43-45 elanda street, sunshine beach job no. 15094 -...

of

DAY 6 25 15 6

MONTH 04 05 06 10

YEAR 16 16 16 16

STAGE 1 1 2 2MEDIA PD PD PD PD

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

H-F02H-F04H-F07H-F09

X

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

1 1E E

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

16

1

B

DISCIPLINE:

1

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

1

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

B

11

06

1

PD PD

03 21

07 0908

3

3

4

B

16

B

B

A

B3

3

B

6 – NEW ISSUE 7 – AS CONSTRUCTED 8 - OTHER

B

DRAWING REGISTER: ISS:

E

1E

1

Full

Set C

ounc

il Ap

prov

ed

1E

E1

AA

B

BB

B

B

JOB No. 150941

8

5

11

1

16

2816

06

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-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

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

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

01 BA B

1

N

NOTES, LEGEND, LOCALITY PLANAND ABBREVIATIONS

NTSNTS

PRELIMINARY ISSUE JT RP04.11.151



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


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


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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

02 BA C

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 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





ISSUE FOR COUNCIL APPROVAL JT RP06.10.16C

RL 46.170

RL 46.170

RL 46.81047

.450

RL 46.170

47.4

65


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


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'



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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

03 BA C

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 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




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


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 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


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


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


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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

04 BA B

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 2.200mABOVE 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.






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).


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



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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

05 BA B

5

GROUND / LEVEL 1 FLOOR PLAN

WATER LAYOUT

N















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






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


SHRFWG

BB

WC

BTH

FWG

B

SHR

EPD100Ø

D

VP50Ø

ENS

WIRBTH

LDRY

STY/HWUTD/HWU

STUDY

WCB

FWG

T


LOBBY

STUDYSHR

FWG

BTH

BTH

B B WC

PTRY

SCUL

PTRY

SCUL

WIR

INWALL

DP150Ø

1


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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

06 BA C

6

LEVEL 2 FLOOR PLAN


N







ACCESS PANEL























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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

07 BA B

7

LEVEL 2 FLOOR PLAN

WATER LAYOUT

N















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


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








CAST IN SLAB DROP OVERROBE AND JOIN TO SWDAT HIGH LEVEL BELOW

TCO-1

TCO-1


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




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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

08 BA C

8

LEVEL 3 FLOOR PLAN


N







ACCESS PANEL























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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

09 BA C

9

LEVEL 3 FLOOR PLAN

WATER LAYOUT

N
















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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



1:100 1:200

0 1 2 3 4 5

10 BA C

10

N

ROOF PLAN & UPPER ROOF PLAN

ALL SERVICES LAYOUT








200

400

300min

300 HALF ROUNDEAVES GUTTER

150 DOWNPIPEFROM PAN OF SUMP(POSITION CENTRALLY)

300 min

DP

150Ø

280

SUMP

300min

400


SUMP

200


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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



11 BA B

11

DETAILS






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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



12 BA A

12

DETAILS




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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



13 BA A

13

DETAILS




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


20


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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



14 BA C

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 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



20 20


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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



15 BA C

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

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


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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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



16 BA C

16

DIAGRAMMATICS





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


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:


Scale:

Stage:

Sheet:

Issue:


15094 - H -

17

Drawing Title:

Project:

North Point:Design:

Drawn:

Checked:


Architect:


APPROVAL

AHSCA



ASPE

HYDRAULIC SERVICES

Drawing Style:


In strata water



Plotted by: 'jtate'


Richard Poole

Mark Laverick

Juanita Tate



epacsdnaL

faxphone

07 5443 403007 5443 3200



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







43-45 elanda street, sunshine beach job no. 15094 -...

Documents