Applied Architectural Technology_433 Collins

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

DESIGN DEVELOPMENT PROPOSAL WITH KEY ENVELOPE DETAILS FOR A TALL OFFICE BUILDING IN MELBOURNE CBD

ABPL90118 Applied Architectural Technology Final Submission

Team Member

Team Member

Team Member

Julia Quirk

Qinyi Mao

Xiaoyu Zhang

DESIGN DEVELOPMENT REPORT

983633

Tutor

Anthony Blazquez Due Date

904786

910445

20 November 2020

Tutorial N.

03

12:00

17:10

7:35

AR

R BO

R

12:00

IA

R TO

HA

W

VIE VI

C

I SV

EW

K D AR AY P AR B N W MA HILIP T TO A P S B ORT EW I D R V P WA RDS O T A W TOW E I V W VIE

TO

W

W TO

AR

DS

YA

RR

A

RIV

ER

Key Key

5:00

19:45

LIN

F DS

T

SS

R DE

N

TIO

STA

Low-rise (<20m) N Low-rise(<35m) (<20m) N 0 20 Mid-rise 40 60m Mid-rise(<150m) (<35m) High-rise 0 20 40 60m High-rise (<150m) 1:4000 Sky-rise (>150m) 1:4000 Sky-rise (>150m)

View Analysis

GUR

Key

NER

N 0 20 40 60m

Key Key

1:4000

L

112

Summer Solstice Summer Solstice Winter Solstice Winter Solstice Summer Wind Summer Wind Key Winter Wind Winter Wind Summer Solstice N N 05 20 40m 0 5 20Winter 40m Solstice 1:2000 1:2000 Summer Wind

TA

60

Summer Solstice Winter Solstice

10% 20% 30% FREQUENCY

0 5 10

S

3PM ANNUAL

9AM ANNUAL

20m

1:1000

Sun + Wind Analysis

Building Roof Plan

GUR

ER

5M OFFSET

ER

RIV

EW

VI

TO

RIV

VIEW TO TOWER VIEW TO TOWER

6% BUILING MIN OFFSET 6%HEIGHT BUILING HEIGHT MIN OFFSET

VIEW OUTDOOR LOCATED BETWEEN CUT OUT ONFOR SOUTH SIDE TO GARDEN HAVE MAXIMUM YARRA HOTEL, MID-RISE OFFICELOCATED AND LOW-RISE OFFICE VIEW FOR OUTDOOR GARDEN BETWEEN HOTEL, MID-RISE OFFICE AND LOW-RISE OFFICE

RIALTO MAXIMUM ORIENTATED 45° TOWER TO CITYNEARBY, GRID TORECEIVE MATCH EXISTING NORTHEN AND REDUCE WIND LOAD RIALTO TOWERSUNLIGHT NEARBY, RECEIVE MAXIMUM NORTHEN SUNLIGHT AND REDUCE WIND LOAD

RA

Groove

TO

E RIV

OF

FI

CE

EN

TR

CE

D

N FLI

N 20m

1:1000

CORE

Traffic Control

ORIENTATION

RE-ENTRANT

STEPPED CROWN

GLASS PODIUM

ORIENTATED 45° TO CITY GRID TO MATCH EXISTING RIALTO TOWER NEARBY, RECEIVE MAXIMUM NORTHEN SUNLIGHT AND REDUCE WIND LOAD

RE-ENTRANCE TO CREATE SHADOW LINE THAT EMPHASISE SLENDERNESS OF TOWER, REDUCE DOMINANCE OF BUILIDNG IN CONTEXT

CROWN AT DIFFERENT HEIGHTS TO HELP CREATE VISUAL SEPARATION, GAPS INBETWEEN THE CROWN AND STEPING HELP TO REDUCE WIND LOAD

GLASS PODIUM TO SITE BOUNDARY TO HELP REDUCE WIND TUNNEL AEFFECT TO PEDESTRIANS AND ALLOW VIEW FROM PEDESTRIAN PATHS TO TOWER

Asia Square Typology: Commercial Asia Square Concept Asia Square FPA:Typology: 2900 m2Diagram Commercial Typology: Commercial Location: Singarpore FPA: 2900 m2 FPA: 2900 m2 Location: Singarpore Location: Singarpore

ST

0 5 10

LN S ER E BUT TRI DEN GAR

CORE CORE

AN

KET

Pedestrian Flow (High-Low) Traffic Flow (High-Low) Street Lamp

VIEW TO TOWER

NY

R

E TOW

MAR

EW

VI

F

ST

Key

R

R YA

GLASS PODIUM GLASS PODIUM GLASS PODIUM TO SITE BOUNDARY TO HELP REDUCE

OF

VISUAL GAPS INBETWEEN THE CROWN GLASS WIND TUNNEL AEFFECT TO PEDESTRIANS AND ALLOW CROWN ATSEPARATION, DIFFERENT HEIGHTS TO HELP CREATE PODIUM TO SITE BOUNDARY TO HELP REDUCE AND STEPING HELPINBETWEEN TO REDUCE WIND LOAD VIEW FROM PEDESTRIAN PATHS TO ALLOW TOWER VISUAL SEPARATION, GAPS THE CROWN WIND TUNNEL AEFFECT TO PEDESTRIANS AND AND STEPING HELP TO REDUCE WIND LOAD VIEW FROM PEDESTRIAN PATHS TO TOWER

IAM

PRECEDENT Groove Groove

EMPHASISE OF TOWER, REDUCE RE-ENTRANCE TOSLENDERNESS CREATE SHADOW LINE THAT DOMINANCE OF OF BUILIDNG CONTEXT EMPHASISE SLENDERNESS TOWER,INREDUCE DOMINANCE OF BUILIDNG IN CONTEXT

STEPPED CROWN STEPPED CROWN CROWN AT DIFFERENT HEIGHTS TO HELP CREATE

L WIL

PRECEDENT PRECEDENT

RE-ENTRANT RE-ENTRANT RE-ENTRANCE TO CREATE SHADOW LINE THAT

RAN

ORIENTATION ORIENTATION ORIENTATED 45° TO CITY GRID TO MATCH EXISTING

TA RAN XI D RO CE P

ENT

ENT

250M HEIGHT TOWER WITH MAXIMUM GFA TORESTRICTION REACH MAXIMUM 250M HEIGHT RESTRICTION

CUT OUT FOR BALCONY CUT OUT FOR BALCONY CUT OUT ON SOUTH SIDE TO HAVE MAXIMUM YARRA

HOT

EL

P

ICE

EDGE OF MINIMUM OFFSET LINE TOWER WITH MAXIMUM GFA EXTENDING TO THE EDGE OF MINIMUM OFFSET LINE

MAXIMUM HEIGHT MASSING MAXIMUM HEIGHT MASSING TOWER WITH MAXIMUM GFA TO REACH MAXIMUM

SS GLA

RH

OVE

UM ODI

OFF

MAXIMUM SITE MASSING MAXIMUM SITE MASSING TOWER WITH MAXIMUM GFA EXTENDING TO THE

RY

NDA

BOU EAD

CE

6% BUILING

HEIGHT OFFSET 6% BUILING HEIGHT OFFSET

MUM YARRA ED BETWEEN SE OFFICE

ST S IN

L

COL

N S L

W

VIE

PEDESTRIAN VIEW TO TOWER

A ARR O Y ER W T RIV VIEARRA Y TO

RRA AER RYIV A TO R AERW VYI

NER

OFFSET TO PROVIDE PEDESTRIAN VIEW TO TOWER OFFSET TO PROVIDE

5M OFFSET

ER

ST

N

S

E BUT TRI DEN GAR

30% FREQUENCY

ND

FLI

KET

20%

LN S ER

MAR

Bike Lane Tram Route Parking Lot Tram Stop Greenery Podium Podium Brick Paving Street Lamp

1:2000

0

573

00

Key

40m

E

10%

F

120

W

0 5 20

T M S

E

OF

573 1:2000

LIA

W

N

>40 km/h 30-40 km/h 20-30 km/h 10-20 km/h 0-10 km/h

OP

0

WIL

Winter Wind

>40 km/h 30-40 km/h 20-30 km/h 10-20 km/h 0-10 km/h

DR

NG I D UIL RINT Winter B Wind TP O O F 0 5 20 40m

N

Summer Wind N

XI

408 00

Key

N

ST S IN

COL

N S L

Low-rise (<20m) Mid-rise (<35m) High-rise (<150m) Sky-rise (>150m)

PRECEDENT PRECEDENT Groove

Groove Groove Groove

Groove

CORE

CORE

Sky Sky Garden Sky Garden Garden

8 8Parramatta Parramatta Square Square Asia Square Typology: Commercial Typology: Commercial 8 ParramattaTypology: Square Commercial FPA: FPA:2,300 2,300m2 m2 FPA: 2900 m2 Typology: Commercial Location:Parramatta Parramatta CBD, NSW Location: CBD, NSW Location: Singarpore FPA: 2,300 m2 Location: Parramatta CBD, NSW

Precedents

Visual Slenderness Visual Slenderness Visual Slenderness

Asia Square Typology: Commercial FPA: 2900 m2 Location: Singarpore

City Skyline/River View

Sourced From: https://www.cityofparramatta.nsw.gov.au/council/parramatta-square https://www.capitaland.com/sg/en/lease/commercial-space-listing/asia-square-tower-2.html

JAM-5 Architects Introduce visual

ABPL90118:

Groove

Sky Balquez Tutorial 03 - Anthony Group no. 5 Garden Semester 02, 2020 Assignment

PROJECT: 433-455 Collins St Melbourne Site B

8 Parramatta Square Typology: Commercial FPA: 2,300 m2

TITLE:

Groove

SkySite analysis and building concept A1.1 design Garden 8 Parramatta Square Typology: Commercial FPA: 2,300 m2

DRAWN BY: Julia Quirk Qinyi Mao Xiaoyu Zhang

983633 904786 910445

SCALE @ A1:

PAGE:

VARIES

A1.1

DATE: 20/11/2020

4320 900 1020

F

MECHANICAL LEVEL

45

FFL + 5 077 GL +113 668

HOTEL AMENITY FLOOR

44

HOTEL

CORE

12 FLOORS

14

3.6m

1 713.6m2

2 FLOORS 253.8m2 12 1 216.8m 71% Efficiency

85%

SKY LOBBY

29

1

10.8m

1 713.6m

LVL UG 1 LVL UG 2

253.8m2 GFA 1 038.6m2 61%

1 918.4 m

MECHANICAL LEVEL

28

1

8m

1 713.6m2

MID RISE OFFICE 290.8m2 Usable Area 1 627.7 m2

LVL UG 2

MID RISE OFFICE

16-27

12

4m

1 713.6m2

290.8m2 Efficiency 1 422.8m2 83%

OFFICE CHANGEOVER

15

1

8m

1 713.6m2

324m2

LOW RISE OFFICE

2-14

13

4m

1 713.6m2

324m2

MECHANICAL LEVEL

2

1

8m

1 713.6m2

324m2

Efficiency 12 FLOORS

85%

GROUND FLOOR

0

1

20m

5 9464m2

324m2

5 640.0m2 GFA

1 918.4 m2

Usable Area

1 627.7 m

Efficiency

85%

92 294m2 64 001m2

250m

0

5 10

10

20m

12 FLOORS

GFA

85% 1 918.4 m2

Usable Area 2

1 627.7 m2

968.4m2 57%

20m

17704

4800

B

4800

C

A

4800

4800

48004800 48003600

4800

4800

4800

4800

4800

4800

4800

D

18300

B

C

9450 4800

18300

E

3540 4800

900 240

F

9450 4800

D

3600

3540 4800

4800

D

45060

9450

E

900 240

4800

4800

4800

C

4800

4800

4800

D

EXPRESS LIFT

EXPRESS LIFT

HOTEL LIFT

HOTEL LIFT

GOODS LIFT

EXPRESS LIFT

EXPRESS LIFT

EXPRESS LIFT

F900

3540 4800

E

EXPRESS LIFT

240

F 9450

3600

B

3540 4800

E

18300

900 240

F

BOH

BOH

3 2

BOH BOH

4

4800 4800 36004800

17704 17704

45060

BOH HOTEL LIFT

HOTEL LIFT

GOODS LIFT

EXPRESS HOTEL LIFT LIFT

EXPRESS HOTEL LIFT LIFT

EXPRESS GOODS LIFT LIFT

HOTEL LIFT

HOTEL LIFT

GOODS LIFT

HOTEL EXPRESS LIFT LIFT

HOTEL EXPRESS LIFT LIFT

GOODS EXPRESS LIFT LIFT

HOTEL LIFT

HOTEL LIFT

GOODS LIFT

HOTEL LIFT

HOTEL LIFT

GOODS LIFT

BOH

BOH GOODS LIFT BOH

4 3

GOODS LIFT BOH BOH

BOH

5 4

GOODS LIFT

3 BOH

5 4 HOTEL LIFT

HOTEL LIFT

GOODS LIFT

GOODS LIFT

6 5

6 5

S1

-

6 S1

-

6

S1

-

SKY LOBBY FLOOR PLAN NTS

S1

-

45060 9450 4800

1020 A 3300 1020 900

1

9450

18300

4800

4800

4800

3600

4800

4800

4800

3540 4800

900 240

4320 9150 4320 900 1020 900 1020 4800 4800 4800 4800 4800 4800

C 4800

4800

45060

D

18300 3600

E 4800

4800

B

4800

C

A

4800

4800

C

9450 4800

D

E 4800

48004800 48003600

4800

9450

4800

4800

D

45060

900 240

4800

4800

T

CO

4800

4800

4800

D

C

3540 4800

E

900 240

MRO LIFT

MRO LIFT

F

SCHEMATIC

HOTEL GF OFFICE TOTAL MECHANICAL CROWN GF HOTEL

MRO LIFT

GOODS LIFT

MRO LIFT

MRO LIFT

MRO LIFT

MRO LIFT

MRO LIFT

MRO LIFT

MRO FEMALELIFT WC

MRO LIFT

MRO LIFT

MRO LIFT

MRO LIFT

MRO LIFT

MRO LIFT AMB. WC MRO LIFT

MRO LIFT

MALE WC

4 3 2

MALE WC

4 3 5 4 3 5 4

AMB. WC

FEMALE MRO WC LIFT

MALE WC

MRO LIFT

FEMALE WC

6 5

GOODS GOODS LIFT LIFT

GOODS GOODS LIFT LIFT

OFFICE

AREA BREA

MECHANICAL PROGRAM GF

HOTEL AMENI

AREA BREA

MECHANICAL PROGRAM

HOTEL AMENI HOTEL HOTEL AREAAMENI BREA

GOODS LIFT

MRO LIFT

PROGRAM MECHANICAL SKY LOBBY HOTEL AMENI MECHANICAL HOTEL AMENI HOTEL MID RISEBREA OFFI MECHANICAL AREA SKY LOBBY PROGRAM OFFICE CHAN HOTEL AMENI MECHANICAL LOW RISE OFF HOTEL HOTEL AMENI MID RISE OFFI MECHANICAL SKY LOBBY MECHANICAL OFFICE CHAN GROUND FLO MECHANICAL HOTEL AMENI LOW RISE OFF MID RISE OFFI HOTEL MECHANICAL OFFICE CHAN SKY LOBBY GROUND FLO LOW RISE OFF MECHANICAL MECHANICAL MID RISE OFFI

AMB. WC

MRO LIFT

MRO LIFT

FEMALE WC

GOODS LIFT

MRO LIFT

RSE DEN FLRISNLA E

AMB. WC

E

LAN

D

FLIN

6 5

S1

-

6 S1

-

6 TYPICAL MID RISE OFFICE FLOOR PLAN NTS

GROUND FLO OFFICE CHAN

S1

-

LOW RISE OFF

5 640m

4800

4800

4800

= 89 460m

2

E

F

13470

13470

4800

2

NLA/NUA EFFICIENCY

14 1 1 1 1 1 12 14 1 1 13 1 1 12 1 1

LOW RISE OFFICE

2-14

13

MECHANICAL LEVEL

2

GROUND FLOOR

0

3.6m 10.8m 10.8m 8m 8m 10.8m 4m 3.6m 8m 10.8m 4m 8m 8m 4m 20m 8m

BOH

1 918.4m 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 1 918.4m2 5 964m2 1 918.4m2

253.8m 253.8m2 253.8m2 253.8m2 290.8m2 253.8m2 290.8m2 253.8m2 324m2 253.8m2 324m2 290.8m2 324m2 290.8m2 324m2 324m2

1 421.6m 74% 1 664.2m2 86% 1 243.4m2 65%

4m

1 918.4m2

324m2

1 594.4m2 83%

1

8m

1 918.4m2

324m2

1

20m

5 964m2

324m2

LRO LIFT

LRO LIFT

45060

1 918.4m2 CORE 253.8m2 1 421.6m2 EFFICIENCY 74% GFA NLA/NUA 2

GOODS LIFT

LRO LIFT

TYPICAL LOW RISE OFFICE FLOOR PLAN

JAM-5 Architects

LRO LIFT

LRO LIFT

1

2

2

1 421.6m 1 627.7m2 1 421.6m2 1 173.2m2 1 243.4m2 1 594.4m2 2

74% 85% 74% 61% 65% 83%

LOW RISE OFFICE 13 FLOORS GFA

Usable AreaOFFICE 1 594.4 m2 LOW RISE 13 FLOORS Efficiency 83%

1 627.7m2 85% 5 640.0m2 1 173.2m2 61%

5 640.0m2

1 918.4 m

2

GFA

1 918.4 m2

13 FLOORS Efficiency GFA

83% 1 918.4 m2

Usable Area

1 594.4 m2

Efficiency 13 FLOORS

83%

LOW RISE OFFICE Usable Area 1 594.4 m2

-

LOW RISE OFFICE

KEY

S1 1.1

GFA

1 918.4 m2

Usable Area

1 594.4 m2

Efficiency

83%

ABPL90118:

PROJECT:

TITLE:

Tutorial 03 - Anthony Balquez 15m 0 .5 1 Group no.5 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

A1.2: Architectural schematic plans and sections; area schedule and floor distribution.

