FOOTSCRAY HOCKEY CENTRE REFURBISHMENT€¦ · demolition works. 'supergro' or equivalent erosion control fabric to be placed over garden beds to prevent surface erosion during revegetation

1./ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETECT AND PROTECT ANY EXISTING UNDERGROUND SERVICES.

2./ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REINSTATE ALL SURFACES AFFECTED BY WORKS.

3./ CONTRACTOR IS TO FAMILIARISE THEMSELF WITH THE SITE CONDITIONS AND GET SUFFICIENT INFORMATION ABOUT ALL PROPOSED WORKS PRIOR TO COMMENCEMENT OF ANY WORKS.

4./ CONTRACTOR TO REMOVE AND RE-INSTALL ALL EXISTING PLAQUES, SIGNS AND SIMILAR AS PER SUPERINTENDENT INSTRUCTIONS.

5./ CONTRACTOR TO VERIFY ALL LEVELS AND DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS.

6./ CONTRACTOR TO ENSURE ARCHITECTURAL AND STRUCTURAL DRAWINGS ARE READ IN CONJUNCTION WITH ALL SERVICES DRAWINGS AND SPECIFICATIONS.

7./ CONTRACTOR TO COORDINATE AND PLAN BUILDING WORKS SO TO PROVIDE MINIMUM IMPACT ON WORKING STAFF.

8./ CONTRACTOR TO PROVIDE ELECTRONIC COPY IN AUTOCAD FORMAT OF "AS CONSTRUCTED DRAWINGS" FOR ALL SERVICES.

GENERAL CONSTRUCTION NOTES

OUR JOB

ALL 3D IMAGING USED IN THESE DRAWINGS IS INDICATIVE ONLY. ANY 3D IMAGING IS SHOWN FOR COORDINATION PURPOSES ONLY AND IN NO WAY ARE THE 3D IMAGES SHOWN TO BE USED FOR CONSTRUCTION PURPOSES.

THIS DRAWING IS COPYRIGHT. NO PART MAY BE REPRODUCED OR OTHERWISE DEALT WITH, WITHOUT THE PERMISSION OF K20 ARCHITECTURE.

NOTE IMPORTANT

k20 Architecture

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FOOTSCRAY HOCKEY CENTRE REFURBISHMENTMcIVOR RESERVE, FRANCIS STREET YARRAVILLE

0365FOOT

MARIBYRNONG CITY COUNCIL

A-A0.00 P01 CONTENTS - CONTRACT DOCUMENTATIONA-A0.01 P01 EXISTING SITE PLANA-A0.02 P01 DEMOLITION SITE PLANA-A0.03 P01 PROPOSED SITE PLANA-A1.01 P01 DEMOLITION GROUND FLOOR PLANA-A1.02 P01 DEMOLITION MEZZANINE FLOOR PLANA-A1.03 P01 PROPOSED GROUND FLOOR GA PLANA-A1.04 P01 PROPOSED MEZZANINE FLOOR PLANA-A1.51 P01 PROPOSED ROOF PLANA-A2.01 P01 PROPOSED REFLECTED CEILING PLANSA-A2.02 P01 PROPOSED GROUND FLOOR REFLECTED CEILING PLANA-A3.01 P01 ELEVATIONSA-A4.01 P01 SECTIONSA-A5.01 P01 INTERNAL ELEVATIONS 01A-A5.02 P01 INTERNAL ELEVATIONS 02A-A5.03 P01 INTERNAL ELEVATIONS 03A-A5.04 INTERNAL ELEVATIONS 04A-A5.05 INTERNAL ELEVATIONS 05A-A5.06 P01 INTERNAL ELEVATIONS 06A-A5.07 INTERNAL ELEVATIONS 07A-A5.08 P01 INTERNAL ELEVATIONS 08A-A6.01 P01 CONSTRUCTION DETAILS 01A-A7.01 P01 JOINERY DETAILS 01A-A8.01 P01 DOOR TYPES, GLAZING TYPESA-SC.01 P01 EXTERNAL FIXTURES AND FINISHES SCHEDULEA-SC.02 P01 FIXTURES & FITTINGSA-SC.03 P01 LIGHTING & ELECTRICALA-SC.04 P01 FURNITURE

SUBJECT SITE

LOCATION MAP N

GENERAL DEMOLITION NOTES

ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO, THE CURRENT & RELEVANT BUILDING REGULATIONS, THE BUILDING CODE OF AUSTRALIA AND ALL RELEVANT CURRENT AUSTRALIAN STANDARDS REFERRED TO THEREIN. THESE NOTESSPECIFY ONLY THE MINIMUM STANDARD OF WORK FOR THE DEMOLITION WORKS ON PROJECTS, AND ALL WORKMANSHIP AND PRECAUTIONS SHALL BE TO BEST TRADE PRACTICE.

PRECAUTIONS MUST BE TAKEN BEFORE AND DURING DEMOLITION IN ACCORDANCE WITH AS 2601-2001: DEMOLITION OF STRUCTURES.

