PD3 by wdr_pf

PO R T R_ _ F WE OL YB IO_ UR D Y_ OC 20 _ 3 14 _1

DRAWING LIST SHEET No:

V0000 V0001 V0101 V0102 V0201 V0202 V0300 V0301 V0302 V0310 V0401 V0402 V0501 V0502 V0503 V0601 V0602 V0650 V0651 V0652 V0653 V0700 V0701 V0702 V0703 V0704 V0710 V0711 V0712 V0713 V0720 V0721 V0722 V0723 V0724 V0725 V0726 V0727 V0740 V0741 V0742 V0750 V0751 V0752 V0753 V0754 V0755 V0756 V0757 V0758 V0760 V0761 V0762 V0763 V0764 V0765 V0766 V0767 V0768 V0769 V0770 V0800 V0803 V0804 V0805 V0806 V0807 V1201

SHEET NAME

COVER SHEET SITE PLAN LEVEL 01 GENERAL ARRANGEMENT PLAN LEVEL 02 GENERAL ARRANGEMENT PLAN LEVEL 01 REFLECTED CEILING PLAN LEVEL 02 REFLECTED CEILING PLAN PARTITION SCHEDULE AND CONSTRUCTION NOTES LEVEL 01 - PARTITION PLAN LEVEL 02 - PARTITION PLAN PARTITION PART PLANS LEVEL 01 - FINISHES PLAN LEVEL 02 - FINISHES PLAN MEETING ROOM & ENTRANCE WRAP PLANS AND DETAILS ENTRANCE WRAP PLANS AND ELEVATIONS ENTRANCE WRAP DETAILS SECTIONS SECTIONS INTERIOR ELEVATIONS - SCREENS INTERIOR ELEVATIONS - M & B CORRIDOR INTERIOR ELEVATIONS - RELAX ZONE INTERIOR ELEVATIONS STAIR 01 DETAILS STAIR 01 AND TYPICAL BALUSTRADE DETAILS STAIR 02 DETAILS STAIR 03 DETAILS WET AREA STAIRS, CORRIDOR STAIRS AND RAMP DETAILS CONSTRUCTION DETAILS - POOL AREA CONSTRUCTION DETAILS - POOL AREA CONSTRUCTION DETAILS - POOL AREA CONSTRUCTION DETAILS TYPICAL PARTITION TYPE DETAILS TYPICAL PARTITION TYPE DETAILS - PART 2 TYPICAL PARTITION TYPE DETAILS - PART 3 END WALL AND GLAZING MULLION TYPICAL PARTITION TYPE DETAILS - PART 4 TYPICAL PARTITION TYPE DETAILS - PART 5 DOOR DETAILS END WALL AND GLAZING DETAILS - PART 2 TYPICAL CEILING DETAILS - PART 1 TYPICAL CEILING DETAILS - PART 2 FLOOR FINISH DETAILS RINSE SHOWER, CLEANERS ROOM & WC DETAILS TYPICAL WET AREA DETAILS - SHOWER UNISEX ACCESSIBLE TOILET AND SHOWER WET AREA DETAILS - TOILET CUBICLES & URINALS WET VANITY DETAILS - PART 1 WET VANITY DETAILS - PART 2 WET VANITY DETAILS - PART 3 DRY VANITY DETAILS - PART 1 DRY VANITY DETAILS - PART 2 RECEPTION DESK DETAILS CAFE COUNTER DETAILS INTERNET COUNTER DETAILS CAFE AND LOUNGE BANQUETTE DETAILS KITCHENETTE AND CLIMBING WALL DETAILS M&B CORRIDOR SEAT BENCH DETAILS MIND & BODY STORAGE JOINERY DETAILS PT & SERVICE DESK DETAILS MILLING AREA SEATING PT BENCH & OFFICE UTILITY JOINERY DETAILS MEETING ROOM & LOUNGE DETAILS PLATFORM DETAILS SALES BENCH JOINERY DETAILS TYPICAL MIRROR DETAILS - PART 1 TYPICAL MIRROR DETAILS - PART 2 POOL COLUMN PLINTH & RECESSED TV DETAILS DRAWING REGISTER ARCHITECTURAL SPECIFICATION

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

VIRGIN ACTIVE HEALTH CLUB - 567 COLLINS STREET MELBOURNE

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

COVER SHEET

V1479-DW-AR-V0000

Scale @ A1. Half Scale @ A3

Drawing Size

Dimensioned Drawings to take precedence over scaling. Contractor to verify all dimensions on site before construction. All inconsistencies to be reported to the Architect immediately. This drawing and its contents remain the copyright of WMK Architecture Pty Ltd ©

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

COLLINS STREET

567 COLLINS STREET

555 COLLINS STREET EXISTING MULTI STOREY BUILDING UP

2 ____ ____ V0502

UP UP DN

ACCESSIBLE ACCESS TO HEALTH CLUB VIA EXISTING LIFT

ACCESS TO HEALTH CLUB VIA EXISTING ESCALATOR

589 COLLINS STREET TRANSPORT HOUSE EXISTING MULTI STOREY BUILDING

ACCESS LANE

EASEMENT

EXISTING MULTI STOREY BUILDING CARPARK

43-61 KING STREET EXISTING MULTI STOREY BUILDING

FLINDERS LANE

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

SITE PLAN

V1479-DW-AR-V0001

Scale @ A1. Half Scale @ A3

Drawing Size

1 : 250

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

8400

GENERAL NOTES THE AREAS PROVIDED ARE APPROXIMATE ONLY BASED ON THE EXISTING CONDITIONS INFORMATION PROVIDED TO US AND OUR DEVELOPED DESIGNS ARE TO BE CONFIRMED BY A LICENCE SURVEYOR.

8400

RED DASHED LINE DENOTES EXTENT OF ADDITIONAL BACK PAN REQUIRED TO FACADE

1030

FLOOR JOINT REFER POOL CONSULTANT AND STRUCTURAL ENGINEER

ALL DRAWINGS TO BE READ IN CONJUNCTION WITH MANUFACTURERS SPECIFICATIONS AND DETAILS

3 ____ ____

____ ____ E

____ ____ D

V0310

V0602

4915

2 ____ ____

FLOOR JOINT REFER POOL CONSULTANT AND STRUCTURAL ENGINEER

V0711

1 ____ ____

FLOOR FINISH DATUM LEVEL

F ____ ____

V0700

ALL FLOOR LEVELS ARE CALCULATED FROM RECEPTION FFL DATUM OF FFL 15.035 FOR LEVEL 1 AND FFL 20.000 FOR LEVEL 2 AS EITHER FFL (+) Xmm FOR ABOVE OR FFL (-) Xmm FOR BELOW.

V0602

1 ____ ____

LINE OF STRUCTURAL BEAM BELOW

FLOOR JOINT REFER POOL CONSULTANT AND STRUCTURAL ENGINEER

FLOOR DRAIN

V0763

FURNITURE NOTES THIS DRAWING TO BE READ IN CONJUNCTION WITH JOINERY DETAILS, SCHEDULES AND SPECIFICATIONS.

4 ____ ____

V0711

2c 2d

PLNT

C12

PLNT

1030 1030

ICE FALL

T3 C12

C12

3 ____ ____

____ ____ 1

SAUNA BY OTHERS

7 ____ ____

C10

SPA UP

C10

WORKSTATIONS TO COMPLY WITH AS/NZS 4443:1997.

FURNITURE TO BE ORDERED BY _______. HEAD CONTRACTOR TO ALLOW TO CO-ORDINATE DELIVERIES AND INSTALLATION.

V0762

V0806

C10

ALL FURNITURE AND WORKSTATION LOCATIONS TO BE SET OUT ON SITE FOR SUPERINTENDENT'S REVIEW PRIOR TO INSTALLATION.

V0713

1030

ALL DIMENSIONS TO BE VERIFIED ON SITE PRIOR TO FABRICATION OR ORDERING OF FURNITURE, WHITEGOODS, EQUIPMENT AND JOINERY.

EXP. SHW.

CAFE C6 C6 LOUNGE T7 C6

JOINERY LEGEND

FULL-HEIGHT / WALL MOUNTED JOINERY ITEM. REFER TO DETAIL DRAWINGS.

25000

STEAM BY OTHERS

PLATFORM CLEAR ZONE

PLANT ROOM LF1

V0703

CAFE

6 ____ ____

V0762

ELEC.

V0653

V0650

RAMP 1:20

RISER 2 ____ ____

RAMP 1:20

V0806 70" TV

V0752

DRAWING PROVIDED SHOWS DESIGN, SCOPE AND INTENT OF WORKS.

WS7

ADMIN. OFFICE C1

V0651

STAIR 02

650 2300

V0601

BRANDING WALL SALES STAFF X3

WS6

____ ____ B

1 ____ ____

+450

V0651

13200

1 ____ ____ V0756

CLIMB ZONE CLIMBING WALL BY OTHERS

4 ____ ____

1 ____ ____

LOCKERS BY OTHERS

1250

1 ____ ____

RAMP 1:20

V0764

V0750

ASSESS. RM 2

CLEANERS ROOM

WS14

WS12

C11 C11

COMS RISER 1800X600

SALES STAFF X2 C1 C1

C4 T1

SALES STAFF X2

C13

ALL ITEMS AS SHOWN ON THIS DRAWING ARE TO BE SUPPLIED BY WORKSTATION SUPPLIER UNLESS OTHERWISE SPECIFIED.

C8 T5

ALL WORKSTATIONS TO BE SOFT WIRED UNLESS OTHERWISE NOTED.

2 ____ ____ V0763

MP MP

C13

C4 TV

V0770

C13

V0501

LOCKABLE ADMIN

S2 WS13

1 ____ ____

LOUNGE

C4 C4

WORKSTATION MANUFACTURER IS TO INSPECT THE SITE SO THEY ARE FULLY AWARE OF EXISTING CONDITIONS INCLUDING CEILING CONDITIONS.

5 ____ ____

WORKSTATION MANUFACTURER IS TO PROVIDE SAMPLES OF ALL COMPONENTRY, INCLUDING LOCKS, FINISHES AND HANDLES.

____ ____ B

V0650

WORKSTATION MANUFACTURER IS TO ALLOW FOR ALL PUNCHOUTS REQUIRED FOR POWER AND DATA OUTLETS.

V0601 DOUBLE GLAZING

WORKSTATION MANUFACTURER TO ALLOW FOR ALL CONNECTORS AND ASSOCIATED COMPONENTRY TO CABLE FEED FROM SKIRTING, OR POWER BLADE WHERE INDICATED, INCLUDING STARTER SOCKET MOUNTED IN CEILING OR SKIRTING.

STORE

FOR EXTENT OF GLASS BAFFLE BELOW REFER SHEET V0502

WS10 MP MP WS11

FIXTURES AND FITTINGS TOTEM SIGNAGE IS BY SIGNAGE CONTRACTOR.

FOR WATER FOUNTAIN SPECIFICATION, REFER TO HYDRAULIC ENGINEER'S FFE SCHEDULE. FREESTANDING FOUNTAIN CODE: HS06. RECESSED FOUNTAIN CODE: HS07.

GUNNEBO ELECTRONIC GATE

1 ____ ____ 1 ____ ____ V0765

1 ____ ____

WS9 MP

C1 MEETING

C11

FHR

FEMALE CHANGE

WS8 MP

1 ____ ____

C11

POOL PLANT

V0758

____ ____ 3

WS5

V0702

C13

ALL MATERIALS, LININGS, SURFACE FINISHES FITTINGS AND FIXTURES MUST COMPLY WITH SPECIFICATION C1-10 OF THE BUILDING CODE OF AUSTRALIA 'EARLY FIRE HAZARD INDICES'.

FL1

7 ____ ____

FL1

STORE

SALES WALL

2 ____ ____

WS15

CLUB MANAGER

SALES STAFF X2

1500 2300

UTILITY

RAMP 1:20

V0751

480

5X CHROME HOOKS EQUALLY SPACED ALONG EXTENT OF WALL AT 1800mm AFL TYPE: BARBEN INDUSTRIES'S PURE ROBE HOOK P-105.

C8 SALES STORE

1 ____ ____

WORKSTATION MANUFACTURER IS TO PROVIDE ALL MATERIALS, LABOUR, ACCESSORIES AND COMPONENTRY NECESSARY TO COMPLETE THE WORKS TO THE SPECIFIED PERFORMANCE AND DESIGN INTENT. NO VARIATIONS WILL BE CONSIDERED FOR THE PROJECT UNLESS IT IS A CLEAR CHANGE TO THE INTENT AND SCOPE OF THE WORKS INITIATED IN WRITING BY THE SUPERINTENDENT.

ELEC. RISER

EDB

FHR

V0752

ARRIVAL LIFT

INTERNAL LIFT

V0800

EDB

V0755

V0806

8 ____ ____ C

1 ____ ____

ALL SPECIFIED ITEMS AND/OR ELEMENTS ARE TO BE SUPPLIED AND INSTALLED STRICTLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS.

C8 UNISEX ACC SHW/WC

ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE PROVISIONS OF THE CODE OF THE BUILDING CODE OF AUSTRALIA (BCA) AND THE AUSTRALIAN STANDARDS INCLUDING AS/NZS 4443:1997.

V0761

3 ____ ____

1 ____ ____

V0653 T5

5 ____ ____

ALL WORKSTATION LOCATIONS TO BE SET OUT ON SITE FOR SUPERINTENDENT'S REVIEW PRIOR TO INSTALLATION.

4 ____ ____

HANDRAIL

SPIN DRYER REINFORCING REQUIRED IN WALL FOR MOUNTING.

ALL DIMENSIONS TO BE VERIFIED ON SITE PRIOR TO FABRICATION.

FFL 15.035

UNISEX ACCESSIBLE LOCKERS BY OTHER

V0713

2 ____ ____

THIS DRAWING TO BE READ IN CONJUNCTION WITH FURNITURE SCHEDULE FOR WORKSTATION SPECIFICATIONS

RECEPTION

2250

____ ____ 6

PROVIDE SHOP DRAWINGS FOR WORKSTATIONS FOR SUPERINTENDENT'S REVIEW PRIOR TO FABRICATION.

____ ____ A

SALES

UP RED DASHED LINE DENOTES EXTENT OF ADDITIONAL BACK PAN REQUIRED TO FACADE

V0601

MEETING ROOM

V0704

WORKSTATION NOTES

V0803

1 ____ ____

HS:06 FREESTANDING WATER FOUNTAIN BY OTHERS

V0760

INTERNET HUB

11650

V0652

1 ____ ____

7600

RINSE SHW.

UNISEX WC

C6 T7

STAIR VOID OVERHEAD 8470

V0601

1 ____ ____

C10

1 ____ ____

POOL BLANKET UNDER

____ ____ A

1 ____ ____

STAIR 01

25m LAP POOL

TOTEM BY V0650 OTHERS

6 ____ ____

HS:07 WATER FOUNTAIN BY OTHERS TOTEM BY OTHERS

V0754

5 ____ ____

LOCKERS BY OTHERS

1 ____ ____

V0758

9965

10mm GLASS MIN.

V0765

V0704

5 ____ ____

HS:07 WATER FOUNTAIN BY OTHERS

6 ____ ____

COLD TOWEL FRIDGE

1 ____ ____

V0753

M&B STUDIO 01

V0650

POWER PLATE

PILATES STUDIO [20 BED]

PROGRESSION

MECH PLANT C

3 ____ ____

C ____ ____ V0601

1 ____ ____

7 ____ ____

V0804

C ____ ____

V0766

V0601

V0713

7 ____ ____ V0758

____ ____ E

____ ____ D

____ ____ F

V0602

V0602 THE AREAS PROVIDED ARE APPROXIMATE ONLY BASED ON THE EXISTING CONDITIONS INFORMATION PROVIDED TO US AND OUR DEVELOPED DESIGNS ARE TO BE CONFIRMED BY A LICENCE SURVEYOR. ALL DRAWINGS TO BE READ IN CONJUNCTION WITH MANUFACTURERS SPECIFICATIONS AND DETAILS

wmkarchitecture.com ABN 85 164 151 491

Issue A B C

Description TENDER DOCUMENTATION ISSUE UPDATED PLAN CONSTRUCTION DOCUMENTATION ISSUE

Date 11|02|2014 11|03|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

LEVEL 01 GENERAL ARRANGEMENT PLAN

V1479-DW-AR-V0101

Scale @ A1. Half Scale @ A3

Drawing Size

1 :1 0 0

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

1d 1e

8400

GENERAL NOTES

8400

THE AREAS PROVIDED ARE APPROXIMATE ONLY BASED ON THE EXISTING CONDITIONS INFORMATION PROVIDED TO US AND OUR DEVELOPED DESIGNS ARE TO BE CONFIRMED BY A LICENCE SURVEYOR. ALL DRAWINGS TO BE READ IN CONJUNCTION WITH MANUFACTURERS SPECIFICATIONS AND DETAILS

1030

8400

FLOOR FINISH DATUM LEVEL

1030

8400

1030

8400

ALL FLOOR LEVELS ARE CALCULATED FROM RECEPTION FFL DATUM OF FFL 15.035 FOR LEVEL 1 AND FFL 20.000 FOR LEVEL 2 AS EITHER FFL (+) Xmm FOR ABOVE OR FFL (-) Xmm FOR BELOW.

E ____ ____

F ____ ____

D ____ ____

V0602

FURNITURE NOTES

V0602

4915

THIS DRAWING TO BE READ IN CONJUNCTION WITH JOINERY DETAILS, SCHEDULES AND SPECIFICATIONS. ALL DIMENSIONS TO BE VERIFIED ON SITE PRIOR TO FABRICATION OR ORDERING OF FURNITURE, WHITEGOODS, EQUIPMENT AND JOINERY. ALL FURNITURE AND WORKSTATION LOCATIONS TO BE SET OUT ON SITE FOR SUPERINTENDENT'S REVIEW PRIOR TO INSTALLATION.

BLACK OUT BLIND TO FACADE

2c 2d

FURNITURE TO BE ORDERED BY _______. HEAD CONTRACTOR TO ALLOW TO CO-ORDINATE DELIVERIES AND INSTALLATION.

1030

V0713

CARDIO

1030

WORKSTATIONS TO COMPLY WITH AS/NZS 4443:1997.

8 ____ ____

CARDIO

JOINERY LEGEND FULL-HEIGHT / WALL MOUNTED JOINERY ITEM. REFER TO DETAIL DRAWINGS.

1030

WORKSTATION NOTES

CYCLE STUDIO

TOTEM BY OTHERS

STRETCH

V0800

2 ____ ____ 2 ____ ____

A ____ ____

V0700

FUNCTIONAL TRAINING ZONE

1 ____ ____

V0800

V0601

PROVIDE SHOP DRAWINGS FOR WORKSTATIONS FOR SUPERINTENDENT'S REVIEW PRIOR TO FABRICATION.

4 ____ ____

V0767

CARDIO

THIS DRAWING TO BE READ IN CONJUNCTION WITH FURNITURE SCHEDULE FOR WORKSTATION SPECIFICATIONS

GROUP EXERCISE

ALL DIMENSIONS TO BE VERIFIED ON SITE PRIOR TO FABRICATION.

A ____ ____

STAIR VOID

ALL WORKSTATION LOCATIONS TO BE SET OUT ON SITE FOR SUPERINTENDENT'S REVIEW PRIOR TO INSTALLATION.

V0601

SEAT

CONTROLS & STORE

ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE PROVISIONS OF THE CODE OF THE BUILDING CODE OF AUSTRALIA (BCA) AND THE AUSTRALIAN STANDARDS INCLUDING AS/NZS 4443:1997.

1 ____ ____

PT MONITOR/SCREEN

V0768 C2

2 ____ ____

V0805

SERVICE DESK

V0703

DRAWING PROVIDED SHOWS DESIGN, SCOPE AND INTENT OF WORKS. HS:07 WATER FOUNTAIN BY OTHERS

TOTEM BY OTHERS

1 ____ ____ STORE

7 ____ ____ V0704

ALL SPECIFIED ITEMS AND/OR ELEMENTS ARE TO BE SUPPLIED AND INSTALLED STRICTLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS.

1 ____ ____

V0768

PT BENCH

11650

HS:07 WATER FOUNTAIN BY OTHERS

STORE

V0750

ALL MATERIALS, LININGS, SURFACE FINISHES FITTINGS AND FIXTURES MUST COMPLY WITH SPECIFICATION C1-10 OF THE BUILDING CODE OF AUSTRALIA 'EARLY FIRE HAZARD INDICES'.

CLUB INFORMATION ZONE

V0769

8 ____ ____

ALL ITEMS AS SHOWN ON THIS DRAWING ARE TO BE SUPPLIED BY WORKSTATION SUPPLIER UNLESS OTHERWISE SPECIFIED.

EDB

HOOKS TO WALL

C3 C3 C3

13200

1 ____ ____

7 ____ ____

V0754

____ ____ 1

4 ____ ____

V0704

C1 S2

V0702

LOCKERS BY OTHERS

WS2

CLIMBING WALL BY OTHERS

CLIMBING VOID

MALE CHANGE

S2 WS3

COMS. RISER

LK1 LK1 LK1 LK1 LK1 LK1 DN

LK1 LK1 LK1 LK1 UP

STAFF ROOM C11

C11 T6

C11

V0764

LK1

V0601 STORE

GROUP EXERCISE

CONTROL ROOM

C11 C11 NOTICE BRD

WORKSTATION MANUFACTURER TO ALLOW FOR ALL CONNECTORS AND ASSOCIATED COMPONENTRY TO CABLE FEED FROM SKIRTING, OR POWER BLADE WHERE INDICATED, INCLUDING STARTER SOCKET MOUNTED IN CEILING OR SKIRTING.

____ ____ B

+100

C11 T6

WORKSTATION MANUFACTURER IS TO ALLOW FOR ALL PUNCHOUTS REQUIRED FOR POWER AND DATA OUTLETS.

5 ____ ____

FIXTURES AND FITTINGS

FF19

TOTEM SIGNAGE IS BY SIGNAGE CONTRACTOR.

3 ____ ____

LK1 LK1

FOR WATER FOUNTAIN SPECIFICATION, REFER TO HYDRAULIC ENGINEER'S FFE SCHEDULE. FREESTANDING FOUNTAIN CODE: HS06. RECESSED FOUNTAIN CODE: HS07.

V0800

LK1 LK1

LK1

LK1 COMMS

ACCESSIBLE LIFT

OPS x4

V0750

WORKSTATION MANUFACTURER IS TO PROVIDE SAMPLES OF ALL COMPONENTRY, INCLUDING LOCKS, FINISHES AND HANDLES.

EDB

V0755

LOCKERS BY OTHERS

4 ____ ____

LK1

ASSESSMENT ROOM 1

WS4

1 ____ ____

WORKSTATION MANUFACTURER IS TO INSPECT THE SITE SO THEY ARE FULLY AWARE OF EXISTING CONDITIONS INCLUDING CEILING CONDITIONS.

TOTEM BY OTHERS

CLEANERS ROOM

WS1

V0769

2 ____ ____

V0713

C -50

____ ____ B V0601

ALL WORKSTATIONS TO BE SOFT WIRED UNLESS OTHERWISE NOTED.

V0768

MAINTENANCE OFFICE

STAFF KITCHEN

SMOKE DAMPER

2 ____ ____

STAFF LOCKERS

FUNCTIONAL TRAINING

V0754

PT STANDING BENCH

1 ____ ____

SPIN DRYER REINFORCING REQUIRED IN WALL FOR MOUNTING.

HS:07 WATER FOUNTAIN BY OTHERS

HS:06 FREESTANDING WATER FOUNTAIN BY OTHERS

6 ____ ____ V0754

2 ____ ____

1 ____ ____

2 ____ ____

V0757

V0753

V0768

9965

TOTEM BY OTHERS

TRAINING STRENGTH BOXING STUDIO

1 ____ ____ C

V0653

V0601

SELF SUPPORTING FREESTANDING MIRROR PANEL [INDEPENDENT OF PERIMETER GLAZING]

5 ____ ____

1 ____ ____ V0804

7200

V0757

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

D ____ ____

V0602

Issue A B C

Description TENDER DOCUMENTATION ISSUE UPDATED PLAN CONSTRUCTION DOCUMENTATION ISSUE

Issue

Description

V0601

V0713

MIRROR

11|02|2014 11|03|2014 11|04|2014

7 ____ ____

7200

MIRROR

Date

____ ____ C

SELF SUPPORTING FREESTANDING MIRROR PANEL [INDEPENDENT OF PERIMETER GLAZING]

7200

MIRROR

E ____ ____

SELF SUPPORTING FREESTANDING MIRROR PANEL [INDEPENDENT OF PERIMETER GLAZING]

Date

Client

VIRGIN ACTIVE AUSTRALIA

PROVIDE NEW ACCESS FLOORING TO CONTROL ROOM EQUAL OR SIMILAR TO TASMAN FLOORING. RAISED FLOOR LEVEL TO BE 150mm ABOVE SLAB LEVEL

THE AREAS PROVIDED ARE APPROXIMATE ONLY BASED ON THE EXISTING CONDITIONS INFORMATION PROVIDED TO US AND OUR DEVELOPED DESIGNS ARE TO BE CONFIRMED BY A LICENCE SURVEYOR.