P1 -

4800

9450 4800

9450

18300

4800

4800

4800

B

4800

3600

C 4800

4800

45060 18300

4800

4800

4800

4800

4800

4800

D

3600

4800

E

3540 4800

F

9450 4800

900 240

3540 4800

900 240

45060

A3300 900

9450 4800

4800

A

1020 3300 1020 900

2 1 A

B

C 4800

4800

B

D

3600

C

9450 4800

18300

45060

9450

E

D

4800

4800

4800

B

2 1

4800

D

C

4800

4800

3540 4800

E

GOODS LIFT

240

F 9450

3600

F900

E

18300

4800

3540 4800

900 240

F

MALE WC

3 2 AMB. WC MALE WC

4

GOODS LIFT

FEMALE WC

BOH GOODS GOODS LIFT LIFT

3 2

AMB. MALE LRO WCWC LIFT

4 3

AMB. WC LRO MALELIFT WC

5 4

LRO LIFT

LRO AMB. LIFT WC

LRO LIFT

LRO LIFT

LRO LIFT

BOH LRO LIFT GOODS GOODS LIFT LIFT

FEMALE WC

BOH LRO LIFT

LRO LIFT GOODS LIFT

3 5 4

FEMALE WC LRO LIFT

LRO LIFT

FEMALE WC LRO LIFT

LRO LIFT

LRO BOH LIFT

GOODS LIFT

6 5

LRO LIFT

LRO LIFT

LRO LIFT

6 5

LRO LIFT

LRO LIFT

S1 -

TYPICAL LOW RISE OFFICE FLOOR PLAN 6 NTS

0.51

5

15m

0.51

5

15m

S1 -

4800

30-43 46 29 45 28 44 16-27 30-43 15 29 2-14 28 2 16-27 0 15

FEMALE WC

9150

4 HOTEL HOTEL AMENITY FLOOR SKY LOBBY MECHANICAL LEVEL MECHANICAL LEVEL HOTEL AMENITY FLOOR MID RISE OFFICE HOTEL 5 OFFICE CHANGEOVER SKY LOBBY LOW RISE OFFICE MECHANICAL LEVEL MECHANICAL LEVEL MID RISE OFFICE GROUND FLOOR OFFICE CHANGEOVER

10.8m TFH

AMB. WC

3540 240 900

1 FLOORS

253.8m2 17700

44 FL. NO.

1 918.4m2

45060

HOTEL AMENITY FLOOR PROGRAM

8m

17700

1

253.8m2 1 664.2m2 86%

45060

45

1 918.4m2

45060

MECHANICAL LEVEL

10.8m MALE WC

13890

1

13470 17700

CORE

13890

GFA

13890

TFH

1020 1020

9150 13470

4800

FLOORS

1

48004800 48003600

41 433m

2

GROUND FLO

-

45060 9450

A

3300 1020 900

4800 4800 36004800

4800

900 240

2

* 2SITEDFAR

C

2

HOTEL TOTAL OFFICE

MECHANICAL SCHEMATIC CROWN GF HOTEL TOTAL OFFICE CROWN MECHANICAL

GOODS LIFT

MALE WC

TOTAL

CROWN SCHEMATIC

F 9450

3600

REE

ST INESET L L R CO S ST LLIN B

4800

3540F 900 240

E

3 2

4800 4800 36004800

4800

18300

4800

2 1

3600 4800 4800

4800

3540

SCHEMATIC

18300 3600

B

A

4800

F

9450

45060

2 1

3600 4800 4800

22 568m

2

3540

GOODS LIFT

46

4800

9450

1020 3300 1020 900

4320 900 1020

9450

18300

* SITE FAR = 89 460m2

FL. NO.

4800

1020

1

B

9450

A3300 1020 900

4800

5 964m

4800

9450

3600

3600

3 2

3600 4800 4800 4800

20m

4800

4800

2 1

4320 9150 4320 900 1020 900 1020 4800 4800 4800 4800 4800 4800

1

3600

C 4800

A

9150 4320 900 1020 48004800 4800 4800

5 755m2

4800

4800

9450

2 1

1020

54800640m23600

49 879m

24m

4800

B

18300

S1

13470

B

3

4800

4800

45060

A3300 900

3300 1020 900

9150 4320 900 1020 48004800 4800 4800

P2 -

17704

30 695m

9150

17704

2

17704

72m

17704

17700 13890 13890

1 389.6m MID RISE81% OFFICE

17704

16

9150 10350

17700

2

17704 10350 9150

HOTEL

9450

4800

4800

2

2 5 964m 4800

3540

4800

4800

1 627.7 m2 MID RISE OFFICE

3540 240 900

0 5

2

1 918.4 m2

10350 10350 3540 9150 3540 9150 3540 10350 9150 240 900 240 900 240 900 4800 4800 48004800 4800 48004800 4800 4800

22 568m

2

20m 26 m 4800

13890

4800

9450

1020 3300 1020 900

11020 900

240 900

1020

26 m

AREAS SCHEDULE

4800

45060

MECHANICAL

46

6

GOODS LIFT

NLA

GF CROWN

17700

17704

10350 9150

30-43

LVL UG 1

GFA * 2 41 NLA 49 879m 433m2 2 2 92 294m 64 001m 2 45060 5 755m

45060

1

9150

2 253.8m2 Usable 1 216.8mArea 71%

GFA*

AREA BREAKDOWN 3

1020 1020

3540 240 900

1 713.6m2

TFH 108m 250m 24m

P1

17704 10350 9150

45060

13890 13890

MID RISEEFFICIENCY OFFICE NLA/NUA

10.8m

FLOORS 26 46 3

-

1

9150

GFA

GL + 13 668

1

16 72m 30 695m DESIGN SCHEDULE

4320 900 1020

FFL + 5 077TFH FLOORS

253.8m2 GFA

4800 4800

3540 240 900

FL. NO.

1 713.6m2

4800

CPARK 9150 10350

13890

PROGRAM AMB. WC

FLOORS TFH

HOTEL AMENITY FLOOR

GOODS LIFT

GOODS LIFT

HOTEL LIFT

9450

1020 A 3300 1020 900

3600 4800 4800 4800

AREA BREAKDOWN

8m

SCHEMATIC DESIGN SCHEDULE

PROGRAM

GOODS LIFT

4800

GOODS LIFT

MRO LIFT

17700 13890

4800

MRO LIFT

7200

Typical Warren Truss Podium roof Typical Warren structure Truss Podium roof structure

3600

15000

45060

* SITE FAR = 89 460m2

LVL 01

LVL 00

2 AREA BREAKDOWN

GOODS LIFT

HOTEL LIFT

S1 -

1020 3300 1020 900

4320 900 1020 MRO LIFT

9150

5 9464m2 5 640m2

17704

20m

17704

1

45060

44 554m2 36 107m2 5 141m2

13470 17700

108m 24m

17700

MRO LIFT

26 3

45060

MRO LIFT

OFFICE MECHANICAL GF outrigger and belt truss system outrigger and belt truss system

GOODS LIFT

MALE WC

27 418m2 19 290m2

45060

LVL 02

72m

45060

LVL 02

16

13890

LVL 03

13470

26 m

HOTEL

LVL 03

13470

250m

NLA

17704 10350 9150

83 076m2 55 398m2

SECTION AND FLOOR DISTRIBUTION DIAGRAM S1 TYPICAL MID RISE OFFICE FLOOR PLAN 1.1 SCALE 1:500

1

HOTEL LIFT

HOTEL LIFT

TYPICAL HOTEL LEVEL FLOOR PLAN NTS

10350 10350 3540 9150 3540 9150 3540 10350 9150 240 900 240 900 240 900 4800 4800 48004800 4800 48004800 4800 4800

46

CROWN

A

LVL 01

GFA*

13890

LVL 04

FLOORS TFH

17700

TOTAL

13470

SCHEMATIC DESIGN SCHEDULE A

60250

52000

F

8250

E

LVL 04

108m

HOTEL LIFT

ET

20000

6460 5240 1220

D

C

14400

9150

4800 4800 4800

900 240

P2

26

GOODS LIFT BOH

TRE

17704

3540 4800

6

OFFICE

GOODS LIFT

ET S

17700

4800

LVL 00

A

HOTEL LIFT

6

EET

5000

P3 -

3600

4800 13470

4000 8000 8000

4800

LVL 05

GL 5 + 8 591

4800

HOTEL LIFT

T REE

45060

4800

LVL 06

FFL + 0

3350

65%

20000

4320 900 1020

B

FEMALE WC

3300

GOODS LIFT

S1 -

STR

6700

1 243.4 m

4070

4000 4000 4000 52000 4000 4000 4000 4000 4000 4000

LVL 07

MRO LIFT

1020

HOTEL LIFT

BOH

EET

3350

3600

PODIUM

OFFICE TOTAL MECHANICAL

HOTEL LIFT

BOH GOODS LIFT

6

STR

CPARK6700

Usable Area

2

5590 2580

4000

4000 4000 4000 4000 4000 52000 4000 4000 4000 4000 4000 4000 4000

4800

LVL 05

FFL - 6 700

GOODS LIFT

T ST RKE MA

8000 8000

4800

LVL 06

FFL - 6 700

GOODS LIFT

HOTEL LIFT

S1 -

S AM

15000

9450

18300

LVL 08

LVL 07

GL + 8 591 FFL - 3 000

HOTEL LIFT

HOTEL LIFT

BOH

LI WIL

20000

1 918.4 m2

Efficiency

4

5000

GFA

LVL 08

FFL + 20 000

HOTEL LIFT

BOH

1020 3300 1020 900

PODIUM

3350

65%

45060

FFL + 20 000

3

BOH

RK MA

FFL + 28 000

Efficiency 1 FLOOR

LVL 09

FFL + 28 000

MECHANICAL FLOOR MECHANICAL FLOOR

1 243.4 m2

LVL 10

FFL + 32 000 FFL + 32 000

GOODS LIFT

6 5

LVL 10

FFL + 36 000

2

F

LVL 11

FFL + 40 000

FFL + 36 000

E

900 240

6 5

LVL 11

FFL + 44 000

FFL + 40 000

4800

BOH

LVL 12

FFL + 48 000

FFL + 44 000

4800

D

HOTEL LIFT

HOTEL LIFT

HOTEL LIFT

LVL 12

LVL 09 FFL + 56 000 3300 9450 1020 900 FFL + 52 000 4800 4800

1

4800

BOH

LVL 13

FFL + 56 000

FFL + 48 000

Usable Area

LVL 13

1020

FFL + 52 000

65% 1 918.4 m2

S1 1.1

LVL 14

LVL 14

FFL + 60 000

A

1 918.4 m

Usable Area 1 FLOOR Efficiency GFA

LVL 15

FFL + 64 000

TOTAL FLOORS : 13

GFA

2

1220

outrigger and belt truss system outrigger and belt truss system

LVL 15

FFL + 64 000

FFL + 60 000

65%

HOTEL SKY LOBBY

LVL 16

FFL + 68 000 FFL + 68 000

1 243.4 m2 LOBBY

HOTEL SKY LOBBY 1 243.4 m2

LVL 19

LVL 16

FFL + 72 000 FFL + 72 000

1 918.4 m2

2550

4000

FFL + 76 000

MECHANICAL GF

45060

9150

LVL 20

LVL 17

FFL + 76 000

F 3540

5 4

10350 10350 3540 9150 3540 9150 3540 10350 9150 240 900 240 900 240 900 4800 4800 48004800 4800 48004800 4800 4800

Usable HOTELArea SKY 1 FLOOR Efficiency

17700 13890

58490

GFA

LVL 21

108008000 8000 4000

108008000 8000 4000

SKY LOBBY FLOOR PLAN

58490

1 FLOOR

GOODS LIFT

LVL 17

FFL + 80 000 FFL + 80 000

45060 45060

249600

GOODS LIFT

13890

HOTEL LIFT

49540

HOTEL LIFT

49540

LVL 22

6460 5240

4800 3540 240 900

HOTEL SKY LOBBY

52000

13890 4000

BOH

LVL 18

FFL + 88 000 FFL + 88 000

LVL 23

LVL 18

FFL + 92 000

6

45060

GOODS LIFT

17700

HOTEL LIFT

BOH

LVL 19

FFL + 96 000

FFL + 92 000

13470 17700

229600 HOTEL LIFT

249600

EXPRESS LIFT

LVL 20

FFL + 100 000 FFL + 100 000

8000 229600

EXPRESS LIFT

60250

4800

FFL + 104 000

4800

9150 10350

LVL 25

EXPRESS LIFT

8250

4800

4000 4000 4000

LVL 26

LVL 21

FFL + 104 000

FFL + 96 000

4000

LVL 27

LVL 23

FFL + 108 000

5

4000

LVL 28

8000

outrigger and belt truss system outrigger and belt truss system

13470

1220

LVL 29

BOH

FFL + 112 000 LVL 22

4800

240

3

3600 4800 4800

F

13470

E

1220

D

LVL 24

FFL + 108 000

HOTEL SCHEMATIC

81700

900 240

8300 8320

C

LVL 25

FFL + 112 000

MID RISE TOTAL FLOORS : 12 OFFICES

3600

F900

E 9450

C

5 4

4800

3540 4800

7200

4 MID RISE OFFICES

4800

3540 4800

BOH

3600 4800 4800 4800

4800

14400

FFL + 116 000

4800

4 3

4320 900 1020 4800

8300 8320

4800

3600

4800 4800 17704

3600

17700

FFL + 120 000

OFFICE CHANGE OVER OFFICE FLOOR CHANGE OVER FLOOR

6700 6700

62450

13470

9450

3600

20000

4320 900 1020

18300 4800

LVL 26

FFL + 116 000

4000

4000 4000 4000 4000

45060

LVL 30

FFL + 120 000 LVL 24

3

CROWN

74%

P4 -

4800

9150

4800

4000 4000

250000

4000 56000 4000 45060 4000

4000 56000 4000 4000

FFL + 124 000

TOTAL

1 421.6 m

Efficiency

5590 2580

10800 10800 8000 4000

13470

8000 4000 4000 4000

250000

FFL + 128 000

FFL + 124 000

S1 -

Usable Area

2

LVL 27

FFL + 128 000

4800

D

45060

9450

E

BOH

MS

9.6 m2

FFL + 132 000

4800

LIA

3.6 m2

FFL + 132 000

4800

S1 -

LVL 29

FFL + 136 000

2

2.8 m2

1 918.4 m2

LVL 31

B

FFL + 144 000

4800

D

18300

B

WIL

3.6 m2

74%

LVL 32

4800

FFL + 136 000 LVL 28

FFL - 3 000

Efficiency 15 FLOORS

S1 1.1

LVL4800 30

FFL + 144 000

MECHANICAL FLOOR MECHANICAL FLOOR

FFL + 0

1 421.6 m2

B

9450

A

1

LOW RISE OFFICES LOW RISE TOTAL FLOORS : 13 OFFICES

Usable Area

74% 1 918.4 m2

17700 13890

3600

3600 10800 10800

HOTEL SKY LOBBY HOTEL SKY LOBBY

P3

1 421.6 m2

GFA

LVL 31

FFL + 154 800

C

3 2

4320 9150 4320 900 1020 900 1020 4800 4800 4800 4800 4800 4800

LVL 33

FFL + 162 000 LVL 32 FFL + 158 400

B 9450 4800

18300 3600

4

9150 4320 900 1020 48004800 4800 4800

3600 3600

FFL + 169 200 LVL 34 FFL + 165 600

3600

LVL 34

3600

FFL + 172 800 LVL 35 FFL + 169 200

TOTAL FLOORS : 12

3350

8.6 m2

Usable Area 15 FLOORS Efficiency GFA

17704

LVL 35

3600

FFL + 176 400 LVL 36 FFL + 172 800

FFL + 165 600 LVL 33 FFL + 162 000

4800

4800

LVL 37 LVL 36

FFL4800 + 154 800

2

LVL 37

FFL + 158 400

1 918.4 m2

HOTEL

LVL 39

FFLPLAN + 176 400 TYPICAL HOTEL LEVEL FLOOR

3300 1020 900

GFA

74%

B

LVL 38

4800

4800

LVL 40

1020

1 421.6 m2

48004800 48003600

9150

FFL + 194 400 LVL 41 FFL + 190 800

A

4800

BOH

10350 10350 3540 9150 3540 9150 3540 10350 9150 240 900 240 900 240 900 4800 4800 48004800 4800 48004800 4800 4800