DURING THE PROGRESS OF THE DEMOLITION THE WORKS SHALL BE UNDER THE CONTINUOUS SUPERVISION OF THE DEMOLISHER OR OF AN EXPERIENCED FOREMAN, AND DEMOLITION SHALL BE EXECUTED STOREY BY STOREY IF APPLICABLE, COMMENCING AT THE ROOF AND WORKING DOWNWARDS.

THE DEMOLITION MUST NOT BE COMMENCED UNTIL THE PRECAUTIONARY MEASURES SUCH AS SURVEYS HAVE BEEN UNDERTAKEN AS SPECIFIED AND APPROVED BY THE RELEVANT BUILDING SURVEYOR AND SUPERINTENDENT.

PROTECTIVE OUTRIGGERS, FENCES, AWNINGS, HOARDING, BARRICADES AND THE LIKE MUST BE INSTALLED WHERE NECESSARY TO GUARD AGAINST DANGER TO LIFE OR PROPERTY OR WHEN REQUIRED BY THE RELEVANT AUTHORITY OR SUPERINTENDENT & MAINTAINED THROUGHOUT THE WORKS.

DUST CREATING MATERIAL, UNLESS THOROUGHLY DAMPENED DOWN, SHALL NOT BE THROWN OR DROPPED FROM THE BUILDING BUT SHALL BE LOWERED BY HOISTING APPARATUS OR REMOVED BY MATERIAL CHUTES. ALL CHUTES SHALL BE COMPLETELY ENCLOSED AND A DANGER SIGN SHALL BE AT THE DISCHARGE END OF EVERY CHUTE.

ALL PRACTICABLE PRECAUTIONS SHALL BE TAKEN TO AVOID DANGER FROM COLLAPSE OF A BUILDING WHEN ANY PART OF A FRAMED OR PARTLY FRAMED BUILDING IS REMOVED.

NO WALL, CHIMNEY OR OTHER STRUCTURE OR PART OF A STRUCTURE SHALL BE LEFT UNATTENDED OR UNSUPPORTED IN SUCH A CONDITION THAT IT MAY COLLAPSE DUE TO WIND OR VIBRATION OR OTHERWISE BECOME DANGEROUS.

BEFORE DEMOLITION IS COMMENCED, AND ALSO DURING THE PROGRESS OF SUCH WORKS, ALL ELECTRICAL CABLE OR APPARATUS WHICH ARE LIABLE TO BE A SOURCE OF DANGER - OTHER THAN CABLE OR APPARATUS USED FOR THE DEMOLITION WORKS SHALL BE DISCONNECTED.

ARRANGEMENTS SHALL BE MADE WITH THE RELEVANT ELECTRICAL SUPPLY AUTHORITY FOR THE DISCONNECTION OF ELECTRICAL MAINS SUPPLY EXCEPT THAT, WHERE PARTIAL DEMOLITION IS PROPOSED, THE LICENSED ELECTRICAL CONTRACTOR SHALL SATISFY THE RELEVANT ELECTRICAL SUPPLY AUTHORITY THAT THE PORTION OF THE BUILDING TO BE DEMOLISHED HAS BEEN ISOLATED.

THE DEMOLISHER SHALL BE RESPONSIBLE TO CUT AND SEAL ANY STORM WATER, SEWER PIPES, WATER SERVICES, GAS SERVICES AND THE LIKE.

MATERIALS REMOVED OR DISPLACED FROM THE BUILDING SHALL NOT BE PLACED IN ANY STREET, ROAD OR RIGHT OF WAY AND, BEFORE COMMENCING, WHERE REQUIRED, SHALL BE KEPT SPRAYED WITH WATER SO AS TO PREVENT ANY NUISANCE FROM DUST.

MATERIALS REMOVED OR DISPLACED FROM THE BUILDING BEING DEMOLISHED OR MATERIALS LEFT STANDING SHALL NOT BE BURNED ON THE DEMOLITION SITE.

REMOVAL OF BUILDINGS BY ROAD MUST BE APPROVED BY RELEVANT COUNCILS TRAFFIC ENGINEER.

A SITE MANAGEMENT PLAN IS TO BE IMPLEMENTED DURING DEMOLITION WORKS TO CONTROL SEDIMENT RUN-OFF IN ACCORDANCE WITH EPA VICTORIA PUBLICATION #275:CONSTRUCTION TECHNIQUES FOR SEDIMENT POLLUTION CONTROL. PROVIDE 'PROPEX' OR EQUIVALENT SILT FENCES TO THE LOW SIDE OF THE ALLOTMENT AND AROUND ALL SOIL STOCKPILES AND STORM WATER INLET PITS/SUMPS AND INSTALL 'SILT STOP' FILTER BAGS OVER ALL STORM WATER ENTRY PITS DURING DEMOLITION WORKS. 'SUPERGRO' OR EQUIVALENT EROSION CONTROL FABRIC TO BE PLACED OVER GARDEN BEDS TO PREVENT SURFACE EROSION DURING REVEGETATION PERIOD.

NB

1./ UNDERGROUND SERVICES SURVEY TO BE CARRIED OUT PRIOR ANY WORKS BEING CARRIED OUT.

2./ WHERE EXISTING WINDOW ARE TO REMAIN. ALLOW TO REINSTATE ANY DAMAGED, CRACKED OR BROKEN GLAZING WITH NEW. ALL IN ACCORDANCE WITH AS1288 2006.

