD

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

SWD

F

A

L

L

SP

FALL

RL

53.320

RW+CTR 50 FRL -/60/60

HR1

P

DW

PDR

LINEN

STORE

HC

HC

HR8

STUDY

ENS 1

SHR

GD

FW

D

F

A

L

L

F

A

L

L

FRL

-/90/30

LIVING

LIVING

2 2

D

D

C

C

B

B

A

A

1 1

3 3

4 4

TPV

SHR

UNIT 4

T

UNIT 3

T

T

T

BB

WC

ENS

CWM

TPV

B

B

WC

WIR BED

15 HT/VBR

BED

BED BTH

STUDY

BTH

SHR

DBSDWM

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

MPRSCUL

SCUL

PTRY

BALCONY

BALCONY

MPR

LIFT LOBBY

INDIVIDUAL UNIT

COLD WATER RISERS,

IV'S & PRV'S IN DUCT

15 HT/VBR

HWU 250L

HWU 250L

PDR

REF

REF

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-07.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

07 FC C

7

LEVEL 2 FLOOR PLAN

WATER LAYOUT

N

WATER NOTES:



















MIN

200

MIN

170

MIN

170

200

200

MIN

170

MIN

170

MIN

170

MIN

170

200

TOW 2650

CREDENZA

GLASS ENTRY DOOR WITH SKYLIGHT

SHELVES

SHELVES

TOW 57.200

TOW 2700

DESK

BALCONY 1

BED 1

BALCONY 3

LIFT

BED 3

BED 2

BATH

BALCONY 2

STAIR 2

D

ROBE

STUDY

LOBBY

HR1

HR1

H

R

1

HR1

HR1HR1

H

R

1

UNIT 5

DINING

CON LID

SCR3

COL

COL

E

BTH

FW

HR8

HR8

SFL 56.140

SFL 56.240

LDRY

SHR

GD

FW

ENS 2

WIR

ENS 1

PDR

1

DP

DP

DP

DP

DP

PTRY

GD

STORE

KITCHEN

SHR

LINEN

CPB

RO

BE

FW

RW 50

RW

50

RW 50

FE

A/H

HC

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

FALL

DW

SC

SC

SC

SC

HR1

HR1

HR1

HR1HR2

HR2

HR2

HR2

HR2

HR2

HC

WF

WF

WM

BED 4

PDR 2

ENTRY

PDR

3

RO

BE

CL

DRY

SHR

GD

SCR5

SCR6

SCR3

SCULLERY

DRY

REF FR

UBF

FRL

-/90/30

LIVING

C

O

L

O

C

O

L

C

O

L

C

O

L

2 2

D

D

C

C

B

B

A

A

1 1

3 3

4 4

DP

150Ø

DP

150Ø

DP

50Ø

DP

100Ø

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

OVERFLOW SCUPPER

150x50 AT RL 56.140

TCO-1

TCO-2

TCO

4

SWD

100Ø

2

TCO-2SWD

100Ø

3

DP

50Ø

3

5

FFL 56.240

2

BALCONY 1

UNIT 5

TCO-1

1

LIVINGDINING

BED 1

BTH

ENS

B B

B

LIFT

LDRY

BED 2

ENS

WC

B

BALCONY 1

KITCHEN

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

CAST IN SLAB DROP OVER

ROBE AND JOIN TO SWD

AT HIGH LEVEL BELOW

TCO-1

TCO-1

OVERFLOW SCUPPER

300Wx50H AT RL 56.140

CAST IN SLAB DROP OVER

ROBE AND JOIN TO SWD

AT HIGH LEVEL BELOW

TCO-1

TCO-1

SHR

ST

100Ø

1

STV

65Ø

1

VP

50Ø

STV

50Ø

2

ST

100Ø

2

ST

100Ø

3

STV

50Ø

3

CONNECT TO ST

ABOVE FLOOR

STV

65Ø

4

IN WALL

ST

100Ø

4

OVERFLOW SCUPPER

150x50 AT RL 56.140

OVERFLOW SCUPPER

150x50 AT RL 56.140

OVERFLOW SCUPPER

150x50 AT RL 56.140

OFFSET IN

CEILING BELOW

VP

50Ø

FWG

50Ø

SHOWER TO HAVE A 110mm WIDE


LOBBY

TTD/AC

IN WALL

50Ø

65Ø

SWD

50Ø

4

CAST IN SLAB

5

0

Ø

6

5

Ø

CAST IN SLAB CONNECTION

TO DOWNPIPE

SWD

100Ø

5

TD/AC

SHOWER TO HAVE A 110mm WIDE


SHOWER TO HAVE A

110mm WIDE GRATE AND

80Ø TRAPPED OUTLET

CAST IN SLAB CONNECTION

TO DOWNPIPE

BALCONY 3

BALCONY 2

FWG

B

B

WC

FWG

SHR

BTH

PDR

TTD/AC WITH CLEAR

VIEWING PANEL AND

DRY TRAP IN WALL.