LVL 41

4800

3 2

3540 240 900

FFL + 198 000 LVL 42 FFL + 194 400

FFL + 180 000

1 918.4 m

Usable HOTELArea 15 FLOORS Efficiency

2550

9150 10350

4800 4800

3540 240 900

3600 3600

LVL 42

FFL + 183 600 FFL + 180 000

50400

3600

FFL + 201 600 LVL 43 FFL + 198 000

LVL 38 FFL + 183 600

3600

3600 3600 50400 3600 3600 3600 3600

LVL 43

FFL + 187 200 LVL 39

TOTAL FLOORS : 15

3600

FFL + 205 200 LVL 44 FFL + 201 600

4800

62450

4800

3600 3600 3600 3600

13890

3600 3600 3600 3600

HOTEL

TOTAL FLOORS : 15 HOTEL

3600

LVL 44

FFL + 190 800 LVL 40 FFL + 187 200

6

GFA

HOTEL

FFL + 205 200

4800

C

2 1

4800 4800 36004800

45060 45060

GOODS LIFT

13890

GOODS LIFT

13890

HOTEL LIFT

2

13890

LVL 45

10800 3600

5

17700

11350

15 FLOORS

BOH

LVL 45

4800

10800

HOTEL

7610

LVL 46

GOODS LIFT

4070

17704

3600

17700

18400

FFL + 216 000

HOTEL LIFT

HOTEL LIFT

FFL + 216 000

4

BOH

7610

4800

19190

45060

FFL + 224 000

LVL 46

81700

FFL + 224 000

HOTEL LIFT

18400

11350

4800 19190

BOH

MECHANICAL FLOOR 3 MECHANICAL FLOOR

P4

17700

4800

FFL + 235 190

2

2

13470 17700

14400 14400 14400 14400

FFL + 235 190

ROOFTOP BAR

3600

BOH

CROWN

ROOFTOP BAR

4800

B

A

3600 4800 4800

E

1

4800

2

4800

2 1

3600 4800 4800 4800

D

C

4800

3

13470

4800

4

1

2

4320 9150 4320 900 1020 900 1020 4800 4800 4800 4800 4800 4800

13470

B

FL + 247 600

4800

5

900 240

CROWN 9150

26400

13470

14810 26400

4800

3540

3

4800

9450

1020 3300 1020 900

9150

3600

6

4

13470

4800

9450

4800

45060

1020 A3300 1020 900

1

9150 4320 900 1020 48004800 4800 4800

4800

5

17704

4800

6

17704

4800

18300

1 4800

14810

4320 900 1020

A

6.8 m2

3.6 m

9450

FL + 247 600

4000

3.6 m

1020 3300 1020 900

45060

4800

1

DRAWN BY: Julia Quirk Qinyi Mao Xiaoyu Zhang

6

SCALE @ A1: 983633 904786 910445

S1 -

VARIES

DATE: 20/11/2020

PAGE: 0.51

5

0.51

5

S1 -

A1.2

15m

15m

GOODS LIFT

CROWN

CROWN

MECHANICAL FLOOR

MECHANICAL FLOOR

HOTEL LIFT

HOTEL LIFT

GOODS LIFT GOODS LIFT

GOODS LIFT

HOTEL LIFT

HOTEL AMENITIY

CROWN

GOODS LIFT

GOODS LIFT

HOTEL AMENITIY

MECHANICAL FLOOR EXPRESS LIFT

HOTEL AMENITIY

HOTEL

HOTEL

SKY LOBBY

SKY LOBBY

MECHANICAL FLOOR

HOTEL

EXPRESS LIFT

EXPRESS LIFT

HOTEL LIFT

MECHANICAL FLOOR

HOTEL LIFT

MID RISE OFFICE LIFT

HOTEL LIFT

SKY LOBBY MECHANICAL FLOOR

MID RISE OFFICE LIFT

MID RISE OFFICE LIFT

MID RISE OFFICE CHANGE OVER & OFFICE AMENITIES

MID RISE OFFICE LIFT

MID RISE OFFICE

MID RISE OFFICE LIFT MID RISE OFFICE LIFT

CHANGE OVER &

OFFICE AMENITIES MID RISE OFFICE CHANGE OVER & OFFICE AMENITIES

LOW RISE OFFICE

LOW RISE OFFICE LIFT

LOW RISE OFFICE

LOW RISE OFFICE LIFT

LOW RISE OFFICE LIFT

EE T ST R

MECHANICAL FLOOR

WS S ILLTR IAEE MT S

PODIUM

MECHANICAL FLOOR PODIUM

MECHANICAL FLOOR PODIUM

W

ILL IA M

W

ILL IA M

S

ST R

EE T

LOW RISE OFFICE

FLIND ER N S LANE

N

OOR

GOODS LIFT

GOODS LIFT HOTEL LIFT

GOODS LIFT

GOODS LIFT

1 -

NE

FLIND ERS LA

NE

N HOTEL LIFT

FLIND ERS LA

TOWER VOLUMES

TOWER VOLUMES

ELEVATOR SHAFTS

TOWER VOLUMES AND PROGRAMMATIC DISTRIBUTION

2 -

TOWER VOLUMES

ELEVATOR SHAFTS

PODIUM

ELEVATOR ORGANISATION ELEVATOR SHAFTS

PODIUM PODIUM

OOR

OOR

EXPRESS LIFT

EXPRESS LIFT

HOTEL LIFT

HOTEL LIFT

MID RISE OFFICE LIFT

OOR

MID RISE OFFICE LIFT MID RISE OFFICE LIFT MID RISE OFFICE LIFT

& ES

& S

LOW RISE OFFICE LIFT

E

LOW RISE OFFICE LIFT

RISE E LIFT

E

CAL FLOOR

CAL FLOOR

ELEVATOR SHAFTS

PODIUM

ELEVATOR SHAFTS PODIUM

PODIUM HIGH RISE OFFICES MECHANICAL FLOOR

HIGH RISE OFFICES

3 -

HIGH RISE OFFICES

MECHANICAL FLOOR

SKY LOBBY

MECHANICAL FLOOR

SKY LOBBY HOTEL

SKY LOBBY 3D FLOOR PLATE STACKING SCHEME AND RELATION TO CORE

JAM-5 Architects

MECHANICAL FLOOR

LOW RISE OFFICES

MECHANICAL FLOOR MECHANICAL FLOOR LOW RISE OFFICES

LOW OFFICES SKYRISE LOBBY

MECHANICAL FLOOR

MECHANICAL FLOOR

SKY LOBBY

HOTEL

SKY LOBBY

MECHANICAL FLOOR

HOTEL MECHANICAL FLOOR

MECHANICAL FLOOR

FLOOR PLATE STACKING AND ORGANISATION PERSPECTIVES

ABPL90118:

PROJECT:

TITLE:

DRAWN BY: FLOOR PLATE STACKING AND ORGANISATION PERSPECTIVES

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

A1.3: Lift diagrams & floor plate stacking concept

Julia Quirk Qinyi Mao Xiaoyu Zhang

983633 904786 910445

FLOOR PLATE AND ORGANISATION PERSPECTIVES SCALE @ STACKING A1: PAGE: VARIES

DATE: 20/11/2020

A1.3

LEGEND / STRUCTURE SCHEDULE C1

Steel Mega-column embedded in concrete 800 x 400 mm C2 Steel column conc. embed.

600 mm square C3 Steel beam (primary) 700 WB 150 B1 Steel beam (primary) 700 WB 150 B2 Steel beam (typical) 530 UB 82 / 100 notch EB1 Steel Beam (Typical edge) 800 WB 168 SL1 Composite steel decking 120mm thick, continuously supported @ 2400 centres

TYPICAL FLOOR SCHEME FLOOR SCHEME 9: Central core LATERAL SYSTEM: Outrigger with belt truss STRUCTURAL MATERIAL : Composite MODULE: 1200mm SPAN WIDTH: 2400mm (Max 3000mm) CORE WIDTH: 450mm

CROWN CONFIGURATION Scheme D: Steel Column 400 - 600 mm depth.

PODIUM CONFIGURATION Typical 1500mm depth Two-way Warren Podium Truss @ 1200mm centred with steel bracing connected to circular column

CB1 Cantileverd beams (tapering) 150 PFC @ 1500 centres Crown Column Crown Beam

7 -

Steel Strengthening Column

ISOMETRIC CROWN STRUCTURE

Belt - Diagonal Steel Beam Facade Beam Outrigger Concrete Wall Concrete Load Transfer Beam/Column Podium Truss System

6 -

ISOMETRIC HOTEL FLOOR STRUCTURE

5 -

ISOMETRIC SKY LOBBY STRUCTURE

4 -

ISOMETRIC OFFICE FLOOR STRUCTURE

3 -

ISOMETRIC MECHANICAL FLOOR STRUCTURE

N 1 -

ISOMETRIC TOWER STRUCTURE

JAM-5 Architects

2 -

ISOMETRIC PODIUM STRUCTURE

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

A2.1: Structural concept diagrams & 3D modelling

Julia Quirk Qinyi Mao Xiaoyu Zhang

983633 904786 910445

SCALE @ A1:

PAGE:

VARIES

A2.1

DATE: 20/11/2020

2.2B HOTEL 2.2B HOTEL STRUCTURAL PLAN

STRUCTURAL PLAN

43800

B3/EB1 Steel beam (primary) 800 WB 168 Scale 1:20 810 mm 275 mm

B2

EB1

C2

B3

B2 EB1

B2

EB1

B2

C1

EB1

C3

B1 B2

B2 B1 EB1

B2

B2 C3 B1

C1 B1 B2C1

EB1

C1

EB1

C3

P1 HOTEL TYPICAL HOTEL FLOOR STRUCTURAL PLAN 2.2B N 0 5 SCALE 1:200 STRUCTURAL PLAN 1:200

C1

C1

10

C3

S1 C3 2.3

EB1

B2

EB1

B2

C1

C3

EB1

EB1

EB1

C2

EB1

C1

0

5

C3

900

900

4800 4800

4800

4800 4800

4800

3600 4800 4800

C3

C3

4800

8 9

10

EB

C1 EB1

C1 C3

9

10

EB EB1

C3 C2

SCALE 1:200 @ A1

10

2.2A LOW-RISE STRUCTURAL PLAN 1

20m

SCALE 1:200 @ A1

810 mm

2.2A LOW-RISE STRUCTURAL PLAN

2.2A LOW-RISE STRUCTURAL PLAN

B2

C3

3600

C1

EB1

4800 4800

B2

B2

C3 C1 B2 B2 B1 EB1 EB1

B2 B1 B2

B3

EB1

EB1

C1

C2

B2 B2 B1

B2

B2

EB1

EB1 EB1 C1

C3

C3

C1

EB1 C3

B1 B2 EB1 EB1

C3 C1

B2

C1

9

B2 EB1

EB1 C3

EB1

C1

C1

C3

EB1

10

EB1

900

4800

3300

B2

C3

B2

EB1 EB1

EB1

C2

C3

4800

EB1

C1

B2

B2

B1

C1 SL1 EB1 C3

B2

B1 B2

B2

B2

B1

C1

EB1 B2

C3

B2 B2

EB1

C1

B2

B2 B1 EB1B2

B1 B2 B2 B2

B2

B1 B1

B2

EB1 B2

B2 B1 B2 B2

EB1 EB1

EB1 C1

EB1

EB1

C1

EB1

EB1 EB1 C1

C3

C3

C1

EB1 C3

B2

EB1

B1

EB1

C1

EB1

EB1 C3

C1

N

PLAN 1:200

20m 0

5

10

JAM-5 Architects

20m

2.2A LOW-RISE N STRUCTURAL PLAN 1:200 P2 LOW RISE STRUCTURAL PLAN SCALE 1:200 @ A1

-

SCALE 1:200

2.3

0

5 10 2.2A LOW-RISE N STRUCTURAL PLAN 1:200

20m 0

A

55

10 10

20m 20m

SCALE 1:200 @ A1

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

A2.2: Structural plans

Julia Quirk Qinyi Mao Xiaoyu Zhang

983633 904786 910445

SCALE @ A1:

PAGE:

VARIES

A2.2

DATE: 20/11/2020

EB1 EB1

C3

AS1

B1

C3

B2

C2 C1

EB1

B2

EB1

C3

C1

B2

EB1

B2

EB1

B2

B1 B2 C3

B2

C3

C3

B2

B2 C1

EB1

B2

EB1

B2

C1

B1 C1 FLOOR SCHEME 9: Central Core Lateral System: Outrigger with belt truss B2 Structural Material: Composite EB1

B2 B2

EB1

B1

EB1

B1

C3

LEGEND I H J 900 C1 4800 Steel Mega-column em4800 bedded in concrete 1800 x 900 C3 C1 C2 C2 Steel column conc. embed.

EB1 mm square EB1 800 C3 SteelB2beam (primary) 700 EB1 WB 150 B1 Steel beam (primary) 700 B2 C3 WB 150 B2SL1 Steel beam (typical) 530 UB 82 / B2 100 notch EB1 EB1 Steel Beam (Typical edge) 800 B2 WB 168 C1 SL1 Composite steel decking 120mm B2 thick, continuously supportedL1 @ EB1 2400 centres

C1

B2

3300

CB1 Cantileverd beams (taperB2 C3 ing) 300 PFC @ 1500 centres

EB1

B2

EB1

C2

B1 B2EB1B1

B2

SL1

EB1

C3

B2 B2

B2

CB1

EB1 EB1

B2

C2

C2

B1

C3 EB1

B2

EB1

10 C3

SL1

4800

B2

EB1

9

C3

EB1 B2

B1

B2

C1

B2

B2

B2

4800 B1

B2

EB1

8

B2

C1

EB1

B2

C1

B2

C1

EB1

B2

EB1

C2

B2

B3

B1 B2

EB1

8

EB1

G

4800

C2

B1

7

B2

C3

EB1

EB1

EB1

5

B2 EB1

C1

C1

J F 900

B2

6

B2

C3

EB1

B2

C3

B1 EB1

C3

B2

EB1

B2

B2

EB1

C3

B2

B3

EB1

C1

B2

ATRIUM

B2

C1

7

9150

900

6

EB1

C1

B2

EB1 B1

C1

EB1

B1

FLOOR SCHEME 9: Central Core B2 EB1truss Lateral System: Outrigger with belt Structural Material: Composite

B2

ATRIUM

EB1EB1

C1

C3

C3

B1

C1

B2

B2

C3

EB1

B2

5

C1 EB1

EB1

EB1

4

B2

C3

C3

C1

B2 EB1

E 4800 3600

EB1

3

B2

C3

EB1

B1

C3

EB1

C3

B2

EB1 B2

EB1

C1

B2

C1

B2

C1

EB1

4

B2

EB1 C3

EB1

C1 beams (tapering) 300 PFC cenB2 @ 1500 EB1 tres B1

C1

B2

B1 Cantileverd

B1

C1

EB1

4800

B2

EB1

C1

900

CB1

B1

SL1

D 4800 4800

B1 B2 B1

4800

EB1

B2

B2

C1

C 4800 4800

B2

3600

EB1

3

C3 B2

B2

I

9450

B2

4800

4800

C3

EB1

B2

2

H

3300 18300

B 4800 4800

EB1

4800

B2

B2

B1

4800

B2

SL1

B1

EB1

C1

C2

4800

4800

EB1

C1

B2

C3

G

EB1 EB1

900

C1

EB1

B2

1

9450

9450

E F A 3600 900 4800

C1

EB1

B2

C3

17700

B2

2

10350

B2

C3

EB1

B2

4800 C3

EB1

EB1

EB1

4800

4800

EB1

B2

B2

C1

C3

3300

B2

EB1

4800

43800

B1 B2 B1

EB1

4800

EB1 CB1

4800

B2

Steel column conc. embed.