F ____ ____ V0602

ALL DRAWINGS TO BE READ IN CONJUNCTION WITH MANUFACTURERS SPECIFICATIONS AND DETAILS

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

LEVEL 02 GENERAL ARRANGEMENT PLAN

V1479-DW-AR-V0102

Scale @ A1. Half Scale @ A3

Drawing Size

1 :1 0 0

____ ____ C

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

REFLECTED CEILING LEGEND

FINISHED CEILING LEVEL ABOVE FINISHED FLOOR LEVEL.

CL+ 00.000

CEILING FINISH - REFER TO FINISHES SCHEDULE FOR DETAILS.

CFXX

____ ____ 18

HEAD WALL AT 2000mm ABOVE FLOOR LEVEL 815

V0741

4870

____ ____ 8

SIM

E ____ ____

NEW ACOUSTIC CEILING GRID AND TILES.

CF1

NEW PLASTERBOARD CEILING.

CF3

FEATURE TILE CEILING - COLOUR 1. REFER TO RCP FOR QUANTITY OF TILES TO BE PRINTED.

F ____ ____

D ____ ____

V0602

V0740

CF2

V0602

FEATURE CEILING - LIGHTING PANEL. REFER TO LIGHTING CONSULTANTS DOCUMENTATION FOR SPECIFICATIONS.

ACCESS PANEL FOR ICE FALL

CF10

CL + 3.615

A/P CL + 3.915 CF1

CF1

650

CF10

3 ____ ____ V0712

FEATURE PENDANT LIGHTS - REFER TO LIGHTING CONSULTANTS DOCUMENTATION FOR SPECIFICATIONS.

N 1615

A/P

1885

1225

A/P

CL + 4.425

WT13

V0740

A/P

1200

CEILING PAINT FINISH SCOPE OF WORKS

1920 RISER ABOVE CEILING

CL + 3.915

A/P

CF10 CF10

5 ____ ____

A/P

CF8

CL + 3.615

CL + 3.950

CF5

CF8

CF12

CL + 3.615

V0740

2135

DASHED LINE INDICATES EXTENT OF GLASS BAFFLE

FULL HEIGHT GLASS

CL + 3.215 1160

CF1 VOID LINED WITH IMPERVIOUS MATERIAL

A/P

CL + 3.615 CF1

5 ____ ____

3100

1510

CF1

3150

+ 2.800 CL

____ ____ 15 V0740

195

CL + 3.915

4925

CL + 3.950

LIGHTING SETOUT, LINEAR SLOTS, AIRCON DIFFUSERS, SPRINKLER AND THERMOSTAT LOCATIONS ETC TO BE MARKED ON SITE PRIOR TO INSTALLATION FOR REVIEW BY SUPERINTENDENT.

V0805

A/P

CF1

RISER ABOVE CEILING

REFLECTED CEILING PLAN NOTES 1 ____ ____

A/P

V0653

A/P

5120

3280

1215

A/P

A/P A/P

CL + 3.215

1 ____ ____

CL + 2.700

A/P

CF2

CF1

V0751

CF7

2325

CL + 2.700

VOID

____ ____ 1

CF2 CF9

V0740

____ ____ 13

CL + 2.700

V0740

1200

CF1

CF2

1950

CF9

CL + 2.665

CL + 3.615

CF2

CF1 CF9

A/P 1785

A/P

CF2

A/P

14 ____ ____

A/P

CL + 2.700

CF1

A/P

CL + 4.390

CL + 4.765

CL + 4.390

1200

CL + 3.615 A/P CF1

CL + 3.915 CF1

A/P

CF3

CL + 4.765

6 ____ ____

CF3

CF1

CF3

1 ____ ____ A/P

2 ____ ____

V0601

CF12

100 865

CF3

7 ____ ____

4 ____ ____ V0740

CF1

CL + 3.915 CF1

1180

850

CL + 3.915

1180

V0740

0°

V0601

V0804

____ ____ C

A/P

V0201

850

1200

CL + 3.165 A/P CF1

2070

____ ____ C

CL + 4.390

3 ____ ____ V0804 1 ____ ____

A/P

B CF3

V0740

1200

CL + 3.165

PLEASE NOTE MECHANICAL & HYDRAULIC REVIT MODEL SHOWN IS TO BE UPDATED. EXACT LOCATION OF SERVICES TO BE CONFIRMED.

CL + 3.165

B N

DUE TO THE VARIOUS FLOOR LEVELS REQUIRED ON THIS FLOOR, ALL CEILING LEVELS ARE SET-OUT AS ABOVE RECEPTION FINISH FLOOR LEVEL OF FFL 15.035.

V0740

CL + 3.615

CEILING LEVELS SET-OUT

____ ____ 2

V0740

CL + 4.745

CL + 3.165 CF7

1200

R 80 0

A/P

R 80

1200

5 ____ ____

A/P

1200

+ 3.915 CL

A/P

V0740

A/P

CL + 3.215

CF9

1510

A/P

V0741

____ ____ 15

2070

CF1

LIGHT. REFER TO LIGHTING CONSULTANTS DRAWINGS

CF9

V0740

A/P

MIND & BODY ALL CEILING SUSPENSION SYSTEM AND SUBFRAMING ABOVE THE MIND & BODY STUDIO TO BE SUITABLE FOR ENVIRONMENT WITH CONDENSATION, AND NON-CORROSIVE. -FOR TEAK TIMBER CEILING PANELLING, ANY METAL SUBFRAMING AND HANGING SYSTEM USED TO BE SUITABLE USE IN CONDENSATION ENVIRONMENT, AND BE NON – CORROSIVE. -FOR SET-PLASTERBOARD CEILING, ANY METAL SUBFRAMING AND HANGING SYSTEM USED TO BE SUITABLE USE IN CONDENSATION ENVIRONMENT, AND BE NON – CORROSIVE.

1200

A/P

V0740

A/P

SLIDING PANEL BLINDS TOP HUNG

1200

+ 2.915 CL CF1

CF1

12 ____ ____

1200

CL + 3.615

1200

A/P

CF1

1200

A/P

V0601

A/P

CL + 2.965 CF9

____ ____ B

CL + 2.687

CF2

CL + 4.815

2475

CL + 2.700

V0601

____ ____ 20

CF1

500 CF9

PROVIDE AS INSTALLED DRAWINGS, CERTIFICATION AND OPERATION MANUALS OF MECHANICAL, ELECTRICAL, FIRE AND HYDRAULIC SERVICES INSTALLATIONS UPON COMPLETION.

CL + 3.915

CEILING SUSPENSION NOTES:

A/P

0 50

2 ____ ____ V0501

ALL NEW REQUIRED ILLUMINATED EXIT SIGNS TO BE SLIM LINE ACRYLIC TYPE. PROVIDE NEW AS REQUIRED TO SUIT NEW LAYOUT AND TO COMPLY WITH CODES AND STANDARDS.

A/P

CF2

____ ____ B

SERVICES NOTES

V0740

CL + 3.165

CL + 2.700

CF9

ALLOW FOR NEW CEILING TILES TO 30% OF FLOOR AREA.

CL + 3.615

RISER ABOVE CEILING

2 ____ ____

LIGHT SWITCHES TO BE MOUNTED AT 1100 FFL MAX TO CENTRE.

A/P

R 50

CF9

CL + 4.165

CF9

PROVIDE FLUSH TYPE FRAMELESS ACCESS PANELS WHERE REQUIRED FOR CEILING SPACE ACCESS- LOCATION TO BE REVIEWED BY SUPERINTENDENT.

645

A/P

THIS DRAWING TO BE READ IN CONJUNCTION WITH DETAIL AND JOINERY DRAWINGS, SCHEDULES AND SPECIFICATIONS.

JOINERY BULKHEAD BY JOINER

+ 2.800 CL

CF9

A/P

THIS DRAWING TO BE READ IN CONJUNCTION WITH SERVICES ENGINEERS' DRAWINGS.

160° A/P

CL + 3.615

CF1

A/P

CF1

1. PAINT CONTRACTOR TO PAINT ALL EXPOSED CONCRETE SOFFIT OR OTHER EXPOSED SURFACES INCLUDING CONCRETE BEAMS ETC. WITH SEMI-GLOSS ENAMELLED PAINT IN DULUX WESTERN MYALL PG1F7. REFER TO CF12 IN FINISHES SCHEDULE. 2. PAINT CONTRACTOR TO PAINT ALL EXPOSED CEILING SERVICES INCLUDING AIR-CONDITIONING DUCTS, EXPOSED FIRE SPRINKLER PIPES, SUSPENDED METAL CABLE TRAYS, INCLUDING SUSPENSION WIRES, AND EXPOSED ELECTRICAL CONDUITS WITH SEMI-GLOSS ENAMELLED PAINT IN DULUX WESTERN MYALL PG1F7. 3. WHERE POSSIBLE ALL VISIBLE SUSPENSION WIRES FOR CEILING ACOUSTIC PANELS, SUSPENDED LIGHTING ETC. SHOULD BE COLOUR MATCHED WITH DULUX WESTERN MYALL PG1F7.

11 ____ ____

A/P

CL + 3.215

CF5

RISER ABOVE CEILING

CF1

CF10

A/P

600

V0601

CL + 4.715

GRAPHIC

4935

CL + 3.950

6850

CF5

V0713

CF1

2350

CF10

A/P

A ____ ____

680

____ ____ 6

CL + 3.915

CL + 3.915 CF1

CL + 3.915

2115

CL + 3.915

CL + 3.615

CF10

9350

CL + 3.915

6850

V0740

VOID

V0712

A/P

9 ____ ____

CL + 3.615

1930

V0601

CL + 3.915 CF1

2725

1270

LEVEL 1 RCP

____ ____ E

____ ____ D

V0602

16 ____ ____ V0741

____ ____ F

____ ____ 2

____ ____ 3

V0602

V0740

SCALE 1 : 100

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

EXPOSED UNDERSIDE OF EXISTING STRUCTURE. ALL EXPOSED CEILING AND DUCT WORK TO BE PAINTED. REFER TO FINISHES SCHEDULE.

CF12

V0740

A ____ ____

NEW TIMBER CEILING.

10 ____ ____

CF5

8 ____ ____

____ ____ 8 V0740

1225

A/P

CL + 3.915 CF10

485

CL + 3.915 CF10

CF7

FULL HEIGHT JOINERY UNIT. PROVIDE ADEQUATE SUPPORT TO SUIT.

135

155

CF10

FEATURE TILE CEILING - COLOUR 2.

A/P

CL + 3.915

CF4

810

CL + 3.915

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

FEATURE TILE SETOUT SCALE 1 : 50

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

LEVEL 01 REFLECTED CEILING PLAN

V1479-DW-AR-V0201

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

E ____ ____

D ____ ____

F ____ ____

V0602

REFLECTED CEILING LEGEND

CL+ 00.000 CFXX

18 ____ ____

FINISHED CEILING LEVEL ABOVE FINISHED FLOOR LEVEL. CEILING FINISH - REFER TO FINISHES SCHEDULE FOR DETAILS.

CF2

NEW ACOUSTIC CEILING GRID AND TILES.

CF1

NEW PLASTERBOARD CEILING.

CF3

FEATURE TILE CEILING - COLOUR 1. REFER TO RCP FOR QUANTITY OF TILES TO BE PRINTED.

V0741

1d 1e

EXISTING BUILDING ALUCOBOND SOFFIT

CL + 2.700

EXISTING BUILDING ALUCOBOND SOFFIT

BL1 INTERNAL BLACK OUT BLIND/SCREEN TO FACADE

A/P

CL + 2.800 A/P

RISER

CL + 2.800 CF11

A/P

EXISTING BUILDING ALUCOBOND SOFFIT

CL + 2.700

FULL HEIGHT JOINERY UNIT. PROVIDE ADEQUATE SUPPORT TO SUIT. FEATURE PENDANT LIGHTS - REFER TO LIGHTING CONSULTANTS DOCUMENTATION FOR SPECIFICATIONS.

770 2630

145

CEILING PAINT FINISH SCOPE OF WORKS

CF12

2250

1285

690

2130

1305

CL + 2.800 CF6

CF6

A/P CF6

CF6

CL + 2.800 CF1

A ____ ____

V0601

CL + 2.800 N

2920

CF12

B 4865

A/P

CF12

CL + 3.550

CL + 2.800

PLASTERBOARD BULKHEAD BY BUILDER

V0805

CL + 3.520

B CL + 3.820

CL + 3.520

CL + 3.870

CL + 2.800

CL + 3.520

CL + 3.870

CL + 3.520

RISER ABOVE CEILING

CF1

THIS DRAWING TO BE READ IN CONJUNCTION WITH DETAIL AND JOINERY DRAWINGS, SCHEDULES AND SPECIFICATIONS. CF12

PLASTERBOARD BULKHEAD BY BUILDER

A/P

100

ALLOW FOR NEW CEILING TILES TO 30% OF FLOOR AREA.

SERVICES NOTES ALL NEW REQUIRED ILLUMINATED EXIT SIGNS TO BE SLIM LINE ACRYLIC TYPE. PROVIDE NEW AS REQUIRED TO SUIT NEW LAYOUT AND TO COMPLY WITH CODES AND STANDARDS.

CL + 2.800 CL + 2.350

7985

A/P

____ ____ 6

CL + 2.700

A/P CL + 2.800

PROVIDE AS INSTALLED DRAWINGS, CERTIFICATION AND OPERATION MANUALS OF MECHANICAL, ELECTRICAL, FIRE AND HYDRAULIC SERVICES INSTALLATIONS UPON COMPLETION.

V0740

CL + 2.700 CF2

CF2

CL + 2.800

A/P

CF12

CF1

CF1 CF1

CEILING SUSPENSION NOTES:

____ ____ 19

A/P

V0741 CF6

CL + 2.700 CF2

____ ____ B V0601

CF6

CL + 2.800 CF6

CF6

V0601

A/P

CF12 TV

CL + 2.800 CL + 2.800 CF1

CF12

1940 A/P

CF1

A/P

CF13

CF12

A/P

CF1

CL + 2.700 CF2

CF12

2350

CF1

POOL & SPA ZONE ALL CEILING SUSPENSION SYSTEM AND SUBFRAMING ABOVE THE POOL AND SPA ZONE TO BE SUITABLE FOR ENVIRONMENT WITH CONDENSATION, ENVIRONMENT WITH EXPOSURE TO CHLORINE AND NON-CORROSIVE. -FOR PARKLEX CEILING SYSTEM, REFER TO MANUFACTURER’S RECOMMENDATION FOR SUITABLE USE IN CHLORINE AND CONDENSATION ENVIRONMENT, AND BE NON – CORROSIVE. -FOR ARMSTRONG’S 300C PLANK SYSTEM, REFER TO MANUFACTURER’S RECOMMENDATION FOR SUITABLE USE IN CHLORINE AND CONDENSATION ENVIRONMENT, AND BE NON – CORROSIVE. -FOR PERMAROCK CEMENT BOARD, REFER TO MANUFACTURER’S RECOMMENDATION FOR SUITABLE USE IN CHLORINE AND CONDENSATION ENVIRONMENT, AND BE NON – CORROSIVE. MIND & BODY ALL CEILING SUSPENSION SYSTEM AND SUBFRAMING ABOVE THE MIND & BODY STUDIO TO BE SUITABLE FOR ENVIRONMENT WITH CONDENSATION, AND NON-CORROSIVE. -FOR TEAK TIMBER CEILING PANELLING, ANY METAL SUBFRAMING AND HANGING SYSTEM USED TO BE SUITABLE USE IN CONDENSATION ENVIRONMENT, AND BE NON – CORROSIVE. -FOR SET-PLASTERBOARD CEILING, ANY METAL SUBFRAMING AND HANGING SYSTEM USED TO BE SUITABLE USE IN CONDENSATION ENVIRONMENT, AND BE NON – CORROSIVE.

CF12

600

CF1

CL + 3.850

5760

CL + 2.400

____ ____ B

CL + 2.700 CF2

A/P

PROVIDE FLUSH TYPE FRAMELESS ACCESS PANELS WHERE REQUIRED FOR CEILING SPACE ACCESS- LOCATION TO BE REVIEWED BY SUPERINTENDENT. LIGHT SWITCHES TO BE MOUNTED AT 1100 FFL MAX TO CENTRE.

3 A/P

LIGHTING SETOUT, LINEAR SLOTS, AIRCON DIFFUSERS, SPRINKLER AND THERMOSTAT LOCATIONS ETC TO BE MARKED ON SITE PRIOR TO INSTALLATION FOR REVIEW BY SUPERINTENDENT. THIS DRAWING TO BE READ IN CONJUNCTION WITH SERVICES ENGINEERS' DRAWINGS.

A/P

1370

CL + 2.800

CF1 RISER

RISER ABOVE CEILING

1 ____ ____

1485

CL + 2.800 CF1

CL + 2.350

3700

+ 2.650 CL

REFLECTED CEILING PLAN NOTES N

3350

CL + 3.520

CF12

A/P

RISER

N 365

RISER

2685

100

545

A/P

EXPOSED UNDERSIDE OF EXISTING STRUCTURE. ALL EXPOSED CEILING AND DUCT WORK TO BE PAINTED. REFER TO FINISHES SCHEDULE.

CF6

A/P

N 2180

2690

1160 210

CF12

725

2825 N

CL + 3.520

NEW TIMBER CEILING.

A/P

CF1

A ____ ____

CF7

1115

MOTORISED BLIND BL1

FEATURE TILE CEILING - COLOUR 2.

CF1 V0713

FEATURE CEILING - LIGHTING PANEL. REFER TO LIGHTING CONSULTANTS DOCUMENTATION FOR SPECIFICATIONS.

CF4

8 ____ ____

CL + 2.800

CL + 2.800 A/P

CF12

N N

A/P

100

CL A/P + 2.700

CL + 2.350

A/P

100

CF12

100

CF12

21 ____ ____ V0741

CF6

CL + 2.800

CL + 2.800 CL + 2.800

CL + 2.800 CF6

CF6

A/P

CF6

CL + 2.800

CF6

CF1

A/P

CL + 3.870

CL + 3.570

CL + 3.870

CL + 3.570

1 ____ ____

V0601

CL + 3.570

CL + 3.870

1650

B TV

PLEASE NOTE MECHANICAL & HYDRAULIC REVIT MODEL SHOWN IS TO BE UPDATED. EXACT LOCATION OF SERVICES TO BE CONFIRMED.

7800

CF12

CL + 3.570

____ ____ C

CF12

V0601

1500

CL + 2.800 CF1

B CL + 2.800

CF1

100

V0804

CL + 2.800

1500

CF1

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

E ____ ____

____ ____ 16

D ____ ____

V0602

V0741

V0602

Issue A B

Description TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

Date 11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

17 ____ ____

F ____ ____

V0741

V0602

100

1000

200

TYP

100

PROPOSED TRACK SYSTEM LAYOUT FOR BOXING BAGS. REFER STRUCTURAL ENGINEER FOR TRACK.

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

LEVEL 02 REFLECTED CEILING PLAN

V1479-DW-AR-V0202

Scale @ A1. Half Scale @ A3

Drawing Size

1 :1 0 0

____ ____ C

DUE TO THE VARIOUS FINISH FLOOR LEVELS REQUIRED FOR THIS FLOOR, ALL CEILING LEVELS SET-OUT AS ABOVE STRUCTURAL SLAB LEVEL OF SSL 20.000.

1650

A/P

1650

CEILING LEVELS SET-OUT

100

CL + 2.800 CF1

PLASTERBOARD BULKHEAD BY BUILDER

CL + 2.800 CF1

100

1950

CL + 2.800

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

WT01 WT02 WT03 WT04A WT04B WT05 WT06 WT07 WT07A WT08 WT10 WT11 WT12 WT13 WT14A WT14B WT15 WT16 WT17A WT17B WT18A WT18B

WT19 WT20A

WT20B

WT20C

DESCRIPTION

16mm FULL HEIGHT FRAMELESS TOUGHENED LAMINATED GLAZING WITH CONCEALED CHANNELS. 16mm FRAMELESS TOUGHENED LAMINATED GLAZING SET INTO CONCRETE HOB TO 1050mm HIGH. NOM 12mm SINGLE GLAZING IN 120x50mm FLUSH GLAZING SYSTEM WITH SELECTED ANODISED FINISH. PLASTERBOARD BAFFLE ABOVE CEILING LEVEL. INSTALLATION OF 50x50mm ALUMINIUM EXTRUSIONS IN SELECTED ANODISED COLOURS WITHIN GLAZING FRAME TO CORRIDOR SIDE. NOM 12mm SINGLE GLAZING IN 120x50mm FLUSH GLAZING SYSTEM WITH SELECTED ANODISED FINISH. PLASTERBOARD BAFFLE ABOVE CEILING LEVEL. NOM 12mm SINGLE GLAZING IN 120x50mm FLUSH GLAZING SYSTEM WITH SELECTED ANODISED FINISH. PLASTERBOARD BAFFLE ABOVE CEILING LEVEL. INSTALLATION OF 50x50mm ALUMINIUM EXTRUSIONS IN SELECTED ANODISED COLOURS WITHIN GLAZING FRAME TO CORRIDOR SIDE. NOM 12mm GLAZING IN 100X50 DOUBLE GLAZING FRAMING SYSTEM, SELECTED ANODISED FINISH. PLSTERBOARD BAFFLE ABOVE CEILING LEVEL. 13mm PLASTERBOARD, 92mm METAL STUD, 75mm 11kg/m3 INSULATION,13mm PLASTERBOARD. 92mm METAL STUD, 75mm 11kg/m3 INSULATION,13mm PLASTERBOARD. SPECIFIED WALL TILE BY TILER, 9mm CFC, 92mm METAL STUD, 75mm 11kg/m3 INSULATION,13mm PLASTERBOARD. TIMBER LINING & 35mm TIMBER BATTENS BY JOINER 13mm PLASTERBOARD, 92mm METAL STUD, 75mm 11kg/m3 INSULATION,13mm PLASTERBOARD. 2x13mm PLASTERBOARD, 92mm METAL STUD, 75mm 11kg/m3 INSULATION, 2x13mm PLASTERBOARD. 2x13mm PLASTERBOARD, 92mm METAL STUD, 75mm 11kg/m3 INSULATION, 10mm GAP, 92mm METAL STUD, 75mm 11kg/m3 INSULATION, 2x13mm PLASTERBOARD. TIMBER LINING & 35mm TIMBER BATTENS BY JOINER, 13mm PLASTERBOARD, 92mm METAL STUD, 75mm 11kg/m3 INSULATION, 10mm GAP, 92mm METAL STUD, 75mm 11kg/m3 INSULATION, 13mm PLASTERBOARD, 35mm TIMBER BATTENS & TIMBER LINING BY JOINER. TIMBER LINING & 35mm TIMBER BATTENS BY JOINER, 13mm PLASTERBOARD, 92mm METAL STUD, 75mm 11kg/m3 INSULATION, 10mm GAP, 92mm METAL STUD, 75mm 11kg/m3 INSULATION, 2x13mm PLASTERBOARD. TIMBER LINING & 35mm TIMBER BATTENS BY JOINER 13mm PLASTERBOARD, 92mm METAL STUD, 75mm 11kg/m3 INSULATION. TIMBER LINING & 35mm, TIMBER BATTENS BY JOINER, 13mm PLASTERBOARD, 92mm METAL STUD, 75mm 11kg/m3 INSULATION,13mm PLASTERBOARD, TIMBER BATTENS BY JOINER, IMBER LINING & 35mm. 13mm PLASTERBOARD, 75mm BONDOR PANEL. 50mm BONDOR PANEL. 16mm TOUGHENED LAMINATED GLAZING PARTITION WITH RECESSED CHANNELS. 18mm MDF CLADDING, 170mm STUD FRAMING, 2x75mm INSULATION, 12mm MDF CLADDING.

WT22A

WT22B WT22C

WT23A WT30A WT30B WT31 WT32 WT33 WT34 WT35A

WT35B

WT36 WT37

WT40 WT41 WT42 WT43

GENERAL NOTES

INSTALL WATERPROOF PLASTERBOARD OR VILLABOARD TO ALL WET AREAS.

VERIFY ALL MEASUREMENTS AND DIMENSIONS ON SITE PRIOR TO FABRICATION AND CONSTRUCTION. DO NOT SCALE MEASUREMENTS FROM THESE DRAWINGS.

ALL WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE METHODOLOGY DETAILED IN THE NSW OCCUPATIONAL HEALTH AND SAFETY ACT 2000.

THE AREAS PROVIDED ARE APPROXIMATE AND ONLY BASED ON THE EXISTING CONDITIONS INFORMATION PROVIDED TO US AND OUR DEVELOPED DESIGNS ARE TO BE CONFIRMED BY A LICENSED SURVEYOR.

MARK AND SET OUT ALL PARTITIONS AND JOINERY LOCATIONS PRIOR TO CONSTRUCTION/INSTALLATION, FOR PROJECT MANAGER APPROVAL.

ALL PROJECT BUILDING MATERIALS AND METHODS OF INSTALLATION SHALL COMPLY WITH THE RELEVANT STATUTORY REGULATIONS, AND THE OCCUPATIONAL HEALTH AND SAFETY ACT 2000.

NEW/EXISTING DOOR. REFER TO DOOR SCHEDULE FOR FULL SPECIFICATION.