PROVIDE ACCESS

PANEL TO TRAP

BED 4

AAV

AAV

STUDY

PENETRATE

WALL BELOW

FWG

T

CD

50Ø

50Ø

4

0

Ø

4

0

Ø

OFFSET IN WALL

ABOVE FLOOR

AAV

TTD/AC

IN WALL

AAV

WC

SHR

WIR

SCULLERY

PDR

BED 3

DBS

S

WC

FIXED IN

KICK

FIXED IN

KICK

PDR 2

VP

50Ø

IN

WALL

IN

WALL

IN

WALL

IN

WALL

B

TD/AC

IN WALL

VP

50Ø

1

SWD

100Ø

PROVIDE SPITTERS

THROUGH HOB

IN

WALL

VP

50Ø

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-08.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

08 FC D

8

LEVEL 3 FLOOR PLAN


N






LEGEND:


ARE CAST IN SLAB.

ACCESS PANEL

SANITARY NOTES:






NOTED OTHERWISE.




VENT.











ALL LEVELS.

STORMWATER NOTES:





1.5L/S @ 30MM HEAD.



@ 30MM HEAD.











TOW 2650

CREDENZA

GLASS ENTRY DOOR WITH SKYLIGHT

SHELVES

SHELVES

TOW 57.200

TOW 2700

DESK

BALCONY 1

BED 1

BALCONY 3

LIFT

BED 3

BED 2

BATH

BALCONY 2

STAIR 2

D

ROBE

STUDY

LOBBY

HR1

HR1

H

R

1

HR1

HR1HR1

H

R

1

UNIT 5

DINING

CON LID

SCR3

COL

COL

E

BTH

FW

HR8

HR8

SFL 56.140

SFL 56.240

LDRY

SHR

GD

FW

ENS 2

WIR

ENS 1

PDR

1

DP

DP

DP

DP

DP

PTRY

GD

STORE

KITCHEN

SHR

LINEN

CPB

RO

BE

FW

RW 50

RW

50

RW 50

FE

A/H

HC

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

F

A

L

L

FALL

DW

SC

SC

SC

SC

HR1

HR1

HR1

HR1HR2

HR2

HR2

HR2

HR2

HR2

HC

WF

WF

WM

BED 4

PDR 2

ENTRY

PDR

3

RO

BE

CL

DRY

SHR

GD

SCR5

SCR6

SCR3

SCULLERY

DRY

REF FR

UBF

FRL

-/90/30

LIVING

C

O

L

O

C

O

L

C

O

L

C

O

L

2 2

D

D

C

C

B

B

A

A

1 1

3 3

4 4

LOBBY

IV FOR SOLAR HWU IN CUPBOARD

PROVIDE SIGNAGE 'HOT WATER

UNIT ISOLATION VALVE'

BALCONY 1

UNIT 5 LIVINGDINING

BED 1

BTH

ENS

WC

DBS

CWM

B

SHR

B

LIFT

LDRY

PDR 2

BED 3

BED 2

ENS

WC

B

SHR

BALCONY 1

STUDY

TPV

HOT AND COLD

RISE TO SOLAR

LOLINE STORAGE

CYLINDER ABOVE

TPV

REF

T

TPV

INDIVIDUAL UNIT CW RISER,

IV & PRV IN DUCT

IV FOR SOLAR HWU IN CUPBOARD

PROVIDE SIGNAGE 'HOT WATER

UNIT ISOLATION VALVE'

HOT AND COLD RISE TO SOLAR

LOLINE STORAGE CYLINDER ABOVE

BWU/CHWU

DWM

ACCESS DOOR REQUIRED

15 HT/VBR

15 HT/VBR

T

T

BED 4

BTH

WC

SHR

B

B

KITCHEN

BALCONY 3

BALCONY 2

PDR

T

WIR

SCULLERY

PDR 3

T

TPV

CAST IN SLAB

B

WC

S

B

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-09.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

09 FC D

9

LEVEL 3 FLOOR PLAN

WATER LAYOUT

N

WATER NOTES:




















3° FALL

3° FALL

3° FALL

LIFT

OVER

RUN

CON

EQUIPMENT

PLANT

EG

EG

EG

EG

EG

3° FALL

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

DP

DP

DP

DP

DP

6° FALL

A/C

VOID

VOID

A/H

F

A

L

L

CON

VOID

HWS

HWS

A/C

DP

DP

SPREADER

SPREADER

SWD

F

A

L

L

F

A

L

L

FALL

SP1

SC

SC

HR2

HR2

2

D

D

C

C

B

B

A

A

3

4

1

ROOF PLAN

SCALE 1:100

DP

150Ø

DP

150Ø

DP

50Ø

DP

100Ø

DP

100Ø

DP

50Ø

PLANT

EAVES GUTTER TO HAVE A MINIMUM

CROSS SECTIONAL AREA OF 33,000mm²

EQUAL TO 300 HALF ROUND



EQUAL TO 300 HALF ROUND

SWD

100Ø

Q100 OVERFLOW SCUPPER (O/S)

400W WITH RL AT BASE OF SCUPPER

50mm ABOVE RL OF TCO

SPREADER

2



EQUAL TO 250 HALF ROUND (SIZE T.B.C.