B2 800 mm square C3 C3 SteelSL1beam (primary) 700 B1 WB 150 B2 B1 B2 B2 B1 B2EB1B1 B2 B1 Steel beam (primary) 700 WB 150 B2 C1 SL1 B2 Steel beam (typical) 530 UB B2 82 / 100 notch EB1 EB1 Steel Beam (Typical edge) B2 800 WB 168 C3 SL1 Composite steel decking B2 continuously 120mm thick, EB1 supportedL1 @ 2400 centres

EB1

4800

D

C

SCALE 1:200 @ A1 FLOOR SCHEME 9: Central Core Lateral System: Outrigger with belt truss Structural Material: Composite Module: 1200 mm Span Width: 2400 mm (max 3000mm) Core Width: 450 mm

43800

18300 3300

B

C2 1

FACADE

B2

EB1 C3

4800

C2

EB1

C3

4800

B2

EB1

EB1

x

C1

9450

C2

4800

CB1

bedded in EB1 EB1concrete 1800 B2 900 EB1 EB1

CB1

900

4800

EB1

C3

4800

4800

4800

EB1 EB1

B

C1 C1 SteelC3 Mega-column EB1 EB1 em-

4800

4800

EB1

C2

4800

J

900

C2

C1C1 EB1

C3

4800

I

H

G

10350

EB1

C3

LEGENDC1

E 4800 3600

A 900

3600

C2

C3

D 4800 4800

3300

900

800

C1

C 4800 4800

J F 900

4800

900 C1

B 4800 B 4800

I

3300

A 3600 J 900 4800

4800

H

9150

G

3300

3300

17700

F

9450

43800

9450

43800

FACADE

3300 E

18300 3300

SCALE 1:200 @ A1 FLOOR SCHEME 9: Central Core 43800 Lateral System: Outrigger with belt truss Structural Material: Composite Module: 1200 9450 mm 3300 Span Width: 2400 mm (max 3000mm) 18300 Core Width: 450 mm

EB

2.2A LOW-RISE N STRUCTURAL PLAN 1:200

20m

SCALE 1:200 @ A1

43800

EB1

C2

C2

SCALE 1:200 @ A1

2.2B HOTEL N STRUCTURAL PLAN 1:200

4800

3300

4800

EB1

EB1

EB1

B2

C3

B2

EB1

EB1

EB1 C1

B2

B2

B3 B2

B1 B2

EB1

B1

EB1

C3

EB1

C2

B2

B2

B3

ATRIUM

B2

B2 EB1

EB1

B3

EB1

4800

B2

8

EB1

B2

EB

C3

7

C1

EB1

C1EB1

4800

B2

7

EB1 C3

B2

B2

ATRIUM

EB

C1

6

4800

B2

EB

C1

4800

C3

B2 B2

B2

6

C3

EB1 B2

5

C1

B2 B2

B2

C1

900

EB1

B2 EB1

C1

EB1

EB

C1

900

C1

C1

5 3600

EB1

C1

EB1

C3EB1

4800

B1

C3

EB1

4

C3

17700

B1

EB1

EB1 EB

C3

10350

B2

EB1

C1

4

C3

17700

B2

B1 B2

EB1

EB1

10350

B2

B2

B2

3300

EB1 B2

C3

3

B2

B2

B2

3

C1

C1

B2

C3

EB1

EB1

B2

B2

9150

B2

B2

SL1

SL1

B2

SL1

B1

B1

C2 C2

EB

2

9150

B2

B2

2

C3

C3

3300

4800

B2

B2

B2

B2

EB1

4800

10350 3300

4800 10

B1 B2 B1

B1

EB1

10

B2

B1 B2 B1

B2 B1

9

C3

B2

B1

900

B3/EB1 Steel beam (primary) 800 WB 168 Scale 1:20 275 mm

3300

209 mm

528 mm

9

528 mm

B2

B2

4800

B2 Steel beam (typical) 530 UB 82 Scale 1:20

C1

4800

209 mm

8 10350

B2 Steel beam (typical) 530 UB 82 Scale 1:20

B1

EB1 C1

8EB1

4800

710 mm

B2

B1 B2

4800

C3

B2

B1

SL1

1 1

EB1EB1

B2

B2

B2

CB1 CB1

EB1EB1

B2 B2

EB1

EB1

A 900 900 480

C2C2

EB1 EB1

EB1

B2

7EB1

7

EB1

EB1

C3 C3

C1

B1 EB1

4800

710 mm

EB1

4800

3600 4800

250 mm

EB1

EB1

C1

C3

3600

17550

4800 43800

mm B1 Steel beam (primary) 700 WB250150 SCALE 1:20

C1

B

C3

C1

4800 4800

B2

C1

6

6

EB1EB1

B

C1C1

A

J J 900 900

I

48004800

B2

EB1

C1

C1

36004800 4800 4800 4800

I

H

B2

EB1

C3

5

C3

H

G

3300

3300

3300

4800

9300

4800

4

C1 C3

3600 4800

G

F

330

3300

9450

F

E

B2

B2

EB1

C3

5

B1 Steel beam (primary) 700 WB 150 SCALE 1:20

C1

4800 4800

EB1 EB1

B2 EB1

E

D

9450

18300

43800

4800

3300

4800 4800

C1

4800 4800

EB1 B2

EB1

D

C

EB1 EB1

C3

3

C

C3C1

EB1

2

C3

4

17550

43800

1

18300

9450

A B 900 4800 4800 C3 C2

EB1

3

ing) 150 PFC @ 1500 centres

4800

C2

2

ing) 150 PFC @ 1500 cenCB1 Cantileverd beams tres(taper-

B

900

900

1

3300

Steel Mega-column emC1 Steel Mega-column embedded in concrete 800 x concrete 800 x bedded in 400 mm 400 mm Steel column conc. embed.

C2 Steel columnC2 conc. embed.

600 mm square 600 mm square C3 Steel 700 beam (primary) 700 C3 Steel beam (primary) WB 150 WB 150 B1 Steel beam (primary) 700 B1 Steel beam (primary) 700 WB 150 WB 150 B2 Steel beam (typical) 530 UB B2 Steel beam (typical) 530 notch UB 82 / 100 82 / 100 notch B3 Steel beam (primary) 800 B3 Steel beam (primary) 800 WB 168 WB 168 EB1 Steel Beam (Typical edge) 800 edge) WB 168 EB1 Steel Beam (Typical 800 WB 168 SL1 Composite steel decking 120mm thick, continuously SL1 Composite steel decking supported @ 2400 centres 120mm thick, continuously supported @CB1 2400Cantileverd centres beams (taper-

9300

C1

9450

43800

A 900

LEGEND

900

LEGEND

3300

FACADE

3300

Core Width: 450 mm

43800

FACADE

SCALE 1:200 @ A1 FLOOR SCHEME 9: Central SCALECore 1:200 @ A1 Lateral System: Outrigger with belt truss FLOOR SCHEME 9: Central Core Structural Material: Composite Lateral System: Outrigger with belt truss Module: 1200 mm Structural Material: Composite 1200 mm Span Width: 2400 mmModule: (max 3000mm) Span Width: 2400 mm (max 3000mm) Core Width: 450 mm

C2

P4

TYPICAL HOTEL LEVEL FLOOR PLAN

S1 1.1

1

2

Steel angle at edge CB1 = Cantilevered beam (tapering) 300 to 150 PFC / 1500mm centres

SL1 = Composite Steel decking 120mm thick / bondek @ 54mm

FFL + 183 600

FLOOR LEVEL

10

FLOATING CEILING LEVEL

9

B1 = Steel Beam (typical) 700 WB 150

B2 = Steel Beam (typical) 530 UB 82 / 100mm notch

Gypsum wall 150mm

4800

4800

3600

4800

4800

4800

2950

2400

3540

SL1 = Composite Steel decking 120mm thick / bondek @ 54mm

900 240

4800

C

D

E

F

530

B

1300

4320 900 1020

935

A

Core shear wall @ 600mm

C3 = Steel beam (primary) 700 WB 150

FFL + 40 000

FLOOR LEVEL Steel angle at edge

FFL + 180 000 FLOOR LEVEL CB1 = Cantilevered beam (tapering) 300 to 150 PFC / 1500mm centres FLOATING CEILING LEVEL

B2 = Steel Beam (typical) 530 UB 82 / 100mm notch

FLOATING CEILING LEVEL

EXPRESS LIFT

EXPRESS LIFT

EXPRESS LIFT

HOTEL LIFT

HOTEL LIFT

GOODS LIFT

BOH

C1 = Steel mega-column embedded in concrete

2695

3060

4800

2

3345

3995

4800

9150

13470

4800

1

SL1 = Composite Steel decking 120mm thick / bondek @ 54mm

100

4800

9450

120

4800

18300

2600

45060 9450

8

EB1 = Steel beam ( typical edge) 800 WB 168

3600

Core shear wall 450mm

1020 3300 1020 900

1:5

100

240 900

6

120

71%

530

fficiency

HOTEL STRUCTURAL SECTION DRAFT D

3

1200

1 216.8 m2 3540

sable Area

4800

1 713.6 m2

1000

GFA

PRODUCED BY AN AUTODESK STUD

13890

5 FLOORS

EB1 = Steel beam (typical edge) 800 WB 168

3

HOTEL SKY LOBBY CROWNFFL + 235 190

240 900

LVL 46

FFL + 224 000

LVL 46

FFL + 216 000

LVL 45

MECHANICAL FFL + 216 000 LVL 45 FLOOR

SKY LOBBY FLOOR PLAN

4800

FFL + 154 800

LVL 30

FFL + 112 000

LVL 22

FFL + 116 000

LVL 23

LVL 21

FFL + 100 000

LVL 19

FFL + 104 000

LVL 20

FFL + 96 000

LVL 18

FFL + 100 000 LVL 19

FFL + 92 000

LVL 17

FFL + 96 000

LVL 18

FFL + 88 000

LVL 16

FFL + 92 000

LVL 17

FFL + 88 000

LVL 16

LVL 14

FFL + 80 000

LVL 15

FFL + 72 000

LVL 13

FFL + 76 000

LVL 14

FFL + 68 000

LVL 12

FFL + 72 000

LVL 13

FFL + 64 000

LVL 11 FFL + 68 000

LVL 12

S1 1.1

LVL 09

FFL + 60 000

LVL 10

FFL + 52 000

LVL 08

FFL + 56 000

LVL 09

9450

FFL + 36 000

LVL 04

FFL + 40 000

LVL 05

4000 4000 4000

FFL + 36 000

LVL 02

4320 900 1020

B

3600

1

LVL 03

10.8m

1 713.6m2

253.8m2 1 038.6m2 61%

MECHANICAL LEVEL

28

1

8m

1 713.6m2

290.8m2

16-27

12

4m

1 713.6m2

290.8m2 1 422.8m2 83%

15

1

8m

1 713.6m2

324m2

968.4m2 57%

LOW RISE OFFICE

2-14

13

4m

1 713.6m2

324m2

1 389.6m2 81%

MECHANICAL LEVEL

2

1

8m

1 713.6m2

324m2

GROUND FLOOR

0

1

20m

5 9464m2

E

10

4800 3600

17704

17700

Typical Warren Truss Podium roof structure

4800

LRO LIFT

LRO LIFT

FFL + 5 077 GL + 13 668

4800

LRO LIFT

FFL + 40 000

CB1 = Cantilevered beam (tapering) 300 to 150 PFC / 1500mm centres FLOATING CEILING LEVEL

B2 = Steel Beam (typical) 530 UB 82 / 100mm notch

FFL + 5 077 GL + 13 668

EB1 = Steel beam (typical edge) 800 WB 168

C1 = Steel mega-column embedded in concrete

2550

4800

CROWN CONFIGURATION S DER

FLIN

FFL + 36 000

E

LAN

NE

LA PODIUM CONFIGURATION ERS ND FLI

Typical Podium Truss (500 mm) with Transfer Beam @ 1200mm centred

100

4800 240 900

FLOOR SCHEME 9: Central core LATERAL SYSTEM: Outrigger with belt truss STRUCTURAL MATERIAL : Composite MODULE: 1200mm SPAN WIDTH: 2400mm (Max 3000mm) CORE WIDTH: 450mm

SCHEME D : Steel Column 400 - 600 mm depth.

13890

FLOOR LEVEL

S

LLIN

T

LRO LIFT

LLIN

CO ET TYPICAL FLOOR ESCHEME STR

Steel angle at edge

Typical Warren Truss Podium roof structure

BOH

Core shear wall @ 600mm

ET

RE S ST

REE

9150 10350

SL1 = Composite Steel decking 120mm thick / bondek @ 54mm

CO

outrigger and belt truss system

FEMALE WC

AMB. WC

15000

FLOOR LEVEL

LVL UG 2

3540

8

T ST

45060

9

LVL UG 1

6 FLOATING CEILING LEVEL

STRUCTURAL SECTION SCALE 1:500

0

5

10 0

P1

5 640.0m2

F

5

81%

5m

LOW-RISE STRUCTURAL SECTION DRAFT D 1:50 HOTEL STRUCTURAL SECTION DRAFT D 1:5 324m2

EET

1 713.6 m2 FFL - 6 700

1

STR

LVL UG 2

.5

0

RKE

3

LRO LIFT

GL + 8 591

5m

900 240

outrigger and belt truss system

MALE WC

4

LVL 00

1

MA

LVL 01

.5

0

MS LIA

CPARK

1

WIL

20000

29

T REE T ST

LVL 01

LVL 00

5000

SKY LOBBY

EET

3350

253.8m2 1 216.8m2 71%

STR

6700 6700

1 713.6m2

MS LIA

3350

3.6m

WIL

CPARK

14

RKE

LVL 02

1 389.6 m2

S1 -

30-43

4800

2

PODIUM

fficiency

HOTEL

1220

3540

4800

GOODS LIFT

PODIUM

sable Area

253.8m2 1 216.8m2 71%

SL1 = Composite Steel decking 120mm thick / bondek @ 54mm

S3

LVL 04

LVL UG 1

81700

8300 8320

9450 4800

GOODS LIFT

GFA

1 713.6m2

MA

8000 8000

4800

D

C

4000

FFL + 32 000

4800

4800

4000 4000

LVL 03

FFL + 20 000

FFL - 3 000

10.8m

100

LVL 06

4800

NLA/NUA EFFICIENCY

60250

FFL + 44 000

FFL + 28 000

3 FLOORSFFL - 6 700

1

8250

LVL 05

MECHANICAL FLOOR

OW RISE OFFICE

44

8250

FFL + 40 000

18300

4800

CORE

7200

LVL 07

FFL + 0

HOTEL AMENITY FLOOR

14400

FFL + 48 000

A

FFL - 3 000

253.8m2

20000

LVL 06

GL + 8 591

1 713.6m2

4070

FFL + 44 000

FFL + 0

8m

4800

LVL 08

A

9150

FFL + 52 000

MECHANICAL FFL + 20 000 FLOOR

1

13470

4000

52000 4000

LVL 07

TOTAL FLOORS : 13

FFL + 28 000

45

60250

FFL + 56 000

FFL + 32 000

MECHANICAL LEVEL

4800

4000

LVL 11

4000

FFL + 64 000

FFL + 48 000

GFA

52000

3300 1020 900

LVL 10

LOW RISE OFFICES

TFH

5590 2580

4000 4000

45060

1020 4800

TOTAL FLOORS : 13

FLOORS

outrigger and belt truss system

FFL + 60 000

FFL + 180 000

FL. NO.