CONSTRUCTION TO COMMENCE ONLY ONCE APPROVAL HAS BEEN GRANTED IN WRITING BY PROJECT MANAGER.

EXTENT OF AREA NOT IN SCOPE.

ALL NEW PARTITIONS TO COMPLY WITH ALL RELEVANT BCA REQUIREMENTS, AUSTRALIAN STANDARDS AND MANUFACTURERS INSTRUCTIONS.

FINISHES FIXED WITH ADHESIVES, SHALL BE OF LOW VOLATILE ORGANIC COMPOUNDS EMISSIONS AND COMPLY WITH THE NATIONAL HEALTH AND SAFETY ACT. FIXING SHALL COMPLY WITH THE OCCUPATIONAL HEALTH AND SAFETY ACT 2000. THE HEAD CONTRACTOR SHALL PROVIDE ALL COMPLIANCE CERTIFICATION.

HEIGHT COMMENTS

105 118 63 89 102

EXISTING WALLS TO REMAIN. ALLOW FOR NEW SKIRTING AND PAINT FINISHES AS NOTED. REFER TO FINISHES SCHEDULE FOR DETAILS.

13 76 147 68 18 111 130

NEW WALL. U/S STAIR 02 LANDING

124 95 200

WT01

WALL TAG. REFER TO WALL TYPE CODE LEGEND FOR THE FULL DESCRIPTION OF WALL COMPOSITIONS.

PARTITION NOTES REFER DETAILS

120 216

REFER DETAILS

FOR SKIRTINGS REFER TO FINISHES PLANS AND TYPICAL PARTITION DETAILS.

118

1000mm

ALL NEW PARTITIONS TO COMPLY WITH ALL RELEVANT BCA REQUIREMENTS, AUSTRALIAN STANDARDS AND MANUFACTURERS INSTRUCTIONS.

173

U/S SLAB OR STRUCTURE

118

ALL PARTITIONS TO BE SET OUT FROM THE WALL FINISH OR CENTRELINE OF EXISTING WINDOW MULLIONS UNLESS OTHERWISE NOTED.

U/S SLAB OR STRUCTURE

128

U/S SLAB OR STRUCTURE

138

U/S SLAB OR STRUCTURE

ALL PARTITIONS, WORKSTATIONS AND FURNITURE LOCATIONS TO BE MARKED ON SITE FOR SUPERINTENDENT'S REVIEW PRIOR TO CONSTRUCTION / INSTALLATION. ALL DIMENSIONS TO BE CONFIRMED ON SITE PRIOR TO ORDERING OR FABRICATION OF ANY ITEMS.

114 NOGGINGS ARE TO BE PROVIDED IN PLASTERBOARD STUD WALLS WHERE REQUIRED FOR BUILT-IN JOINERY AND FIXING OF WHITEBOARDS, HOOKS AND OTHER WALL MOUNTED FIXTURES. REFER TO ALL PLANS AND JOINERY DETAILS FOR LOCATIONS.

HEIGHT TO MATCH GUNNEBO ITEMS WHERE APPLICABLE HEIGHT TO MATCH GUNNEBO ITEMS WHERE APPLICABLE HEIGHT TO MATCH GUNNEBO ITEMS WHERE APPLICABLE HEIGHT TO MATCH GUNNEBO ITEMS WHERE APPLICABLE TO UNDERSIDE OF CEILING 1050mm

16mm FRAMELESS TOUGHENED LAMINATED GLAZING BALUSTRADE TO 1050mm HIGH ON CONCRETE FLOOR.

WT21A

OH & S

D 01 L01

16mm FRAMELESS TOUGHENED LAMINATED GLAZING BALUSTRADE TO 1050mm HIGH WITH TIMBER SUBSTRATE.

16mm FRAMELESS TOUGHENED LAMINATED CLEAR GLASS FENCE TO 1050mm HIGH, WITH STAINLESS STEEL SPIGOTS SUPPORTS CORE DRILLED INTO CONCRETE SLAB.

WT21B

ACOUSTIC RATING

WIDTH

13mm PLASTERBOARD, 92mm METAL STUD. 13mm PLASTERBOARD, 92mm METAL STUD, 13mm PLASTERBOARD. 13mm PLASTERBOARD, 50mm METAL STUD FIXED TO EXISTING WALL. 13mm PLASTERBOARD, 76mm METAL STUD. 13mm PLASTERBOARD, 76mm METAL STUD, 13mm PLASTERBOARD. FOR EDB CUPBOARDS, ALL PLASTERBOARD LINING TO FIRECHECK. 13mm PLASTERBOARD. 76mm METAL STUD. TIMBER LINING, 35mm TIMBER BATTENS, 13mm PLASTERBOARD, 92mm METAL STUD. TIMBER LINING, 35mm TIMBER BATTENS SPECIFIED TIMBER PANEL LINING BY OTHERS. SPECIFIED WALL TILE BY TILER, 9mm CFC SHEET, 92mm METAL STUD. SPECIFIED WALL TILE BY TILER, 9mm CFC SHEET, 92mm METAL STUD, 9mm CFC SHEET, SPECIFIED WALL TILE BY TILER. SPECIFIED WALL TILE BY TILER, 9mm CFC SHEET, 92mm METAL STUD, 13mm PLASTERBOARD. SPECIFIED WALL TILE BY TILER, 9mm CFC SHEET, 76mm METAL STUD. SPECIFIED WALL TILE BY TILER, 190mm MASONARY BLOCK WALL TO STRUCTURAL ENGINEERS DETAILS. SPECIFIED WALL TILE BY TILER, 110mm BRICK WALL TO STRUCTURAL ENGINEERS DETAILS. SPECIFIED WALL TILE BY TILER, MASONARY BLOCK WALL TO STRUCTURAL ENGINEERS DETAILS, 13mm PLASTERBOARD. LOW HEIGHT WALL; 13mm PLASTERBOARD, 92mm METAL STUD, 13mm PLASTERBOARD TO 1000mm HIGH. 13mm PLASTERBOARD, 92mm METAL STUD FILLED WITH EXPANDED FOAM, 13mm PLASTERBOARD, 20mm SPLIT BATTENS, TIMBER WALL FINISH BY JOINER. 13mm PLASTERBOARD, 92mm METAL STUD FILLED WITH EXPANDED FOAM, 13mm PLASTERBOARD. SPECIFIED WALL TILE BY TILER, 13mm MOISTURE RESISTANT PLASTERBOARD, 92mm METAL STUD FILLED WITH EXPANDED FOAM, 13mm MOISTURE RESISTANT PLASTERBOARD. SPECIFIED WALL TILE BY TILER, 13mm MOISTURE RESISTANT PLASTERBOARD, 92mm METAL STUD FILLED WITH EXPANDED FOAM, 13mm MOISTURE RESISTANT PLASTERBOARD, SPECIFIED WALL TILE BY TILER. SPECIFIED WALL TILE BY TILER, 9mm CFC SHEET, 76mm METAL STUD, 9mm CFC SHEET, SPECIFIED WALL TILE BY TILER. 16mm FRAMELESS TOUGHENED LAMINATED GLAZING BALUSTRADE TO 1050mm HIGH WITH CONCRETE SUBSTRATE.

WT20D

GENERAL CONSTRUCTION NOTES

SHEET OVER FRONT FACE OF COLUMNS WHERE NEW PARTITIONS ALIGN.

WALL TYPE CODE LEGEND WALL TYPE

PARTITION LEGEND

ALL PARTITIONS TO BE SET OUT FROM THE CENTRELINE OF EXISTING PARTITIONS, CENTRELINE OF EXISTING WINDOW MULLIONS UNLESS OTHERWISE NOTED. THE GLAZING DETAILS SHOWN ON THESE ARCHITECTURAL DRAWINGS ARE INDICATIVE ONLY OF THE DESIGN INTENT. THE GLAZING SUBCONTRACTOR IS RESPONSIBLE FOR THE CORRECT DETERMINATION OF GLASS THICKNESS, TYPE, AND SUPPLY AND INSTALLATION, IN ACCORDANCE WITH AS 1288 AND AS/NZS 2208, BCA CLAUSE B1.4(h), AND AUSTRALIAN STANDARDS AS 2047 AND AS 1170. ALL DOORS ARE 110mm FROM FINISHED WALL FACE TO OUTSIDE OF DOOR FRAME UNLESS OTHERWISE NOTED OR DIMENSIONED. ALL FRAMELESS GLASS INSTALLATIONS ARE TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH BCA CLAUSE D2.17 AND RELEVANT AUSTRALIAN STANDARDS. CONTRACTOR IS TO ENSURE ADEQUATE STRENGTH & STABILITY OF ALL GLAZED PANELS AND ALL FIXINGS. THE SLIP RESISTANCE OF ALL FLOOR FINISHES INCLUDING STAIR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF THE BCA, AS/NZS 4586 AND HB 197-1999. ALL HANDRAILS AND BALUSTRADES SHALL BE INSTALLED AND/OR CONSTRUCTED IN ACCORDANCE WITH BCA CLAUSE D2.16 TO D2.18, AND AS 1170. HEAD CONTRACTOR IS TO ALLOW FOR AND PROVIDE ALL MATERIALS, LABOUR AND ACCESSORIES NECESSARY TO COMPLETE THE WORKS TO THE SPECIFIED PERFORMANCE. NO VARIATIONS WILL BE CONSIDERED FOR THE PROJECT UNLESS IT IS A CLEAR CHANGE TO THE INTENT AND SCOPE OF THE WORKS INITIATED IN WRITING BY THE PROJECT MANAGER. CONTRACTOR TO ENSURE ADEQUATE STRENGTH AND STABILITY OF ALL ITEMS FOR THEIR INTENDED USE AND IN ACCORDANCE WITH THE BCA AND RELEVANT AUSTRALIAN STANDARDS.

HEAD CONTRACTOR IS TO ALLOW FOR AND PROVIDE ALL MATERIALS, LABOUR AND ACCESSORIES NECESSARY TO COMPLETE THE WORKS TO THE SPECIFIED PERFORMANCE. NO VARIATIONS WILL BE CONSIDERED FOR THE PROJECT UNLESS IT IS A CLEAR CHANGE TO THE INTENT AND SCOPE OF THE WORKS INITIATED IN WRITING BY THE SUPERINTENDENT.

SITE SETOUT NOTES REFERENCE LEVELS: ALL LEVELS AND RLS INDICATED RELATE TO THE AUSTRALIAN HEIGHT DATUM (AHD). ALL SURVEY INFORMATION, LEVELS AND RL'S ARE REFERENCED FROM BASE BUILDING DRAWINGS PROVIDED ON INCITE AND ARE TO BE CHECKED ON SITE PRIOR TO CONSTRUCTION AND/OR MANUFACTURING.

ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF AUSTRALIA (BCA), AND THE ENVIRONMENTAL AND PLANNING ASSESSMENT ACT 1979. ALL PATHS OF TRAVEL TO BE 1050mm MINIMUM CLEAR UNOBSTRUCTED WIDTH OR GREATER AS DIMENSIONED.

U/S SLAB OR STRUCTURE

43 U/S SLAB OR STRUCTURE

144

50 U/S SLAB OR STRUCTURE

246

U/S SLAB OR STRUCTURE

330

DOORS LOCATED IN PATHS OF TRAVEL TO EXITS TO COMPLY WITH BCA CL D2.21: OPERATION OF LATCH AND TO BE OPENABLE AT ALL TIMES WITHOUT THE USE OF A KEY FROM THE SIDE THAT FACES A PERSON SEEKING EGRESS, BY A SINGLE DOWNWARD HAND ACTION LOCATED ON A SINGLE DEVICE BETWEEN 900mm AND 1200mm FROM THE FLOOR. PATHS OF EGRESS, DOOR LOCATIONS AND CLEARANCES, DOOR SWINGS AND DOOR HARDWARE TO COMPLY WITH THE BCA AND AS1428.1, DESIGN FOR ACCESS AND MOBILITY. TOILET FACILITIES FOR PEOPLE WITH DISABILITIES TO BE PROVIDED IN ACCORDANCE WITH AS 1428.1-2009

55 U/S SLAB OR STRUCTURE

288

CONSTRUCTION OF SANITARY COMPARTMENTS TO COMPLY WITH BCA CLAUSES F2.3 AND F2.5.

55 U/S SLAB OR STRUCTURE

STAIRS, HANDRAILS AND BALUSTRADES TO COMPLY WITH CLAUSES D2.12, D2.13, D2.14, D2.15, D2.16 & D2.17 OF THE BCA. 160

U/S SLAB OR STRUCTURE

228

43 U/S SLAB OR STRUCTURE

88 50

U/S SLAB OR STRUCTURE U/S SLAB OR STRUCTURE

CONTRACTOR IS TO SUPPLY THE PROJECT MANAGER WITH MATERIAL DATA SAFETY SHEETS FOR ALL MATERIALS AND FINISHES IN ACCORDANCE WITH OCCUPATIONAL HEALTH AND SAFETY ACT 2001. CONTRACTOR IS TO ENSURE EASE OF ACCESSIBILITY WITHOUT RISK OR INJURY TO ALL SERVICES FOR MAINTENANCE AS REQUIRED BY OH & S ACT 2001. ANY DISCREPANCIES TO BE REPORTED TO THE PROJECT MANAGER FOR REVIEW.

AS BUILT NOTES DRAWINGS REFLECT OVERALL ARRANGEMENTS, SOME DETAILS MAY VARY ON SITE. ALL AREAS, SETOUTS AND ARRANGEMENTS TO BE CONFIRMED BY LICENSED SURVEYOR.

WATERPROOFING WATERPROOFING TO COMPLY WITH BCA PART F.17: WATERPROOFING OF WET AREAS.

DISABILITY ACCESS AND FACILITIES DISABLED ACCESS & FACILITIES IN ACCORDANCE WITH THE BCA PART D3: ACCESS FOR PEOPLE WITH DISABILITIES, OF THE BUILDING CODE OF AUSTRALIA AND AS 1428.1: GENERAL REQUIREMENTS FOR ACCESS- NEW BUILDING WORKS, AND AS 1428.2: ENHANCED AND ADDITIONAL REQUIREMENTS- BUILDINGS & FACILITIES. ALL DOORWAYS TO HAVE A CLEAR 850MM OPENING AND SIDE CLEARANCE IN ACCORDANCE WITH AS 1428.

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTURAL PERFORMANCE SPECIFICATION AND SCHEDULES. REFER TO THE SERVICES ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR ALL ELECTRICAL, FIRE, HYDRAULIC AND MECHANICAL REQUIREMENTS AND DETAILS WHICH ARE TO TAKE PRECEDENCE OVER ANY SERVICES INFORMATION ON THE ARCHITECTURAL DRAWINGS, SCHEDULES AND SPECIFICATIONS. ALL CONSTRUCTION IS TO BE CARRIED OUT FROM THE MOST CURRENT PROJECT DOCUMENTS. HEAD CONTRACTOR AND ALL SUB-CONTRACTORS ARE TO USE THE MOST CURRENT PROJECT DRAWINGS, SCHEDULES AND SPECIFICATIONS. ALL BUILDING WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF AUSTRALIA (BCA) AND THE RELEVANT AUSTRALIAN STANDARDS. ALL PATHS OF TRAVEL TO BE 1050mm MINIMUM CLEAR UNOBSTRUCTED WIDTH OR GREATER AS DIMENSIONED, OR AS REQUIRED BY AS 1428.1 AND AS 1428.2. ALL MATERIALS AND ASSEMBLIES ARE TO COMPLY WITH BCA CLAUSE AND SPECIFICATION C1.10: FIRE HAZARD PROPERTIES. DOORS LOCATED IN PATHS OF TRAVEL TO EXITS TO COMPLY WITH BCA CLAUSE D2.21: OPERATION OF LATCH AND TO BE OPENABLE AT ALL TIMES WITHOUT THE USE OF A KEY FROM THE SIDE THAT FACES A PERSON SEEKING EGRESS, BY A SINGLE DOWNWARD HAND ACTION LOCATED ON A SINGLE DEVICE BETWEEN 900mm AND 1100mm FROM THE FLOOR. PATHS OF EGRESS, DOOR LOCATIONS AND CLEARANCES, DOOR SWINGS AND DOOR HARDWARE TO COMPLY WITH THE BCA AND AS1428.1, DESIGN FOR ACCESS AND MOBILITY. ALL SET OUT DIMENSIONS & HEIGHTS TO BE ACTIONED AND CHECKED BY A REGISTERED SURVEYOR PRIOR TO COMMENCEMENT OF THAT PART OF THE WORKS

WATERPROOFING TO COMPLY WITH BCA PART F1.7: WATERPROOFING OF WET AREAS. ALL MECHANICAL, ELECTRICAL, FIRE AND HYDRAULIC SERVICES TO BE INSTALLED TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA AND RELEVANT AUSTRALIAN STANDARDS. PROVIDE WRITTEN CERTIFICATION UPON COMPLETION THAT MECHANICAL, ELECTRICAL, FIRE AND HYDRAULICS SERVICES INSTALLATIONS AND EQUIPMENT COMPLY WITH THE BCA AND RELEVANT AUTHORITY REQUIREMENTS.

194

AREAS TO BE MECHANICALLY VENTILATED TO COMPLY WITH CLAUSE F4.5 OF THE BCA, AS 1668.2 AND AS/NZS 3666.1.

WALL TYPE NOTES REFER TO WALL DETAILS FOR FURTHER DETAILS

AREAS TO BE NATURALLY VENTILATED TO COMPLY WITH BCA CLAUSE F4.6.

WALLS ARE GENERALLY TO UNDERSIDE OF CEILING UNLESS NOTED. WALLS ARE FULL HEIGHT TO RISERS. WALLS ARE FULL HEIGHT TO UNDERSIDE OF SLAB OR STRUCTURE TO STUDIOS.

ARTIFICIAL LIGHTING TO BE PROVIDED THROUGHOUT TO COMPLY WITH AS 1680.0.

ALL EXPOSED PLASTERBOARD WALLS TO STUDIOS ARE TO BE GYPROCK EC08 HIGH IMPACT TO 2400mm HIGH.

RELOCATE EXISTING LIGHT FITTINGS TO COMPLY WITH AS 1680.0.

EXISTING WALLS ARE SHOWN IN A GREY HATCH AND ARE TO REMAIN UNLESS NOTED.

EMERGENCY LIGHTING TO BE INSTALLED IN ACCORDANCE WITH THE BCA INCLUDING CLAUSES E4.2, E4.4, AND COMPLY WITH AS/NZS 2293.1

GLASS THICKNESS INDICATED NOMINALLY. ALL GLASS TO BE CERTIFIED BY CONTRACTOR AS COMPLIANT WITH AS 1288. SKIRTING: UNLESS OTHERWISE SPECIFIED ALLOW FOR 50mm HIGH 3mm THICK BLACK POWDERCOAT FLAT ALUMINIUM SKIRTING TO PLASTERBOARD WALLS.

EMERGENCY EXIT SIGNS TO BE INSTALLED IN ACCORDANCE WITH THE BCA INCLUDING CLAUSES E4.5, E4.6 AND E4.8 AND COMPLY WITH AS/NZS 2293.1. SIZE, TYPES AND LOCATIONS OF FIRE EXTINGUISHERS TO BE PROVIDED IN ACCORDANCE WITH AS2444 AND THE BCA.

ALL FFL'S TO BE FLUSH BETWEEN WET ROOMS AND MAIN FLOOR LEVELS ALL STRUCTURAL MEMBERS TO ROOF AND CEILING TO STRUCTURAL ENGINEERS DETAILS VENTILATION TO ALL WET AREAS IN ACCORDANCE WITH THE BCA & MANUFACTURERS SPECIFICATIONS APPROVED WATERPROOFING MEMBRANE TO BE APPLIED TO THE RELEVANT AREAS, IN ACCORDANCE WITH MANUFACTURERS DETAILS, SPECIFICATIONS AND CODES

PRIOR TO PRACTICAL COMPLETION THE CONTRACTOR IS TO PROVIDE WRITTEN CERTIFICATION THAT THE FOLLOWING ITEMS HAVE BEEN SUPPLIED AND INSTALLED OR CONSTRUCTED IN ACCORDANCE WITH THE BUILDING CODE OF AUSTRALIA AND RELEVANT AUSTRALIAN STANDARDS.

ALL SERVICES TO BE DISCONNECTED AS REQUIRED PRIOR TO COMMENCEMENT OF ANY WORKS

DESIGN NOTES THIS DRAWING SHOWS DESIGN INTENT ONLY. CONTRACTOR TO PROVIDE DETAILED SHOP DRAWINGS FOR WMK REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR TO ENSURE ALL ITEMS ARE FIT FOR PURPOSE INCLUDING STRUCTURAL INTEGRITY AND METHODS OF MANUFACTURE.

ACCESSIBILITY NOTES ALL RAMPS, HANDRAILS & ASSOCIATED WORKS TO COMPLY WITH AS 1428.1-2001: DESIGN FOR ACCESS AND MOBILITY - GENERAL REQUIREMENTS FOR ACCESS - NEW BUILDING WORK RAMP LENGTHS ARE NOMINAL ONLY AND TO BE DETERMINED ON SITE FOLLOWING ESTABLISHMENT OF ADJACENT PAVING LEVELS. ADHERE TO THE FOLLOWING GUIDELINES: • MAX. GRADIENT OF RAMP EXCEEDING 1520mm IN LENGTH TO BE 1:14 • MAX. LENGTH OF A 1:14 RAMP TO BE 9m BETWEEN INTERMEDIATE LANDINGS • GRADING OF RAMPS BETWEEN LANDINGS SHALL BE CONSISTENT • CAMBER AND CROSSFALL OF RAMPS AND WALKWAYS SHALL BE 1:40 MAX. GRADIENT.

GLAZING SYSTEM THE GLAZING SYSTEM INDICATED ON THE ARCHITECTURAL PROJECT DOCUMENTS IS INDICATIVE ONLY OF THE DESIGN INTENT. THE WINDOW SUBCONTRACTOR IS RESPONSIBLE FOR THE CORRECT DETERMINATION OF GLASS THICKNESS IN ACCORDANCE WITH AS 1288-1994: GLASS IN BUILDINGS- SELECTIONS AND INSTALLATION; & AS 2008-1996: SAFETY GLAZING MATERIALS IN BUILDINGS. THE WINDOW SUBCONTRACTOR IS TO PROVIDE FULL SHOP DRAWINGS, STRUCTURAL CERTIFICATION AND ALL COMPUTATIONS IN RELATION TO DESIGN WIND PRESSURES, OF THE GLAZING SYSTEM TO BE USED IN THIS PROJECT FOR SUPERINTENDENT APPROVAL PRIOR TO THE ORDERING AND INSTALLATION OF THE GLAZING SYSTEM. ALL FRAMELESS GLASS INSTALLATIONS ARE TO BE DESIGNED PLUS INSTALLED IN ACCORDANCE WITH BCA CLAUSE D2.17 PLUS RELEVANT AUSTRALIAN STANDARDS. SUB-CONTRACTOR TO ENSURE ADEQUATE STRENGTH AND STABILITY OF ALL GLAZED PANELS AND ALL FIXINGS.

ALL STRUCTURAL MEMBERS TO FLOOR, ROOF AND CEILING TO STRUCTURAL ENGINEERS AND/OR MANUFACTURERS SPECIFICATIONS AND DETAILS ALL REINFORCED CONCRETE SLABS TO STRUCTURAL ENGINEERS DETAILS CONTRACTOR TO CONFIRM THAT THE SAFE BEARING VALUE OF THE FOUNDATION MATERIAL IS ADEQUATE FOR THE PROPOSED WORK PRIOR TO COMMENCEMENT OF ANY WORKS STRUCTURAL ENGINEER MUST ISSUE 'A CERTIFICATE OF ADEQUACY" TO CONFIRM THAT THE EXISTING STRUCTURE IS SOUND AND IS ABLE TO CARRY THE NEW LOADS PROPOSED CONTRACTOR TO CHECK ON SITE ALL WINDOW AND DOOR OPENINGS BEFORE ORDERING. ALL WINDOWS AND DOORS ARE TO INCLUDE LOCKS, SCREENS, AND OTHER ACCESSORIES AS REQUIRED.

REFERENCE LEVELS THE EXISTING CONDITIONS INFORMATION SHOWN ON THESE DRAWINGS HAS BEEN PROVIDED BY THE OWNER. PLEASE CHECK ON SITE PRIOR TO PROCEEDING WITH ANY WORKS BASED ON THIS INFORMATION.

FIRE SAFETY MEASURES ALL MEANS OF EGRESS ARE TO COMPLY WITH BCA PART D1: PROVISION FOR ESCAPE. FIRE DOORS - IN ACCORDANCE WITH SPECIFICATION C3.4 OF THE BUILDING CODE OF AUSTRALIA AND AS 1905.1 (COMPONENTS FOR THE PROTECTION OF OPENINGS IN FIRE RESISTANT WALLS- FIRE RESISTANT DOORSETS). ALL MATERIALS, LININGS, SURFACE FINISHES, FITTINGS AND FIXTURES MUST COMPLY WITH BCA CLAUSE C1.10 AND BCA SPECIFICATION C1.10 AND C1.10a: FIRE HAZARD PROPERTIES.