WITH ARCHITECTURAL DWGS)

1

5

OFFSET ON WALL AT

HIGH LEVEL UNDER

4

A

1

TCO-2

DROP BELOW SLAB AND CONNECT

TO SWD IN DUCT BELOW

DP

100Ø

B

SPREADER

3

50Ø CAST IN SLAB

TD/HWU/AC

EAVES GUTTER EQUAL

TO 100 HALF ROUND

EAVES GUTTER EQUAL

TO 100 HALF ROUND

EAVES GUTTERS TO BE INSTALLED:

1. AT 1:500 MINIMUM FALL

2. GUTTER SUPPLIER TO PROVIDE CONFIRMATION THAT

EAVES GUTTERS CAN ACHIEVE A CONTINUOUS

OVERFLOW VOLUME OF 1.4 L/S PER METER LENGTH

ALONG FULL LENGTH OF ALL GUTTERS.

EAVES GUTTER ON RAKE

RWH FEFER DETAIL

DWG H-11

OFFSET BELOW

ROOF SHEETING

STV

65Ø

1

VP

50Ø

STV

65Ø

2

3x RHEEM LOLINE COLLECTOR

PANELS INSTALLED TO

MANUFACTURERS SPECIFICATIONS

2x RHEEM LOLINE COLLECTOR

PANELS INSTALLED TO

MANUFACTURERS SPECIFICATIONS

TD/HWU/AC

50Ø CAST IN SLAB

410L STORAGE CYLINDER FOR

RHEEM SOLAR LOLINE HOT WATER

SYSTEM MODEL 511430 WITH

ELECTRIC BOOST

270L STORAGE CYLINDER FOR

RHEEM SOLAR LOLINE HOT WATER

SYSTEM MODEL 511270 WITH

ELECTRIC BOOST

STV

65Ø

4

VP

50Ø

OFFSET BELOW

ROOF SHEETING

STV

65Ø

3

OFFSET BELOW ROOF SHEETING CONNECT

TO STV AT HIGH LEVEL BELOW

(TYPICAL STV 2 & STV3)

VP

50Ø

JOIN TO STV AT

HIGH LEVEL BELOW

IN

WALL

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 PLAN

SCALE 1:100

DP

100Ø

EAVES GUTTER TO HAVE A

MINIMUM CROSS SECTIONAL

AREA OF 5,000mm² EQUAL

TO 125 HALF ROUND

B

EAVES GUTTER TO HAVE A

MINIMUM CROSS SECTIONAL

AREA OF 5,000mm² EQUAL

TO 125 HALF ROUND

DP

100Ø

A

STV

50Ø

4

VP

65Ø

STV

50Ø

1

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-10.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





1:100 1:200

0

1

2 3 4 5

10 FC D

10

N

ROOF PLAN & UPPER ROOF PLAN

ALL SERVICES LAYOUT









2

0

0

400

3

0

0

m

i

n

300 HALF ROUND

EAVES GUTTER

150 DOWNPIPE

FROM PAN OF SUMP

(POSITION CENTRALLY)

300 min

DP

150Ø

280

SUMP

300min

400

300 HALF ROUND

EAVES GUTTER

SUMP

2

0

0

300 HALF ROUND

EAVES GUTTER

EAVES GUTTER AND SUMP RAINHEAD DETAIL

NOT TO SCALE

ELEVATION

PLAN VIEW

FLOOR SLAB

GRAVEL BACKFILL

AS REQUIRED

FORMED SPOON DRAIN

150 WIDE MAX. 50 DEEP

150 DIA. GRATE IN

FINISHING COLLAR

NOTE

REFER STRUCTURAL ENGINEERS DRAWINGS FOR FOOTING / SLAB DETAILS

100 DIA.

100 SUBSOIL DRAIN

IN FILTER SOCK

PUDDLE FLANGE

SPOON DRAIN OUTLET (SDO) DETAIL

NOT TO SCALE

IL 47.230

RL 47.600

SILT BASKET

'FOX' SILT TRAP

WITH BY-PASS

MODEL GPCTFB

TO STORMWATER

BY-PASS

GROUND LEVEL

CONCRETE SURROUND

75

100

COLUMN

DOWNPIPE

DOWN PIPE OVER 'FOX' GPCTFB SWG

NOT TO SCALE

150Ø

SILT

150150

S.L.