120

108008000 8000

FFL + 76 000 4000

LVL 15

C3 = Steel beam (primary) 700 WB 150

* SITE FAR = 89 460m2

RISE OFFICE TYPICAL OFFICEMID FLOOR SECTION OFFICE CHANGEOVER SCALE 1:50

530

4000 4000 4000

TYPICAL MID RISE OFFICE FLOOR PLAN

4000

P2

outrigger and belt truss system

OFFICE FFL + 80 000 CHANGE OVER FLOOR

LOW RISE OFFICES

8000

4800

FFL + 108 000

OFFICE CHANGE OVER FLOOR

229600

3600

17704

17700

45060

LVL 20

4000

FFL + 104 000

6

935

83%

TOTAL FLOORS : 12

LVL 21 FFL + 112 000 LVL 22

3060

fficiency

S3 -

3995

MID RISE 2 000 FFLm + 108 1 422.8 OFFICES

EB1 = Steel beam ( typical edge) 800 WB 168

AMB. WC

5

3540 240 900

4000

2

FFL + 36 000

49540

LVL 24

5 9464m2 5 640m2

249600

FFL + 120 000

20m

58490

LVL 23

1

6460 5240

FFL + 116 000

5 141m2

1220

FFL + 124 000 LVL 25

24m

AREA BREAKDOWN

PRODUCED BY AN AUTODESK STUDENT VERSION

LVL 24

3

FLOATING CEILING LEVEL

outrigger and belt truss system

4800

FFL + 120 000

GOODS LIFT

4800

LVL 26

MRO LIFT

4800

FFL + 128 000

MECHANICAL GF

PROGRAM FLOATING CEILING LEVEL

FEMALE WC

9150 10350

LVL 25

MRO LIFT

13890

8000 4000

FFL + 124 000

4000

LVL 27

sable Area

4000

LVL 28

FFL + 132 000

1 713.6 m

TOTAL FLOORS : 12

FFL + 136 000

LVL 26

4000

56000

MID RISE OFFICES

LVL 27

44 554m2 36 107m2

FLOOR LEVEL

outrigger and belt truss system

MRO LIFT

108m

FLOOR LEVEL

B2 = Steel Beam (typical) 530 UB 82 / 100mm notch

Gypsum wall

26

MRO LIFT

4

FFL + 128 000

4000

MID RISE OFFICE

MRO LIFT

3

MECHANICAL FFL + 136 000 LVL 28 FLOOR

4000

250000

LVL 29

MRO LIFT

MALE WC

EB1 = Steel beam (typical edge) 800 WB 168

B1 = Steel Beam (typical) 700 WB 150

27 418m2150mm 19 290m2

OFFICE

1220

4800

10800 10800

FFL + 144 000

FFL + 132 000

GFA

100

GOODS LIFT

HOTEL SKY FFL + 144 000 LVL 29 LOBBY

MECHANICAL FLOOR

2600

3600

4800

3600

2

HOTEL SKY LOBBY

2 FLOORS

HOTEL

58490

LVL 31

C1 = Steel mega-column embedded in concrete 26 m Core shear wall 16 72m 450mm

CROWN

NLA

6460 5240

FFL + 158 400

250m

52000

LVL 30

LVL 32

GFA*

83 076m2 55 398m2

7200

FFL + 154 800

FFL + 162 000

FLOATING CEILING LEVEL

FLOORS TFH

46

14400

LVL 31

LVL 33

TOTAL

3600

FFL + 158 400

FFL + 165 600

SCHEMATIC DESIGN SCHEDULE

20000

LVL 32

LVL 34

FFL + 183 600

4070

FFL + 162 000

FFL + 169 200

1

Steel angle at edge CB1 = Cantilevered beam (tapering) 300 to 150 PFC / 1500mm centres

SL1 = Composite Steel decking 120mm thick / bondek @ 54mm

B2 = Steel Beam (typical) 530 UB 82 / 100mm notch

5590 2580

LVL 33

LVL 35

F

3345

3600 50400 3600 3600 3600 3600 3600

FFL + 165 600

FFL + 172 800

E

CB1 = Cantilevered beam (tapering) 300 to 150 PFC / FLOOR LEVEL 1500mm centres FLOATING CEILING LEVEL

1000

LVL 34

LVL 36

D

C

3060

FFL + 169 200

FFL + 176 400

B

4800

3995

LVL 35

LVL 37

4800

FFL + 172 800

A

FFL + 180 000

S2

4800

LVL 36

LVL 38

4320 900 1020

FFL + 176 400

FFL + 183 600

9150

LVL 37

4800

13470

3600

FFL + 180 000

4800

100

3600

100

4800

Core shear wall @ 600mm

8300 8320

4800

Steel angle at edge

900 240

100

4800

3540

1220

4800

9450

62450

B18300

9450

HOTEL TOTAL FLOORS : 15

1

8000

FFL + 187 200 LVL 39

229600

1020 3300 1020 900

1300

TOTAL FLOORS : 15

5m

FFL + 40 000

FLOOR LEVEL

45060

249600

LVL 38 FFL + 183 600

LVL 40

2695

3600

HOTEL

FFL + 190 800

81700

LVL 39

LVL 41

2

62450

FFL + 187 200

FFL + 194 400

1

8

SL1 = Composite Steel decking 120mm thick / bondek @ 54mm

SL1 = Composite Steel decking 120mm thick / bondek @ 54mm

49540

LVL 40

LVL 42

9

3

3600

FFL + 190 800

FFL + 198 000

.5

0

LOW-RISE STRUCTURAL SECTION DRAFT D 1:5

2550

LVL 41

LVL 43

530

FFL + 194 400

FFL + 201 600

2950

LVL 42

LVL 44

120

FFL + 198 000

FFL + 205 200

1200

LVL 43

2400

FFL + 201 600

10

3600

LVL 44

PRODUCED BY AN AUTODESK STUDENT VERSION

S1 1.1

120

3600 3600 3600 3600

FFL + 205 200

TYPICAL HOTEL FLOOR SECTION SCALE 1:50

PRODUCED BY AN AUTODESK STUDENT VERSION

10800

18400

P3

530

19190

ROOFTOP BAR

MECHANICAL FLOOR

S2 -

3345

FFL + 224 000

6

1300

61%

ROOFTOP BAR

2695

fficiency

FFL + 235 190

935

1 038.6 m2

3540

sable Area

4800

1 713.6 m2

26400

GFA

1:50

PRODUCED BY AN AUTODESK STUDENT VERSION

FLOOR

13890

14810

CROWN

4800

9150 10350

5

HOTEL STRUCTURAL SECTION DRAFT D

14400 14400

FL + 247 600

FLOATING CEILING LEVEL

1

11350

2

4800

3

GOODS LIFT

7610

4

5

6

1

2

5m

14400 14400

FL + 247 600

3

GOODS LIFT

1

11350

4

5

HOTEL LIFT

.5

0

7610

4800

HOTEL LIFT

PRODUCED BY AN AUTODESK STUDENT VERSION

4 6

FFL + 36 000

FLOOR LEVEL BOH

3600

17704

17700

45060

4800

BOH

TYPICAL LOW RISE OFFICE FLOOR PLAN

JAM-5 Architects

5

10

-

20m

KEY NTS

S1 1.1

ABPL90118: Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

20m

PROJECT: 0 .5 1

433-455 Collins St 5 Melbourne Site B

15m

TITLE:

DRAWN BY:

A2.3: Structural sections

Julia Quirk Qinyi Mao Xiaoyu Zhang

SCALE @ A1: 983633 904786 910445

VARIES

DATE:

0

.5

PAGE: 1

A2.3

5m

20/11/2020

LOW-RISE STRUCTURAL SECTION DRAFT D 1:5

120 1550

FLOOR LEVEL

External Vision Panel VP1

600mm Permeable Walkway

SOLAR HEAT ABSORB BY SOLAR PANEL

4000

480

FLOATING CEILING LEVEL

1180

FFL + 40 000

External Vision Panel VP1

600mm Permeable Glass louvres Walkway Glass louvres SOLAR HEAT ABSORB BY SOLAR PANEL

AIR OUT

AIR OUT

1495

2450

AIR OUT

Internal Vision Panel VP2

FFL + 36 000

210

FLOOR LEVEL

255

480

Internal Vision Panel VP2 SOLAR HEAT REFLECTEDSOLAR BY HEAT LOW-E GLAZING REFLECTED BY

AIR IN

AIR IN

AIR IN

LOW-E GLAZING

50mm cavity

50mm cavity

Aluminium Backpan Aluminium Backpan light grey finish light grey finish Insulation

FLOATING CEILING LEVEL

Insulation Aluminium Backpanel Aluminium Backpanel

Operable Window

Operable Window

6

S1 -

3

1

2

TOWER FACADE SECTION DIAGRAM SCALE 1:40

0

0

.5

.5

1

5m

5m

1

14400 14400

14810

FL + 247 600

4

5

FL + 247 600

14400

FFL + 235 190

FL + 247 600

14400

26400

CROWN

11350

Crown

14400 14400

FFL + 235 190

Crown

LVL 46

MECHANICAL FLOOR

FFL + 235 190 A

3.2

FFL + 216 000

LVLFFL 45

+ 224 000

3.2

LVL 45 FFL + 216 000 FFL + 224 000

FFL + 194 400

LVL 41

FFL + 190 800

LVL 40

FFL + 201 600

FFL + 198 000

LVL 39

FFL + 194 400

LVL 38 FFL + 183 600

FFL + 183 600

LVL 35

FFL + 162 000

LVL 32

FFL + 172 800

FFL + 169 200

LVL 31

FFL + 158 400

3600

FFL + 165 600

LVL FFL 30

FFL + 154 800

+ 162 000

LVL 28

FFL + 116 000

LVLFFL 23

LVL+25 + 124 000 FFL 132 000

LVL 27

FFL + 112 000

LVLFFL 22

LVL+24 + 120 000 FFL 128 000

LVL 26

FFL + 108 000

LVLFFL 21

LVL+23 + 116 000 FFL 124 000

LVL 25

FFL + 104 000

LVLFFL 20

LVL+22 + 112 000 FFL 120 000

LVL 24

FFL + 100 000

LVLFFL 19

LVL+21 + 108 000 FFL 116 000

LVL 23

LVLFFL 18

LVL+20 + 104 000 FFL 112 000

LVL 22

FFL + 92 000

LVLFFL 17

LVL+19 + 100 000 FFL 108 000

LVL 21

FFL + 88 000

LVLFFL 16

+ 96 000

LVL+18 FFL 104 000

LVL 20

FFL + 92 000

LVL+17 FFL 100 000

LVL 19

LVL+16 FFL 96 000

LVL 18

FFL + 92 000

LVL 17

LVL+15 FFL 88 000

LVL 16

249600 58490 49540

LVLFFL 11

+ 72 000

LVL+13 FFL 80 000

LVLFFL 09

+ 64 000

LVL+11 FFL 72 000

LVL 13

FFL + 52 000

LVLFFL 08

+ 60 000

LVL+10 FFL 68 000

LVL 12

LVL+09 FFL 64 000

LVLFFL 06

+ 52 000

LVL+08 FFL 60 000

LVL 10

FFL + 40 000

LVLFFL 05

+ 48 000

LVL+07 FFL 56 000

LVL 09

FFL + 28 000

+ 36 000

LVL+04 FFL 44 000

LVL 06

FFL + 32 000

LVL+03 FFL 40 000

LVL 05

LVL+02 FFL 36 000

LVL 04

FFL + 32 000

LVL 03

LVL+01 FFL 28 000

LVL 02

15000

49540 6460 5240 1220

-

3

Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer to Louvreclad Kensington Aluminium Three-pass Waterproof Louvre.

PVF2 Anthracite Coating.

1200W x 600H mm

1200W x 4000H mm

ViridianSP3 6+12+6mm Performatech Double Glazed 1200W x 2700H mm Pane. 0% Transparency. 600mm cavity Primary Glazing unit. Low E Coating.

PANEL 1

VISION PANEL 4

Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer Pane. High Transparency. 600mm cavity . Viridian 6+12+6mm Performatech Double Glazed Primary Glazing unit, Low E Coating behind. Expressed Aluminium transom PVF2 coating.

VP4

VISION PANEL 5

1200W x 1800H mm

Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer Pane. High Transparency. 600mm cavity . Viridian 6+12+6mm Performatech Double Glazed Primary Glazing unit, Low E Coating behind.

VP5

ROOF PANEL 1

1200W x 3600H mm

+

Viridian 12mm Evantage Clear + 12 + 12mm Clear Thermotech Double Glazed Toughened Glass.

P2

PANEL 2

1200W x 3600H mm

900W x 1800H mm

T

Bendheim Fritted glass panel with Lumi Frit™ Large EEDot STR 1200W x 1300H mm Tempered Laminated glass NS with Spider

RP1

SPANDREL PANEL 1

SP1

Viridian 6mm VFloat Clear + 12 +Pattern.

6mm Thermotech Low Iron Double Glazing Unit. Visible Aluminium Panel fixed to Fitting System structure behind.

PANEL 1

P1

Viridian 6mm VFloat Clear + 12 + 6mm Thermotech Double Glazing Unit. Visible Aluminium Panel fixed to structure behind.

N

N

Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer 1200W x 4000H mm Pane. High Transparency. 600mm cavity . Viridian Bendheim - Fritted glass panel with Lumi Frit™ P1Performatech Double 6+12+6mm Glazed PrimaryCeramic Glazing unit, Low E Coating behind.

Large Dot Pattern. Fully Toughened Laminated Glass 10

VP3

BUILDING PERSPECTIVE AND GLAZING FINISHES 12 + 10mm

outrigger and belt truss system

Typical Warren Truss Podium roof structure

1200W x 2400H mm

LLI

CO

1200W x 3600H mm

20000

7200

4070

A

4069

2550

20000

3.1

5593

LVL UG 2

C

3.2

S LA

DER

FLIN

S DER

FLIN

E

LAN

A

0

COLLINS STREET & WILLIAMS STREET FACADE ELEVATION SCALE 1.500

COLLINS & WILLIAMS STREET FACADE ELEVATION A COLLINS STREET & WILLIAMS STREET FACADE ELEVATION SCALE 1:500 3.1 SCALE 1.500

JAM-5 Architects

5

10

0

FFL + 0 GL + 8 591

20m

5

0

10

EET STR

5590 2580

MS

FFL + 5 077 GL + 13 668

FFL + 0 GL + 8 591

NE

T REE

2549 2582

LVL UG 1

C

T

REE

S ST

IN OLL

5590 2580

14400

3600

3.1

EET

C

FFL + 5 077 GL + 13 668

C

E1 A

T

REE

S ST

IN OLL

STR

LVL 01

3.2

7200

1200W x 1800H mm

Terracotta Onyx 15.2mm Amorphous Silicon PV Glass Outer Pane. High Transparency. 600mm cavity . Viridian 6+12+6mm Performatech Double Glazed Primary Glazing unit, Low E Coating behind.

VP1

(Lobby glazing)

LVL 00

14400

Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer Pane. 0% Transparency.

T ST RKE

3600

SIZE

SP2

MA EET STR

20000

Clear

DESCRIPTION

LIA

4070

CODE

SPANDREL PANEL 2

IL EWT

2550

1200W x 1550H mm

E STR

CPARK

Viridian 12mm VFloat Clear 10+12+10mm Thermotech Double Glazing Unit. Visible light grey Aluminium Panel fixed to structure behind.

Podium Structural Glass Facade System, Truss System with Point Fixed IGUs

T RKE

8250

20000

1200W x 260-265H mm

Ceramic Fritted Glass

MA

5000

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Mechanically Controlled Louvre.

GL2

MS

3350

1200W x 260-265H mm

LIA

6700 6700

Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Mechanically Controlled Louvre.

VISION PANEL 3

Mechanical floor

3.1

E1 -

GL1

T

LVL FFL 02

Podium

GLASS LOUVRE 1

WIL

FFL - 6 700

1200W x 1800H mm

REE

LVL 07

FFL + 20 000

FFL - 3 000

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass.