LEGEND - DEMOLITION

EXISTING WALLS TO BE DEMOLISHED & REMOVED

EX. COLEXISTING COLUMN TO REMAIN & PROTECT FROM DAMAGE

EXISTING WALL

AREA TO BE DEMOLISHED & PREPARED FOR PROPOSED

DEMOEXISTING DOOR AND DOOR FRAME TO BE FULLY DEMOLISHED AND REMOVED

DEMO SWBEXISTING ELECTRICAL SWITCH BOARD TO BE DEMOLISHED AND REMOVED. REFER ELECTRICAL ENGINEERS DOCUMENTATION

DEMO ELEC MTR

EXISTING ELECTRICAL METER TO BE DEMOLISHED AND REMOVED. REFER ELECTRICAL ENGINEERS DOCUMENTATION

DEMO COL

EXISTING COLUMN TO BE DEMOLISHED AND REMOVED TO ALLOW FOR PROPOSED WORKS

EXISTING IRRIGATION UNIT TO REMAIN & PROTECT FROM DAMAGE. IF REQUIRED TO BE REMOVED BUILDER TO ALLOW REINSTATING OF UNIT

EX-IRG

EXISTING STORM WATER DOWN PIPE TO REMAIN & PROTECT FROM DAMAGE

EX-DP

EX-BENCHEXISTING BENCH TO BE CAREFULLY REMOVED AND REINSTATED AT COMPLETION OF PROJECT.

EX-S/B

EX-MTR

EXISTING ELECTRICAL SWITCHBOARD TO REMAIN & PROTECT FROM DAMAGE

EXISTING ELECTRICAL METER TO REMAIN & PROTECT FROM DAMAGE

EX-FIP EXISTING FIRE INDICATOR PANEL

EX-FHR EXISTING FIRE HOSE REEL

EX-FE EXISTING FIRE EXTINGUISHER

SITE COMPOUND BOUNDARY

EXISTING VEGETATION TO BE REMOVED

EXISTING VEGETATION TO BE RETAINED

EXTENT OF WORKS BOUNDARY

EX

EXISTING DOOR TO REMAIN AND PROTECT FROM DAMAGE. ALLOW TO PREPARE FOR NEW PROPOSED WORKS

DEX

EXISTING COMMUNITY AREAPROTECT FROM DAMAGE

EX. FHR

EXISTING CHANGE ROOM 1




TERR

ACE

EX.FHR

EX. G

AS

HEAT

ER

TERRACE

TERRACE

EX. M

ETER

EX. M

ETER

CAREFULLY REMOVE HEATER AND KEEP FOR RELOCATION IN PROPOSED WORKS

CAREFULLY REMOVE BENCH SEATING, COAT HOOKS AND WHITEBOARD AND KEEP FOR RELOCATION




PROJECT

CLIENT

DRAWING

DO NOT SCALE

Copyright k20.AU PTY LTD©

325 COVENTRY STREET, SOUTH MELBOURNE, VICTORIA, 3205T: +61 9699 4440 F: +61 9699 5550E: [email protected] W: www.k20architecture.com

DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER CONTRACT DOCUMENTATION AND PROJECT SPECIFICATIONS PRIOR TO COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT FOR CLARIFICATION. CONTRACTOR IS TO PROVIDE ALL ITEMS AS IMPLIED WITHIN THIS DOCUMENTATION UNLESS NOTED OTHERWISE INCLUDING ALL NECESSARY SUPPORT AND ACCESSORIES AS REQUIRED FOR COMPLETENESS.

DO NOT SCALE FROM THESE DRAWINGS. ALL DIMENSIONS TO BE VERIFIED ON SITE AND ANY DISCREPANCIES MUST BE REPORTED TO THE SUPERINTENDENT IMMEDIATELY BEFORE COMMENCING CONSTRUCTION OR SHOP DRAWINGS.



NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS

PRELIMINARY - NOT FOR CONSTRUCTION

k20 Architecturec o n t r a c t d o c u m e n t a t i o n

As indicated

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MARIBYRNONG CITYCOUNCIL

DEMOLITION GROUNDFLOOR PLAN

FOOTSCRAY HOCKEYCENTRE REFURBISHMENT

IM

A-A1.01 P01

P01

12.01.18 Preliminary Issue to Client IM

1 : 50GROUND FLOOR DEMOLITION PLAN1

N

EXISTING MEZZANINE AREA

VOID TO SOCIAL AREA BELOW

PROJECT

CLIENT

DRAWING

DO NOT SCALE



DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.





NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS



1 : 50

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01/10/18


DEMOLITION MEZZANINEFLOOR PLAN


IM

A-A1.02 P01

P01


1 : 50MEZZANINE LEVEL DEMOLITION PLAN1

N

FHR FIRE HOSE REEL

DATA DATA RACK

AREA OF CONCRETE SLAB TO BE SET-DOWN XXXXmm

MTR PROPOSED NEW ELECTRICAL METER. REFER ELECTRICAL ENGINEERS DOCUMENTATION

FE FIRE EXTINGUISHER

(X)

X= TYPE SPECIFIED. REFER TO SCHEDULE

WHERE DIMENSIONS ARE NOTED WITH NOM. THIS INDICATES THE DIMENSIONED VALUE IS NOMINAL ONLY.