150

A A

150Ø OUTLET

REMOVABLE BASKET WITH FULL

BY-PASS

TO CATCH SOLIDS & SILTS

715x715 'EVERHARD

HDG GRATE

INLET ENCASED IN CONCRETE

REFER LAYOUTS FOR SIZE

'FOX' GPCTFB

ENCASED IN CONCRETE

415

CONCRETE RISER

DEPTH AS REQUIRED

PLAN

SECTION A-A

15MPA CONCRETE

FILTER PIT USING 'FOX' GPCTFB SWG

NOT TO SCALE

ENSURE RISER CONSTRUCTION

ALLOWS FOR EASY REMOVAL

OF DEBRIS BASKET

TOP VIEW SECTION A-A

A

A

150m

in

150m

in

150min 150min

EVERHARD V-GUARD 600 AP FITTED WITH RISERS DETAIL

NOT TO SCALE

SUGGEST POURING SURROUNDING BACKFILL 20

MPa CONCRETE TO MAX 120mm ABOVE

V-GUARD TOP EDGE TO ENABLE REMOVAL OF

INTERNAL BRACES (SEE INSTALLATION

INSTRUCTIONS) BEFORE COMPLETION OF

CONCRETE BACKFILL.

50mm MIN THICK CONCRETE BLINDING

SLAB TO SET HEIGHT FOR UNIT

INCORPORATE REMAINING BACKFILL

WITH INSTALLATION OF

SURROUNDING PAVEMENT ENSURE

GRATE IS FITTED TO RISER AND

EXPANSION STRIP FITTED AROUND

RISER RIM (SEE V-GUARD

INSTALLATION INSTRUCTIONS)

STD SERIES 600 PIT RISERS

SELECTED OUTLET

PIPE NOT SHOWN

50

120m

ax

1200

600

300

CLASS 'C' GRATE

CONCRETE SURROUND

150Ø INLET

PIPE SOCKET F&F WITH CAP (RRJ

SOCKET x SWJ SOCKET)

ENSURE PIPEWORK LOCATED WITHIN

CONCRETE STRUCTURE IS COATED

WITH 'BONDCRETE' & SAND

PUSH ON CAP -SWJ

LEVEL INVERT TAPER M&F -SWJ

90° REDUCING JUNCTION-SWJ

NOTE:

ALL JOINTS TO BE MADE

WATERTIGHT.

150Ø HOLDING WELL

WITH SS ACCESS COVER.

FLOOR RL

(SEE FLOOR PLANS)

(ALLO

W 1800)

TO

LIFT M

AN

UFACTU

RES

REQ

UIREM

EN

TS

3OO X 300 GULLY WITH

NON - SLIP GRATING

LIFT SHAFT

600

PUDDLE FLANGE

LIFT PIT HOLDING WELL

NOT TO SCALE

100Ø

150Ø

100Ø uPVC

10mm x 40mm SLOTS

5mm x 40mm SLOTS

@ 43mm CENTRES

@ 43mm CENTRES

INSPECTION PIPE

100Ø SLOTTED

PUSH-IN DRAINAGE/INSPECTION GRATE

WATERPROOF MEMBRANE (BY OTHERS)

GEOFABRIC (BY OTHERS)

DRAINAGE CELL (BY OTHERS)

100mm

MAX.

PLUMBING CONTRACTOR TO INSTALL 25Ø PVC

CONDUIT FOR IRRIGATION WATER SUPPLY LINE

(REFER FLOOR PLAN FOR LOCATION)

CONNECT TO IRRIGATION CONTROL

SOLENOID (BY OTHERS)

SOLENOID CONTROL CABLE

(BY OTHERS)

FLEXIBLE SEALANT

PLUMBING CONTRACTOR

TO INSTALL 15Ø PVC

CONDUIT FOR SOLENOID

CONTROL CABLE

SOIL AS SPECIFIED BY LANDSCAPE

ARCHITECT (BY OTHERS)

SPS MODEL TIA 100/90 PB

PLANTER DRAINAGE UNIT

PLANTER DRAINAGE CAST IN SLAB DETAIL

NOT TO SCALE

FLEXIBLE SEALANT

BUNDED EXTERNAL REFUSE WASHDOWN DETAIL

NOT TO SCALE

GROUND LEVEL

SECONDARY STRAINER

TO SEWER

CONCRETE

STRAINER

BASKET

GROUND LEVEL

HINGED

GRATE

100mm

200mm

1000mm

1200mm

ELEVATION PLAN

PLAN

BUCKET TRAP TO BE 'SPS' MODEL

Q150SR-BTM 9316 STAINLESS STEEL0 WITH

SELF CLOSING SECONDARY STRAINER

100Ø uPVC

VOID SPACE

10mm x 40mm SLOTS

5mm x 40mm SLOTS

@ 43mm CENTRES

@ 43mm CENTRES

INSPECTION PIPE

100Ø SLOTTED

PUSH-IN DRAINAGE/INSPECTION GRATE

WATERPROOF MEMBRANE (BY OTHERS)

GEOFABRIC (BY OTHERS)

DRAINAGE CELL (BY OTHERS)

100mm

MAX.