GLASS LOUVRE 2 SCHEDULE

NAME

PODIUM

GL + 8 591

VP4

T ST

LVL+05 FFL 48 000

Podium

VISION PANEL 4

RKE

+ 40 000

FFL + 20 000

1200W x 4000H mm

MA

LVLFFL 03

Mechanical floor

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Outer Wall.

Viridian 10+12+10mm Performatech Glazed Primary Glazing unit, Low-E Coating.

MS LIA

LVL 08

+ 28 000

VP3

WIL

+ 44 000

A LVL+06 FFL 52 000

LVLFFL 01

FFL + 20 000

VISION PANEL 3

SPANDREL PANEL SP1 Unitised Curtain Wall System, Capral CW175 1 System Aluminium extrustion with PVF2 coating COLOUR SPEC NEEDED

LVL 11

FFL + 44 000

FFL + 32 000

outrigger and belt truss system

52000

FFL + 56 000

LVLFFL 04

1200W x 2700H mm

SPANDREL PANEL VISION PANEL 2 VP2 LVL 14

Low Rise FFLOffices + 36 000

Viridian 10+12+10mm Performatech Double Glazed Primary Glazing unit. Low-E Coating.

LVL 15

LVL+12 FFL 76 000

+ 56 000

VP2

VISION PANEL 1

+ 68 000

LVLFFL 07

VISION PANEL 2

Bronze Tinted

LVL 14

LVLFFL 10

4000

52000

+ 76 000

FFL + 60 000

4000

60250

LVLFFL 12

1200W x 4000H mm

B

3.2

60250

6460 5240 1220

4000

+ 80 000

Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Outer Wall.

Viridian 10+12+10mm Performatech Glazed Primary Glazing unit, Low-E Coating.

8250

LVLFFL 13

VP1

7200

FFL + 72 000

SIZE

VISION PANEL 1

B

14400

LVL 14

DESCRIPTION

3.2

3600

FFL + 76 000

+ 88 000

CODE

6458

4000 4000 4000

LVL 27

60250

LVLFFL 15

MECHANICAL FLOOR

FFL + 5 077 GL + 13 668

Gold Tinted

NAME

LVL 29

249600

8000 229600

4000 56000 4000 4000 4000

FFL + 80 000

FFL + 64 000

Low Rise Offices

FFL + 0

TOWER FACADE Unitised Curtain Wall System, Capral CW175 System Aluminium extrustions with PVF2 coating Anthracite matte finish #RAL 7016

8000

8300 8320

1220

LVL+26 + 128 000 FFL 136 000

4000 4000

250000

LVLFFL 24

FFL + 48 000

3350

outrigger and belt truss system

LVL 29

FFL + 120 000

4000 108008000 8000 4000 4000 4000 4000

LVL 30

+ 132 000

4000 52000 4000

FFL + 154 800

LVLFFL 25

Office FFL + 68 000 Change Over Floor

TOTAL FLOORS : 13

4000

LVL 31

Offices

LOW RISE OFFICES

4000

+ 144 000

FFL + 158 400

SCHEDULE PODIUM Podium Structural Glass Facade System, Truss System with Point Fixed IGUs Structural Steel with Akzo Nobel International Paints Interchar® 212 Fire-rated epoxy intumescent 2 pac paint system, Anthracite matte finish #RAL 7016

1220

LVL 32

LVL+28 + 136 000 FFL 144 000

FFL + 96Rise 000 Mid

Office Change Over Floor

4000

LVL 31

LVL 34

LVLFFL 26

OFFICE CHANGE OVER FLOOR

8000 8000

LVL 32

FFL + 169 200

LVL 35

LVL 27

FFL + 124 000 Mechanical floor

Mid Rise Offices

LVL 33

FFL + 172 800

Terra Cotta Tinted

LVL 36

LVL 30 FFL + 154 800 FFL + 162 000

LVL FFL 28

FFL + 128 000

MID RISE OFFICES

FFL + 176 400

LVL 37

5239

8000 4000 4000

Mechanical floor

LVL 34

LVL 33

MECHANICALHotel Sky FLOOR Lobby

Hotel FFL + 132Sky 000 Lobby

FFL + 180 000

LVL 38

FFL + 165 600

FFL + 144 000 LVL 29

FFL + 136 000

LVL 35

1219

10800 10800

FFL + 158 400 HOTEL SKY LOBBY

FFL + 183 600

LVL 39

8000

LVL 33

LVL 36

229600

FFL + 165 600

FFL + 176 400

LVL 37

FFL + 187 200

LVL 40

249600

LVL 34

LVL 38

FFL + 190 800

LVL 41

58490

FFL +Hotel 169 200

LVL 39

FFL + 194 400

LVL 42

229600

62450

FFL + 180 000

FFL + 198 000

B

8300

81700

3600 3600 3600 3600 3600

FFL + 187 200

LVL 36

FFL + 176 400

FFL + 172 800

3600

LVL 37

LVL 40

LVL 43

58486

50400

FFL + 180 000

LVL 41

FFL + 201 600

Sliver Tinted

LVL 44

8322

3600

FFL + 190 800

LVL 42

FFL + 205 200

52000

3600

HOTEL

LVL 43

1219

FFL + 187 200

LVL 45

LVL 44

49542

3600 3600 3600 3600

FFL + 205 200

81700

LVL 42

62450

FFL + 198 000

8300 8320

LVL 43

81700

LVL 44

LVL 46

62450

FFL + 205 200

Mechanical floor FFL + 201 600

FFL + 216 000

Hotel

7608

A

Rooftop bar

8250

3600

7610

10800

Mechanical floor

TOTAL FLOORS : 15

4000

LVL 46

11350

18400

Rooftop bar

TOTAL FLOORS : 12

7610

FFL + 224 000

11350

19190

ROOFTOP BAR

5

10 20m

20m

-

FL

NE

S LA

ER IND

KEY NTS

N

N

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

A3.1: Façade Overall Elevation & Enlarged section

Julia Quirk Qinyi Mao Xiaoyu Zhang

983633 904786 910445

SCALE @ A1:

PAGE:

VARIES

A3.1

DATE: 20/11/2020

SCHEDULE PODIUM Podium Structural Glass Facade System, Truss System with Point Fixed IGUs Structural Steel with Akzo Nobel International Paints Interchar® 212 Fire-rated epoxy intumescent 2 pac paint system, Anthracite matte finish #RAL 7016

SCHEDULE TOWER FACADE

1200

1200

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

SP2

SP2

SP2

SP2

SP2

SP2

SP2

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

SP3

SP3

VP4

SP3

VP4

VP4

SP3

SP3

VP4

VP4

SP3

VP4

VP4

VP4

VISION PANEL 3

VP3

VISION PANEL 2

VP2

+ 1274 600 VISIONFFL PANEL

VP4

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass.

1200W x 1800H mm

VISION PANEL 3

VP3

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Outer Wall.

Viridian 10+12+10mm Performatech Glazed Primary Glazing Terracotta unit, Low-E Pilkington Coating. Reflite 10+6mm On-line Coated Reflective Solar Control Glass Mechanically Controlled Louvre.

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass.

VP4 VP4 VP4

1200W x 4000H mm

GLASS LOUVRE 1

GL1

VISION PANEL 4

VP4

GLASS LOUVRE 2

GL2

VP4 VP4On-line Coated Reflective VP4 Bronze Pilkington Reflite 10+6mm Solar Control Glass Mechanically Controlled Louvre.

1200W VP4 x 260-265H mm

GLASS LOUVRE 1

GL1

1200W x 260-265H mm

SPANDREL PANEL 1

SP1

Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Mechanically Controlled Louvre.

Viridian 12mm VFloat Clear 10+12+10mm Thermotech Double Glazing Unit. Visible light grey Aluminium Panel fixed to structure behind.

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Mechanically Controlled Louvre.

Bronze OnyxVP4 15.2mm Amorphous VP4 Silicon PV Glass OuterVP4 Pane. 0% Transparency.

VP4 VP4 VP4 Viridian 12mm VFloat Clear 10+12+10mm Thermotech Double Glazing Unit. Visible light grey Aluminium Panel SP3 behind.

SP3 SP3 fixed to structure Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer SP3 SP3 SP3 Pane. 0% Transparency. 600mm cavity to Louvreclad

1200W x 1800H VP4 mm

VP4

VP4

VP4

GLASS LOUVRE 2

GL2

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SPANDREL PANEL 2

SP2

SP3

SP3

SP3

SP3

SP3

SP3

SP3

VP4

VP4

SP3 SP3

VP4

VP4

SP3 SP3

VP4

VP4

SP3

VP4

SP3

VP4

SP3

SP3

VP4

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3 SP3

SP3

SP3 SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

A 3.2

SPANDREL PANEL 2

SP2

PANEL 1

P1

SPANDREL PANEL 3

SP3

PANEL 2 (Lobby)

P2

PANEL 1

P1

PANEL 2 (Lobby)

P2

1200W x 4000H mm

1200W x 4000H mm SP2 1200W x 2700H mm SP2

SP2

SP2

SP2

SP2

SP2

SP2

1200W x 260-265H mm 1200W x 1800H mm VP4

VP4

VP4

VP4

VP4

VP4

VP4

1200W x 1550H mm 1200W x 260-265H mm

VP4

VP4 1200W x 1550H mm

VP4

VP4

SP3 1200W SP3 x 600H mm

Kensington Aluminium Three-pass Waterproof Louvre.

Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer PVF2 Anthracite Coating.

Pane. 0% Transparency.

350

CROWN FACADE ENLARGED

VP4

VP4 SP3

VP4 SP3

SP3

SP3

SP3

SP3

1200W x 1800H mm

Bendheim Fritted Lumi Frit™ Large Dot SP3 SP3 glass panel withSP3 Pattern. Fully Toughened Laminated Glass 10 + 12 + 10mm SP3 SP3 SP3 Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer Pane. 0% Transparency. 600mm cavity to Louvreclad Kensington Aluminium Three-pass Waterproof Louvre.

Viridian 12mm Evantage PVF2 Anthracite Coating.Clear + 12 + 12mm Clear Thermotech Double Glazed Toughened Glass.

SP3 SP3 SP3

1200W x 3600H SP3 mm

SP3Fritted glass panel with SP3 Lumi Frit™ Large SP3 Bendheim Dot Pattern. Fully Toughened Laminated Glass 10 + 12 + 10mm

1200W SP3 x 3600H mm

Viridian 12mm Evantage Clear + 12 + 12mm Clear Thermotech Double Glazed Toughened Glass.

1200W x 3600H mm

SP3

SP3

SP3

SP3

SP3

SP3

SP3

1200W x 600H mm 1200W x 3600H mm SP3

SP3

SP3

SP3

SP3

SP3

SP3

SCALE 1.50

A 3.2

CROWN FACADE ENLARGED

A A 3.2 3.2

SCALE 1.50

E1 A CROWN FACADE DETAIL ELEVATION CROWN FACADE ENLARGED A SCALE 1:50 SCALE 1.50

.5

0

CROWN FACADE ENLARGED

1

.5

0

2m

1

2m

SCALE 1.50

CROWN FACADE ENLARGED CROWN FACADE ENLARGED SCALE 1.50 SCALE 1.50

1200

1200

1200

GL1

GL1

GL1

GL1

GL1

VP1

VP1

VP1

GL2

GL1

GL1

GL1

GL1

GL1

GL2

GL1

GL1

GL1

GL1

GL1

GL2

GL1

GL1

GL1

GL1

GL1

GL2 VP3 GL2 VP4 GL2 GL2 GL2

GL1 VP1 GL1 VP4 GL1 GL1 GL1

GL1 VP1 GL1VP4 GL1 GL1 GL1

GL1 VP1 GL1VP4 GL1 GL1 GL1

GL1 VP1 GL1VP4 GL1 GL1 GL1

GL1 VP1 GL1 GL1 GL1 GL1

2450 265 260

1800

260 260 265 260

955

VP2

VP2

VP2 VP4

VP2 VP4

SP1

SP1

260

GL2 SP3

260

GL2

GL2

SP3

SP1

GL2

970

SP3

SP1

GL1

GL1

GL1

GL1

GL1

GL1 SP3

GL1 SP3

GL1 SP3

GL1 SP3

GL1

GL1

GL1

GL1

GL1

GL1

SCHEDULE

NAME

SP2

SP2

SP2

SP2

SCALE 1.50

E2 -

0

.5

1

0

0.5

.5 1

GL2 GL2 GL2

GL1

GL2 GL2

VP4

VP4

2

CROWN ENLARGED MID RISE OFFICE DETAIL ELEVATION MID RISE OFFICEFACADE FACADE ENLARGED SCALESCALE 1:50 1.50 SCALE 1.50

2

GL1 GL1

GL2 SP1

GL2

GL1

SP1

SP1

GL2

GL2

SP1

GL1

GL1

GL1

GL1

GL1 VP4

GL1

GL1 GL1

GL1

GL1

GL1

GL1

GL1

GL1

GL1

GL1

GL1

VP4

GL1

GL1

GL1

GL1

GL1

VP1 VP1

GL1

GL1

GL1

GL1

GL1 VP4

GL1

GL1 GL1

GL1

GL1

GL1

VP1 VP1

GL1

GL1

GL1

GL1

GL1 VP4

GL1

GL1 GL1

GL1

GL1

GL1

GL1 GL1 GL1 GL1 GL1 GL1

GL1

GL1

GL1

GL1

GL1

GL2

2m

4m

260

SP3

SP3

SP1

GL2

VP4

VP4

VP4

SP3

SP3

SP3

SP1 SP1 DESCRIPTION

SP3

GL1 GL1

SP1

VP1 VP1

GL1

SP3

GL1

GL1 GL1

GL1

GL1

GL1 GL1

SP3

GL1 GL1

GL1

VP1 VP1

GL1

SP3

GL1

GL1

GL1

GL1

GL1

GL1 GL1

GL1

SP3

GL1

GL1

GL1

SP3

GL1

GL1 GL1

GL1

GL1

GL1 GL1

SP3

GL1

GL1

GL1

GL1

VP1 VP1

GL1

A VP23.2 B B 3.2 3.2

VP1 VP1

GL1

SP3

GL1

GL1 GL1

GL1

GL1

GL1 GL1

SIZE GL1

SP3

GL1

GL1

GL1

GL1

GL1

Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Outer Wall.

Viridian 10+12+10mm Performatech Glazed Primary Glazing unit, Low-E Coating.

VP1

VISION PANEL 2

GL1

GL1

GL2 GL2

VP1 VP1

GL1

GL2

CODEGL2GL2

VISION PANEL 1

4m

GL2

SP2

1

VP4

VP3 VP2 VP2 TOWER FACADE LVL 26 VP3 VP2 VP2 Unitised Curtain Wall System, Capral CW175 GL2 System LVL FFL 26 + 128 000 SP3 SP3 SP3 FFL + 128 000 extrustions with PVF2 coating GL2Anthracite matte finish #RAL 7016 Aluminium GL2

position.

B The color color varies depending depending on on the the Sun’s Sun’s position. position.

3.2 The varies Please real samples for your reference.

BAorderreal tion.

Please order samples for your reference. ion.