NOM.

WHERE DIMENSIONS ARE NOTED WITH C.O.S. THIS INDICATES THE DIMENSIONED VALUE IS TO BE CONFIRMED ON SITE & REPORTED FOR ANY DISCREPANCIES

C.O.S

LEGEND - FLOOR PLAN

PROPOSED NEW FLOOR WASTE CONNECT TO SEWER DISCHARGE. REFER TO FIXTURES SCHEDULES FOR GRATE / BASKET TYPE

COL-XX PROPOSED NEW COLUMN. REFER STRUCTURAL ENGINEERS DOCUMENTATION

FW-XX

EX-SWBELECTRICAL SWITCHBOARD. REFER ELECTRICAL ENGINEERS DOCUMENTATION

EX. C

OL

EXISTING COLUMN TO REMAIN & PROTECT FROM DAMAGE

EXISTING WALL


EX-DP

EX-SWB

EX.MTR


EXISTING ELECTRICAL METER TO REMAIN & PROTECT FROM DAMAGE DOOR FLOOR BOX. PROVIDE SLAB SETDOWN.

REFER TO STRUCTURAL ENGINEERS DOCUMENTATION & PROJECT SPECIFICATIONFBOX

FLOOR JUNCTION BOX FOR POWER & DATA. PROVIDE SLAB SETDOWN. REFER TO STRUCTURAL ENGINEERS DOCUMENTATION & PROJECT SPECIFICATION

FB

NOTES 1. ALLOW FOR ALL MAKING GOOD AND RE-SCREEDING TO FLOOR SURFACE FOR PROPOSED FLOOR FINISHES.

2. GRADED FLOOR TO FLOOR WASTE ARE NOT SHOWN ON THIS DRAWING. REFER PROPOSED FLOOR PLAN & FITOUT PLAN FOR DETAILS OF GRADED FLOORS.

3. ISOLATION JOINTS TO BE PROVIDED BETWEEN SEPARATE CONCRETE ELEMENTS. REFER PROJECT SPECIFICATION.

4. REFER PROJECT SPECIFICATION FOR SELECTED FLOOR COVER TRIM THRESHOLD PLATE BETWEEN CHANGE IN FLOOR FINISHES

WALL WTXX


DEX

DOOR

WINDOW

DX.XX

XX

WX.XX

XX

CJ

EJ EXPANSION JOINT TO CONCRETE FOOT PATH. REFER PROJECT SPECIFICATION FOR DETAILS.

CONTROL JOINTS TO CONCRETE FOOT PATH. REFER CIVIL ENGINEERS DOCUMENTATION.

SHW

SHW

AIRLOCK5m²

SHW

SHW

LFT-01

SHW SHW

SHWSHW

EX. COL

RELOCATED HEATER

NEW 70X35mm STUD WALL TO EAST & WEST WALLS OF CHANGEROOMS TO SUPPORT FLOOR JOISTS UNDER THE AREA OF THE MEZZANINE FLOOR EXTENSION. PROVIDE BLOCKING WITHIN NEW WALLS TO ALLOW TO REINSTATE BENCHES. PROVIDE GPO IN EACH CHANGE ROOM, LOCATION TBC.

FHC APPLIANCES TO BE RE-USED- STOVE- HOT WATER UNIT- COFFEE MACHINE- PIE WARMER- ICE MACHINE- FRIDGE

BABY CHANGE

EX. C

OL.

GENERAL NOTE:- ALL TOILETS TO HAVE AUTOMATIC LIGHTING- GPOs ARE TO BE RUN WITH 3 GPOs TO A CIRCUIT- KITCHEN TO HAVE 15A CIRCUIT FOR ALL APPLIANCES