TYPICAL PLANTER DRAINAGE DETAIL

NOT TO SCALE

SOIL AS SPECIFIED BY LANDSCAPE

ARCHITECT (BY OTHERS)

SPS MODEL TIA100PB

PLANTER DRAINAGE UNIT

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-11.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





11 FC C

11

DETAILS







50

EQ

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 BETWEEN

GUARD & PIPE

DEPTH AS

REQUIRED

LENGTH AS

REQUIRED

5050

COPPER OR PVC PIPES

MASONARY ANCHOR BOLT

COPPER OR

PVC PIPES

BOLT HOLE

POSITIONS

POSITION OF

TEST GATES

50

WALL GUARD

(NOTES & DIMENSIONS TYPICAL FOR ALL GUARDS)

PIPE GUARD DETAIL

(NOT TO SCALE)

CORNER GUARDEND OF COLUMN GUARD

ELEVATION

TUNDISH - ZIP HYDROTAP

INDICATIVE DETAIL

NOT TO SCALE

ZIP HYDRO TAP

DISCHARGE OVER TUNDISH

ZIP UNIT PROPRIETARY DRIP TRAY

CUPBOARD

FLOOR LEVEL

REFER FLOOR PLAN

FOR CONTINUATION

GROUND LEVEL

75mm MIN.

CONCRETE SURROUND

TYPICAL CONNECTION OF PUMPED WASTE

DISCHARGE FROM SWIMMING POOLS

NOT TO SCALE

OVERFLOW RELIEF

GULLY GRATE

WASTE MAY DISCHARGE

INTO BRANCH

PUMPED DISCHARGE FROM

SWIMMING POOL

CONCRETE SUPPORT FOR

OVERFLOW RELIEF GULLY

150m

m

FULLY RETRIEVABLE PRE-SLEEVED

POLYBUTYLENE FLEXIBLE WATER

PIPE OR EQUAL

STEEL REINFORCING (TYPICAL)

SLEEVE END CAP (TYPICAL)

TYPICAL CONCRETE FLOOR SLAB

TYPICAL PRE-SLEEVED POLYBUTYLENE FLEXIBLE

WATER PIPE CAST INTO CONCRETE SLAB

DETAIL OF PRE-SLEEVED FULLY RETRIEVABLE

WATER PIPE INSTALLED IN CONCRETE SLAB

NOT TO SCALE

HOT & TEMPERED WATER SERVICES SHALL

BE INSULATED WITH 13mm CLOSED CELL POLYETHYLENE

AND FITTED IN WATERTIGHT CONDUIT

PROVIDE CONCEALED WATER SERVICE PIPES

BENEATH CONCRETE SLABS IN ACCORDANCE

WITH AS/NZS 3500.1:2003 SECT. 5.5.4

PROVIDE WATER SERVICE PIPEWORK ENCASED IN

CONDUITS EMBEDDED WITHIN WALLS AND FLOORS IN

ACCORDANCE WITH A.S.3500.1:2003 SECT. 5.5.3

TO BE INSTALLED AS PER

AS3500.4:2003 SECTION 5

15

ELECTRIC

HWU

T&PR RELIEF VALVE

TERMINATE AS PER

AS 3500.4:2003 CL

5.12

15

UNION CONNECTION

AS SHOWN ON

DRAWINGS

ISOLATING VALVE

PRESSURE LIMITING VALVE

NON-RETURN VALVE

CONCRETE BASE

EXTERNAL HWU INSTALLATION

NOT TO SCALE

FALL (2.5%)

TD

20

15

T&PR RELIEF

VALVE

15

ELECTRIC

HWU

UNION CONNECTION

20mm

SLAB DEPTH

AS SHOWN ON

STRUCTURALS

LINE STRAINER

PRESSURE LIMITING VALVE

NON-RETURN VALVE

20

20

REFER TO SANITARY

LAYOUTS FOR CONTINUATION

ISOLATING VALVE

PROVIDE SAFE TRAY IN ACCORDANCE

WITH AS/NZS 3500.4:2003 SECTION

5.4.3

UNION CONNECTION

INTERNAL HWU INSTALLATION

NOT TO SCALE

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-12.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