3.2 3.2 MID RISE OFFICE FACADE ENLARGED

GL1

VP1 VP1

PODIUM VP4 VP4 VP4 VP4 Podium StructuralLVLGlass Facade System, Truss System with Point Fixed IGUs 46 FFL + 224 000 Structural Steel with Akzo Nobel International Paints Interchar® 212 Fire-rated epoxy intumescent 2 pac paint system, Anthracite matte finish #RAL SP3 7016 SP3 SP3 SP3

GL1

GL1

GL1

GL1

GL1

GL2

VP1 VP1

350

VP1

VP3

260

1550

VP4

260

VP4

2450

VP4

4000

VP4

VP1

260

MECHANICAL FLOOR

VP4

260

1550

LVL 26 FFL + 128 000

VP4

260

2450

VP4

SP1

MECHANICAL FLOOR

1825

260 260

1775

2450

2450 4000

LVL 46 FFL + 224 000

SP1

GL2

1800

GL1

SP2

1800

GL1

SP2

600

GL1

SP2

VP1 VP1

600

GL1

350

GL1

GL2

600

GL2

-

350

GL1

265

GL1

265

GL1

SP2

VP2 VP2

260

GL1

260

GL1

260

GL2

VP2 VP2

GL2 MID RISE OFFICE PERSPECTIVE GL2

260

GL1

VP3

260

GL1

VP3

LVL 27 LVL FFL 27 + 132 000 FFL + 132 000

260

GL1

SP1

SP2

2450

GL1

SP1

265

GL1

VP2

SP2

260

GL2

VP2

SP2

FFL + 127 600

260

GL1 VP1 GL1 GL1 GL1 GL1

260

GL1 VP1 GL1 GL1 GL1 GL1

260

GL1 VP1 GL1 GL1 GL1 GL1

260

GL1 VP1 GL1 GL1 GL1 GL1

1550

GL1 VP1 GL1 GL1 GL1 GL1

260

GL2 VP3 GL2 GL2 GL2 GL2

260

260

GL1

260

GL1

GL1

260

GL1

GL1

265

GL1

GL1

260

GL1

GL1

260

GL1

GL2

260

260

GL2

1200 1200

1550

GL1

2450 2450

GL1

1550

GL1

4000

GL1

1550

GL1

CROWN

GL2

HOTEL ROOFTOP AMENITIES

VP1

MID-RISE OFFICE

VP4 VP1

260 260 265 260

1550 4000

HOTEL ROOFTOP AMENITIES LVL 26 FFL + 128 000

VP4 VP2

MID-RISE OFFICE

VP4 VP1

265

VP4 VP1

260

1550

CROWN FFL + 127 600 LVL 27 FFL + 132 000

MID-RISE OFFICE MID-RISE OFFICE

VP4 VP1

260

LVL 27 FFL + 132 000

VP4 VP2

1200

260

VP4 VP3

AmorphousSilicon.

Silicon.Solid.

Solid. position.Amorphous

GL1 GL1 GL1 GL1 GL1 GL1

1200W x 4000H mm

CROWN FACADE ENLARGED

Viridian 10+12+10mm Performatech Double Glazed Primary Glazing unit. Low-E Coating. .5 0

1200W x 2700H mm

SCALE 1.50

MID RISE OFFICE FACADE ENLARGED

1

.5

0

MID RISE OFFICE FACADE ENLARGED SCALE 1.50

2

1

4m

2

4m

SCALE 1.50

1200

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP3

VISION PANEL 4

VP4

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Outer Wall.

1200 Viridian 10+12+10mm Performatech Glazed Primary Glazing unit, Low-E Coating.

1200W x 4000H mm

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass.

1200W x 1800H mm

SP2

1825

CROWN

CROWN

1200

VISION PANEL 3

1200

FFL + 127 600

GLASS LOUVRE 1

FFL + 127 600

1200 SP2

GL1

VP4

P1

SP3

VP4

P1

P1

VP4

VP4

P1

P1

265

1550

P1

P1

P1

P1

P1

P1

P1

P1

P1

PANEL 1

E3 C-

3.2 C 3.2

GL1

GL1

GL1

GL1

GL1

GL1

GL1

GL1

GL1

GL1

APODIUM FACADE DETAIL ELEVATION SCALE 1:50 3.2 CROWN FACADE ENLARGED

PODIUM FACADE ENLARGED SCALE 1.50

.5

0

0

1

.5

1

2m 2

4m

P1

0

PODIUM FACADE ENLARGED

.5

1

2

P1

JAM-5 Architects

SP1

P1 P1 P1 P1 Viridian 12mm VFloat Clear 10+12+10mm Thermotech P1 P1 P1 P1 Double Glazing Unit. Visible light grey Aluminium Panel fixed toVP4 structure behind.

VP4 VP4 VP4

1200W x P1 1550H mm

P1 P1

P1

VP4

P1 P1

VP4

600

SP3

SP3

SP3

SP3

SP3

SP3

Bronze Onyx 15.2mm Amorphous Silicon PV Glass Outer Pane. 0% Transparency.

SP3

1200W x 1800H mm

600

350

SP2

SP3

350

GL2 P1

P2

GL2

P1 P1

A 3.2

B 3.2

SP3 VP1

SP3

SP3

VP1

P1

VP1

P1

P1 SP1

P1

GL1

P1

P1

GL1

P1

GL1

GL1 GL1

P1

GL1

P1

GL1mm GL1 1200W x 3600H

Viridian 12mm Evantage Clear + 12 + 12mm Clear Thermotech Double Glazed Toughened Glass.

SCALE 1.50

P1

GL1

P1

P1

1200W x 3600H mm

CROWN FACADE ENLARGED

.5

0

SP3

GL1

P1

MID RISE OFFICE FACADE ENLARGED

GL1

GL1 SP3

GL1

GL1

P1

VP1

GL1 1200W x 600HGL1 mm

GL1 GL1 GL1 with Lumi Frit™ Bendheim Fritted glass panel Large Dot Pattern. Fully Toughened Laminated Glass 10 + 12 + 10mm SP1

SP3

VP1

GL1

GL1

GL2

P1

SP3 VP2

Bronze Onyx 15.2mm Amorphous SiliconGL1 PV Glass Outer GL1 GL1 Pane. 0% Transparency. 600mm cavity to Louvreclad GL1 GL1 GL1 Kensington Aluminium Waterproof Louvre.

SP3 SP3 Three-pass SP3 SP3 GL1 GL1 GL1 PVF2 Anthracite Coating.

GL2

P1

C C 3.2 3.2

VP2

GL2

GL2

4m

SP3

VP3

SP3

PANEL 2 (Lobby)

SCALE 1.50

P1

VP4

LVL 0 LVL FFL 0 + 7 150 FFL + 7 150

SCALE 1.50

SP1

GL2

P1 SP1

265

SPANDREL PANEL 3

LVL 0 FFL + 7 150

LVL 0 FFL + 7 150

GL1

SP3

LVL 26 FFL + 128 000

SP3

GL1

GL1

600

SP3

GL1

GL1

GL1

350

SP3

GL1

1200W VP4 x 260-265H mm

GL1

260

SP3

GL1

GL1

260

SP3

P1

GL1

VP1

GL2

260

SP3

P1

GL1

VP4 10+6mm On-line VP4 VP4 ReflectiveVP4 Bronze VP4 Pilkington Reflite Coated GL1 GL1 GL1 Solar Control Glass Mechanically Controlled Louvre.

VP4

VP1

GL2

2450

2450

P1

VP1

GL1

3600

P1

VP1

GL1

260

SP3

VP4

VP1

GL1

260

SP3

P1

VP4

Amorphous Silicon. Solid.

SP3

970

SP3

SP3

P1

VP4

1550

SP3

P1

VP4

SPANDREL PANEL 2 MECHANICAL FLOOR

P1

VP4

PODIUM

VP4

SP3

PODIUM

P1

SP3

VP2

GL1

4000

1800 3600

VP4

SP3

1200W x 260-265H mm

GL1

LVL 46 FFL + 224 000

SP3

955

MECHANICAL FLOOR

PODIUM

SP3

GL2

SP2

GL2

SPANDREL PANEL 1

LVL 46 FFL + 224 000

VP2

GL2

GL2

260

GLASS LOUVRE 2

VP4

P1

VP3

LVL 27 FFL + 132 000

1800

VP4

SP3

P1

SP2

260

VP4

P1

SP2

260

SP3

P1

P1

SP2

260

VP4

VP4

P1

3600

SP3

P1

P1

260

P1

P1

HOTEL ROOFTOP AMENITIES

SP3

VP4

1775

VP4

P1

3600

PODIUM

VP4

P1

MID-RISE OFFICE

HOTEL ROOFTOP AMENITIES

1800

1200

P1

SP2

Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Mechanically Controlled Louvre.

1200

n the the Sun’s Sun’s position. position. n The color varies depending on the Sun’s position. our reference. our reference. tion. Please order real samples for your reference.

D

600

SP3

600

SP3

SPANDREL PANEL 3

600

VP4

SP3

SP1

600

VP4 VP4

SP3

LVL 46 FFL + 224 000 LVL SPANDREL46 PANEL 1 FFL + 224 000

600

600

VP1

VP4

350

970 970

SIZE 1200W x 2700H mm

VP4

SP3

3.2 3.2

VISION PANEL 1

1200W x 4000H mm

DESCRIPTION Viridian 10+12+10mm Performatech Double Glazed Primary Glazing unit. Low-E Coating.

Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Outer Wall.

Viridian 10+12+10mm Performatech Glazed Primary Glazing unit, Low-E Coating.

Bronze Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass Outer Wall.

Viridian 10+12+10mm Performatech Glazed Primary Glazing SP2 SP2 SP2 unit, Low-E Coating.

Viridian 10+12+10mm Performatech Double Glazed SP2 SP2 SP2 Primary Glazing unit. Low-E Coating.

VP4

SP3

SP3

CODE VP2

VP4

MECHANICAL FLOOR

VP4 VP4

VP4 VP4

MECHANICAL FLOOR

350 600 600 350 350 600 600

1800

1800

VP4

955

955

SP3

VP4

VP4

HOTEL ROOFTOP AMENITIES

VP4

VP4

HOTEL ROOFTOP AMENITIES

VP4

600 1800

VP4

350 350

MECHANICAL FLOORMECHANICAL FLOOR

LVL 46 FFL + 224 000

LVL 46 LVL FFL 46 + 224 000 FFL + 224 000

VP4

NAME VISION PANEL 2

FFL + 127 600

1800 1800 1775

VP4

VP4

MECHANICAL FLOOR

VP4

CROWN

1800

VP4

1825

1825

LVL 46 FFL + 224 000

1775

HOTEL ROOFTOP AMENITIES

HOTEL ROOFTOP AMENITIES

VP4

VP4

FFL + 127 600

FFL + 127 600 FFL + 127 600

MECHANICAL FLOOR

VP4

CROWN

VP4

HOTEL ROOFTOP AMENITIES HOTEL ROOFTOP AMENITIES

CROWN

CROWN

CROWN

FFL + 127 600

1800

SP2

1800

SP2

1800

SP2

1800

SP2

600

SP2

350

SP2

350

SP2

350

1200

350

1200

SIZE

TOWER FACADE Unitised Curtain Wall1 System, Capral CW175 System Terracotta Pilkington Reflite 10+6mm On-line Coated VISION PANEL VP1 Aluminium extrustions with PVF2 coating Anthracite matte finish #RAL 7016 Reflective Solar Control Glass Outer Wall.

1200 Viridian 10+12+10mm Performatech Glazed Primary Glazing 1200 unit, Low-E Coating.

350

CROWN

Unitised Curtain Wall System, Capral CW175 System Aluminium extrustions with PVF2 coating Anthracite matte finish #RAL 7016 PODIUM Podium Structural Glass Facade System, Truss System with Point Fixed IGUs Structural Steel with Akzo Nobel International Paints Interchar® 212 Fire-rated epoxy intumescent 2 pac paint system, Anthracite matte finish #RAL 7016 NAME CODE DESCRIPTION

1

2

4m

SCALE 1.50

.5

0

PODIUM FACADE ENLARGED

.5

0

PODIUM FACADE ENLARGED SCALE 1.50

1

2

1

2

4m

SCALE 1.50

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

A3.2: Enlarged elevations & Schedules

Julia Quirk Qinyi Mao Xiaoyu Zhang

983633 904786 910445

1200

SCALE @ A1:

PAGE:

1: 50

A3.2

DATE: 20/11/2020

1200

VP3

VP2

VP2

VP1

VP1

VP1

VP1

VP1

Aluminium Back Panel Insulation Aluminium Backpan bronze finish to match Vision Panel colour on exterior Spandrel Panel 2 600mm permeable walkway Aluminium Transom and Mullion Aluminium frame External Glass Lourve 2

External Vison Panel 3

Stack Joint

Transom and Mullion Operable Window Frame Operable window Glazing - Vision Panel 2 Internal -Vision Panel 2

-

3D EXPLODED TOWER FACADE DIAGRAM

3° Fall to roof Gutter.

BENDHEIM 12+20+12 mm Ceramic-fritted Low Iron Tempered Laminated glass with Spider Fitting System, 1200mm x 2400 mm.

DOUBLE SKIN FACADE SYSTEM as specified SINGLE SKIN FACADE SYSTEM with double-glazed curtain wall facade system

PODIUM STRUCTURAL TRUSS FACADE SYSTEM

N -

SOLAR PATH RESPONSE DIAGRAM

Dark Grey Aluminium Cladding with PVF2 Coating.

Structural Steel with Akezo Nobel International Paints Interchar® 212 Fire-rated epoxy intumescent 2 pac paint system, Dark grey matte finishes.

Top Roof Two-way Truss System Steel Batten Lateral Support Podium Steel Column Pin-Jointed System Top Hung Steel Truss System Glass Fin Structural Facade System with 1200mm x 3600 mm 12+20+12mm ThermoTech™ Point Fixed Toughened Glass Panel

Extra Louvre System on Mechanical level for ventilation.

WINTER WIND

SUMMER WIND

BENDHEIM Ceramic-fritted Low Iron Tempered Laminated glass with Spider Fitting System, 1200 mm x 3600 mm 12+20+12mm Pattern Varied.

Glass Podium to remain transparency whilst avoiding wind downwashing effect.

N

Vegetation to further divert and decelerate the wind speed.

-

WIND RESPONSE DIAGRAM

JAM-5 Architects

-

EXPLODED PODIUM FACADE DIAGRAM

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

A3.3: Facade concept diagrams and 3D representation

Julia Quirk Qinyi Mao Xiaoyu Zhang

983633 904786 910445

SCALE @ A1:

PAGE:

1: 50

A3.2

DATE: 20/11/2020

3690

1

MECHANICAL FLOOR

LVL 01 FFL + 20 000

6

3° Fall

2

A4.2

A4.2

7 5

3600

3690

A4.2A4.2

OVERHUNG TRUSS BEHIND

7

3600

3600

A4.2

P1 PODIUM PANEL SUPPORTED BY 2-WAY TRUSS SYSTEM WITH SPIDER FITTING

PODIUM

OVERHUNG TRUSS BEHIND

LOBBY

0

3600

P2 LOBBY VISION PANEL SUPPORTED BY FIN STRUCTURE WITH SPIDER FITTING

1910

ALUMINUM CLAD DIAGONAL STEEL COLUMN BEHIND

A4.2

P1 PODIUM PANEL SUPPORTED ALUMINUM LINTEL BEHIND BY 2-WAY TRUSS SYSTEM WITH SPIDER FITTING CIRCULAR STEEL COLUMN

PODIUM

4

A4.2

1910

ALUMINUM CLAD DIAGONAL GROUND STEEL COLUMN BEHIND LEVEL FFL + 4900 P2 LOBBYGL VISION PANEL + 13500 SUPPORTED BY FIN STRUCTURE

1

WITH SPIDER FITTING

A4.2

ALUMINUM LINTEL BEHIND

UNDERGROUND CARPARK BELOW

CIRCULAR STEEL COLUMN

ELEVATION

2400

2 -

SCALE1:50 900

1200

1200

1200

1200

1200

1200

3 -

GROUND 1200 X 1200 X 50 FFLFLOOR + 4900 LEVEL BLUESTONE TILE GL + 13500

1200

0

A4.2

SECTION 4 SCALE1:50

A4.2

1

A4.2

1200

UNDERGROUND CARPARK BELOW

ELEVATION

1200

2 -

SCALE1:50 900

1200

1200

1200

1200

1200

1200

3 -

1200 X 1200 X 50 BLUESTONE FLOOR TILE

1200

SCALE1:50

R11

3

25

DARK GREY ALUMINUM CLADDING WITH PVF2 COATING.

A

1200

900

1200

2380

SECTION

A4.2

600W x 400D BOX GUTTER SYSTEM

1200

1200

3° FALL TO ROOF GUTTER BENDHEIM 12+20+12 mm CERAMIC-FRITTED LOW IRON TEMPERED LAMINATED GLASS WITH SPIDER FITTING SYSTEM, 1200MM X 2400 MM.

RD: ASSA ABLOY RD4-300 ALL GLASS REVOLVING DOORS BEHIND

1200

2380

800 MM x 350 MM x 90 MM BRICK TILE PAVING

A

900

R11

3

ALUMINUM CLADDED CONCRETE COMPOSITE COLUMN

25

1200

A4.2

1

BENDHEIM CERAMIC-FRITTED LOW IRON TEMPERED LAMINATED GLASS WITH SPIDER FITTING SYSTEM, 1200 MM X 3600 MM 12+20+12MM PATTERN VARIED.