REPLACEMENT OF FLOOR COVERINGS & PAINT WORKS TO SOUTHERN AREA OF PAVILION

S/S MOBILE ISLAND BENCH

3042

OVERHEAD GP0

1A-A5.01

1A-A5.03

6A-A5.04

6A-A5.02

1A-A5.06

6A-A5.07

SHW

D0.03

01 D0.05

01

D0.03

02

D0.05

02

D0.04

01

D0.07

01

D0.06

01

D0.10

01

D0.09

01

D0.08

01

DEX

D0.13

01

D0.14

01

D0.11

01

D0.15

01

D0.18

01

D0.16

01

D0.19

01

D0.20

01

D0.21

02D0.23

01

D0.24

01

D0.24

02

D0.25

02

D0.27

01

D0.26

01

D0.26

02

D0.25

01

D0.21

01

0.03AIRLOCK

0.04DDA UNISEX WC

0.05CORRIDOR LINK

0.08STORE

0.13EXISTING CHANGEROOM 1

0.07STORE

0.06CLEANERS



0.19EXISTING CHANGE ROOM 4

0.20AMBULANT TOILET AND SHOWERS

0.21PHYSIO AND FIRST AID

0.22UMPIRE

0.23DDA UNISEX TOILET

0.24AIRLOCK

0.27EXISTING COOL ROOM

0.26CANTEEN


0.18SHOWERS

0.17DDA SHOWER AND TOILET

0.28STORE

0.25KITCHEN

0.12STORE


0.10MALE TOILET

0.09FEMALE TOILET

0.01CLUB ROOM

0.02HOCKEY HQ

1A-A5.02

1A-A5.04

1A-A5.05

WT01

WT01

WT01

WT01

WT01

WT01

WT01

WT01

WT01

WT01

WT01

WT01

WT01

WT01 WT

01

WT02

WT02

WT02

WT02

WT02

WT02

WT02

WT02

WT01

WT01

WT01WT

01

WT

WT01

WT01

1A-A5.07

4A-A5.07

RMT-01

WTEX

WTEX

WTEX

WTEX

WTEX

WTEX

WTEX

WT01

WT01

WTEX

WTEX

WTEX

WTEX

WTEX

WTEX

WTEX

WTEX

VIN-01

VIN-01

VIN-01

VIN-01

VIN-02

VIN-02

VIN-02

EPF-01

EPF-01 WTEX

RMT-02

TP-04

2A-A6.01

VIN-03

VIN-03

VIN-02

VIN-02

VIN-02

VIN-02

VIN-02

EPF-01

VIN-02

VIN-02

TIM-01

TIM-01

TIM-01

TIM-01

CONC-01

CONC-01

EX. FHR

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.EX

. COL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EX. C

OL.

EXISTING WHITEBOARD TO BE RELOCATED HERE




D0.17

01

MR-01

MR-01

MR-01

MR-01

VIN-01

EX

STAIR 01 WB-01

WT03

WT03

CONFIRM DIMENSIONS OF METER ON SITE. DETERMINE LOCATIONS OF SWITCHBOARDS AND FIRE EXTINGUISHERS ON SITE CONFIRM IF WIRING IN WALL (IE. IS IT SAFE TO INSTALL BABY CHANGE ON WALL?).

EX. M

ETER

EX. M

ETER

REINSTATE BENCH SEATING AND COAT HOOKS, CONRACTOR TO CONFIRM LENGTH AND CUT BACK TO SUIT DDA COMPLIANT CIRCULATION AND MAKE GOOD.




CONFIRM CLEARANCE IS ACCEPTABLE TO BUILDING SURVEYOR

CONFIRM DIMENSIONS AND OPENINGS ON SITE.

PROJECT

CLIENT

DRAWING

DO NOT SCALE



DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.





NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS



As indicated

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PROPOSED GROUND FLOORGA PLAN


IM

A-A1.03 P01

1 : 50PROPOSED GROUND FLOOR PLAN1

P01


N

STORE STORE STORE

RELO

CATE

D DU

CT

LIFT

UP

VOID

VOID

2400mm CEILING HEIGHT ABOVE FFL.


STORE



SEATS WITH HINGED LIDS ON TOP AS PER OPTION C FROM LIST DATED 01/11/15 PROVIDED BY FHC

VOID

VOID

VOID

RELOCATED HOT WATER BOILER UNIT

GPO GPO

0.30GYM

0.32FUTURE MEETING ROOM

0.31BOARDROOM

0.29CORRIDOR

D0.29

01

W0.31

01

W0.32

01

D0.31

01

D0.32

01

W0.29

01

DEX

DEX

DEX

CPT-01

CPT-01

TIM-01

RUB-01

WT01

WT01

1A-A5.08

D0.29

02

STAIR 01

A-A8.01

10

VIN-02 VIN-02 VIN-02 VIN-02

FHR FIRE HOSE REEL

DATA DATA RACK

AREA OF CONCRETE SLAB TO BE SET-DOWN XXXXmm

MTR PROPOSED NEW ELECTRICAL METER. REFER ELECTRICAL ENGINEERS DOCUMENTATION

FE FIRE EXTINGUISHER

(X)

X= TYPE SPECIFIED. REFER TO SCHEDULE

WHERE DIMENSIONS ARE NOTED WITH NOM. THIS INDICATES THE DIMENSIONED VALUE IS NOMINAL ONLY.

NOM.

WHERE DIMENSIONS ARE NOTED WITH C.O.S. THIS INDICATES THE DIMENSIONED VALUE IS TO BE CONFIRMED ON SITE & REPORTED FOR ANY DISCREPANCIES

C.O.S

LEGEND - FLOOR PLAN

PROPOSED NEW FLOOR WASTE CONNECT TO SEWER DISCHARGE. REFER TO FIXTURES SCHEDULES FOR GRATE / BASKET TYPE

COL-XX PROPOSED NEW COLUMN. REFER STRUCTURAL ENGINEERS DOCUMENTATION

FW-XX

EX-SWBELECTRICAL SWITCHBOARD. REFER ELECTRICAL ENGINEERS DOCUMENTATION

EX. C

OL

EXISTING COLUMN TO REMAIN & PROTECT FROM DAMAGE

EXISTING WALL


EX-DP

EX-SWB

EX.MTR


EXISTING ELECTRICAL METER TO REMAIN & PROTECT FROM DAMAGE DOOR FLOOR BOX. PROVIDE SLAB SETDOWN.