12 FC B

12

DETAILS




ISSUE FOR CONSTRUCTION JA RP29.11.16B

COMMON

DISCHARGE PIPE

50Ø RISER

SLAB

'STUDOR' GROUP VENT AIR

ADMITTANCE VALVE BRANCHING

FROM COMMON DISCHARGE PIPE

AIR ADMITTANCE VALVE UNDER

IN SINK/LAUNDRY CUPBOARD

NOT TO SCALE

'STUDOR' GROUP VENT AIR

ADMITTANCE VALVE BRANCHING FROM

COMMON DISCHARGE PIPE

50Ø RISER WITHIN FRAME

CONNECT 50Ø GROUP VENT FROM

COMMON DISCHARGE PIPE

SLAB

AIR ADMITTANCE VALVE UNDER BASIN

NOT TO SCALE

SINK

A/C CONDENSATE DRAIN

'MODTECH' IN WALL TUNDISH

CONNECTED TO FIXTURE TRAP

NOT TO SCALE

AIR GAP SHALL BE NOT LESS

TWICE THE DIAMETER OF THE

OUTLET PIPE

TOP OF TUNDISH SHALL BE

ABOVE THE FLOOD LEVEL

RIM OF THE FIXTURE

FLOOD LEVEL RIM

OF FIXTURE

CAP & LINING

MALE

MALE IRON

ADAPTOR

40Ø TUNDISH

DRAIN CONNECTED

ABOVE WATER SEAL

WALL

CLEAR VIEWING PANEL

MODTECH IN

WALL TUNDISH

BRITEX IN WALL TUNDISH MODEL D-TDW-B

NOT TO SCALE

R10

130

REFER FLOOR PLAN FOR

CONTINUATION

PROVIDE PLUGS/STOPPERS AS

REQUIRED

304 GRADE STAINLESS STEEL

3167

FACE OF FINISH

PLASTERBOARD WALL

(INDICATIVE)

LIP OF TUNDISH OVER

EXPOSED PLASTERBOARD

REFER FLOOR PLAN FOR

CONTINUATION

VIEWING PANEL

NOTE:

REFER MANUFACTURERS DRAWINGS FOR

DETAILED DIMENSIONS. CRITICAL

DIMENSIONS NOTED ONLY THIS DETAIL.

VIEWING PANEL

FACE OF FINISH PLASTERBOARD

WALL (INDICATIVE)

FRONT VIEW SIDE VIEW

TOP VIEW 3D VIEW

190

130

32Ø 25Ø

150

75

24

24

66

SLAB

VANITY

BASIN

FWG

40

A/C UNIT

CONDENSATE DRAIN

WALL

AIR GAP TWICE

DIAMETER OF PIPE

50x40 (uPVC) L.I.T.

A/C TUNDISH WASTE IN WALL TO FWG

NOT TO SCALE

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-13.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





13 FC B

13

DETAILS




ISSUE FOR CONSTRUCTION JA RP29.11.16B

LEVEL 2

LEVEL 3

PLANT DECK

GROUND/LEVEL 1

BASEMENT

COLD WATER DIAGRAMMATIC

NOT TO SCALE

40

20Ø SUBMETER (TYPICAL)

IV WM

POOL DECK

DCV

40

20

20

20

20

25

2540

IV

PRV

25

20

20

20

20

IV

PRV

25

20

20

IV

PRV

20

2520

DCV

20

20 20

20

HT

IRRIGATION SUPPLY

HT

REFUSE

UPPER ROOF

RPZD

20

20

HT

15

20

HT HT

(POOL TOP UP)

2015

20

IV IV

HWU

IV

20

20

POOL PAVILION PWD

dB

S

dWC

SHR

20

15

HWU

20

T

CWM

20

HT

20

DBS

15

UNIT 1

20

B B

T

TPV

15

ENS 2

SHR

20

DWM

WC

T

CWM

20

B

T

TPV

20

20

BTH

B

SHR

BTH

WC

B B

SHR

ENS

UNIT 3

WC

HWU

20

20

DBS S

HT

DWM

HWU

20

SOLAR HOT WATER

STORAGE CYLINDER

(410L)

UNIT 5

SHR

20

B B

T

TPV

20

ENS 1

WC

B

WC

SHR

BTH

UNIT 2

HWU

HT

20

20

DBS

20

B B

T

TPV

15

ENS 2

SHR

20

DWM

WC

20

T

CWM

SHR

T

TPV

15

B

BTH

BTH

20

20

WC

B

WC

SHR

20

T

TPV

15

20

20

HWU

20

20

SHR

BTH

UNIT 4

B

T

TPV

15

B

20

20

20

WC

T

CWM

HT

T

TPV

15

B

SHR

20

B

20

WC

ENS

HWU

20

SOLAR HOT WATER

STORAGE CYLINDER

(270L)

20

LEGEND:


ARE CAST IN SLAB.