SAMPLES UNLESS OTHERWISE AGREED WITH THE PROJECT MANAGER, PRIOR TO INSTALLATION AND/OR CONSTRUCTION THE CONTRACTOR IS TO PROVIDE A SAMPLE OF EACH ELEMENT SPECIFIED IN THE SCHEDULE OF FINISHES, COMPLETE WITH THE RELEVANT PERFORMANCE CRITERIA FOR REVIEW BY WMK.

SIGNAGE NOTES

FIRE HOSE REEL COVERAGE MUST BE PROVIDED IN ACCORDANCE WITH BCA PART E1.4.

THIS DRAWING REFLECTS DESIGN INTENT ONLY.

SMOKE DETECTION, ALARM AND EXHAUST SYSTEMS TO COMPLY WITH AS 1670 AND SPEC E2.2 OF THE BCA.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM ALL MATERIALS, SIZES, THICKNESSES & FIXING METHODS TO ENSURE ADEQUATE STRENGTH & STABILITY OF ALL ITEMS TO SUIT REQUIRED PERFORMANCE.

ALLOW TO RELOCATE EXISTING AND PROVIDE NEW FIRE SPRINKLERS TO COMPLY WITH THE BCA AND AS2118. ALL PIPEWORK AND FITTINGS SHALL BE SUPPORTED BY HANGERS, BRACKETS AND/OR GUIDES IN ACCORDANCE WITH AS 4118.2.1

ALL SERVICES TO BE DISCONNECTED AS REQUIRED PRIOR TO COMMENCEMENT OF ANY WORKS

CERTIFICATION

ALL MATERIALS AND ASSEMBLIES ARE TO COMPLY WITH BCA CLAUSE AND SPECIFICATION C1.10: FIRE HAZARD PROPERTIES.

U/S SLAB OR STRUCTURE

173

ALL PAINT FINISHES TO BE WATER BASED, HAVE LOW ORGANIC COMPOUNDS AND BE APPLIED IN ACCORDANCE WITH OCCUPATIONAL HEALTH AND SAFETY REGULATION 2001 PART 7

SPECIFICATION NOTES

U/S SLAB OR STRUCTURE

U/S SLAB OR STRUCTURE U/S SLAB OR STRUCTURE U/S SLAB OR STRUCTURE

ALL MDF AND JOINERY BOARDS TO BE CUT AND LAMINATED IN A SAFE AND RISK FREE ENVIRONMENT AS PER MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS.

ALL FIXINGS TO BE HOT DIPPED GALVANISED WITHIN THE POOL ENVIRONMENT

ALL WORK TO REMAIN WITHIN CONFINES OF BOUNDARY GLAZING MATERIALS TO COMPLY WITH AS1288.

U/S SLAB OR STRUCTURE

118 105 124

ALL JOINERY TO BE CONSTRUCTED FROM LOW VOLATILE ORGANIC COMPOUNDS EMISSION MDF. CONTRACTOR TO PROVIDE CERTIFICATION AND MATERIAL SAFETY DATA SHEETS OF COMPLIANCE WITH THE OH&S ACT 2001 PART 6 AND HAZARDOUS SUBSTANCE INFORMATION SYSTEM.

ALL DRAWINGS TO BE READ IN CONJUNCTION WITH MANUFACTURERS SPECIFICATIONS AND DETAILS

PROVIDE WARRANTIES FOR FADE RESISTANCE & DURABILITY OF MATERIALS & CONSTRUCTION OF SIGNS FOR APPROVAL OF SUPERINTENDENT. SUBMIT SHOP DRAWINGS FOR SUPERINTENDENT REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS TO INCLUDE: • SITE MEASURED ASSESSMENT OF FINAL SUPPORT PLATE HEIGHTS & SETOUTS. • STRUCTURAL DETAILS OF MATERIALS, SIZES & FIXINGS. • ILLUMINATION DETAILS INCLUDING FITTINGS SELECTION + INSTALLATION. • DETAILS OF LETTERING + LOGO MATERIAL + APPLICATION. ALL DIMENSIONS TO BE CONFIRMED ON SITE PRIOR TO FABRICATION OF ANY ITEMS.

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

PARTITION SCHEDULE AND CONSTRUCTION NOTES

V1479-DW-AR-V0300

Scale @ A1. Half Scale @ A3

Drawing Size

1:1

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

8400

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1030

3 ____ ____ V0310 4335

2330

2965

4915

1735

840

1125

1325

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V0602

1225

3480

F ____ ____

25000

1645

FLOOR JOINT REFER POOL CONSULTANT AND STRUCTURAL ENGINEER

3280

1815

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3585

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840

410

840

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23°

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910

1030

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830

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160

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695

1125

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7400

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____ ____ C V0601

3330

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3000

610 800

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wmkarchitecture.com ABN 85 164 151 491

RW 45 MIN SC DOOR-SEALED ON 4 SIDES

800

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610

D 10 L01

WT36

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1600

E ____ ____

13440

9 ____ ____

V0602

5040

D ____ ____

V0723

5 ____ ____

V0723

V0602

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

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Description

WT35B

Date

15120

5 ____ ____ B

Client

VIRGIN ACTIVE AUSTRALIA

V0723

850

WT10

WT22B

WT36

850

WT11

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350

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610 610

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855

640

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145

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3115

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1275

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1600 WT11

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1420

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965

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1920

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B ____ ____

480

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7385

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V0601

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1135

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260

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1465

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4315

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3200

8000

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3320

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Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

LEVEL 01 - PARTITION PLAN

V1479-DW-AR-V0301

Scale @ A1. Half Scale @ A3

Drawing Size

1 : 100

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

1d 1e

8400

____ ____ 18 V0741

1030

8400

1030

8400

1030

8400

E ____ ____

____ ____ D

V0602

F ____ ____

1695

V0602

CL MULLION

4915

V0602

10 ____ ____

V0723 D 01 L02

V0723 1200 310 1100

CARDIO

560 565

CARDIO WT01

WT22C

16 ____ ____

1210

4015

2635

615

V0723

3105

WT01

WT07

WT03 WT03

665

1360

D 10 L02

WT04B

WT01

1875

WT03

4510

WT04B D 06 L02

D 14 L02 D 31 L02

COMMS

WT11

WT22C

600

WT30A D 04 L02

585

WT03

645

WT30A

WT03

520

D5 L02

WT34

WT01

WT03

2150 110

WT30B

WT01

WT34

5485

12 ____ ____

WT30B

V0723

WALL RECESSED DRINKING FOUNTAIN

____ ____ 2

WT10

1180

4510

WT30A 690

GROUP EXERCISE

WT02

1865

825

WT30A

645

WT05

WT10 1500

CONTROL ROOM

3825

710

STORE

WT04B D 17 L02

____ ____ B V0601

970

WT02

D 16 L02

WT11

1950

ACCESSIBLE LIFT

WT30A

1265

WT30A

WT02

WT04B

D 24 L02

615

705

V0806

1290

1420

8594

9965

WT30A

TRAINING STRENGTH

____ ____ 21

BOXING STUDIO 130

WT11 1600

1275

WT11

____ ____ C V0601 600

WT10 WT10

WT11

WT10

WT11

7200

MIRROR

610 610

7180

6 ____ ____ V0723

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610

600 600

7200

600

MIRROR

610 805

wmkarchitecture.com ABN 85 164 151 491

600 600

WT10

850

660

WT10

WT30 ACOUSTIC BAFFLE ABOVE CEILING

805

4860

V0601

WT10

2940

4500

WT11

____ ____ C

7110

WT11

V0741 2590

CL MULLION

WT10

STAFF ROOM 110 WT02 1880 500

WT03

120

WT11

V0806

2550

WT30A

WT10

WT30A

3020

1700

WT05

825

WT11

1420

WT10 WT10

1975

WT10

3 ____ ____

D8 L02

EDB

1530

D 19 L02

WT02

700

WT11 WT31 1606

D 12 L02

WT22C

CLIMBING VOID

3490

1500

WT31

WT30B

WT10 710 710

3050

3780

CLEANERS ROOM

WT08

ASSESSMENT ROOM 1

1885

WT30 ACOUSTIC BAFFLE ABOVE CEILING

D 03 L02

1328 1440

8655

6430

13200

WT01

WT02

WT02 1880

WT01

WT02

WT34

WT30A

1710

WT03

V0601

4620

____ ____ B

FUNCTIONAL TRAINING

645 WT05

D 11 L02

WT02

845

MAINTENANCE OFFICE

WT34

WT30A

WT01

D 13 L02 D 09 L02

WT34

110

WT01

D 07 L02

3850

D 18 L02

WT01

2000

SMOKE DAMPER

1635

WT01

EDB

D 15 L02

2040

1580

2280

D 29 L02

V0723

110

11 ____ ____ WT30A

1515

WT30A

WT05

D 02 L02

WT30A

1520 1100 1845

D 28 L02

WT03

1800

V0310

1715

3050

STORE

1020

105

1800

2 ____ ____

1100

110 FOR DETAILED WALL SETOUTS AND SPECIFICATIONS

WT30A WT30A

3045

WALL RECESSED DRINKING FOUNTAIN

UP STORE

WT01

120

4260

WT10

1875

10269

WT07

WT33

V0723

WT01

970

1795

135

600

WT30B

MALE CHANGE

V0601

FUNCTIONAL TRAINING ZONE

WT07

WT30A

WT01

15 ____ ____

A ____ ____

WT01

955

135

4995

1235

WALL RECESSED DRINKING FOUNTAIN

1500

CONTROLS & STORE

WT30A

895

2770

11650

3065

WT02

GROUP EXERCISE 9635

WT33

WT01

CARDIO STAIR VOID

D 25 L02

V0601

STRETCH

2960

20 10

1100

D 26 L02

1210

0 25

A ____ ____

1910

WT30A

650

1030

V0713

1945

____ ____ 8

315

CYCLE STUDIO

1030

D 27 L02

1100

10 ____ ____

WT33

____ ____ E

____ ____ D

V0602

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

13 ____ ____ V0723

____ ____ F V0602

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

LEVEL 02 - PARTITION PLAN

V1479-DW-AR-V0302

Scale @ A1. Half Scale @ A3

Drawing Size

1 : 100

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

2 ____ ____

6 ____ ____

V0704

V0713 80 105

125

1760

215

1555

4555

320

WT11

1715

115

110

130

880

115

880

115

17 ____ ____

WT10

880

115

880

WT11

115

WT19

115

880

115

880

115

130 880

115

WT19

____ ____ B

V0601

WT19

WT11

WT19

____ ____ 7 V0652

TYPICAL SHOWER DETAILS

WT13

WT10

WT13 - HEAD WALL AT 2000mm ABOVE FLOOR LEVEL

3080

WT11

WT10

WT11

____ ____ B

WT10 WT19

WT19

WT10 1400

WT19

WT06

WT06 WT13 2850

V0601

WT11

4 ____ ____ V0652

SAUNA AND STEAM ROOM WALLS, GLAZING & DOORS BY OTHERS

WT10

5 ____ ____ V0652

SAUNA AND STEAM ROOM BY STARPOOL

WT10 WT10 WT10

WT19

WT11

WT19

STEAM BY OTHERS

WT19

1565

WT19

WT10

WT19

2850

WT19

WT10

1560

WT19

WT10 WT12

WT11 FF4

7 ____ ____

WT11

WT12

7 ____ ____

WT11

WT13

WT11 WT11 WT11

V0723

RINSE SHOWERS

WT11

615

WT11

125

2850 WT11

125

ICE FALL PLANT

SAUNA BY OTHERS

WT31

WT19

WT11

WT10

WT11

885

WT13

WT10

____ ____ B

EXPERIENCE SHOWER

ICE FALL

130 115

880

WT10

1560

880

130

110

V0751

WT31

WT19

1745

130

220

3080

WT10

V0601

270

WT19

220

TYPICAL SHOWER DETAILS

WT10

WT19

WT10

130 585

115

WT11

1490

1 ____ ____

WT11

WT10

880

130

880

125

V0751

WT11

115

880

130

880

1 ____ ____

WT10

880

WT10 WT19

1465

1560

WT19

1560

WT19

2280

WT10

WT13

2835

130

1750

115

700 130

130

610

130

765

V0652

9045

V0723

WT10

8435

2795

WT10

6 ____ ____

600

880

130

880

FLOOR DRAINS SHOWN IN GREY

WT10

WT01

600

130

WT10

2850

880

WT02

1280

WT11

WT40

WT01

130

WT41

125

605 115

WT12

WT11

2280

WT41

D 23 L01

WT01

WT11

WT12

WT11

510

120 WT01

110

2210

275

WT10

1790 WT10

120

130

WT19

WT10 880 115

110

130 2130

1565

620

WT11

WT19

1030 1400

1805

UNISEX ACC SHW/WC

WT11

17 ____ ____

1400

WT01

WT02

995

300

WT10

WT11

____ ____ B

WT10

WT12 1305

WT41

WT10

V0723

D 21 L01

WT12

1270

WT02

WT12

V0723

D 20 L01

1775

865

WT01

105

WT12

D 22 L01

815

130

WT12

D 17 L01

110

1925

1970

890

14 ____ ____ V0723

1020

125 110

2685

WT12

FLOOR DRAIN

WT33

1560

D 16 L01

1405

685

1855

1310

1020

970

1020

WT11

4575

1965

D 19 L01

900

450

125

235 125

WT12

ACCESSIBLE LOCKERS

20 CRITICAL

1135

1865

V0703

WT10 WT01

WT12 WT12

WT01

WT11

360

V0703

130

____ ____ 3

WT10

2205

____ ____ 3

D 18 L01

WT11

WT30B

585

1420

PLANT ROOM

UNISEX WT11 WC

8 ____ ____

6270

WT31

WT30B

1900

1905

WT12

900

WT11

WT15

1420

D 20 L01

125

130

WT01

WT11

V0723 880

410 115

470

880 115

1500 130

880 130

880 115

880

210

SCALE 1 : 50

wmkarchitecture.com ABN 85 164 151 491

115

880

115

880

115

880

130

1500

130

880

115

880

115

880

115

880

115

885

125

115

PARTITION PLAN - FEMALE SHOWERS

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610

880

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

PARTITION PLAN - MALE SHOWERS

SCALE 1 : 50

Date

Client

VIRGIN ACTIVE AUSTRALIA

2 ____ ____

1 ____ ____

V0750

PARTITION PLAN - EXPERIENCE SHOWER SCALE 1 : 50

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

PARTITION PART PLANS

V1479-DW-AR-V0310

Scale @ A1. Half Scale @ A3

Drawing Size

1 : 50

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

FINISHES LEGEND

FFXX

FLOOR FINISH - REFER TO FINISHES SCHEDULE FOR DETAILS.

CFXX

CEILING FINISH - REFER TO FINISHES SCHEDULE FOR DETAILS.

WFX

WALL FINISH - REFER TO FINISHES SCHEDULE FOR DETAILS.

GFX

GRAPHIC FILM - REFER TO FINISHES SCHEDULE FOR DETAILS.

FLOOR JOINT REFER POOL CONSULTANT AND STRUCTURAL ENGINEER

V0602

DASHED LINES DENOTE HIGH POINTS. FALL TO FLOOR WASTE @ 1:50 MIN.

WF3

WF6

EXP. SHW.

WF3

FF24

FW.

FLOOR JOINT REFER POOL CONSULTANT AND STRUCTURAL ENGINEER

WF3

WF6

ALL FALLS TO DRAINS ON POOL CONCORSE TO BE DETERMINED BY TILING CONTRACTOR

FLOOR FINISHES NOTES REFER TO FINISHES SCHEDULE FOR ALL FINISHES SPECIFICATIONS.

WF16

SAUNA BY OTHERS

FF22

FF32

FFL 16.450

GF5

FF22 FFL 16.450

WF6

WF6 9

FF2

V0806

WF3

____ ____ A V0601

FF6

FF29

STAIR 01

STAIR VOID

FF6

FF7

WF3

FF6

FF7

PLANT ROOM

FFL 16.450

WF1

WF3

WF1

FF9

GF7

FF8

FFL 15.450

UNISEX ACC SHW/WC WF4 FF30 FFL 15.450

V0653

GF6

RAMP 1:20

GF6

V0650

FF3

RAMP 1:20

GF6

FFL 15.320

FF4

FFL 15.450

GF6

WF3

FALL

2 ____ ____ GF6

V0806

ELEC. RISER

WF1

1500

FF21

THIS DRAWING TO BE READ IN CONJUNCTION WITH SPECIFICATIONS AND DETAILS.

WF5

GF7

WF3 FALL

FF4

WF3

2300

V0704

1250

FF3

FF4

WF1

WF3

1700

WF3

GF6

FF2

FFL 15.035

STORE FF15

COMS RISER 1800X600

WF15 WF1

FEMALE CHANGE

FF3

V0650

FFL 15.450

TOTEM

UP WF1

FF4

FFL 15.450

WF6

GF2/GF3

WF1

MF1

FF4

TILING TO BE UNDERTAKEN TO BS 6431, AS 2358 AND AS 3972:GP AS RELEVANT. GROUT TO BE PROPRIETARY FLEXIBLE PRODUCT TO SUIT THE APPLICATION, COLOURED TO MATCH TILES.

INTERNAL LIFT

PROVIDE SAMPLES OF GROUT AND TILES PRIOR TO INSTALLATION FOR SUPERINTENDENT REVIEW.

FF3 ARRIVAL LIFT

FF3A

WF8

FFL 15.035

WF1

FF3A

ALL SKIRTING TO BE WF13 UNLESS OTHERWISE NOTED.

FF13

ALL BASE BUILDING COLUMNS TO RETAIN CONCRETE FINISH WITH "NAWKAW" PAINT FINISH UNLESS OTHERWISE NOTED. REFER TO FINISHES SCHEDULE FOR SPECIFICATIONS.

WF1 WF1

FF28

8 ____ ____

FF28

GF6

WF3

WF15

WF1

WF1 FF3A

WF8

MF1 FF3A

GF6

WF1

GF6

FF3A

FFL 15.035

GF6

WF1

FFL 15.035

FF3A

MF2

FFL 15.035

MF3 MF4

WF1

WF8

M&B STUDIO 01

UP WF8

WF1

WF8 WF1

FFL 15.050

MF2 GF4

WF3

WF3 WF3 WF3

GF2/GF3

C ____ ____

WF3

V0601 WF3

WF3 WF3

WF3

WF6

WF3

FF19

POWER PLATE

PROGRESSION

FFL 15.035

FF19

3 FF19 ____ ____

FFL 15.450

FFL 15.035

V0804

WF1

WF11

GF6

MIRROR

RUBBER CONTRAST COLOUR INSERT. COLOUR TBC.

WF3

RW 45 MIN SC DOOR-SEALED ON 4 SIDES

7287

MF4

WF3

PLEASE NOTE MECHANICAL & HYDRAULIC REVIT MODEL SHOWN IS TO BE UPDATED. EXACT LOCATION OF SERVICES TO BE CONFIRMED.

FF13

MF3

WF3

PAINTING TO BE UNDERTAKEN TO AS 2311 & AS 2312 & TO BE A 3 PART PROCESS MINIMUM.

GF4

WF8

WF3 WF3

ALLOW TO PAINT WF1 ALL WALLS AND COLUMNS UNLESS OTHERWISE NOTED.

SALES STAFF X2

EDB WF3

ALL WORKS TO BE UNDERTAKEN TO COMPLY WITH RELEVANT CODES AND STANDARDS, INCLUDING WATERPROOFING WHERE APPLICABLE.

FF1

WF7

WF3 V0806

MF4 WF15

THIS DRAWING TO BE READ IN CONJUNCTION WITH SPECIFICATIONS AND DETAILS.

V0601

EXTENT OF PAINT ON PLASTER BOARD

FFL 15.035

FF2

____ ____ 3

B ____ ____

MF3 WF15

WF1 CLEANERS ROOM

WF1

REFER TO FINISHES SCHEDULE FOR ALL FINISHES SPECIFICATIONS.

1465

MF2

MEETING ROOM

WF1

FF31

WF4

MF1

WALL FINISHES NOTES

WF1

FFL 15.035 RETAIN CONCRETE FINISH. APPLY CLEAR SEALANT.

FHR

WF7

WF8

WF15

WF1

WF3

ASSESS. RM 2 WF6

WF15

SALES STAFF X2

RAMP 1:20

GF2/GF3

ADMIN. OFFICE

UTILITY

FFL 15.075 FF4

FF15

WF1

SALES STAFF X3

FF3A

FF21 WF3

FFL 15.035

POOL PLANT

CLIMB ZONE

FFL 15.450

WF3

FF2

WF21 [SIDE OF PIT]

FF4

LINEAR FLOOR DRAIN. ALL FLOOR WASTE AND DRAIN LOCATIONS ARE TO BE CONFIRMED WITH THE SUBCONTRACTOR PRIOR TO CONSTRUCTION.

WF18

WF15

____ ____ 6

+450

FALL

GF7

STAIR 02

WF7

650

WF3

GF6

FFL 15.192

FF4 WF3

FF2

FLOOR WASTE. ALL FLOOR WASTE AND DRAIN LOCATIONS ARE TO BE CONFIRMED WITH THE SUBCONTRACTOR PRIOR TO CONSTRUCTION.

MEETING

FF28

FF11 TYP

FFL 15.035 FF1

LOCKABLE ADMIN

FFL 15.035

BRANDING WALL

WF6

WF5

V0601

MECH PLANT

PILATES STUDIO [20 BED]

FF23

FFL 15.035

WF1 GF6

FF19

C ____ ____

FFL 15.000 WF11

WF1

WF9

GF6

V0601

WF1

WF3

WF1 GF2/GF3

GF7

GF7 GF4

GF2/GF3

GF7

GF2/GF3

GF7

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

GF2/GF3

GF4

WF1

GF4 WF8

B GF5 TO EXTENT OF STUDIO GLAZING

GF7

E ____ ____

D ____ ____

F ____ ____

V0602

Issue A B

Description TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

Date 11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

LEVEL 01 - FINISHES PLAN

V1479-DW-AR-V0401

Scale @ A1. Half Scale @ A3

Drawing Size

1 :1 0 0

ELEC. RISER

LOUNGE

FFL 15.035

FF3A

V0751

SALES STORE

STORE

2300

1 ____ ____

EDB

CLUB MANAGER

RAMP 1:20

WF3

REFER TO FINISHES SCHEDULE FOR ALL FINISHES SPECIFICATIONS.

ALL WORKS TO BE UNDERTAKEN TO COMPLY WITH RELEVANT CODES AND STANDARDS, INCLUDING WATERPROOFING WHERE APPLICABLE.

FF3A

FF3

WF3 WF3

WF1

FHR

FF28

WF3

GF6

MF4

FF29

FALL WF3

B ____ ____

MF3

GF6

FFL 15.035

WF16

MF2

GF6 2250

WF3

DASHED LINES DENOTE HIGH POINTS. FALL TO DRAIN @ 1:50 MIN.

WF1

FFL 15.450

3 ____ ____

WF16

FF28

WF3

GF7

5 ____ ____

FF3

WF1

FLOOR DRAINAGE NOTES

FF31

FF3

MF1

WF4

WF1

PROVIDE CERTIFICATION THAT ALL WET AREAS HAVE BEEN EFFECTIVELY WATERPROOFED PRIOR TO FLOOR FINISH INSTALLATION IN ACCORDANCE WITH AS 3740 AND THE PRODUCT MANUFACTURER'S SPECIFICATIONS.

GF7

2800

WF1

WATERPROOFING TO COMPLY WITH BCA PART F1.7.

FF6 FF10

WF16

GF8

CAFE

SALES

FF4 WF1

FF31

FFL 15.035

WF7

FF28

FFL 15.450 FF4

GROUT TO BE PROPRIETARY FLEXIBLE PRODUCT TO SUIT THE APPLICATION, COLOURED TO MATCH TILES UNLESS OTHERWISE SPECIFIED ON FINISHES SCHEDULE.

900

FF34

CERAMIC AND VITRIFIED TILES TO BE INSTALLED TO COMPLY WITH BS 6431, AS2358, AND AS 3972 WHERE RELEVANT.

FFL 15.035 ESCALATOR FLOOR FINISH BY BASE BUILDING CONTRACTOR

WF3

UNISEX WC FF22

V0742

RECEPTION FF3

WF3

FF28

WF3

TIMBER FLOORING TO BE INSTALLED TO COMPLY WITH AS 1684 PART 2, 3 OR 4 WHERE APPROPRIATE, AND 2796.1.

V0601

4 ____ ____

SALES

FFL 16.450

FF34

WF3

RESILIENT FLOORING TO BE INSTALLED TO COMPLY WITH AS 1884. VINYL SHEET FLOOR TO COMPLY WITH AS 2055.1. VINYL TILE TO COMPLY WITH AS 1889.1

V0742

____ ____ A

WF16

FF22

V0713

____ ____ 3

FF16 FFL 15.035

WF16

WF6

____ ____ 6

FFL 16.450 FF22

CARPET TILES TO BE INSTALLED TO COMPLY WITH AS 1385, IWSE-10. LAYING TO COMPLY WITH AS 2455.2.

FFL 15.035

FF2

FF7

ALL WORKS AND MATERIALS TO BE INSTALLED TO COMPLY WITH RELEVANT CODES AND STANDARDS, INCLUDING AS/NZS 3661.1:1993.