REFER TO STRUCTURAL ENGINEERS DOCUMENTATION & PROJECT SPECIFICATIONFBOX

FLOOR JUNCTION BOX FOR POWER & DATA. PROVIDE SLAB SETDOWN. REFER TO STRUCTURAL ENGINEERS DOCUMENTATION & PROJECT SPECIFICATION

FB

NOTES 1. ALLOW FOR ALL MAKING GOOD AND RE-SCREEDING TO FLOOR SURFACE FOR PROPOSED FLOOR FINISHES.

2. GRADED FLOOR TO FLOOR WASTE ARE NOT SHOWN ON THIS DRAWING. REFER PROPOSED FLOOR PLAN & FITOUT PLAN FOR DETAILS OF GRADED FLOORS.

3. ISOLATION JOINTS TO BE PROVIDED BETWEEN SEPARATE CONCRETE ELEMENTS. REFER PROJECT SPECIFICATION.

4. REFER PROJECT SPECIFICATION FOR SELECTED FLOOR COVER TRIM THRESHOLD PLATE BETWEEN CHANGE IN FLOOR FINISHES

WALL WTXX


DEX

DOOR

WINDOW

DX.XX

XX

WX.XX

XX

CJ

EJ EXPANSION JOINT TO CONCRETE FOOT PATH. REFER PROJECT SPECIFICATION FOR DETAILS.

CONTROL JOINTS TO CONCRETE FOOT PATH. REFER CIVIL ENGINEERS DOCUMENTATION.

PROJECT

CLIENT

DRAWING

DO NOT SCALE



DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.





NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS



As indicated

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01/10/18


PROPOSED MEZZANINEFLOOR PLAN


IM

A-A1.04 P01

P01


1 : 50PROPOSED MEZZANINE FLOOR PLAN1

N

LEGEND - FIXTURES & JOINERYREFER TO PROJECT SCHEDULE FOR SELECTED FIXTURES TYPES.