IV

IV

25

RPZD

IV

IV

LDRY

T

CWM

T

TPV

B

PDR LDRY

20

20

20

20

20

15

DBS

DWM

20

KITCHEN

20

S

15

BWU/CHWU

SCULLERY

20

15

IV

PRV

REF

HT

20

20

20

BTH

20

B

T

TPV

B

20

20

SHR

WC

ENS ENS

BTH

B B

T

TPV

20

SHR

20

WC

20

20

B

IV (HWU)

20

20

HT

DBS S

DWM

PRV

15

REF

PRV

15

REF PRV

15

REF

PRV

15

REF

20

BTH

ENS 1

WC

IV (HWU)

20

T

TPV

15

B

20

WC

SHR

BTH

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-14.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





14 FC D

14

DIAGRAMMATICS

PRELIMINARY ISSUE JA RP03.06.161


ISSUE FOR COUNCIL APPROVAL JT RP29.09.16B



LEVEL 2

LEVEL 3

PLANT DECK / ROOF

GROUND/LEVEL 1

BASEMENT

HOT WATER DIAGRAMMATIC

NOT TO SCALE

POOL DECK

UPPER ROOF

15

T

TPV

15

S

SHR

POOL AMENITIESBBQ

HWU

HWU

20

T

CWM

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

SHR

T

CWM

15

LDRY

SHR

B

T

TPV

15

20

BTH

BTH

20

ENS 1

B

SHR

15

20

HWU

20

T

CWM

15

LDRY

15

20

SHR

ENS

B B

SHR

1520

BTH

BB

20

TTPV

20

15

BTH

DBS S

15

UNIT 3

HWU

20

S DBS

15

SCULKIT KITSCUL

B

TTPV

15

15

15

20 15

B

SHR

BTH

BTH

T

CWM

15

LDRY

B B

ENS

T

TPV

15

SHR

UNIT 4

HWU

UNIT 5

HWU

SOLAR HOT WATER

STORAGE CYLINDER

(270L)

SOLAR HOT WATER

STORAGE CYLINDER

(410L)

20

20

LEGEND:


ARE CAST IN SLAB.

20 15

SHR

B

T

TPV

15

ENS

15

15

SHR

B

T

TPV

20

20

20 15

S

SCULLERY

T

CWM

15

LDRY

T

TPV

15

B

PDR

DBS

KIT

BTH

B B

20

T

TPV

20

SHR

20 15

B

20

ENS PDR

15

B

15

BTH

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-15.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





15 FC D

15

DIAGRAMMATICS

HOT WATER LAYOUT



ISSUE FOR COUNCIL APPROVAL JT RP29.09.16B



LEVEL 2

LEVEL 3

ROOF

GROUND/LEVEL 1

BASEMENT

IOS

AAV

50

IOS

65

REFUSE

FWG

B

40

TD/AC

B

IOS

SHR/

GD

80

65

100

40

40

WC

IOS

100

100 @ 1.65%

FWG

40

B

40

SHR/

GD

80

50

VC

50

65

50

WC

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

TG

EJ

100

IOS

100

TTD/AC

65

DBS

DRY TRAP

65

FWG

T

TD/AC

40

65

WC

50

FWG

65

B

40

SHR/

BTH

40

FWG

SHR/

GD

80

50

65

TD/AC

B

40

40

WC

100

TG

EJ

100

100 @ 1.65%

100 @ 1.65%

28 F.U.

A

WC

UNIT 2

1

100

TG

EJ

100

26 F.U.

FVM

WC

SHR/

GD

50

FWG

B

65

TD/AC

B

40

40

40

UNIT 2

100

FWG

T

TD/AC

40

65

50

AAV

50

65

WC

100

FWG

65

B

40

50

TD/AC

40

TG

EJ

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:


ARE CAST IN SLAB.

FIXTURE PAIR

FWG/BT

65 65

VC

VC

B

40

STV 65

100 100

SHR/

GD

50

65

FWG

B

40

50

B

40

VP 50

AAV

50

65

100

SANITARY DIAGRAMMATIC

NOT TO SCALE

EPD

EPD

ST

40

80

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-16-17.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm





16 FC D

16

DIAGRAMMATICS






LEVEL 2

LEVEL 3

ROOF

GROUND/LEVEL 1

BASEMENT

TG

EJ

100

TG

EJ

100

E

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

WC

SHR/

GD

80

50

FWG

B

65

TD/AC

B

40

40

40

SHR/

GD

50

FWG

65

B

40

DBS

TG

EJ

100

80

WC

100

TG

EJ

100

65

B

B

40

AAV

40

50

50

50

FWG

T

TD/AC

40

65

50

HWU

STY

50

USJ

TD/AC

FWG

65

BTH

40

40

WC

VC

STV 65

B

40

65

4

65

100

UNIT 5

TTD/AC

50

DRY TRAP

50

40

TG

EJ

100

4

21 F.U.

SST

3

17 F.U.

FVM

TG

EJ

100

DBS

AAV

TD/AC

S

AAV

50

UNIT 3

DBS

AAV

UNIT 5

VC

STV 50

UNIT 1

100 @ 1.65%

100

TG

EJ

100

2

19 F.U.

SST

100 @ 1.25%

100 @ 1.65%

100 @ 1.65%

TG

EJ

100

DBS

AAV

TD/AC

S

50

50

50

40

UNIT 4

VC

STV 50

50

FWG

40

50

TD/AC

65

UNIT 5

FWG

T

65

50

HWU

STY

50

TG

EJ

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

100

100

POOL AMENITIES BBQ

100 @ 1.65%

TG

EJ

100

IOS

ORG

100

100 @ 2%

10 F.U.

TG

IOS

150

150

165 F.U.

100

100 @ 1.65%

CONTINUES AT

LOWER GROUND

BASEMENT

POOL DECK

LOWER GROUND

FROM BASEMENT

LEVEL

POOL DECK

H-16

H-16

LEGEND:


ARE CAST IN SLAB.