FF25

FF10

RINSE SHW. WF3

PROVIDE SAMPLES OF ALL EXPANSION JOINT STRIPS, GROUT, AND ANY REQUIRED FILLERS AT LEAST 5 DAYS PRIOR TO INSTALLATION FOR REVIEW BY SUPERINTENDENT.

FF3

GF2

FFL 15.035

FF22

STEAM BY OTHERS

SPA

____ ____ 1

WF3

FFL 16.450

FF22 FFL 16.450

FFL 16.450

WF16

INSTALL ALUMINIUM ANGLE STRIPS TO ALL FLOOR JUNCTIONS. ALL FLOOR JUNCTIONS TO BE LEVEL WHERE 2 FINISHES MEET.

FF3

8 FF2

2d UP

WF16

FFL 15.370

FF29 FFL 16.450

ALLOW TO UNDERTAKE ALL NECESSARY FLOOR PREPARATION TO ACHIEVE A LEVEL AND SUITABLE SUBSTRATE FOR NEW FINISH.

CAFE LOUNGE

WF16 FF29 FF22

WF3

FLOOR ACCESS HATCH.

WF16

WF6

FEATURE FLOOR FINISH SETOUT POINT.

FF2 8

GF5

V0711

V0602 FLOOR JOINT REFER POOL CONSULTANT AND STRUCTURAL ENGINEER

FF22 FFL 16.450

WF6

F ____ ____

SALES WALL

WF16

____ ____ 4

D ____ ____

FF2 8

GF5 TO EXTENT OF SPA GLAZING

E ____ ____

Project No.

Date

Drawn By

WMK-1267

31|03|2014

SP|EC

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

FINISHES LEGEND

FFXX

FLOOR FINISH - REFER TO FINISHES SCHEDULE FOR DETAILS.

CFXX

CEILING FINISH - REFER TO FINISHES SCHEDULE FOR DETAILS.

18 ____ ____

V0741

WFX

WALL FINISH - REFER TO FINISHES SCHEDULE FOR DETAILS.

GFX

GRAPHIC FILM - REFER TO FINISHES SCHEDULE FOR DETAILS. FEATURE FLOOR FINISH SETOUT POINT.

____ ____ E

____ ____ F

____ ____ D

V0602

FLOOR ACCESS HATCH.

V0602

FLOOR FINISHES NOTES

WF1

WF1 GF6

REFER TO FINISHES SCHEDULE FOR ALL FINISHES SPECIFICATIONS.

ALLOW TO UNDERTAKE ALL NECESSARY FLOOR PREPARATION TO ACHIEVE A LEVEL AND SUITABLE SUBSTRATE FOR NEW FINISH.

2a WF1

CARDIO

FF16

PROVIDE SAMPLES OF ALL EXPANSION JOINT STRIPS, GROUT, AND ANY REQUIRED FILLERS AT LEAST 5 DAYS PRIOR TO INSTALLATION FOR REVIEW BY SUPERINTENDENT.

FF27 FFL 20.006

GF6

FFL 20.006

CARDIO

ALL WORKS AND MATERIALS TO BE INSTALLED TO COMPLY WITH RELEVANT CODES AND STANDARDS, INCLUDING AS/NZS 3661.1:1993.

2775

CYCLE STUDIO

140

INSTALL ALUMINIUM ANGLE STRIPS TO ALL FLOOR JUNCTIONS. ALL FLOOR JUNCTIONS TO BE LEVEL WHERE 2 FINISHES MEET.

WF12

CARPET TILES TO BE INSTALLED TO COMPLY WITH AS 1385, IWSE-10. LAYING TO COMPLY WITH AS 2455.2. RESILIENT FLOORING TO BE INSTALLED TO COMPLY WITH AS 1884. VINYL SHEET FLOOR TO COMPLY WITH AS 2055.1. VINYL TILE TO COMPLY WITH AS 1889.1

CARDIO

FF26

FUNCTIONAL TRAINING ZONE

FFL 20.007

V0601

940

2200

870 WF1

WF17

FFL 20.006

FF19

CERAMIC AND VITRIFIED TILES TO BE INSTALLED TO COMPLY WITH BS 6431, AS2358, AND AS 3972 WHERE RELEVANT.

V0601

FFL 20.060

FF29

WATERPROOFING TO COMPLY WITH BCA PART F1.7.

FF28

FF29

ALLOW FOR SCREED TO TRANSITION FROM CARPET TO FLOOR TILE FINISH

FF34

WF12

V0805

FF5

WF3

WF1

FF5

STORE 20.006 FFL

FF31

REFER TO FINISHES SCHEDULE FOR ALL FINISHES SPECIFICATIONS. WF12

THIS DRAWING TO BE READ IN CONJUNCTION WITH SPECIFICATIONS AND DETAILS.

WF1

WF3

STORE

WF1

GF5

WATER FOUNTAIN BY OTHERS

7200

WF1

FFL 20.010

FLOOR DRAINAGE NOTES

WF1

UP WF3 FF30

PROVIDE CERTIFICATION THAT ALL WET AREAS HAVE BEEN EFFECTIVELY WATERPROOFED PRIOR TO FLOOR FINISH INSTALLATION IN ACCORDANCE WITH AS 3740 AND THE PRODUCT MANUFACTURER'S SPECIFICATIONS.

1 ____ ____ 3490

FF34

RUBBER FLOORING CUSTOM PATTERNS TBA

GF7

FF14

GROUT TO BE PROPRIETARY FLEXIBLE PRODUCT TO SUIT THE APPLICATION, COLOURED TO MATCH TILES UNLESS OTHERWISE SPECIFIED ON FINISHES SCHEDULE.

GF2

____ ____ A

FFL 20.006 CONTROLS

FF5

TIMBER FLOORING TO BE INSTALLED TO COMPLY WITH AS 1684 PART 2, 3 OR 4 WHERE APPROPRIATE, AND 2796.1.

FF28

FFL 20.016

WF3

FF14

FF27

FF16

FF31

GF5

STAIR VOID 7540

____ ____ A

GROUP EXERCISE

WF1

FF29

10269

STRETCH

4000

EXTENT OF PROJECTION

FF3A

WF1 GF6

GF6 WF1

FFL 20.035

ALL WORKS TO BE UNDERTAKEN TO COMPLY WITH RELEVANT CODES AND STANDARDS, INCLUDING WATERPROOFING WHERE APPLICABLE.

WF1

FF3A GF6

WF1

GF6 WF1

FLOOR WASTE. ALL FLOOR WASTE AND DRAIN LOCATIONS ARE TO BE CONFIRMED WITH THE SUBCONTRACTOR PRIOR TO CONSTRUCTION.

WF1 WF3

WF1

WF3

FALL

FF5 FF29

WF3

FF28

FF5

FF29

FUNCTIONAL TRAINING

WF3

WF1

FF15 DN

WF1

FF5

CLIMBING VOID WF1

UP FF27

20.007 FFL

COMMS

WF1

WF3

WF2

1606

WF1 FF31

WF3

WF1

THIS DRAWING TO BE READ IN CONJUNCTION WITH SPECIFICATIONS AND DETAILS.

WF1

B ____ ____

FFL 20.006 FFL 20.100

STORE FF15

WF1

GF6

CONTROL ROOM

FF3A

PRE-FINISHED RAISED FLOOR

FFL 20.035

FF19

GROUP EXERCISE

ALLOW TO PAINT WF1 ALL WALLS AND COLUMNS UNLESS OTHERWISE NOTED. PAINTING TO BE UNDERTAKEN TO AS 2311 & AS 2312 & TO BE A 3 PART PROCESS MINIMUM.

FF19

FFL 20.016

TILING TO BE UNDERTAKEN TO BS 6431, AS 2358 AND AS 3972:GP AS RELEVANT. GROUT TO BE PROPRIETARY FLEXIBLE PRODUCT TO SUIT THE APPLICATION, COLOURED TO MATCH TILES.

WF1

CLEANERS ROOM

20.450 FFL EDB

GF6 GF6

FF18 WF3

GF6 WF3

ALL SKIRTING TO BE WF13 UNLESS OTHERWISE NOTED. ALL BASE BUILDING COLUMNS TO RETAIN CONCRETE FINISH WITH "NAWKAW" PAINT FINISH UNLESS OTHERWISE NOTED. REFER TO FINISHES SCHEDULE FOR SPECIFICATIONS.

FF3A

WF3

PROVIDE SAMPLES OF GROUT AND TILES PRIOR TO INSTALLATION FOR SUPERINTENDENT REVIEW.

ACCESSIBLE LIFT

OPS x4

FFL 20.035

WF3

GF2/GF3

ALL WORKS TO BE UNDERTAKEN TO COMPLY WITH RELEVANT CODES AND STANDARDS, INCLUDING WATERPROOFING WHERE APPLICABLE.

V0601

WF1

GF6

WF3

REFER TO FINISHES SCHEDULE FOR ALL FINISHES SPECIFICATIONS.

GF2/GF3 FF5

WALL FINISHES NOTES

WF3

FF5

WF3

WF1

STAFF ROOM FFL 20.006

FFL 20.038

FF5 FFL 20.360 FALL

GF7

FF18

WF1 ASSESSMENT ROOM 1 WF1

FFL 20.006 WF1

V0601 FALL

FF3A

LINEAR FLOOR DRAIN. ALL FLOOR WASTE AND DRAIN LOCATIONS ARE TO BE CONFIRMED WITH THE SUBCONTRACTOR PRIOR TO CONSTRUCTION.

WF1

FFL 20.006

MAINTENANCE OFFICE FF31

FFL 20.035

FF12 TYP

WF3

GF6

5000

B ____ ____

WF1

1369

WF5

FF29

WF1

STAFF LOCKERS

WF3

GF7

FF19

WF1

6000

FFL 20.360

WF1

FF28

2200

FALL

PT STANDING BENCH

DASHED LINES DENOTE HIGH POINTS. FALL TO DRAIN @ 1:50 MIN.

EDB

FF5

WF1

715 700

WF1

STAFF KITCHEN

WF1

WF1 GF6 WF1

FFL 20.038

GF6 WF1

WF1

MALE CHANGE

FF18

FF3A

FFL 20.038

20.035 FFL

GF6

WF1

PLEASE NOTE MECHANICAL & HYDRAULIC REVIT MODEL SHOWN IS TO BE UPDATED. EXACT LOCATION OF SERVICES TO BE CONFIRMED.

WF1

FF5

FFL 20.010

WF20

TRAINING STRENGTH

RUBBER FLOORING CUSTOM PATTERNS TBA

WF3

FF18

WF3

20.038 FFL

WF3

BOXING STUDIO

WF3

WF3 FF18

GF6

LINE INDICATES RUBBER COLOUR INSERT TBA

GF2/GF3 WF1

C ____ ____

WF1

FF5

V0601 WF3

WF3

FFL 20.038

C ____ ____

1 ____ ____

FF18

V0804

20.038 FFL

V0601

WF1 WF20

GF2/GF3

GF7

GF2/GF3

B GF7

GF2/GF3

GF7

EMERGENCY EXIT ONLY

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

MIRROR

7200

MIRROR 7200

____ ____ E

____ ____ D

____ ____ F

V0602

Issue A B

Description TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

Date 11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

LEVEL 02 - FINISHES PLAN

V1479-DW-AR-V0402

Scale @ A1. Half Scale @ A3

Drawing Size

1 :1 0 0

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

4 ____ ____

WRAP CONSTRUCTED IN METAL STUD FRAMING WITH MDF LINING FINISH

WF15

13mm PLASTERBOARD PAINTED WHITE 30x100x3mm NOM. STEEL CHANNEL IN BLACK POWDER COAT FINISH w/ CLEAR SILICONE. COLOUR TO MATCH SAPPHIRE'S ANODISED 'KALAMATTA' CODE: M669.

315

WF15

18mm MDF ON 185mm METAL STUD FRAMING AT 400mm CENTRES

285

V0501

5 ____ ____

WF15

V0501

13mm PLASTERBOARD CEILING

3 ____ ____ V0501 200

2617

200

END OF PLASTERBOARD WALL

TV BY OTHERS

100 TOP OF WRAP ABOVE

STRUCTURAL COLUMNS

WF15

WF1

WF15

STRUCTURAL COLUMN

FLOOR COMPOSITION: • 6mm CARPET TILES • 20mm REGUPOL • 24mm STRUCTURAL PLYWOOD • INSULATION • FLOOR STRUCTURE AS PER STRUCT. ENG. SPECS.

3850

MEETING ROOM

____ ____ 4 V0501 STRUCTURAL COLUMN 900

SCALE 1 : 10

MEETING ROOM

CLADDING BY JOINER

3015

TOP OF WRAP DETAIL

WF15

CLADDING BY JOINER

FULL HEIGHT JOINERY. REFER TO JOINERY DETAILS.

V0770

3000

615

125 575

700

1 ____ ____

STRUCTURAL COLUMN

3000

CURTAIN WALL WITH 12mm THICK GLASS

SHS COLUMN AND BEAM FRAMING AS PER STRUCT. ENG. SPECS. IN BLACK POWDER COAT FINISH. COLOUR TO MATCH SAPPHIRE'S ANODISED 'KALAMATTA' CODE: M669.

WF15

CURTAIN WALL WITH 12mm THICK GLASS

GYM 1 FFL 15.035

7 ____ ____

WF15 FLOOR JOISTS AS PER STRUCT. ENG. SPECS.

945

V0501

770

465

200

WF15

GYM 1 FFL

15.035

01 GYM 1 SSL

15.000

STRUCTURAL FRAMING AS PER STRUCT. ENG. SPECS.

FLOOR JOISTS AS PER STRUCT. ENG. SPECS. CLADDING WF15 BY JOINER

6 ____ ____

WF15

V0501 2600

BEAM AS PER STRUCT. ENG. SPECS.

1400

6mm ACRYLIC PANEL TYPE 'AKRIL ARCTIC BREEZE COLOUR BACK' ON 6mm CFC SHEETING

165

TIMBER FRAMING TO SUPPORT ACRYLIC PANEL ON CFC SHEETING. BUILD TO SUIT. WF15

EXISTING BUILDING SHOWN IN GREY

15mm MDF ON 185mm METAL STUD FRAMING AT 400mm CENTRES

WF15

WRAP CONSTRUCTED IN STUD FRAMING WITH MDF LINING FINISH

6mm ACRYLIC PANEL TYPE 'AKRIL ARCTIC BREEZE COLOUR BACK' ON 6mm CFC SHEETING

MEETING ROOM SECTION 1 SCALE 1 : 20

____ ____ 3

100

V0501

____ ____ 4

BOTTOM OF WRAP DETAIL SCALE 1 : 10

WF15

V0502 12

SCALE 1 : 50

30x50x3mm (x2) NOM. STEEL CHANNEL IN BLACK POWDER COAT FINISH w/ CLEAR SILICONE GYM 1 FFL 15.035

CARPET FINISH. ALIGN TOP OF CARPET WITH TOP EDGE OF CHANNEL.

MEETING ROOM PLAN

12mm CURTAIN WALL GLASS

SHS COLUMN AND BEAM FRAMING AS PER STRUCT. ENG. SPECS. IN BLACK POWDER COAT FINISH. COLOUR TO MATCH SAPPHIRE'S ANODISED 'KALAMATTA' CODE: M669.

REGUPOL

ALL 4 POWDERCOATED STRUCTURAL COLUMNS IN MEETING ROOM MEMBERS TO BE MECHANICALLY FIXED ONLY

V0501

WF15

WF15 50

____ ____ 3

STRUCTURAL PLYWOOD

WF15

FLOOR JOISTS AS PER STRUCT. ENG. SPECS.

WF15

6mm ACRYLIC PANEL TYPE 'AKRIL ARCTIC BREEZE COLOUR BACK'

WF15 WF15 6 6 FULL HEIGHT JOINERY. REFER TO JOINERY DETAILS.

MEETING ROOM

STRUCTURAL FRAMING AS PER STRUCT. ENG. SPECS.

CF1

CL + 2.687

STRUCTURAL FRAMING AS PER STRUCT. ENG. SPECS.

GYM 1 FFL 15.035

4 ____ ____

A/P

6mm CFC SHEETING

WRAP CURTAIN WALL DETAIL SCALE 1 : 2

01 GYM 1 SSL 15.000

V0501

WF15

EXISTING CONCRETE SLAB

EXISTING CONCRETE WALL

REFER TO ELECT. ENG. SPECS. FOR CEILING SERVICES AND LIGHTING

WF15

BEAM AS PER STRUCT. ENG. SPECS. FLOOR JOISTS AS PER STRUCT. ENG. SPECS. WF15

WF15 WF15

MEETING ROOM CEILING PLAN

SCALE 1 : 50

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

MEETING ROOM SECTION 2 SCALE 1 : 20

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date B

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

MEETING ROOM & ENTRANCE WRAP PLANS AND DETAILS

V1479-DW-AR-V0501

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

01 GYM 1 SSL 15.000

____ ____ 1 V0503

GRND CEILING 13.000

____ ____ 2 V0503

5 ____ ____ V0503

DASHED LINE INDICATES EXTENT OF CONCEALED LED LIGHTS. REFER TO LIGHTING CONSULTANT'S SPECIFICATIONS.

GROUND

3D ENTRANCE WRAP

SCALE

8.000

ENTRANCE WRAP ELEVATION 2 SCALE 1 : 50

G G

G ____ ____ 3

EXTENT OF WRAP ABOVE

V0501

WF15

EXTENT OF WRAP

EXISTING ESCALATOR

____ ____ 5

V0502

WF15

3000

____ ____ 5

WF15

3035

WF15

EXISTING ESCALATOR

7 ____ ____

6 ____ ____

____ ____ 7

V0712

V0502

GYM 1 FFL 15.035

01 GYM 1 SSL 15.000

V0502

EDGE OF EXISTING BASE BUILDING WALL

WF15

1 ____ ____

WF15

CP3

BOLD DASHED LINE INDICATES EXTENT OF GLASS BAFFLE

V0503

GRND CEILING 13.000

CP1 GLASS BAFFLE CP2

LIGHT DASHED LINE INDICATES EXTENT OF CONCEALED LED LIGHTS. REFER TO LIGHTING CONSULTANT'S SPECIFICATIONS.

____ ____ 1

V0503

4 ____ ____

4925

V0503

2 ____ ____

____ ____ 4

V0502

DASHED LINE INDICATES EXTENT OF CONCEALED LED LIGHTS. REFER TO LIGHTING CONSULTANT'S SPECIFICATIONS.

4 GROUND

8.000

GROUND

ENTRANCE WRAP GROUND FLOOR PLAN SCALE 1 : 50

V0503

ENTRANCE WRAP CEILING PLAN

SCALE 1 : 50

ENTRANCE WRAP SECTION 1

SCALE 1 : 50

ENTRANCE WRAP ELEVATION 1

SCALE 1 : 50

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

ENTRANCE WRAP PLANS AND ELEVATIONS

V1479-DW-AR-V0502

Scale @ A1. Half Scale @ A3

Drawing Size

1 : 50

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

8.000

GRND CEILING 13.000

1805

37°

1835

BASE BUILDING GLAZING FRAME 67

WP12

64°

WP1

BASE BUILDING GLAZING

VITRA BOND - ALUMINIUM COMPOSITE PANEL SCHEDULE

56°

87°

WP4

WP14 WP11

2135

93°

WP3

22 15

2 ____ ____

FINISH

CP1 CP2 CP3

ALUCOBOND SOLID RED-201

BASE BUILDING CEILING PANEL

WALL PANELS

215 0

WP13

93°

WP2

CEILING PANELS

2 ____ ____

87°

V0503

WP1 WP2 WP3

PERFORATED PANEL TO MATCH BASE BUILDING CEILING PANEL

ALUCOBOND SOLID RED-201

WP4 WP5 WP6

SOLID METAL PANEL TO MATCH BASE BUILDING CEILING PANEL

ALUCOBOND SOLID RED-201

WP7 WP8

PERFORATED PANEL TO MATCH BASE BUILDING CEILING PANEL

ALUCOBOND SOLID RED-201

WP9 WP10

SOLID METAL PANEL TO MATCH BASE BUILDING CEILING PANEL

ALUCOBOND SOLID RED-201

WP11 WP12 WP13

PERFORATED PANEL TO MATCH BASE BUILDING CEILING PANEL

ALUCOBOND SOLID RED-201

WP14 WP15 WP16

SOLID METAL PANEL TO MATCH BASE BUILDING CEILING PANEL

ALUCOBOND SOLID RED-201

WP17 WP18

PERFORATED PANEL TO MATCH BASE BUILDING CEILING PANEL

ALUCOBOND SOLID RED-201

WP19 WP20

SOLID METAL PANEL TO MATCH BASE BUILDING CEILING PANEL

ALUCOBOND SOLID RED-201

V0503 50°

WP15

WP5

2080 44°

52°

41°

3 ____ ____ V0503

31°

4580

WP16

134

1280

WP6

65°

WP7

WP17

CLIP-ON VITRA BOND ALUMINIUM COMPOSITE PANEL TO MATCH CEILING PANELS

47°

70 °

31°

0°

37°

135

1255

WP18

WP8

WP9

WP19 77° °

63°

WP10 20

47°

GROUND

WP20

8.000

30°

103°

GROUND

8.000

950

WRAP SECTION

SCALE 1 : 20

ENTRANCE WRAP PANEL SETOUT 1

SCALE 1 : 20

ENTRANCE WRAP PANEL SETOUT 2 SCALE 1 : 20

BASE BUILDING GLAZING FRAME

CLIP-ON BRACKETS

75 GAP

50x75mm RHS NATURAL ANODISED ALUMINIUM SUBFRAMING

CONTINUOUS CONCEALED LED LIGHT

CLIP-ON BRACKETS

TO MATCH GROUND FLOOR CEILING GRID

CLIP-ON VITRA BOND ALUMINIUM COMPOSITE PANEL

50x25mm RHS NATURAL ANODISED ALUMINIUM SUB-FRAMING FOR CONTOUR ONLY (TYP) 50x25mm RHS NATURAL ANODISED ALUMINIUM SUB-FRAMING FOR CONTOUR ONLY (TYP)

WRAP CLIP FIXING DETAIL

SCALE 1 : 1

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

TYPICAL WRAP END CLIP FIXING DETAIL SCALE 1 : 2

Issue

Description

Date

CONSTRUCTION DOCUMENTATION ISSUE

11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

ENTRANCE WRAP DETAILS

V1479-DW-AR-V0503

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

Author

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

E ____ ____

D ____ ____

F ____ ____

V0602

8 ____ ____

3 ____ ____

V0740

V0711

5 ____ ____ V0712

02 GYM 2

20.000

01 - SPANDREL

18.950

1350 450

721

V0740

2 ____ ____ 2200

2500

V0740 3950

25000

POOL CONCORSE FFL 16.450

1525

1450

655

3650

2200

2975

2500

2200

475

1046

300

721

1050 2500 1525

V0711

22.700

10 ____ ____

STEAM

1 ____ ____

02 - SPANDREL

2740

2700

1400

03 PLANT 1 24.100

L1 WET AREA FFL

15.450

1450

01 GYM 1 SSL 15.000

1 ____ ____ B

SECTION AA - POOL SPA SECTION

E ____ ____

D ____ ____

V0602

F ____ ____

V0712

V0602

SCALE 1 : 100

____ ____ E

____ ____ D

____ ____ F

V0602

19 ____ ____ V0741 03 PLANT 1 24.100

6 ____ ____

____ ____ 6

2800

V0713

BASE BUILDING CORE

360

CLIMBING WALL

BASE BUILDING CORE

2440

V0740 02 - SPANDREL

22.700

02 GYM 2

20.000

01 - SPANDREL

18.950

2 ____ ____ V0740

1 ____ ____ V0740

POOL PLANT

POOL CONCORSE FFL 16.450

450

L1 WET AREA FFL

15.450

01 GYM 1 SSL 15.000

SECTION BB

E ____ ____

D ____ ____

F ____ ____

V0602

SCALE 1 : 100

____ ____ E

V0602

____ ____ D V0602

____ ____ F

V0602

4 ____ ____ V0740

1400

03 PLANT 1 24.100

4100

02 - SPANDREL 22.700

2800

V0741

15 ____ ____

7 ____ ____

1 ____ ____

2 ____ ____

V0740

2700

21 ____ ____

V0740 1050

02 GYM 2

____ ____ 14

20.000

01 - SPANDREL 18.950

20 ____ ____

3950

1 ____ ____

3200

2800

V0741

5000

V0740

POOL CONCORSE FFL 16.450

V0713

01 GYM 1 SSL 15.000

____ ____ E

____ ____ D

____ ____ F

V0602

SECTION CC SCALE 1 : 100

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

SECTIONS

V1479-DW-AR-V0601

Scale @ A1. Half Scale @ A3

Drawing Size

1 : 100

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

____ ____ C

____ ____ B

____ ____ A

V0601

2d 2c 2b 2a 03 PLANT 1 24.100

22.700

02 GYM 2

20.000

MIR

2700

V0740

3650

V0740

POOL CONCORSE FFL 16.450

1450

01 - SPANDREL 18.950

2500

10 ____ ____ 3950

2700

2200

2500

V0740 3615

15 MIR ____ ____

1230

V0741

4850

16 ____ ____

300

475

300

8 ____ ____

5000

2700

4100

02 - SPANDREL

B 01 GYM 1 SSL 15.000

MIR

C ____ ____

B ____ ____

V0601

2 ____ ____

220

9730

7 ____ ____

A ____ ____

V0712

V0710

1 ____ ____

3 ____ ____

V0710

V0601

SECTION DD SCALE 1 : 100

2a 2b 2c 2d

____ ____ A

____ ____ B

____ ____ C

V0601

1400

03 PLANT 1 24.100

4100

02 - SPANDREL 22.700

2 ____ ____ 1 ____ ____

2700

MIR

8 ____ ____

MIR

V0740

V0701

02 GYM 2 1050

V0806

01 - SPANDREL 18.950

V0712

V0702 3950

2 ____ ____

V0710

5000

3 ____ ____

MIR

2 ____ ____

20.000

POOL CONCORSE FFL 16.450

L1 WET AREA FFL

15.450

01 GYM 1 SSL 15.000

A ____ ____

7 ____ ____

V0601

SECTION EE

B ____ ____

C ____ ____

V0601

V0712

SCALE 1 : 100

2a 2b 2c 2d

19 ____ ____

V0741

A ____ ____

B ____ ____

V0601

____ ____ 8

5 C ____ ____ V0601

____ ____ 5 V0740

V0713

03 PLANT 1 24.100

02 - SPANDREL

22.700

17 ____ ____

V0741

02 GYM 2

20.000

01 - SPANDREL

18.950

7 ____ ____ V0740 3930

01 GYM 1 SSL 15.000

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

____ ____ A

____ ____ B

____ ____ C

V0601

SECTION FF SCALE 1 : 100

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

SECTIONS

V1479-DW-AR-V0602

Scale @ A1. Half Scale @ A3

Drawing Size

1 : 100

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

350

2700 SCREEN POSTS

27 ____ ____

350

AT 300mm CENTRES

V0722

2 ____ ____

6 ____ ____

V0650

300

V0650 10305

2305

3165

2265

2355 350

300 TYP

300

____ ____ 11

205

350

TOTEM

300 TYP

50x125mm CAPRAL ALUMINIUM EXTRUSION IN ANODISED FINISH TO MATCH SUPPLIER'S KALAMATTA (CODE:M669)