"XX" DENOTES FIELDS WITH NUMERICAL LABELLING REFERENCED TO PROJECT SPECIFICATION / SCHEDULE FOR TYPE

JN-XX REFERS TO JOINERY UNIT. REFER TO A7 SERIES JOINERY DETAIL DRAWINGS FOR FURTHER INFORMATION

ADJ ADJUSTABLE SHELVES. REFER TO PROJECT SPECIFICATION FOR HARWARE TYPE

BCS-XX BABY CHANGE STATION. REFER TO PROJECT SCHEDULES FOR TYPE

BIN-XX PULL-OUT BIN. REFER TO PROJECT SCHEDULES FOR TYPE

BH BULKHEAD. REFER TO DETAIL

BOT-XX BOTTLE TRAP. REFER TO PROJECT SCHEDULES FOR TYPE

BWU BOILING WATER UNIT WITHIN CUPBOARD

CH-XX COAT HOOK MOUNTED AT 1250mm AFFL. REFER TO PROJECT SCHEDULES FOR TYPE

CS-XX CLEANER'S SINK. REFER TO PROJECT SCHEDULES FOR TYPE

DW-XX DISHWASHER INTEGRATED WITHIN JOINERY. REFER TO PROJECT SCHEDULES FOR TYPE

DRW PULL-OUT DRAWER. REFER TO PROJECT SPECIFICATION FOR HARDWARE TYPE

FS FIXED SHELVES. REFER TO PROJECT SPECIFICATION FOR HARDWARE TYPE

KB KICKBOARD

LK- LOCKER. REFER TO PROJECT SCHEDULES FOR TYPE

MR-XX MIRROR. REFER TO PROJECT SCHEDULES FOR TYPE

MW-XX MICROWAVE. REFER TO PROJECT SCHEDULES FOR TYPE

PTD-XX PAPER TOWEL DISPENSER. REFER TO PROJECT SCHEDULES FOR TYPE

SC-XX SHOWER CURTAIN. REFER TO PROJECT SCHEDULES FOR TYPE

SG-XX SIGNAGE. REFER TO SIGNAGE SCHEDULE AND PROJECT SPECIFICATION FOR DETAILS

SHB-XX SHOWER BASE. REFER TO PROJECT SCHEDULES FOR TYPE

SH-XX SHOWERHEAD. REFER TO PROJECT SCHEDULES FOR TYPE

SHS-XX SHOWER SCREEN. REFER TO PROJECT SCHEDULES FOR TYPE

TR-XX TOWEL RAIL. REFER TO PROJECT SCHEDULES FOR TYPE

UR-XX URINAL. REFER TO PROJECT SCHEDULES FOR TYPE

WC-XX WATER CLOSET. REFER TO PROJECT SCHEDULES FOR TYPE

LM-XX LAMINATE FINISH. REFER TO PROJECT SCHEDULES FOR TYPE

SNK-XX SINK UNIT. REFER TO PROJECT SCHEDULES FOR TYPE

TP-XX TAPWARE. REFER TO PROJECT SCHEDULES FOR TYPE

VB-XX VANITY BASIN. REFER TO PROJECT SCHEDULES FOR TYPE

HB-XX HANDBASIN. REFER TO PROJECT SCHEDULES FOR TYPE

SK-XX SKIRTING TYPE. REFER TO SKIRTING DETAILS AND PROJECT SCHEDULES FOR FURTHER INFORMATION

GH-XX GROMMET HOLE. REFER TO PROJECT SCHEDULES FOR TYPE

GR-XX GRAB RAILS. REFER TO PROJECT SCHEDULES FOR TYPE

A/P ACCESS PANEL. REFER TO PROJECT SPECIFICATION FOR HARDWARE TYPE

TFB-XX TOILET FLUSH BUTTONS. REFER TO PROJECT SCHEDULES FOR TYPE

FDS-XX FOLD DOWN SEAT. REFER TO PROJECT SCHEDULES FOR TYPE

HD-XX AIR HAND DRYER. REFER TO PROJECT SCHEDULES FOR TYPE

PA-XX TOILET / SHOWER PARTITIONS. REFER TO PROJECT SCHEDULES FOR TYPE

JN-XX JOINERY UNIT. REFER TO A7 SERIES JOINERY DETAIL DRAWINGS FOR FURTHER INFORMATION

A-A5.015

A-A5.019

8

7

UR-01 UR-01

WC-01

WC-02

WC-02

GR-01GR-01

GR-01

GR-01

0.09FEMALE TOILET

0.10MALE TOILET

TP-01

TP-01

280

270

2

3

4

6HB-01

HB-01

HD-01

HD-01

WV-01 WV-01

PF-01

TP-01

WC-02

GR-01

800

2040

930

HB-01

BT-01

JN-01

HD-01

COV-01 0 L0 FFL

2.6 L0 FCL

PF-01

PS-01

2040

WV-01PS-01

GR-01

COV-01

PF-01

TP-01

WT-01

PF-01

280

300

WV-01

D0.09

01

JN-01

HB-01

BT-01

COV-01 0 L0 FFL

2.6 L0 FCL

2040

TP-01

PF-01

WV-01PS-01

930

JN-01

HB-01

BT-01

COV-01

TP-01

UR-01

2600

300

WT-01

PF-01

WV-01

560

810

930

HB-01

BT-01

JN-01

HD-01

COV-01

WV-01

PF-01

WT-01

920404 900 404

UR-01UR-01 WC-02

GR-01 GR-01

COV-01 0 L0 FFL

2.6 L0 FCL

UR-01

2040

PF-01

PS-01

WV-01

D0.10

01

PROJECT

CLIENT

DRAWING

DO NOT SCALE



DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.





NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS



As indicated

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INTERNAL ELEVATIONS 01


IM

A-A5.01 P01

1 : 50DETAIL FLOOR PLAN A1

1 : 200.09 FEMALE TOILET A2

1 : 200.09 FEMALE TOILET B3

1 : 200.09 FEMALE TOILET C4

1 : 200.09 FEMALE TOILET D5 1 : 20

0.10 MALE TOILET A6

1 : 200.10 MALE TOILET B7

1 : 200.10 MALE TOILET C8

1 : 200.10 MALE TOILET D9

P01


A-A5.02

4

2

35

WC-02

GR-01GR-01

TP-01


445

270

SH-01SH-01

SHF-01 SHF-01

HD-01

D0.11

01


1787

TP-01

WT-01

PF-01

WV-01

BT-01

JN-01

HD-01

MR-02

COV-01

BS-01

PF-01

WV-01

TP-01

D0.11

01

WV-01

SH-01

SHF-01

JN-01

BT-01

COV-01

HB-02

BS-01

0 L0 FFL

2.6 L0 FCL

1220

WC-02

GR-01GR-01

SH-01SH-01

COV-01

0 L0 FFL

2.6 L0 FCL

2040

560

WV-01PS-01

PF-01PF-01

HD-01

COV-01

A-A5.02

90.23DDA UNISEX TOILET

8

7

10

WC-03

GR-02

HD-01

BC-01

GR-02 TRH-01

D0.23

01

TP-02

HB-01

FW-01

EXTERNAL

WC-03

GR-02

HD-01

TRH-01

WV-01

PF-01

TP-02

COV-01

BC-01

HD-01

WV-01

PF-01

425

TP-02

830

HB-01

01

COV-01

2600

D0.23

01

BC-01

WV-01

PF-01

WV-01

COV-01 0 L0 FFL

2.6 L0 FCL

GR-02

TRH-01WC-03

GR-02

WV-01

PF-01

COV-01















KB KICKBOARD



























PROJECT

CLIENT

DRAWING

DO NOT SCALE



DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.





NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS



As indicated

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12/21/17




IM

A-A5.02 P01

1 : 50DETAIL FLOOR PLAN B1

1 : 200.11 AMBULANT TOILET AND SHOWERS A2

1 : 200.11 AMBULANT TOILET AND SHOWERS B3

1 : 200.11 AMBULANT TOILET AND SHOWERS C4

1 : 200.11 AMBULANT TOILET AND SHOWERS D5

1 : 50DETAIL FLOOR PLAN C6

1 : 200.23 DDA UNISEX TOILET A7

1 : 200.23 DDA UNISEX TOILET B8

1 : 200.23 DDA UNISEX TOILET C9

1 : 200.23 DDA UNISEX TOILET D10

P01


A-A5.03

8

A-A5.035

9 7

6

3

4

WC-02 GR-01

920

921

921

D0.15

01

SH-01

SH-01

FW-0

2FW

-02

SHF-01 2

0.17DDA SHOWER AND TOILET


SHF-01

HD-01

FW-01



D0.17

01

JN-02HB-01

HD-01

TP-02

CH-01FDS-01

SH-02

SD-01

TP-03

GR-02

WC-03

TRH-01

SH-01

HD-01

COV-01 0 L0 FFL

2.6 L0 FCL

D0.15

01

JN-02

BT-01

HD-01

HB-02

TP-01

MR-02

BS-02

PT-01

WV-01

COV-01

JN-02

BT-01

SHF-01

SH-01

BS-02

HB-02

TP-01

COV-01 0 L0 FFL

2.6 L0 FCL

CH-01

FDS-01

GR-03

SH-02

SD-01TP-03

COV-01

560

2040

HB-01

TP-02

JN-02

BT-01

HD-01D0.17

01

PT-01

WV-01

COV-01

PT-01

WV-01

HD-01

JN-02

TP-02

HB-01

BT-01

WC-03

TRH-01

GR-02

COV-01 0 L0 FFL

2.6 L0 FCL

CH-01

TP-03

WC-03

GR-02

TRH-01

GR-03

SD-01

SH-02

FDS-01

COV-01















KB KICKBOARD



























PROJECT

CLIENT

DRAWING

DO NOT SCALE



DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.





NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS



As indicated

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IM

A-A5.03 P01

1 : 50PLAN DETAIL D1

1 : 200.15 AMBULANT TOILET AND SHOWERS A2

1 : 200.15 AMBULANT TOILET AND SHOWERS B3

1 : 200.15 AMBULANT TOILET AND SHOWERS C4

1 : 200.15 AMBULANT TOILET AND SHOWERS D5

1 : 200.17 DDA SHOWER AND TOILET A6

1 : 200.17 DDA SHOWERS AND TOILET B7

1 : 200.17 DDA SHOWER AND TOILET C8

1 : 200.17 DDA SHOWER AND TOILET D9

A-A5.06 3

4

5

S/S MOBILE ISLAND BENCH

OVERHEAD GP0

CM-01

ST-01DF-01

HB-02

BS-02

GR-01

BWU-01

SK-01

SK-02

SK-02

D0.25

02D0.27

01

D0.26

02

D0.26

01

D0.25

01

PWM-01

CRG-01

BNM-01

SND-01

TST-01SPW-01

DW-01

MW-01CMO-01

EFP-01

0.27EXISTING COOL ROOM

0.25KITCHEN

0.26CANTEEN

HWU-01

2

DT-08

DT-08

0.28STORE

0.01CLUB ROOM

CM-01

TST-01

SK-02

BWU-01

D0.26

02

SPW-01

BS-02

SK-01

SP-01

PF-01

0 L0 FFL

2.6 L0 FCL

RGH-01

ST-01

GR-01

BS-02

SK-01

DW-01

HWU-01

SPW-01

BWU-01

TST-01

SND-01

SK-02

DT-08DT-08

270

SK-01

SP-01SP-01

PF-01 PF-01

0 L0 FFL

2.6 L0 FCL

GR-01

ST-01

DF-01

BS-02BS-02

RGH-01

WT01

MW-01

CMO-01

SK-01

SP-01

PF-01 PF-01

0 L0 FFL

2.6 L0 FCL

D0.25

02

D0.25

01

RGH-01

DF-01

ST-01

HB-02

CM-01

BNM-01

CRG-01

PWM-01

SK-02

EFP-01BS-02 BS-02

D0.26

01 D0.26

02

SK-01

SP-01SP-01

PF-01 PF-01















KB KICKBOARD



























PROJECT

CLIENT

DRAWING

DO NOT SCALE



DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.





NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS



As indicated

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IM

A-A5.06 P01

P01


1 : 50DETAIL FLOOR PLAN H1

1 : 20KITCHEN/CANTEEN A2

1 : 20KITCHEN/CANTEEN C3

1 : 20KITCHEN/CANTEEN B4

1 : 20KITCHEN/CANTEEN D5

D0.31

01

W0.31

01

JN-04

A-A5.08

3

2

0.29CORRIDOR

JN-07

0.31BOARDROOM

BOARDROOM FURNITURE NIC

2.9 L1 FFL

5.9 L1 FCL

BH.

PF-01

LAM-02

2.9 L1 FFL

5.9 L1 FCL

SK-01

PF-01

PIN-01JN-04 BS-02PROJECT

CLIENT

DRAWING

DO NOT SCALE



DATEREV

DRAWING No.

DATE

SCALE @ A1

AUTHOR

PROJECT No.





NOTE IMPORTANT

DESCRIPTION AUTHOR

REVISION

D1 STATUS



As indicated

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Author

A-A5.08 P01

P01


1 : 25DETAIL FLOOR PLAN L1

1 : 200.31 BOARDROOM A2

1 : 200.31 BOARDROOM B3

Documents

FOOTSCRAY HOCKEY CENTRE REFURBISHMENT€¦ · demolition works. 'supergro' or equivalent erosion control fabric to be placed over garden beds to prevent surface erosion during revegetation