6565

100

TD/AC

40

40

40

B

40

AAV

SHR/

GD

50

80

100

50

B

40

40

VP 50

WC

100

65

50

50

S

50

AAV

T

50

65

50

EPD

EPD

ST

ST ST ST

EPD

EPD

EPD

SANITARY DIAGRAMMATIC CONTINUE

NOT TO SCALE

SANITARY DIAGRAMMATIC CONTINUE

NOT TO SCALE

VP 50

50

65

17 FC D

17

DIAGRAMMATICS

ORIGINAL SIZE: A1

Date:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:

Design:

Drawn:

Checked:


Architect:


FOR CONSTRUCTION

AHSCA





ASPE

HYDRAULIC SERVICES

Drawing Style:

Out of strata

drainage

In strata water





Richard Poole

Mark Laverick

Juanita Tate




epacsdnaL

faxphone

07 5443 403007 5443 3200



FILE N

AM

E &

PATH

: W


ings\15094-H

-16-17.dw

g PLO

TTED

BY: 'jarnold' PLO

T D

ATE &

TIM

E: 29 N

ov, 2016 - 3:49pm










of

DAY 6 25 15 6 13 9 29

MONTH 04 05 06 10 10 11 11

YEAR 16 16 16 16 16 16 16

STAGE 1 1 2 2 2 8 4

MEDIA PD PD PD PD PD PD PD

H-01 2 A B B CH-02 2 3 A C C DH-03 2 A C C DH-04 2 3 A B B CH-05 2 A B B CH-06 2 3 A C C DH-07 2 A B B CH-08 2 3 A C C DH-09 2 A C C DH-10 2 3 A C C DH-11 1 2 A B B CH-12 1 A A A BH-13 A A A BH-14 A C C DH-15 A C C DH-16 A C C DH-17 A C C D

H-F02H-F04H-F07H-F09

X

1 1 1 1 1 1E E E E E E1 1 1 1 1 1E E E E E E1 1 1 1 1E E E E E1 1 1 1 1E E E E E1 1 1 1 1E E E E E

1 1 1 1E E E E

1E

1E

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 13

16

1

B

DISCIPLINE:

1

P.O. Box 1269 Buddina, Qld 4575

Unit 4, 34 Technology Drive Warana, Qld 4575

1

HYDRAULICS 16

STAGE

BlackburneJackson

A Level 2 - Fire CoverageLevel 3 - Fire Coverage

A

E1

1E

1

1

E

E1

Form 2A Issue 2

Rohan, Katie, Stephen EE

Jeremy

Mike WildeisenElectrical

DevportJames Scholly

Rob, Alex EE EAltum

E

Plumbing Services

Henry Morgan

NRC

Stewart McGill

ADG

Civil

E E E

1

1

1

1E

1E1

EE11

E

E

1

E1

1

1

E1

1

1

C - COURIER D – PDD DELIVERED M - MAIL CO – COLLECTED W – WEB UPLOAD E - EMAIL

1

11

1

23

1

4

2

1

4

16

1

15

41 3

11

06

1

PD PD

0908

B

3

4

03 21

07

B

B

A

B3

3

B

6 – NEW ISSUE 7 – AS CONSTRUCTED 8 - OTHER

B

DRAWING REGISTER: ISS:

E

1E

1

Ful

l Set

Cou

ncil

App

rove

d

1E

E1

AA

B C

BB

B

B

JOB No. 150941

16

B

16

06

PD

16

CODES

1

8

5

11

1

16

28

MEDIA

PROJECT: 43-45 Elanda Street, Sunshine Beach

PD PD

COMMENTS :

10

Printed By

PD

1-PRELIMINARY 2 - APPROVAL 3 - FOR TENDER 4 –FOR CONSTRUCTION 5 – AS REQUESTED

PD

Ground Level - SAN/SWBasement Level - Water/FireBasement Level - SAN/SWLegend, Notes, Abbreviations

A

8 2

P - PRINT D - DISK DF - DRAWING FILE PD - PDF FORMAT

21 8

B

Level 2 - SAN/SWLevel 1 - Water/Fire Level 1 - SAN/SWGround Level - Water/Fire

3

FORM 15 X

Level 2 - Water/Fire

Diagrammatics

DetailsDetails

Diagrammatics

Basement - Fire CoverageGround/ Level 1 - Fire Coverage

1

LODGE for BA

B

Details

Diagrammatics

Roof Levels - All Services

BDiagrammatics

Ful

l Set

Am

ende

d C

ounc

il A

ppro

ved

DELIVERY METHOD

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