2 ____ ____

V0650

24 ____ ____

V0650

V0722

SINGLE GLAZED CURTAIN WALL WITH 50x125mm MULLIONS AROUND WALL AND DOOR BOUNDARY IN BLACK POWDER COAT FINISH

11 ____ ____ ____ ____ 27 V0650

V0722

L1 WET AREA FFL 15.450

3 ____ ____ 01 GYM 1 SSL 15.000

V0727

01 GYM 1 SSL 15.000

11 ____ ____

TYPE SC3 SCREEN POSTS AT 300mm CENTRES

225

V0727

DOUBLE GLAZED CURTAIN WALL WITH 50x125mm MULLIONS AROUND WALL BOUNDARY IN BLACK POWDER COAT FINISH

PILATES SCREEN WALL PLAN SCALE 1 : 50

____7____

M & B SCREEN WALL ELEVATION 2

SCALE 1 : 50

V0722

27 ____ ____ V0722

SCREEN POST TOP CONNECTION DETAIL

TYPE SC1 AND SC2 SCREEN POST SCREWED TO POST BELOW

14 ____ ____ V0650 SCALE 1 : 5

____ ____ 27

TYPE SC3 SCREEN POSTS AT 300mm CENTRES

50x100mm RECTANGULAR SCREEN POST SECURED TO WALL

V0722

TOP AND BOTTOM OF POST SCREW FIXED TO WALL

1 ____ ____

300

TOTEM BY OTHERS

TOP PLATE SCREW FIXED TO CEILING STRUCTURE

GLAZED WALL

50x100mm RECTANGULAR SCREEN POST SCREW FIXED TO WALL

300 T YP

7775

V0650

____ ____ 24

SCALE 1 : 50

SCREEN POST SCREW FIXED TO POST BELOW

11 ____ ____

V0650

POWER PLATE SCREEN WALL ELEVATION

V0727

3165

01 GYM 1 SSL 15.000

PILATES SCREEN WALL ELEVATION

SCALE 1 : 50

M & B SCREEN WALL PLAN SCALE 1 : 50

01 GYM 1 SSL 15.000

9 7

9 ____ ____

PATTERN INDICATES LOCATION OF SCREEN POSTS WITH LED LIGHTS (SC1)

SCALE 1 : 10

M & B SCREEN WALL ELEVATION 1 SCALE 1 : 50

____ ____ 11

FOR GLAZED WALL BEYOND, REFER TO 5 / V V0653

V0650

TYPICAL SCREEN POST CONNECTIONS

V0740

MF1

V0650

MF4

SCREEN WALL FINISHES SET-OUT SCALE 1 : 5

(50x100mm RECTANGULAR SCREEN POSTS)

10 ____ ____

400

770

____ ____ 13

MF3

TYPICAL ANODISED FINISHES SET-OUT WITH REPEATING MODULE AT EVERY 4 POSTS. TYPICAL FOR ALL INSTALLATIONS OF SC1, SC2 AND SC3 POST TYPES.

____ ____ 4 ____ ____ 12

MF2

15.450 813731/EK9163 ALUMINIUM EXTRUSION

415

L1 WET AREA FFL

01 GYM 1 SSL 15.000

POOL CORRIDOR SCREEN WALL ELEVATION SCALE 1 : 50

C 12 ____ ____

13 ____ ____

V0650

SCALE 1 : 2

LED LIGHT WHERE INDICATED (TYP OF 7)

PATTERN INDICATES LOCATION OF SCREEN POSTS WITH LED LIGHTS (SC1)

SIDE FACING POOL

10 ____ ____

TYPICAL SCREEN POSTS DETAIL - SC3

____ ____ 9 V0650

813731/EK9163 ALUMINIUM EXTRUSION

210 300 180 3500

440 260 240 405 320 260 380 300 360 280 295 275 300 260 300 345 280 320 300 240 295 320 290 250 TYPICAL SET-OUT FOR 4500mm SPACING

TYPICAL SET-OUT FOR 3500mm SPACING

4500

3500

4500

1610

225 320 240 380 280 280 280

3500

SIDE FACING CORRIDOR

SCALE 1 : 50

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

wmkarchitecture.com ABN 85 164 151 491

MIRROR FILM (TYP)

POOL CORRIDOR SCREEN WALL PLAN Issue

SIDE FACING CORRIDOR

4500

27895

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610

813731/EK9163 ALUMINIUM EXTRUSION

Client

VIRGIN ACTIVE AUSTRALIA

TYPICAL SCREEN POSTS DETAIL - SC1 SCALE 1 : 2

TYPICAL SCREEN POSTS DETAIL - SC2 SCALE 1 : 2

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

INTERIOR ELEVATIONS SCREENS

V1479-DW-AR-V0650

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

____ ____ 5

770

V0651

2810

2965

3 13

Y 5T

WF7

2680

2305

WF7

4 ____ ____ 320

V0651

01 GYM 1 SSL 15.000

MIND & BODY CORRIDOR ELEVATION 2 SCALE 1 : 20

5 ____ ____ V0651

REFER TO REFLECTED CEILING PLAN FOR CEILING PANEL AND ROUTING SET-OUTS

770

10x10mm ROUTING AT 100mm CENTRES ON TIMBER VENEER ON 18mm MDF PANELS. ALIGN ROUTING LINES ON WALLS WITH CEILING ROUTING LINES.

T 3250 12

____ ____ 3 V0651

3 13

T 95

B B WF7

WF7

2 ____ ____ V0765 REFER TO JOINERY DETAILS

6 ____ ____

____ ____ 4

V0704

V0651

2 ____ ____ V0765

01 GYM 1 SSL 15.000

SCALE 1 : 20

SPLIT BATTENS

TIMBER VENEER ON 18mm THICK MDF PANEL TIMBER VENEER ON 18mm THICK MDF PANEL BY JOINER

10mm SHADOW GAP GYM 1 FFL

SPLIT BATTENS

15.035

TIMBER VENEER ON 18mm THICK MDF PANEL BY JOINER

01 GYM 1 SSL 15.000

100

MIND & BODY CORRIDOR ELEVATION 1

50 TIMBER VENEER ON 18mm THICK MDF WITH 10x10mm ROUTING AT 100mm CENTRES

3 WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

10mm SHADOW LINE

TIMBER VENEER ON 18mm THICK MDF PANEL

M & B CORRIDOR WALL DETAIL

SCALE 1 : 5

Date

Client

VIRGIN ACTIVE AUSTRALIA

M & B CORRIDOR FLOOR/WALL DETAIL SCALE 1 : 5

M & B CORRIDOR CEILING/WALL DETAIL SCALE 1 : 5

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

INTERIOR ELEVATIONS - M & B CORRIDOR

V1479-DW-AR-V0651

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

A 2a

7 ____ ____

____ ____ 3

V0652

02 GYM 2

20.000

01 - SPANDREL

18.950

500

V0652

WF5

FLOOR DRAIN

980

1650

365

1650

365

1650

WF3

WF6

WF3 WF6

2 ____ ____

WF5

ACCESS PANEL

V0652

WF3 SAUNA AND STEAM ROOM BY OTHERS

2000

WF3

POOL CONCORSE FFL 16.450

SPA SCREEN WALL PLAN

SCALE 1 : 20

____ ____ 3

9 ____ ____

V0652

V0740

RELAX ZONE ELEVATION 1 SCALE 1 : 50

01 - SPANDREL 18.950

LINISHED STAINLESS STEEL CHANNEL TO PERIMETER EDGES.

____ ____ A

____ ____ 7

V0601

V0652

LASER CUT PATTERN ON STAINLESS STEEL SHEET 350 350 350 350

1650

100 300

01 - SPANDREL

18.950

5X CHROME HOOKS EQUALLY SPACED ALONG EXTENT OF WALL AT 1800mm AFL TYPE: BARBEN INDUSTRIES'S PURE ROBE HOOK P-105.

175 50

50 POOL CONCORSE FFL 16.450

20.000

1765

WF3

175

02 GYM 2

SPA SCREEN WALL ELEVATION

POOL CONCORSE FFL 16.450

SCALE 1 : 20

RELAX ZONE ELEVATION 3 02 GYM 2

SCALE 1 : 50

BLOCK BRACING SECURED TO SLAB ABOVE

20.000

01 - SPANDREL 18.950

ACCESS PANEL TO ACCESS ICE DISPENSER 50x80mm LINISHED STAINLESS STEEL CHANNEL SUPPORT SUSPENDED FROM CEILING SUBSTRATE

ICE FLAKES OVERHEAD DISPENSER BY OTHERS LINISHED STAINLESS STEEL SHEET WITH SHS STEEL PACKING BOLTED TO SUSPENDED CHANNEL WF6 1100

6mm THICK LINISHED STAINLESS STEEL SHEETS WITH LASER CUT PATTERN

01 - SPANDREL 18.950

WF6

ICE & SALT BASIN BY OTHERS

WF6

BOTTOM 50x80mm LINISHED STAINLESS STEEL CHANNEL FIXED TO THE TOP OF CONCRETE HOB TO RESTRICT HORIZONTAL MOVEMENT

900 MIN

100

20.000

2000

02 GYM 2

WF6

WF3

SUBSTRATE BY JOINER WF3

POOL CONCORSE FFL 16.450 POOL CONCORSE FFL 16.450

SPA SCREEN WALL SECTION

SCALE 1 : 5

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

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Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

RELAX ZONE ELEVATION 2

SCALE 1 : 50

ICE BASIN SECTION SCALE 1 : 20

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

INTERIOR ELEVATIONS - RELAX ZONE

V1479-DW-AR-V0652

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

3 ____ ____ V0653

WF30

770

COLUMN AT EACH END OF OPERABLE WALL AS PER MANUFACTURER'S SPECIFICATIONS. REFER STRUCTURAL ENGINEER.

ACOUSTIC BAFFLE WALL ABOVE

WF30

WF1

ACOUSTIC BAFFLE WALL ABOVE

311

02 GYM 2 CEILING 22.800

CLEAR FIXED GLAZING

FIXED GLAZING

OPERABLE CLEAR GLAZING PANEL

OPENED POSITION

FOLDING MOTION

2425

OPERABLE GLAZING WITH FIXED GLAZING ABOVE TO BE SUPPLIED AND INSTALLED BY GLIDEROL. GLIDEROL TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO FABRICATION.

OPERABLE CLEAR GLAZING PANEL

POWDERCOAT FINISH TO ALL STEEL FRAMING TO MATCH IN COLOUR SAPPHIRE'S ANODISED 'KALAMATTA' CODE: M669

2 ____ ____

6290

V0653

02 GYM 2

20.000

02 GYM 2

20.000

3 ____ ____ V0653

BOXING STUDIO OPERABLE WALL ELEVATION

SCALE 1 : 20

BOXING STUDIO OPERABLE WALL SECTION SCALE 1 : 20

01 - SPANDREL 18.950

905

1080

1300

920

1265

2000

905

1050

1000

6145

POOL CONCORSE FFL 16.450 SHS STRINGER SUPPORT COLUMN AS PER STRUCT. ENG. SPECS. POWDER COAT TO MATCH STAIR STRINGER.

1615

EXTENT OF HANDRAIL TO POOL SIDE OF GLAZING

WF16

REFER TO STRUCTURAL DRAWINGS FOR FLOOR STRUCTURE DETAILS

01 GYM 1 SSL 15.000

BASE BUILDING DOWNPIPES TO BE ENCLOSED

STEEL POST IN A POWDERCOAT FINISH MECHANICALLY FIXED TO SLABS AT TOP AND BOTTOM. COLOUR TO MATCH SAPPHIRE'S ANODISED 'KALAMATTA' CODE: M669.

POOL ZONE GLAZING ELEVATION 1

SCALE 1 : 50

E 02 GYM 2

____ ____ 9

____ ____ 11

V0650

V0740

01 - SPANDREL 18.950

SCALE 1 : 20

1175

GLASS PANELS AT 1200mm MAX EQ SPACING

1135

JOINT IN GLASS @ FLOOR JOINT. REFER TO PARTITION PLAN.

WF16

2030

GLASS PANELS AT 1200mm MAX EQ SPACING

1115

JOINT IN GLASS @ FLOOR JOINT. REFER TO PARTITION PLAN.

20mm GAP JOINTS WITH CAPPING AT TOP AND BOTTOM TRACKS

1585

L1 WET AREA FFL 15.450 01 GYM 1 SSL 15.000 35

BOXING STUDIO OPERABLE WALL PLAN

20.000

5 WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

POOL ZONE GLAZING ELEVATION 2 SCALE 1 : 50

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

INTERIOR ELEVATIONS

V1479-DW-AR-V0653

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

F 3305

6 ____ ____ V0701

CONTRAST NOSING STRIP COMPOSED TO COMPLY WITH AS 1428 (TYP) STAIR TREAD FINISH

8 ____ ____ V0700

2b 400

355

355 6 00 T

3 ____ ____

1000

BALUSTER BASEPLATE CONTINUOUS ON STAIR TREADS AND RISERS

V0700

____ ____ 4 UP

6 130

3 ____ ____

____ ____ 7

260 TYP

160

CONCRETE PLATFORM & SUPPORTS AS PER STRUCT. ENG. SPECS.

260

8 ____ ____

115

1000

V0700

11 2°

260

465

POOL CONCORSE FFL 16.450

83°

SCALE 1 : 2

180 TYP

1740

TYPICAL STAIR NOSING DETAIL

RETURN TOP PLATE DOWN TO FLOOR

2000

V0700

1000

V0700

130

STAIR SUBSTRATE & STRUCTURE

STAIR RISER FINISH

5 ____ ____

V0700 L1 WET AREA FFL 15.450 1000

V0700

4 ____ ____

V0700

SCALE 1 : 20

335

CONCRETE STEP AS PER STRUCT. ENG. SPECS. 35

204

FLOOR/TREAD COMPOSITION: • 10mm TILE FINISH • 6mm GROUT • BONDEK STRUCTURE AS PER STRUCT. ENG. SPECS.

RISER COMPOSITION: • 6mm REGUPOL BLACK RUBBER LINING TO STAIR RISER • 10mm CFC SUBSTRATE

SCALE 1 : 50

6 ____ ____

SECTION - STAIR 01 FLIGHT 01

335

STAIR 01 - FLIGHT 01 PLAN

1000

01 GYM 1 SSL 15.000

V0700

GYM 1 FFL 15.035 01 GYM 1 SSL 15.000

140

EXISTING L1 CONCRETE SLAB

2d ____ ____ 4 V0700

DETAIL - TIMBER STAIR AT STAIR 1 BASE SCALE 1 : 10

6 ____ ____

318

V0700 2000

10x50mm BLACK POWDER COAT STEEL BALUSTER TOP PLATE MECHANICALLY FIXED TO BALUSTERS

100

1740 130

10 0

130

UP 1

V0701

RISER COMPOSITION: • 10mm TILE FINISH • 6mm GROUT

1000

1820 3346

5 6

V0701

1000

336

260

6°

8 1467

904

REFER TO PLAN

1 ____ ____

Y 0T

TREAD COMPOSITION: • 10mm TILE FINISH • 6mm GROUT • CONCRETE STAIR STRUCTURE AS PER STRUCT. ENG. SPECS.

7 6

4 ____ ____ V0702

2 1

286

178 TYP 3

MIR

10x50mm BLACK POWDER COAT STEEL BALUSTER BASEPLATE FASTENED TO CONCRETE FLOOR WITH COUNTERSUNK ANCHOR BOLTS

1000

203

300

495

POOL CONCORSE FFL 16.450

146°

260

210

174

200

1 ____ ____

600

P TY

130

SHS STRINGER SUPPORT COLUMN AS PER STRUCT. ENG. SPECS. POWDER COAT TO MATCH STAIR STRINGER.

10mm DIA. BLACK POWDER COAT STEEL BALUSTERS MECHANICALLY FIXED TO BASEPLATE AT 100mm CENTRES

10mm DIA. BLACK POWDER COAT STEEL BRACKETS MECHANICALLY FIXED TO BALUSTERS AT MAX. 1500mm CENTRES

REFER TO SECTION

40mm DIA. CONTINUOUS SOLID TASMANIAN OAK HANDRAIL STAINED TO MATCH PACIFIC TEAK IN COLOUR

1000

____ ____ 2

POOL CONCORSE FFL 16.450

V0701 130

260

____ ____ 4 V0700

STAIR 01 - FLIGHT 02 & 03 PLAN

SCALE 1 : 50

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

SECTION - STAIR 01 FLIGHT 02

SCALE 1 : 20

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

DETAIL - CONCRETE STAIR WITH TILE FINISH

SCALE 1 : 5

STAIR 1 BALUSTRADE DETAIL SCALE 1 : 5

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

STAIR 01 DETAILS

V1479-DW-AR-V0700

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

FIX CFC SHEET INTO BONDEK SLAB WITH COUNTERSUNK ANCHORS MIN M10 @ 450 CRS.

RECESS SLAB EDGE BY 20mm TO FIX 600 wide X 20 thick CFC SHEET. CUT AROUND MULLION. FINISH FLUSH WITH TOP OF SLAB

FLOOR/TREAD COMPOSITION: • 10mm TILE FINISH • 6mm GROUT • BONDEK STRUCTURE AS PER STRUCT. ENG. SPECS.

METAL ANGLE. TRIM TOP EDGE TO MATCH LEVEL OF FINISHED FLOOR.

SILICONE SEALANT

GLASS BALUSTRADE PANEL

B PREFORMED BONDEK METAL EDGE/FORMWORK FIXED TO BONDEK SHEET PRIOR TO POUR. REFER STRUCTURAL ENGINEER. VOID

STEEL PLATE AS PER STRUCT. ENG. SPECS. ALLOW FOR BUILD-UP TO SCRABBLED AREA TO EDGE OF SLAB

BRICKWORK SUB-WALL. REFER STRUCTURAL ENGINEER. 01 GYM 1 SSL 15.000

02 GYM 2 300 PFC STRINGER AS PER STRUCT. ENG. SPECS.

STEEL BALUSTRADE AS PER STRUCT. ENG. SPECS. INSTALL AT CENTRE ON EDGE OF TREAD (TYP AT EVERY 3 TREADS).

EXISTING CURTAIN WALL FACADE 260

STEEL BALUSTER PLAN DETAIL SCALE 1 : 5

STEEL CHANNEL INSERT IN MATT BLACK DULUX POWDERCOAT FINISH

STAIR 01 LANDING SECTION

20.000

REFER TO DETAIL 4 / V V0702 FOR RISER AND TREAD COMPOSITION

SCALE 1 : 10

260

45x45 WOOD PACKER

13mm PLASTERBOARD OR TILE FINISH FOLDED 'Z' PLATE AS PER STRUCT. ENG. SPECS.

1004

METAL STUD SECURED TO U/S OF CONCRETE SLAB

4 ____ ____ 300

SEATING ANGLE AS PER STRUCT. ENG. SPECS.

V0701

CLADDING TO UNDERSIDE OF STAIR TO MATCH STRINGER FINISH 20mm METAL FURRING CHANNEL 94

02 GYM 2

1000

20.000

TOP OF STEEL STAIR DETAIL

SCALE 1 : 5

1050

STEEL CAPPING. COLOUR TO MATCH SAPPHIRE'S MATT ANODISED FINISH 'KALAMATTA' CODE: M669.

537

B 14

01 - SPANDREL 18.950

40mm DIA. CONTINUOUS SOLID TASMANIAN OAK HANDRAIL STAINED TO MATCH PACIFIC TEAK IN COLOUR

B 13

STEEL CAPPING. COLOUR TO MATCH SAPPHIRE'S MATT ANODISED FINISH 'KALAMATTA' CODE: M669.

1100

12 11

10mm STEEL BRACKETS IN SAPPHIRE'S MATT ANODISED FINISH 'KALAMATTA' CODE: M669 WELDED TO BALUSTERS AT MAX. 1500mm CENTRES

GLASS PANEL

STEEL BALUSTRADE AS PER STRUCT. ENG. SPECS. WELDED TO THE TOP OF STRINGER IN SAPPHIRE'S MATT ANODISED FINISH 'KALAMATTA' CODE: M669

10 9

4 ____ ____

STEEL BALUSTER AS PER ENGINEERS DETAILS

12mm GLASS PANEL

1110

5000

950

2500

V0702

1100

MIR

100

1000

178 TYP

____ ____ 5 V0701

5 ____ ____ V0701

FINISHED STAIR TREAD TBC 16x16x3mm NOM. INSERT IN SAPPHIRE'S MATT ANODISED FINISH 'KALAMATTA' CODE: M669 w/ CLEAR SILICONE BETWEEN GLASS AND CHANNEL. TYPICAL ON BOTTOM AND BOTH EXTENTS OF GLASS PANEL.

02 GYM 2

100

FOLDED 'Z' PLATE AS PER STRUCT. ENG. SPECS.

SEATING ANGLE AS PER STRUCT. ENG. SPECS.

100

1450

POOL

20.000

STONE TREADS 40

POOL CONCORSE FFL 16.450

225x100mm BLACK POWDER COAT STEEL BASE PLATE ANCHORED TO CONCRETE SLAB w/ COUNTERSUNK ANCHOR BOLTS. STRUCTURAL ENGINEER TO CONFIRM DIMENSIONS.

45x45 WOOD PACKER

300 PFC STRINGER AS PER STRUCT. ENG. SPECS. IN SAPPHIRE'S MATT ANODISED FINISH 'KALAMATTA' CODE: M669

EXISTING CONCRETE SLAB

01 GYM 1 SSL 15.000 MATT BLACK DULUX POWDERCOAT STEEL SHEET WITH MDF SUBSTRATE CLADDING TO UNDERSIDE OF STAIR

SECTION - STAIR 01 FLIGHT 03

SCALE 1 : 20

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

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Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

TYPICAL BALUSTRADE DETAIL SCALE 1 : 5

TYPICAL HANDRAIL DETAIL SCALE 1 : 5

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

STAIR 01 AND TYPICAL BALUSTRADE DETAILS

V1479-DW-AR-V0701

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

____ ____ 3 V0702

1830 130

1569

130

260 600 TYP

GUNNEBO TURNSTILES FOR ENTRY TO CLIMB ZONE BY OTHERS

6 ____ ____

260 TYP

2 3 4 5 35

STEEL OR ALUMINIUM CHANNEL INSERT

V0700

STEEL BALUSTRADE AS PER STRUCT. ENG. SPECIFICATIONS. INSTALL AT CENTRE ON EDGE OF TREAD (TYP AT EVERY 3 TREADS).

TREAD COMPOSITION: • 6mm TILE FINISH • 6mm GROUT • 20mm CFC SHEETING • 20mm REGUPOL RUBBER • TIMBER TREAD AS PER STRUCT. ENG. SPECS.

02 GYM 2

20.000

3845

110

REFER TO SECTION

300 1000 965

260 TYP

260 260

REFER TO PLAN

300 PFC STRINGER AS PER STRUCT. ENG. SPECIFICATIONS

520

RISER COMPOSITION: • 6mm STONE FINISH • 20mm CFC SUBSTRATE

FOLDED 'Z' PLATE AS PER STRUCT. ENG. SPECIFICATIONS WALL MOUNTED HANDRAIL

3 ____ ____

1 12

100

SEATING ANGLE AS PER STRUCT. ENG. SPECIFICATIONS

V0702

MATT BLACK DULUX POWDERCOAT STEEL SHEETING WITH MDF CLADDING SUBSTRATE TO UNDERSIDE OF STAIR

21 20 19

SCALE 1 : 50

45x45 WOOD PACKER

V0701

V0702

1000

STAIR 02 - L01 PLAN

3 ____ ____

5 ____ ____ 18

SCALE 1 : 5

V0702

300

0 215

3 ____ ____

DETAIL - STEEL TREAD

130

EXISTING DOOR

1580 21

20 19

600 TYP 260

260

6 WALL MOUNTED HANDRAIL

260 300

1765

5 ____ ____

210

1259

STRINGER

4 300

V0702

GLASS BALUSTRADE PANEL

STAIR RISER

16 L1 WET AREA FFL 260

3830

HANDRAIL ABOVE

300

3569 130

1000

V0702

1000

175 TYP

1000

4 ____ ____

4105

2340

260

260 TYP

146°

1375

470

260

130

1505

SHS POST AS PER STRUCT. ENG. SPECIFICATIONS

2900

STAIR LANDING SUPPORT HANGER BELOW. REFER TO STRUCT. ENG. SPECS.

12 11

WIDE FLANGE SUPPORT BEAM AS PER STRUCT. ENG. SPECIFICATIONS

15.450

375

1569

4550

1830

130

01 GYM 1 SSL 15.000

170 STEEL BALUSTER

____ ____ 3 V0702

STAIR 02 - L02 PLAN

SCALE 1 : 50

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

SECTION - STAIR 02

SCALE 1 : 20

Issue

Description

Date

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TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

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Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

PLAN DETAIL - BALUSTRADE AT LANDING SCALE 1 : 5

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

STAIR 02 DETAILS

V1479-DW-AR-V0702

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

B 6 ____ ____ V0713 1820

780

4160 6500

260

600

260

1300

600

20 19 18 17 1242

260 TYP

____ ____ 3

1422

____ ____ 3

V0703

260 TYP

____ ____ 3 V0703

V0703

____ ____ 3

16 15 14 13 12 11 10 9

422 REFER TO MECHANICAL DRAWINGS FOR HVAC DETAILS

STAIR 03 - L01 PLAN

SCALE 1 : 50

STAIR 03 - L02 PLAN SCALE 1 : 50

1000

WALL MOUNTED HANDRAIL 300

1000

19 260

02 GYM 2

20.000

01 - SPANDREL

18.950

PLASTERBOARD ON 20mm FURRING CHANNELS

18 17 16 15 14 13 12 11

V0713

2410

1000

____ ____ 6

4 ____ ____ 8

V0703

178 TYP

2500

7 6 5

PRECAST CONCRETE STAIR AS PER STRUCT. ENG. SPECS.

CONCRETE STAIR AS PER STRUCT. ENG. SPECS. CONTRASTING NOSING TILE TO COMPLY WITH AS 1428 (TYP)

4 3 260

300

TILE FINISH INSTALLED DIRECTLY ONTO CONCRETE. SAME FINISH ON TREAD AND RISER. REFER TO FINISHES SCHEDULE. ALLOW FOR 5° FALL FOR EACH TREAD.

1000

REFER TO MECHANICAL DRAWINGS FOR HVAC DETAILS

ACCESS LIFT

REFER TO PLAN

SCREED

REFER TO SECTION

5°

POOL CONCORSE FFL 16.450

L1 WET AREA FFL

15.450

01 GYM 1 SSL 15.000

SECTION - STAIR 03

SCALE 1 : 20

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

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TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

DETAIL - CONCRETE STAIR IN WET AREA SCALE 1 : 5

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

STAIR 03 DETAILS

V1479-DW-AR-V0703

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

____ ____ 8 600

V0704

A 2 ____ ____

260

V0704

2 260

1395

600

260

POOL CONCORSE FFL 16.450

6 EXISTING CURTAIN WALL FACADE

4 ____ ____ V0704 260 TYP

40mm DIA. CONTINUOUS SOLID TASMANIAN OAK STAINED TO MATCH PACIFIC TEAK SUPPORTED ON BLACK POWDERCOAT STEEL BRACKETS.

OPAQUE FILM ON GLAZING

BUILDER TO INSURE STRUCTURAL SUPPORT IS ADEQUATE FOR OCCASIONAL FOOT TRAFFIC.

SILICONE SEALANT

1000

300

260

MALE SHOWER AREA STAIR PLAN SCALE 1 : 20

CONCRETE STAIR TREAD

1000

167 TYP

FLOOR EDGE SUPPORT ANGLE. REFER TO STRUCT. ENG. SPECS.

POOL CONCORSE FFL 16.450

20mm CFC SHEET

4 ____ ____

V0703 1000

600

L1 WET AREA FFL

15.450

300 1000

2 1

L1 WET AREA FFL 15.450

300 SIM

CONCRETE STEP WITH SLANTED TILE FINISH

450

1205

300

V0703

175

1425

4 ____ ____

01 GYM 1 SSL 15.000

G1118

E3 5 3 3 4

175

G11 18

AP T 2 2 BB 3 4

WET AREA STAIR PLAN

SCALE 1 : 20

SECTION - WET AREA STAIR

SCALE 1 : 20

SECTION - STAIR & CURTAIN WALL

SCALE 1 : 10

02 GYM 2

20.000

MALE SHOWER STAIR SECTION SCALE 1 : 20

40mm DIA. CONTINUOUS SOLID TASMANIAN OAK STAINED TO MATCH PACIFIC TEAK SUPPORTED ON BLACK POWDERCOAT STEEL BRACKETS

260

1705

UP 300

FLOOR/RAMP COMPOSITION AT BASE: • 10mm TILE FINISH • SCREED

300 L1 WET AREA FFL

GYM 1 FFL 15.035

V0700

V0704

138 TYP

5 ____ ____

____ ____ 3

CONTINUE SCREED UP TO 70mm THICK

1000

1885

TYP

FLOOR/RAMP COMPOSITION AT TOP: • 10mm TILE FINISH • 6mm GROUT • 20mm CFC SHEETING • 20mm REGUPOL RUBBER • 24mm STRUCTURAL PLYWOOD • TIMBER STRUCTURE AS PER STRUCT. ENG. SPECS. 3° TYP

15.450

01 GYM 1 SSL 15.000

GYM 1 FFL 600

260

520

260

01 GYM 1 SSL 15.000

600

CORRIDOR STAIR 1

SCALE 1 : 20

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

15.035

CORRIDOR STAIR 1 SECTION

SCALE 1 : 20

Issue

Description

Date

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11|02|2014 11|04|2014

Issue

Description

Date

TYPICAL RAMP AND RAISED FLOOR SECTION

Client

VIRGIN ACTIVE AUSTRALIA

SCALE 1 : 5

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

WET AREA STAIRS, CORRIDOR STAIRS AND RAMP DETAILS

V1479-DW-AR-V0704

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

GUTTER SECTION OF POOL STRUCTURE REFER POOL CONSULTANT

SAFETY GLAZING. REFER BASE BUILDING DOCUMENTATION.

ALUMINUM SILL PRESSING TO MATCH BASE BUILDING TRANSOM FINISH @ 3 DEG SLOPE MIN AWAY FROM FACADE. POST PAINTED, 2015 MARINE POWDER, AND ALL EDGES FULLY SEALED.

STAINLESS STEEL ANGLES

____ ____ 4 GRATING - REFER POOL CONSULTANT

EXPANSION JOINT

FINGER GRIP TILE - REFER FINISHES SCHEDULE

VAA TO IMPLEMENT MAINTENANCE REGIME TO ENSURE WATER AND CONDENSATION BUILDUP IS REMOVED REGULARLY. SILICON SEAL TO BE MAINTAINED ANNUALLY.

TILES. REFER FINISHES SCHEDULE

WATERPROOF MEMBRANE BANDAGE

WATERPROOF MEMBRANE TO BE CONTINUOUS UP AND OVER HOB

WATERPROOF MEMBRANE BANDAGE

NEW POOL CONCOURSE SLAB REFER STRUCTURAL ENGINEER

3°

FALL TO DRAIN

POOL CONCORSE FFL 16.450

FALL TO DRAIN

SCREED

NEW POOL CONCOURSE SLAB REFER STRUCTURAL ENGINEER

180

STAINLESS STEEL U CHANNEL. NON-SHRINK GROUT/SILICONE TO 'LOCK IN' FIBRE CEMENT SHEET HOB TO CHANNEL. REFER STRUCTURAL ENGINEER

PERMANENT CFC FORMBOARD ACROSS ENDS OF ULTRAFLOOR BEAMS & BASE OF BEAMS. REFER STRUCTURAL ENGINEER.

WATERPROOF MEMBRANE TO MANUFACTURERS SPECIFICATION OVERLAPPED ONTO MEMBRANE BELOW

COMBIFLEX JOINT

POOL

BACKPAN TO BE POST PAINTED, 2015 MARINE POWDER, AND ALL EDGES FULLY SEALED. (TO PREVENT ANY FUTURE CORROSION ON SURFACE).

CORKING TO JOINT

BASE BUILDING TRANSOM MODULE LEVEL @ 1500mm ABOVE SSL

TILES OVER MEMBRANE OVER CFC SHEET HOB

C AP

POOL TILE. REFER FINISHES SCHEDULE

V0710

POOL GUTTER TO CONCOURSE SECTION DETAIL

POOL CONCORSE TO FACADE SECTION DETAIL - SLOPED FACADE SCALE 1 : 5

SCALE 1 : 5

STEEL COLUMN. REFER STRUCTURAL ENGINEERS DETAILS.

ALUMINUM SILL PRESSING. FINISH TO MATCH BASE BUILDING TRANSOM FINISH @ 3 DEG SLOPE MIN AWAY FROM FACADE. FIXED TO FACADE.

FOLDED BACK PAN TO MATCH BASE BUILDING DETAIL. BACKPAN TO BE POST PAINTED, 2015 MARINE POWDER, AND ALL EDGES FULLY SEALED. (TO PREVENT ANY FUTURE CORROSION ON SURFACE). INSULATION

VAA TO IMPLEMENT MAINTENANCE REGIME TO ENSURE WATER AND CONDENSATION BUILDUP IS REMOVED REGULARLY

WATERPROOF MEMBRANE TO MANUFACTURERS SPECIFICATION OVERLAPPED ONTO MEMBRANE BELOW WATERPROOF MEMBRANE TO MANUFACTURERS SPECIFICATIONS, OVER SCREED LAID TO FALL @ 1:50 MIN SLOPE TO FLOOR DRAINS.

SEAL

FALL TO DRAIN

METAL PLATE TO CONTAIN SCREED SECURED TO CONCRETE SLAB

EXISTING FACADE MULLION 01 GYM 1 SSL 15.000

SEALANT TO ALL EDGES TO PREVENT ANY WATER EGRESS.

POOL CONCORSE FLASHING PLAN DETAIL SCALE 1 : 5

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

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TENDER DOCUMENTATION ISSUE FOR DISCUSSION CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 18|02|2014 11|04|2014

Issue

POOL FACADE SECTION DETAIL SCALE 1 : 5

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

CONSTRUCTION DETAILS POOL AREA

V1479-DW-AR-V0710

Scale @ A1. Half Scale @ A3

Drawing Size

1:5

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

BLACK PAINTED MARINE PLYWOOD ACCESS PANELS INSET TO EITHER END OF ENCLOSURE. PANELS TO BE LOCKABLE AND HAVE CONCEALED HINGES.

910 OVERFLASHING CHASED INTO SPA WALL. INDICATIVE ALUMINIUM FLASHING. TBC - POST PAINTED, 2015 MARINE POWDER, AND ALL EDGES FULLY SEALED. COLOUR TO MATCH BASE BUILDING TRANSOM FINISH FIXED TO FACADE.

TILES. REFER FINISHES SCHEDULE

FULLY SEAL INTERNAL GLASS TO PROTECT UNICIL TAPE FROM MOISTURE

GPO LOCATED AT END OF ENCLOSURE FOR ACCESS.

INDICATIVE ALUMINIUM FLASHING. TBC - POST PAINTED, 2015 MARINE POWDER, AND ALL EDGES FULLY SEALED. COLOUR TO MATCH BASE BUILDING TRANSOM FINISH FIXED TO FACADE.

TBC BY POOL CONSULTANT

300

400

OUTLINE OF POOL BLANKET BELOW

VAA TO IMPLEMENT MAINTENANCE REGIME TO ENSURE WATER AND CONDENSATION BUILDUP IS REMOVED REGULARLY

FLASHING TO LINE THROUGH TO SPA GUTTER FLASHING VIROWOOD DECKING TO MANUFACTURERS SPECIFICATIONS. SCREW FIXED TO TIMBER FRAMING TO ALLOW REMOVAL FOR MAINTENANCE OF POOL BLANKET IF REQUIRED. REFER FINISHES SCHEDULE.

BASE BUILDING TRANSOM MODULE LEVEL @ 1500mm ABOVE SSL

TILES. REFER FINISHES SCHEDULE

STAINLESS STEEL L ANGLE. REFER STRUCTURAL ENGINEER

215

MEMBRANE UNDER FLASHING INTO POOL CATCH TRAY

POOL CONCORSE FFL 16.450 8470

POOL CONCORSE FFL 16.450

POOL

CONTINUOUS SEAL TO GUTTER REFER TO POOL CONSULTANT FOR GUTTER INFORMATION

BACKPAN TO BE POST PAINTED, 2015 MARINE POWDER, AND ALL EDGES FULLY SEALED. (TO PREVENT ANY FUTURE CORROSION ON SURFACE). 150

PERMANENT CFC FORMBOARD ACROSS ENDS OF ULTRAFLOOR BEAMS & BASE OF BEAMS. REFER STRUCTURAL ENGINEER.

250

110 DRAINAGE PIPE INDICATIVE ONLY

SPA 3 ____ ____

0.55mm S.S 316 FLASHING. SEAL EDGES TO PREVENT MOISTURE MOVEMENT.

FOLDED BACK PAN TO MATCH BASE BUILDING DETAIL

V0711 GPO LOCATED AT END OF ENCLOSURE FOR ACCESS.

BACKPAN TO BE POST PAINTED, 2015 MARINE POWDER, AND ALL EDGES FULLY SEALED. (TO PREVENT ANY FUTURE CORROSION ON SURFACE). GUTTER AND SPA STRUCTURE AS PER POOL CONSULTANTS DRAWINGS

TILES. REFER FINISHES SCHEDULE

POOL CONCORSE TO FACADE SECTION DETAIL - VERTICAL FACADE

POOL BLANKET PLAN SCALE 1 : 50

SCALE 1 : 5

910 0.55mm S.S 316 FLASHING. SEAL EDGES TO PREVENT MOISTURE MOVEMENT.

VIROWOOD DECKING BOARD TO MANUFACTURERS SPECIFICATIONS. SCREW FIXED TO ALLOW REMOVAL FOR MAINTENANCE OF POOL BLANKET. REFER FINISHES SCHEDULE

01 GYM 1 SSL 15.000

50x3SHS STAINLESS STEEL FRAME STRUCTURE AT 600mm MAX. O/C AS PER STRUCT. ENG. SPECIFICATIONS TIMBER FRAMING BETWEEN AS REQUIRED FOR FIXING OF VIROWOOD DECKING BOARD AS PER MANUFACTURERS SPECIFICATIONS

M12

SUNBATHER DUAL AR-1 ROLLER AND BLANKET GREY/SILVER

50x3SHS STAINLESS STEEL FRAME STRUCTURE AT 300mm MAX. O/C AS PER STRUCT. ENG. DETAILS 453

M12

235

T14x15

M16

M12 M12

653

WATERPROOF GPO AS PER ELECT. ENG. SPECIFICATIONS TO END OF ENCLOSURE

EXPOSED 50x3SHS CENTRE SUPPORT BEYOND AS PER STRUCT. ENG. DETAILS

PBL

220

50x3SHS STAINLESS STEEL FRAME STRUCTURE (TYP) AS PER STRUCT. ENG. DETAILS

100

C TILE FINISH (TYP). REFER FINISHES SCHEDULE

P10x12

200

HSA-M12

REFER STRUCTURAL ENGINEER FOR FIXING DETAILS

420

FALL TO DRAIN

M12

POOL AND HOB STRUCTURE AS PER POOL CONSULTANTS DRAWINGS POOL CONCORSE FFL 16.450

P10x 12

SCREED

P10x12

POOL

NEW POOL CONCOURSE SLAB. REFER STRUCTURAL ENGINEER.

SPA FLOOR JUNCTION & FACADE SECTION DETAIL

CONDUITS FOR MOTOR CABLES. (EARTHING BY OTHERS). REFER TO ELECT. ENG. SPECIFICATIONS.

SCALE 1 : 5

BALANCE TANK

ALLOW FOR DRAINAGE FROM BLANKET INTO BALANCER TANKS BELOW EXPANSION JOINT 1300

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

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Description

Date

POOL BLANKET SECTION DETAIL

Client

VIRGIN ACTIVE AUSTRALIA

SCALE 1 : 5

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

CONSTRUCTION DETAILS POOL AREA

V1479-DW-AR-V0711

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

GENERAL NOTES: • ALL BAFFLES TO BE 450mm MIN. FROM LOWEST POINT OF BAFFLE EXTENT.

E STAINLESS STEEL HANDRAIL

NON-CORROSIVE STAINLESS STEEL CHANNEL TO SUIT GLASS THICKNESS.

15mm TOUGHENED GLASS BALUSTRADE TO ENGINEERS DETAILS

CEILING SUPPORT SYSTEM

01 - SPANDREL

POOL AREA

RECEPTION ZONE

CF5

REFER TO MANUFACTURERS SPECIFICATIONS AND DETAILS

CF10

PARKLEX SECRET FIXING SYSTEM. REFER MANUFACTURERS DETAILS

18.950

CF1

BAFFLE SECURED TO CEILING SUPPORT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS

BOTTOM PLATE OF BULKHEAD FRAMING ABOVE STEEL OR ALUMINIUM ANGLE (SIZED TO SUIT) SECURED TO BASE PLATE ABOVE

BAFFLE GLASS PANEL

B SELECTED TILE TO MATCH RECEPTION SIDE WALL.

SELECTED TILE TO MATCH CORRIDOR SIDE WALL

215

FASTENER AS PER MANUFACTURERS SPECIFICATIONS

450 MIN. 730

ALUMINIUM CAPPER

215 BAFFLE SECURED TO ANGLE AS PER MANUFACTURERS SPECIFICATIONS

90 CONTINUOUS NONSHRINK GROUT 45 SELECTED TILE. REFER ELEVATIONS & FINISHES SCHEDULE

SELECTED POOL CONCOURSE TILE. REFER FINISHES SCHEDULE

POOL CONCORSE FFL 16.450

SELECTED POOL CONCOURSE TILE. REFER FINISHES SCHEDULE

CONTINUOUS NONSHRINK GROUT

200

ROUNDED CORNER TILE

SELECTED TILE. REFER ELEVATIONS & FINISHES SCHEDULE

SCALE 1 : 5

BAFFLE DETAIL AT GRID LINE E

SCALE 1 : 5

BAFFLE TO BULKHEAD JUNCTION DETAIL SCALE 1 : 2

POOL STRUCTURE. REFER POOL CONSULTANT.

180

CAST IN SITU TOPPING AND HOB. REFER STRUCTURAL ENGINEER.

POOL GLAZING CEILING DETAIL

MIN. REFER STRUCTURAL ENGINEER. EXPANSION JOINT IN TILES

MIN. REFER STRUCTURAL ENGINEER.

EXISTING L2 CONCRETE SLAB

EXPANSION JOINT IN TILES

13mm PLASTERBOARD

20mm METAL FURRING CHANNEL

190 MASONRY BLOCK SUPPORT WALL. REF STRUCTURAL ENGINEER

METAL STUD

110 BRICK INFILL WALL. REF STRUCTURAL ENGINEER

EXISTING BULKHEAD

VOID

RECEPTION ZONE

9mm FC SHEET PACKER PANEL

EXISTING GROUND FLOOR CEILING

PARKLEX PANEL SECRET FIXED. REFER TO FINISHES SCHEDULE AND MANUFACTURERS DETAILS AND SPECIFICATIONS.

CORRIDOR ZONE

BAFFLE SECURED TO EXISTING CEILING SUPPORT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS

4 ____ ____

V0712

450 MIN.

BAFFLE. 10mm CLEAR GLASS PANEL

REFER TO POOL CONTRACTOR/CONSULTANT FOR FINISH TO POOL AND AREAS BELOW POOL CONCOURSE.

WATERPROOF MEMBRANE TO MANUFACTURERS SPECIFICATIONS, OVER SCREED LAID TO FALL @ 1:50 MIN SLOPE TO FLOOR DRAINS.

15.450

5 FALL TO DRAIN

BAFFLE. 10mm CLEAR GLASS PANEL

450 MIN

L1 WET AREA FFL

TYPICAL BAFFEL DETAIL AT STAIR 01 VOID SCALE 1 : 5

TYPICAL BAFFLE DETAIL AT ESCALATOR VOID SCALE 1 : 5

FALL TO DRAIN

01 GYM 1 SSL 15.000

POOL TO RECEPTION DETAIL

SCALE 1 : 5

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

POOL TO GLASS WALL DETAIL SCALE 1 : 5

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Date

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TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

CONSTRUCTION DETAILS POOL AREA

V1479-DW-AR-V0712

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

EC/SR

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

B B 03 PLANT 1 24.100

FLOOR COMPOSITION: • 10mm TILE FINISH • SCREED • WATERPROOF MEMBRANE • 20mm CFC SHEETING • FLOOR STRUCTURE AS PER STRUCT. ENG. SPECS.

2 ____ ____ V0713 EXISTING CURTAIN WALL FACADE

SILICONE SEALANT

BUILDER TO INSURE STRUCTURAL SUPPORT IS ADEQUATE FOR OCCASIONAL FOOT TRAFFIC.

NATURAL ANODISED ALUMINIUM ANGLE. TRIM TOP EDGE TO MATCH LEVEL OF FINISHED FLOOR.

FINISHED FLOOR

WATERPROOF MEMBRANE CONTINUOUS OVER EDGE OF FLOOR STRUCTURE

TIMBER FLOOR BEARERS AS PER STRUCT. ENG. SPECS.

15.450

450 (FEMALE CHANGEROOM)

TIMBER FLOOR JOISTS AS PER STRUCT. ENG. SPECS.

20mm CFC SHEET PRE-PAINTED WHITE

350 (MALE CHANGEROOM)

L1 WET AREA FFL

WT30A WT01

APPROX. CHECK DP'S ON SITE PRIOR TO CONSTRUCTION

02 GYM 2 CEILING 22.800 500

505

G1118

AP T 2 2 BB 3 4

175

ANGLE TO CONTAIN SCREED. REFER TO STRUCT. ENG. SPECS.

G11 18

E3 5 3 3 4

400

FLOOR EDGE SUPPORT ANGLE. REFER TO STRUCT. ENG. SPECS.

POWDERCOATED STEEL SHROUD TO ENCLOSE BASE BUILDING DOWNPIPES. COLOUR TO MATCH COLUMNS. COLOUR SAMPLE TO BE PROVIDED TO ARCHITECT FOR APPROVAL.

NEW PLASTERBOARD CEILING WITH ACOUSTIC INSULATION ABOVE

EXISTING L1 CONCRETE SLAB

SHROUD TO BE FIXED USING HIDDEN CLIPS

CFC SHEET

EXISTING COLUMN

WET AREA FLOOR SECTION

WET AREA FLOOR TOP EDGE DETAIL

SCALE 1 : 10

SCALE 1 : 2

WT30A

TYPICAL DOWNPIPE SHROUD DETAIL SCALE 1 : 5

B 02 GYM 2

20.000

4 ____ ____ V0713

GROUP EXERCISE WALL TO CEILING DETAIL

3 ____ ____

SCALE 1 : 20

V0703 01 - SPANDREL

18.950

FINISH COMPOSITION: • 10mm TILE • 10mm GROUT • 9mm CFC SHEET

METAL ANGLE ALL AROUND. TRIM TOP EDGE TO MATCH LEVEL OF FINISHED FLOOR (TYP).

BUILDER TO INSURE STRUCTURAL SUPPORT IS ADEQUATE FOR OCCASIONAL FOOT TRAFFIC.

LIFT POST

GATE

SILICONE SEALANT TILE FINISH TO WRAP ON TOP 9mm CFC SHEET

V0713 900

EXISTING CURTAIN WALL FACADE

21mm CFC SHEET

REFER TO FFE SCHEDULE FOR LIFT CHAIR LIFT SPECIFICATION

TIMBER FRAMED NIB WALL COMPOSED OF: • 10mm TILE • 9mm CFC SHEET • 90mm FRAMING

CL1 1000

9mm CFC SHEET

21mm CFC SHEET

350

5 ____ ____

SUPPORT ANGLE TO SUIT

UPPER LEVEL CALL STATION MOUNTED ON LIFT POST

560

350

GLASS BALUSTRADE ON CONCRETE SLAB. MASONRY BLOCK WALL BELOW. REFER STRUCTURAL ENGINEER.

9mm FC SHEET PRE-PAINTED WHITE

LOWER LEVEL CALL STATION

THRESHOLD COVER PLATE POOL CONCORSE FFL 16.450

TIMBER CONSTRUCTION TO SUIT

BUILDER TO PROVIDE POWER SUPPLY. REFER TO ELECT. ENG. SPECS.

1000

01 GYM 1 SSL 15.000

L1 WET AREA FFL

DRY PLANTER BOX PLAN

SCALE 1 : 20

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

DRY PLANTER BOX SECTION 1 SCALE 1 : 10

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Date

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TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

DRY PLANTER BOX SECTION 2

Client

VIRGIN ACTIVE AUSTRALIA

ACCESS LIFT SECTION SCALE 1 : 20

SCALE 1 : 10

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

CONSTRUCTION DETAILS

V1479-DW-AR-V0713

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

SR/EC

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

15.450

3 ____ ____

____ ____ 6

V0751

300

HS:11(C)

V0751

HS:11(C) 440

440

REFER FINISHES PLANS FOR SPEC

____ ____ 6 V0751

8 ____ ____ V0751

JF5

BF09

JF5

SHOWER DOOR LOCK/HANDLE: LOCKWOOD 88 SERIES SURFACE MOUNTED TOILET BOLTS WITH EMERGENCY RELEASE FROM OUTSIDE. - SATIN CHROME FINISH. JF5

WF5

JF5 440

210

2440 MALE

BF09

TYP 114

2800 FEMALE

BF09

TYP 880

2400

TYP 114

GAPS TO FLOOR TILES TO DRAIN INTO TRAY BELOW

WF3

600 BF01

BF09

HS:11(C)

SHOWER PARTITION BRACKET IN SATIN CHROME FINISH TO MATCH DOOR LOCK

100

TYPICAL SHOWER PLAN

SCALE 1 : 20

TYPICAL SHOWER RCP

L1 WET AREA FFL

SCALE 1 : 20

15.450

TYPICAL SHOWER ELEVATION 01

L1 WET AREA FFL

SCALE 1 : 20

WT10 HS:11(C)

1000

400

V0751

1100

SHOWER PARTITION DOOR HINGE IN SATIN CHROME FINISH TO MATCH DOOR LOCK

V0751

1100

5 ____ ____

BF01

1100

HS:11(M)

4 ____ ____

15.450

L1 WET AREA FFL 15.450

TYPICAL SHOWER ELEVATION 02

SCALE 1 : 20

TYPICAL SHOWER ELEVATION 03 SCALE 1 : 20

WT10

WATERPROOF MEMBRANE OVER FC SHEET TILES. REFER FINISHES PLAN. TILE TO RUN INTO RECESS IN SHOWER TRAY. PREFABRICATED SHOWER TRAY. REFER MANUFACTURER.

WATERPROOF MEMBRANE TO BE CONTINUOUS OVER RECESSED FLOOR FOR SHOWER TRAY TILES OVER WATERPROOF MEMBRANE L1 WET AREA FFL

BF08

15.450

JF17 RECONSTITUTED STONE CAPPING

SCREED

2x LAYERS OF 6mm ACRYLIC COLOUR BACK SHEETING

110

WF3

270

1600

HS:11(M)

7 ____ ____

L1 WET AREA FFL

V0751

15.450

01 GYM 1 SSL 15.000

TYPICAL SHOWER SECTION SCALE 1 : 20

10mm REGIPOL OR EQUIVALENT ACOUSTIC RUBBER MATT

NOTES

SHOWER BASE SECTION DETAIL

SCALE 1 : 5

TYPICAL SHOWER WALL/DOOR PLAN DETAIL SCALE 1 : 5

1. REFER TO FFE SCHEDULE AS PART OF ARCHITECTURAL SPECIFICATION APPENDICES FOR FIXTURES AND FITTINGS SPECIFICATION. 2. REFER TO FINISHES SCHEDULE AS PART OF ARCHITECTURAL SPECIFICATION APPENDICES FOR WALLS AND FLOOR FINISHES SPECIFICATION. 3. FOR PLUMBING RELATED FIXTURES AND FITTINGS REFER TO HYDRAULIC ENGINEERS FF&E SCHEDULE FOR SPECIFICATION. 4. TILE CORNER ANGLES TO EXTERNAL CORNERS.

WATERPROOFING WATERPROOFING TO COMPLY WITH BCA PART F.17: WATERPROOFING OF WET AREAS.

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

TYPICAL WET AREA DETAILS SHOWER

V1479-DW-AR-V0751

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

____ ____ 5 V0753

162

395 880

600

BF03

HS:08

500 20

300

500

V0753

380

1035

880

500

EQ 600

HS:08

3 ____ ____

V0753

6 ____ ____

BF03

____ ____ 5

150

BF03

860

TOILET PARTITION DOOR HINGE IN SATIN CHROME FINISH TO MATCH DOOR LOCK

BF08

HS:08

WF3

2000

1800

2000

BF10

HS:08 780

200

BF10

HS:08

1000

800

01 GYM 1 SSL 15.000

900

TOILET PARTITION DOOR HINGE IN SATIN CHROME FINISH TO MATCH DOOR LOCK

TYPICAL TOILET CUBICLE SECTION

SCALE 1 : 20

TYPICAL TOILET CUBICLE FRONT ELEVATION SCALE 1 : 20

TYPICAL TOILET CUBICLE REAR SECTION SCALE 1 : 20

BF10

1630 20

1650

1650 02 GYM 2 CEILING 22.800

FEMALE WET AREA TOILET CUBICLES SCALE 1 : 20

MALE WET AREA TOILET CUBICLES SCALE 1 : 20

WF3

HS:09

NOTES

905

1. REFER TO FFE SCHEDULE AS PART OF ARCHITECTURAL SPECIFICATION APPENDICES FOR FIXTURES AND FITTINGS SPECIFICATION.

395

500

380

2. REFER TO FINISHES SCHEDULE AS PART OF ARCHITECTURAL SPECIFICATION APPENDICES FOR WALLS AND FLOOR FINISHES SPECIFICATION.

235

02 GYM 2

20.000

3. FOR PLUMBING RELATED FIXTURES AND FITTINGS REFER TO HYDRAULIC ENGINEERS FF&E SCHEDULE FOR SPECIFICATION. 4. TILE CORNER ANGLES TO EXTERNAL CORNERS.

WATERPROOFING

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

15.450

250 150

HS:08

900

700 CLEAR

720

BF10

ACCESS PANEL

L1 WET AREA FFL

EQ 300

20 EQ EQ

HS:08

200

BF03

900

700 CLEAR

720

BF10

200

BF03

BF03 610

EQ HS:08

EQ 300

BF10

JF17

880

600

250

HS:08

V0753

200

10mm REGIPOL OR EQUIVALENT ACOUSTIC RUBBER MATT

BF03

JF5

TOILET DOOR LOCK/HANDLE: LOCKWOOD 88 SERIES SURFACE MOUNTED TOILET BOLTS WITH EMERGENCY RELEASE FROM OUTSIDE IN SATIN CHROME FINISH.

BF10

300

EQ 300 600

____ ____ 3

JF17

SELECTED TILES OVER WATERPROOF MEMBRANE, OVER SCREED, ON 20mm FIBRE CEMENT SHEET, ON RAISED PLATFORM (450) TO STRUCTURAL ENGINEERS DETAILS

1600

880

600

880

EQ 600

HS:08

BF03 250

BF03

350

BF03

HS:08

WF3

300

JF17

800

HS:08

V0753

600

880

600

4 ____ ____

BF03

350

300

WF3

Issue

Description

MALE URINAL ELEVATION

WATERPROOFING TO COMPLY WITH BCA PART F.17: WATERPROOFING OF WET AREAS.

SCALE 1 : 20

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

WET AREA DETAILS - TOILET CUBICLES & URINALS

V1479-DW-AR-V0753

Scale @ A1. Half Scale @ A3

Drawing Size

1 : 20

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

JOINERY NOTES CONTRACTOR TO ENSURE STRUCTURAL STABILITY AND STRENGTH OF ALL COMPONENTS / ITEMS. INTERNAL CARCASS TO BE WHITE MELAMINE TO JOINERY UNLESS OTHERWISE NOTED.

5 ____ ____

REFER FINISHES SCHEDULE FOR ALL FINISHES

V0767

ALL DIMENSIONS TO BE CONFIRMED ON SITE PRIOR TO FABRICATION OF ANY ITEMS. NOGGINGS ARE TO BE PROVIDED IN PLASTERBOARD STUD WALLS WHERE REQUIRED FOR BUILT-IN JOINERY, FIXING OF HOOKS AND OTHER WALL MOUNTED FIXTURES.

1852

HEAD CONTRACTOR IS TO ALLOW FOR & PROVIDE ALL MATERIALS, LABOUR & ACCESSORIES NECESSARY TO COMPLETE THE WORKS TO THE SPECIFIED PERFORMANCE. NO VARIATIONS WILL BE CONSIDERED FOR THE PROJECT UNLESS IT IS A CLEAR CHANGE TO THE INTENT AND SCOPE OF THE WORKS INITIATED IN WRITING BY THE SUPERINTENDENT. 02 GYM 2 CEILING 22.800 ALL WORKS TO BE IN ACCORDANCE WITH THE BUILDING CODE OF AUSTRALIA, AUSTRALIA STANDARDS, STATUTORY REGULATIONS AND LOCAL AUTHORITY REQUIREMENTS. CONTRACTOR TO ENSURE CONSISTENCY BETWEEN SIMILAR MATERIALS IS MAINTAINED. CONTRACTOR TO NOTIFY SUPERINTENDENT OF ANY DISCREPANCIES, DIMENSIONAL INCONSISTENCIES OR THE NEED FOR CLARIFICATION PRIOR TO MANUFACTURE.

WF7

3 ____ ____

CONTRACTOR TO CONFIRM STABILITY AND FEASIBILITY OF ALL UNITS / COMPONENTS PRIOR TO MANUFACTURE.

V0767

53 53

CONTRACTOR TO LIAISE WITH ALL OTHER BUILDING SERVICES CONSULTANTS TO ENSURE ALL SERVICES HAVE BEEN COORDINATED, INCLUDED & ARE ACCESSIBLE AS REQUIRED.

4 ____ ____ V0767

CONTRACTOR TO LIAISE WITH ELECTRICAL CONTRACTORS TO ENSURE ALL POWER, DATA, COMMUNICATION REQUIREMENTS ARE ACCESSIBLE.

2 ____ ____ JF1

CLUB ZONE

CONTRACTOR TO PROVIDE RUBBER BUMPERS AND SOFT CLOSE DRAWER RUNNERS TO ALL JOINERY UNLESS NOTED OTHERWISE.

V0767

JOINERY TO BE CONCEAL ANCHORED TO SLAB AND/OR OTHER STRUCTURAL ELEMENTS AS REQUIRED.

JF1 .

ALLOW 10mm SHADOW LINE / SCRIBE TO JUNCTIONS AT WALLS & CEILINGS UNLESS OTHERWISE NOTED.

100

2548

PT BENCH

VERIFY ALL DIMENSIONS ON SITE - DO NOT SCALE. JF2

DESIGN NOTES: THIS DRAWING SHOWS DESIGN INTENT ONLY. CONTRACTOR TO PROVIDE DETAILED SHOP DRAWINGS FOR WMK REVIEW PRIOR TO CONSTRUCTION. WF7

JF1

CONTRACTOR TO ENSURE ALL ITEMS ARE FIT FOR PURPOSE INCLUDING STRUCTURAL INTEGRITY AND METHODS OF MANUFACTURE.

CMS AFFINITY PLUS AF0405E RECESSED DESK MODULE IN BLACK ANODISED ALUMINIUM

CMS AFFINITY PLUS AF0405E RECESSED DESK MODULE IN NATURAL ANODISED ALUMINIUM

. JF2

800

900

2950

02 GYM 2

JOINERY NOTES:

20.000

1. BENCHTOPS UNLESS OTHERWISE SPECIFIED, ALL BENCHTOPS TO BE 33MM THICK MDF IN A SPECIFIED LAMINATE FINISH WITH MATCHING ABS EDGE FINISH. 2. CARCASS UNLESS OTHERWISE SPECIFIED, ALL JOINERY CARCASS TO BE CONSTRUCTED IN 24MM THICK WHITE MELAMINE FOR BACK OF HOUSE OFFICE JOINERY, AND IN 24MM THICK BLACK MELAMINE IN FRONT OF HOUSE JOINERY. 3. SHELVES UNLESS OTHERWISE SPECIFIED, ALL FIXED OR ADJUSTABLE SHELVES TO BE 24MM THICK WHITE OR BLACK MELAMINE TO MATCH THE COLOUR OF THE CARCASS. ALL SHELVES TO SPAN 1000MM MAXIMUM. 4. DOORS UNLESS OTHERWISE SPECIFIED, ALL JOINERY CUPBOARD DOORS TO BE IN 18MM THICK MDF IN SELECTED LAMINATE FINISH WITH MATCHING ABS EDGE. 5. FIXTURES, FITTINGS & EQUIPMENT REFER TO THE FFE SCHEDULE IN THE ARCHITECTURAL SPECIFICATION APPENDICES FOR DETAILED SPECIFICATIONS SUCH DOOR HANDLES, KITCHEN SINK, TAPS AND FRIDGE ETC. 6. FINISHES REFER TO THE FFE SCHEDULE IN THE ARCHITECTURAL SPECIFICATION APPENDICES FOR DETAILED SPECIFICATIONS.

____ ____ 4 V0767

100

4300

JF2

. JF2 1000

PT & SERVICE DESK PLAN

SCALE 1 : 20

PT DESK ELEVATION SCALE 1 : 20

02 GYM 2 CEILING 22.800

WF7

____ ____ 3

V0767

6 ____ ____

V0767

18 12mm CORIAN OVER 18mm MDF SUPPORTED BY 50SHS BEAMS

900

WF7

JF6

JF1

JF9

. JF1

12mm CORIAN OVER 33mm MDF

INTERMEDIATE LAMINATE SUPPORT PANEL

33 12

WF7

CABLING RETICULATION

150

CABLING RETICULATION

750

JF9

SCALE 1 : 5

JF2

650

705

350

PT BENCH DETAIL

V0767 50

45 100

. JF1

7 ____ ____

. JF2

50SHS BEAM

____ ____ 3

JF1

100

12mm CORIAN OVER 18mm MDF

JF6

02 GYM 2

LAMINATE

20.000

12 27 3210 45

PT DESK SECTION

SCALE 1 : 20

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610 wmkarchitecture.com ABN 85 164 151 491

Issue

Description

Date

TENDER DOCUMENTATION ISSUE

11|02|2014

SERVICE DESK ELEVATION

SERVICE DESK SECTION SCALE 1 : 20

CLUB ZONE BENCH DETAIL SCALE 1 : 5

SCALE 1 : 20

Issue

Description

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

PT & SERVICE DESK DETAILS

V1479-DW-AR-V0767

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

JOINERY NOTES CONTRACTOR TO ENSURE STRUCTURAL STABILITY AND STRENGTH OF ALL COMPONENTS / ITEMS.

STAINED TASMANIAN OAK FRAME 165

INTERNAL CARCASS TO BE WHITE MELAMINE TO JOINERY UNLESS OTHERWISE NOTED. REFER FINISHES SCHEDULE FOR ALL FINISHES

640

JF8

ALL WORKS TO BE IN ACCORDANCE WITH THE BUILDING CODE OF AUSTRALIA, AUSTRALIA STANDARDS, STATUTORY REGULATIONS AND LOCAL AUTHORITY REQUIREMENTS. 165

CONTRACTOR TO ENSURE CONSISTENCY BETWEEN SIMILAR MATERIALS IS MAINTAINED.

640

CONTRACTOR TO NOTIFY SUPERINTENDENT OF ANY DISCREPANCIES, DIMENSIONAL INCONSISTENCIES OR THE NEED FOR CLARIFICATION PRIOR TO MANUFACTURE. CONTRACTOR TO CONFIRM STABILITY AND FEASIBILITY OF ALL UNITS / COMPONENTS PRIOR TO MANUFACTURE.

4345

2730

JF8

CONTRACTOR TO LIAISE WITH ALL OTHER BUILDING SERVICES CONSULTANTS TO ENSURE ALL SERVICES HAVE BEEN COORDINATED, INCLUDED & ARE ACCESSIBLE AS REQUIRED.

3 ____ ____ 640

V0768

CONTRACTOR TO LIAISE WITH ELECTRICAL CONTRACTORS TO ENSURE ALL POWER, DATA, COMMUNICATION REQUIREMENTS ARE ACCESSIBLE. CONTRACTOR TO PROVIDE RUBBER BUMPERS AND SOFT CLOSE DRAWER RUNNERS TO ALL JOINERY UNLESS NOTED OTHERWISE.

F2 F2

3000

V0768

1385

JOINERY TO BE CONCEAL ANCHORED TO SLAB AND/OR OTHER STRUCTURAL ELEMENTS AS REQUIRED.

4 ____ ____

ALLOW 10mm SHADOW LINE / SCRIBE TO JUNCTIONS AT WALLS & CEILINGS UNLESS OTHERWISE NOTED. VERIFY ALL DIMENSIONS ON SITE - DO NOT SCALE. F3

DESIGN NOTES:

5 ____ ____

640

THIS DRAWING SHOWS DESIGN INTENT ONLY. CONTRACTOR TO PROVIDE DETAILED SHOP DRAWINGS FOR WMK REVIEW PRIOR TO CONSTRUCTION.

V0768

CONTRACTOR TO ENSURE ALL ITEMS ARE FIT FOR PURPOSE INCLUDING STRUCTURAL INTEGRITY AND METHODS OF MANUFACTURE. JF8

640

JF8

45°

JOINERY NOTES:

45°

165

165 35

STAINED TASMANIAN OAK FRAME

TYPICAL SEATING BENCH 01 PLAN

SCALE 1 : 20

TYPICAL SEATING BENCH 02 PLAN SCALE 1 : 20

____ ____ 5 V0768

02 GYM 2 CEILING 22.800

150

02 GYM 2 CEILING 22.800

STAINED TASMANIAN OAK FRAME 150

150

WF1

120 PELMET LIGHTING. REFER LIGHTING CONSULTANT

JF8 .

604

JF12

JF8

2450

JF8

1900

JF8

2350

JF12

1900

JF8

2200

2800

2200

JF12

F2 F1

JF8

150 450

150

STAINED TASMANIAN OAK FRAME

02 GYM 2 165

SKIRTING

300

SKIRTING WF1

4010

20.000

02 GYM 2

165

2665

4345

20.000

SCALE 1 : 20

wmkarchitecture.com ABN 85 164 151 491

20.000

3000

TYPICAL SEATING BENCH 01 ELEVATION

WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610

02 GYM 2

165

5 3

WHITE PAINT ON MDF SKIRTING

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

Issue

Description

TYPICAL SEATING BENCH SECTION SCALE 1 : 20

TYPICAL SEATING BENCH 02 ELEVATION SCALE 1 : 20

Date

Client

VIRGIN ACTIVE AUSTRALIA

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

MILLING AREA SEATING

V1479-DW-AR-V0768

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt

9 ____ ____

____ ____ 10

____ ____ 7

5 ____ ____

____ ____ 11

2000

V0800

50 40

50 EQ 290

V0800

50 50

EQ EQ

50 50 APPROXIMATELY 100mm DIA. CASTORS SUITABLE FOR TIMBER FLOORING WITH LOCKING MECHANISM

V0800

50 EQ

TIMBER FRAMING BELOW

6 ____ ____

230

TYP

4000

FF14

50 EQ

____ ____ 10

SCALE 1 : 20

TYPE 1 PLATFORM PLAN - GROUP EXERCICE SCALE 1 : 20

SCALE 1 : 20

TYPE 1 PLATFORM PLAN - CYCLE STUDIO

TYPE 1 PLATFORM PLAN - M & BODY STUDIO

5 ____ ____

50 FF16

TIMBER FRAMING BELOW

2000

2200

V0800

5 ____ ____

50 APPROXIMATELY 100mm DIA. CASTORS SUITABLE FOR TIMBER FLOORING WITH LOCKING MECHANISM

V0800

2200

FF19

V0800

TIMBER FRAMING BELOW

11 ____ ____

V0800

APPROXIMATELY 100mm DIA. CASTORS SUITABLE FOR TIMBER FLOORING WITH LOCKING MECHANISM

____ ____ 8

TYP

FF13

230

50 EQ 50

230

TYP

230

1840

2200

TYP

230

V0800 230

2000

TYP

V0800

WOODEN PODIUM IN VENEER FINISH. COLOUR & MATERIAL TO MATCH FLOORING.

CONCRETE SLAB

20.000

50 EQ 50

02 GYM 2 CONCRETE SLAB

TYPE 1 PLATFORM ELEVATION

TYPE 2 PLATFORM ELEVATION

SCALE 1 : 20

WALL

SCALE 1 : 20

20mm THICK SOLID PACIFIC TEAK STRIP FLOORING IN TONGUE AND GROOVE JOINTS ON PLYWOOD BACKING AND FRAMING. TEAK FINISH TO MATCH ROOM FLOORING.

20mm THICK SOLID PACIFIC TEAK STRIP FLOORING IN TONGUE AND GROOVE JOINTS ON PLYWOOD BACKING AND FRAMING. TEAK FINISH TO MATCH ROOM FLOORING. 50

APPROX. 100mm DIA. CASTORS SUITABLE FOR TIMBER FLOORING WITH LOCKING MECHANISM.

4 50

APPROX. 100mm DIA. CASTORS SUITABLE FOR TIMBER FLOORING WITH LOCKING MECHANISM.

01 GYM 1 SSL 15.000

320

300

250

6mm THICK OAK WOOD COVER STRIP

PLYWOOD SIDE PANELS

TIMBER FRAMING BELOW

TYPE 2 PLATFORM PLAN - GROUP EXERCICE SCALE 1 : 20

SOLID TIMBER MITRE JOIN AT CORNER

250 300

300

250

HINGED PLYWOOD SIDE PANEL

CATCHER

230

LED LIGHTING STRIP TO ENGINEERS SPECIFICATIONS

01 GYM 1 SSL 15.000

CONCRETE SLAB

TYPE 1 PLATFORM SECTION 1 - WOOD FINISH

TYPE 1 PLATFORM SECTION 2 - WOOD FINISH

SCALE 1 : 5

15mm SPRUNG TIMBER FLOORING TO MATCH ROOM FINISH

SCALE 1 : 5 FF16 FOR CYCLE STUDIO PLATFORM AND FF19 FOR GROUP EXERCICE PLATFORM. REFER TO FINISHES SCHEDULE.

FF16 FOR CYCLE STUDIO PLATFORM AND FF19 FOR GROUP EXERCICE PLATFORM. REFER TO FINISHES SCHEDULE. 50

APPROX. 100mm DIA. CASTORS SUITABLE FOR TIMBER FLOORING WITH LOCKING MECHANISM.

2 LAYERS OF 12mm THICK PLYWOOD BACKING 10mm THICK ACOUSTIC PAD

APPROX. 100mm DIA. CASTORS SUITABLE FOR TIMBER FLOORING WITH LOCKING MECHANISM.

6mm THICK OAK WOOD COVER STRIP

HINGED PLYWOOD SIDE PANEL

PLYWOOD SIDE PANEL

320

300

10mm GAP ALL AROUND TO ALLOW SPORT FLOOR MOVEMENT

300

CONCRETE SLAB

WOODEN PODIUM IN VENEER FINISH. COLOUR & MATERIAL TO MATCH FLOORING.

CATCHER 230

TIMBER FRAMING

01 GYM 1 SSL 15.000

CONCRETE SLAB

SCALE 1 : 5

wmkarchitecture.com ABN 85 164 151 491

02 GYM 2

CONCRETE SLAB

TYPE 1 PLATFORM SECTION 1 - VINYL & RUBBER FINISH WMK Architecture L1 263 Little Bourke Street Melbourne VIC 3000 Telephone 03 9999 1610

5mm RUBBER PADS

LED LIGHTING STRIP TO ENGINEERS SPECIFICATIONS

Issue

Description

Date

A B

TENDER DOCUMENTATION ISSUE CONSTRUCTION DOCUMENTATION ISSUE

11|02|2014 11|04|2014

TYPE 1 PLATFORM SECTION 2 - VINYL & RUBBER FINISH

SCALE 1 : 5

Issue

Description

Date

20.000

CONCRETE SLAB

Client

VIRGIN ACTIVE AUSTRALIA

TYPE 2 PLATFORM SECTION SCALE 1 : 5

Project

Title

Drawing No.

Issue

VIRGIN ACTIVE HEALTH CLUB 567 COLLINS STREET MELBOURNE VICTORIA 3000

PLATFORM DETAILS

V1479-DW-AR-V0800

Scale @ A1. Half Scale @ A3

Drawing Size

As indicated

Project No.

Date

Drawn By

WMK-1267

31|03|2014

CAD Reference

C:\Users\SRivard\Documents\Local Revit Files\V1479-DM-AR-V0007_SRivard.rvt