RD: ASSA ABLOY RD4-300 ALL GLASS REVOLVING DOORS BEHIND

GLASS FIN STRUCTURAL FACADE SYSTEM WITH 1200mm x 3600 mm 12+20+12mm ThermoTech™ POINT FIXED TOUGHENED GLASS PANEL

800 MM x 350 MM x 90 MM BRICK TILE PAVING

1

CIRCULAR STEEL COLUMN

PODIUM OVERHEAD

CIRCULAR STEEL COLUMN

PODIUM STEEL COLUMN PIN-JOINT SYSTEM

N

1 -

GRASS LAWN

2 -

3 -

PLAN

1 -

STRUCTURAL STEEL 2-WAY TRUSS SYSTEM WITH AKEZO NOBEL INTERNATIONAL PAINTS INTERCHAR® 212 FIRE-RATED EPOXY INTUMESCENT 2 PAC PAINT SYSTEM, DARK GREY MATTE FINISHES.

SCALE1:50

ISOMETRIC

4 -

PODIUM OVERHEAD

-

PRODUCED BY AN AUTODESK STUDENT VERSION N

2 1 -

GRASS LAWN

3 -

1 -

PLAN

4 -

SCALE1:50

ISOMETRIC -

PRODUCED BY AN AUTODESK STUDENT VERSION

JAM-5 Architects

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

Podium/Typical Office Façade: General Arrangement

Qinyi Mao

904786

SCALE @ A1:

PAGE:

1: 50

A4.1

DATE: 20/11/2020

PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION

2400

LOBBY

PRODUCED BY AN AUTODESK STUDENT VERSION

EXTRUDED ALUMINUM SKIRTING DUCT SMOKE SEAL FIRE STOP 50 x 50 x 4 EA

125 x 125 x 6 EA

150mm BONDEK COMPOSITE SLAB

600MM DOUBLE FACADE WALKWAY STEEL BRACKET TO SUPPORT WALKWAY ALUMINUM CLADDING AL1

400MM GLASS FIN BEHIND

VAPOR PERMEABLE MEMBRANE

125 x 150 x 6 RHS LINTEL GLASS PANEL P2

18MM MARINE PLYWOOD SUBSTRATE

STEEL SPLICE PLATE BOLTED TO GLASS FIN

90 MM INSULATION WITH ALUMINUM BACKPAN

SPIDER FITTING FIXED TO GLASS FIN

ALUMINUM CLADDING AL1

125 X 125 X 6 SHS LINTEL

COLORBOND FLASHING TO GUTTER TOP HAT

RP1 LAMINATED ROOF GLAZING WITH SPIDER FIXING SYSTEM Z150 PURLIN FIXED TO 10MM CLEAT PLATE

OVERFLOW PIPE 600W x 400D BOX GUTTER AT SLOPE BOX GUTTER BRACKET

RD: ASSA ABLOY RD4-300 ALL GLASS REVOLVING DOORS BEHIND

18MM MARINE PLYWOOD SUBSTRATE 150 X 150 SHS 2-WAY TRUSS SYSTEM

0 A4.1

LINTEL_CONNECTION SCALE1:5

RD: ASSA ABLOY RD4-300 ALL GLASS REVOLVING DOORS BEHIND

GLASS PANEL P2

1200 X 1200 X 50 BLUESTONE FLOOR TILE

180 X 180 EA SEALANT WITH BACKER ROD

125 MM CEMENT MORTAR

WATERPROOF MEMBRANE 10 MM RUBBER WATERSTOP

50

90

DOWNPIPE 75 x 75 x 5 SHS SUPPORTING AL1BOLTED AT CONNECTION

125

ALUMINUM CLADDING AL1 WITH 18MM MARINE PLYWOOD SUBSTRATE

150

UB 530 TAPERED TO SUPPORT TRUSS SYSTEM

65

CUSTOMISED WELDED BEAM WITH 2HR FIRE-PROTECTED INTUMESCENT SPRAY

CONCRETE SLAB

ALUMINUM SUSPENDED CEILING PANEL FIXED TO 13 MM PLASTERBOARD

250 X 90 PFC BOLTED TO TRANSFER BEAM

150 MM 6:1 SAND CEMENT BEDDING 800 MM x 350 MM x 90 MM BRICK TILE PAVING

400 MM GLASS FIN PANEL BOLTED TO STEEL CONNECTION PLATE

FILLET

LOBBY_GROUND_CONNECTION

1 A4.1 SCALE1:5

P2 LOBBY GLAZING POINT-FIXED WITH SPIDER FITTING SYSTEM

PODIUM_LOBBY_CONNECTION

2 A4.1 SCALE1:10

50 X 50 EA

RP1 LAMINATED ROOF GLAZING WITH SPIDER FIXING SYSTEM

SEALANT WITH BACKER ROD

SPIDER FITTING

4mm ALUMINUM CLADDING AL1 WITH 18MM MARINE PLYWOOD SUBSTRATE

TOP HAT BOLTED INTO C1

800 MM x 800 MM C1 CONCRETE COMPOSITE COLUMN

P1 LAMINATED PODIUM GLAZING

Z150 PURLIN FIXED TO 10MM CLEAT PLATE

150 X 150 SHS 2-WAY TRUSS SYSTEM

GLASS FIN FIXED IN ALUMINUM CHANNEL SEALED WITH SEALANT AND BACKER ROD

5 A4.1

PODIUM_GLAZING SCALE1:5

6 A4.1

PODIUM_GLAZING

P2 LOBBY GLAZING POINT-FIXED WITH SPIDER FITTING SYSTEM

SCALE1:5 CORNER SPIDER FITTING FIXED TO STEEL SPLICE PLATE 40 mm x 2 STRENGTHENED LAMINATED GLASS FIN

1200 X 1200 X 50 BLUESTONE FLOOR TILE BELOW

P1 LAMINATED PODIUM GLAZING

SEALANT WITH BACKER ROD

3 A4.1

7 A4.1

LOBBY_CORNER_CONNECTION_PLAN SCALE1:5

PODIUM_GLAZING

CIRCULAR STEEL COLUMN WITH AKEZO NOBEL NTERNATIONAL PAINTS INTERCHAR® 212 FIRE-RATED EPOXY INTUMESCENT 2 PAC PAINT SYSTEM, DARK GREY MATTE FINISHES.

SCALE1:5

SCHEDULE

800 MM x 350 MM x 90 MM BRICK TILE PAVING

PODIUM Podium Structural Glass Facade System, Truss System with Point Fixed IGUs Structural Steel with Akzo Nobel International Paints Interchar® 212 Fire-rated epoxy intumescent 2 pac paint system, Anthracite matte finish #RAL 7016

CODE

DESCRIPTION

P1

Bendheim Ceramic - Fritted glass panel with Lumi Frit™ Large Dot Pattern. Fully Toughened Laminated Glass 10 + 12 + 10mm

1200W x 3600H mm

PANEL 2

P2

Viridian 12mm Evantage Clear 16 + 10+ 16mm Clear Thermotech Double Glazed Toughened Glass.

1200W x 3600H mm

(Podium glazing)

(Lobby glazing)

ROOF PANEL 1

RP1

Bendheim Fritted glass panel with Lumi Frit™ Large Dot Pattern. Low Iron Tempered Laminated glass with Spider Fitting System

1200W x 2400H mm

ALUMINUM EXTERNAL CLADDING

AL1

4MM Dark Grey folded Aluminum Cadding system fixed to 18 mm marine plywood substrate.

1200W x VariesH mm

AL2

3MM Dark Grey folded Aluminum Cadding system fixed to Plasterboard.

1200W x VariesH mm

(Podium glazing)

ALUMINUM PANEL CEILING

REVOLVING DOOR SYSTEM

RD

20 mm GROUT ANCHOR BOLT CAGE

Concrete Slab

SIZE

PANEL 1

36 mm BASE PLATE

4 A4.1

PODIUM_COLUMN_GROUND_CONNECTION SCALE1:10

ASSA ABLOY RD4-300 ALL GLASS REVOLVING DOORS

JAM-5 Architects

ABPL90118:

PROJECT:

TITLE:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

PRODUCED BY AN AUTODESK STUDENT VERSION

NAME

150 MM 6:1 SAND CEMENT BEDDING

Podium/Typical Office Façade: Details

DRAWN BY: Qinyi Mao

904786

SCALE @ A1:

PAGE:

VARIES

A4.2

DATE: 20/11/2020

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

STEEL CONNECTION PLATE BOLTED TO WELDED BEAMS

VP1

VP1

VP2

VP1

VP1

1895

Office Change Over Floor

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

120

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

SP1

220 155

30

VP2

VP1

01 Capral CW175 stack joint with black power coating 02 VP 1 Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass.

03 VP 2 Viridian 10+12+10mm Performatech Glazed Primary Glazing with Low-E Coating 04 200 RHS stiffening support with black power coating 05 Capral CW175 Aluminum mullion with black power coating 06 Capral CW175 Aluminum Transom with black power coating 07 Aluminum motorized awning window frame with black power coating 08 Extruded aluminum sorting duct with black power coating 09 Nepean Weldlok Aluminum I-Bar grated maintenance walkway 10 SP1 Viridian 12mm VFloat Clear 10+12+10mm Thermotech Double Glazing 11 Aluminium Backpan colour to match VP1 12 120mm bondek slab 13 Rondo Key-lock suspended ceiling system 14 200mm Motorized blind 15 Aluminium motorized opearable louvre frame with clear power coating 16 Ventilation ducting and slot diffuser 17 Slab edge 18 400*800mm Composite column with aluminium cladding 19 Monoclad Aluminum composite panel in colour charcoal

E 4.4 D 4.4

C 4.4

175

70

1495

LEGEND

B 4.4

175

A 4.4

255

FFL + 76 000

VP1

210

VP2

Lowrise Office Floor

480

2450

4000

480

VP2

VP1

1180

FFL + 80 000

VP1

1550

VP2

480

80

2490

210

1235

VP2

JAM-5 Architects

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

Change over floor/Typical Low Rise Office Floor: General Arrangement

Xiaoyu Zhang

910445

SCALE @ A1:

PAGE:

1: 20

A4.3

DATE: 20/11/2020

-

-

JAM-5 Architects

-

-

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

Change over floor/Typical Low Rise Office Floor: Details

Xiaoyu Zhang

910445

SCALE @ A1:

PAGE:

VARIES

A4.4

DATE: 20/11/2020

VP 1 Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass.

VP 2 Viridian 10+12+10mm Performatech Glazed Primary Glazing with Low-E Coating.

SP1 Viridian 12mm VFloat Clear 10+12+10mm Thermotech Double Glazing with aluminium backpan at back

Operable louvres frame with VP 1 Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass.

A -

FACADE VIEW

B -

INTERIOR VIEW

D -

SECTIONAL VIEW

VP 2 Viridian 10+12+10mm Performatech Glazed Primary Glazing with Low-E Coating Capral CW175 Aluminum transom with black power coating 400*800mm composite column with solid aluminium panel cladding Capral CW175 Aluminum mullion with black power coating

Operable louvres frame with VP 1 Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass

VP 2 Viridian 10+12+10mm Performatech Glazed Primary Glazing with Low-E Coating

120mmBondek slab with carpet finish

Nepean Weldlok Aluminum I-Bar grated maintenance walkway with T profile supporting bracket fixed to steel mullion

Rondo Key-lock suspended ceiling system

Aluminum motorized awning window frame with black power coating.

VP 1 Terracotta Pilkington Reflite 10+6mm On-line Coated Reflective Solar Control Glass

Extruded aluminum sorting duct with black power coating

Capral CW175 stack joint with black power coating

16mm suspended ceiling panels 200mm Motorized blind

C -

OVERALL ISOMETRIC VIEW

JAM-5 Architects

ABPL90118:

PROJECT:

TITLE:

DRAWN BY:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment

433-455 Collins St Melbourne Site B

Change over floor/Typical Low Rise Office Floor: Details

Xiaoyu Zhang

910445

SCALE @ A1:

PAGE:

VARIES

A4.5

DATE: 20/11/2020

A 1720 520

1200

A

B 4800

1200

1200

1200

1200

10

B

1090 470

10

390

9 4800 5010 3300

1090 1720

FFL + 241 850

1200

470

1200

1200

5010 390

1200

1780125

3300

D1

D2

D1

D2

SP2

SP2

SP2

SP2

SP2

SP2

A4.7

2740

Manntech Standard machine (BMU) with horizontal track on roof concrete slab with 200mm concrete upstand. waterproofed with 1mm thick water proofing membrane concrete slab with 200mm 4mm Alucobond cladding concrete upstand. waterproofed with 1mm thick water proofing membrane 4mm Alucobond cladding Siphonic drain system with trafficable grate on mechanical service floor

D3

A4.7

205

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

250

65

SP2

D3

A4.7

875

1090

1325

1825

D4

Alucobond anthracite Siphonic drain system with powdergrate coated trafficable on mechanicalceiling servicepanel floor

D4

Alucobond anthracite 700 WB 150 Typical steel powder coated column crown structure ceiling panel

A4.7

EP12706

EPD0223

1325

VP4 Viridian Clear 6 + 12 + 6mm Crown glass 700 WB 150 Typical steel column crown structure

Photovoltaic Manntech Standard crystalline roof machinesolar (BMU) with mounted panels horizontal track on roof

A4.7

250 65875 205

315

SP2

1090

SP2

1825

Crown 700 WB 150 Typical steel column crown structure

Rectangular hollow Photovoltaic section structural mullion crystalline roof to support mounted solarunitised panels curtain wall parrapet

SP2

315

1775

LVL 47 FFL + 238 890

200

SP2

1775

LVL 47 FFL + 238 890

2945

SP2

2740

SP2

2945

SP2

2945

SP2

2945

1780

SP2

2945

CROWN

SP2

Rectangular hollow section structural mullion to support unitised curtain wall parrapet

490

1500

A4.7 2945

CROWN

FFL + 241 850

200

4800

A4.7

Alucobond aluminium parapet flashing SP2 Bronze Onyx Amphorous PV spandrel panel Alucobond aluminium 4mm tempered parapet flashingglass 3.2mm PV active float glass SP2 cell film a-Si Bronze Onyx Amphorous PV 1.5mm dedicated interlayer spandrel panel glass 4mm tempered 4mm tempered glass 3.2mm PV active float glass a-Si cell film 1.5mm dedicated interlayer 4mm tempered glass

1200

125

520

4800

9

490

1500

EP13141

A4.7

200 x 100mm rectangular hollow section with 700anthracite WB 150 Typical steel aluminium column crown cladding structure

EP12706

1775

EPD0223

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

3595

VP4

Unitised rectangular curtain wall 200 x 100mm panel hollow section with Vision panel glass VP4 anthracite aluminium Viridian Clearcladding 6 + 12 + 6mm glass Unitised curtain wall panel Vision panel glass VP4 Viridian Clear 6 + 12 + 6mm glass

3595

8275

9615 9615

8275

9365

1825

HOTEL ROOFTOP HOTEL BAR AND ROOFTOP TERRACE BAR AND TERRACE

1825

9365

1775

VP4 Viridian Clear 6 + 12 + 6mm glass

EP13141

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

VP4

3880

VP4

amenity floor UnitisedHotel curtain wall panel with native Vision panelAustralian glass VP4 floraClear landscaping Viridian 6 + 12 + 6mm glass Planting in concrete Hotel amenity floor planter with inspection with native Australian chamber above flora landscaping drainage point in concrete 600 x Planting 600 x 50mm non-slip plantertile with inspection charcoal mounted on chamber above self-leveling tile pedestal drainage point

3880

VP4

1775

1775

1775

Unitised curtain wall panel Vision panel glass VP4 Viridian Clear 6 + 12 + 6mm glass

VP4 SP3

VP4 SP3

SP3

SP3

SP3

SP3

SP3

SP3

PV spandrel glass with 4-rail PV junction box

820

970930

Mechanical floor Louvreclad Kensington aluminium louvres dark grey finish

245

880

VP4 SP3

820

VP4 SP3

245

VP4 SP3

880

VP4 SP3

520 975 315

VP4 SP3

Bondek decking 100mm Soffit insulation

520

930

LVL 46 FFL + 229 530

600 x 600 x 50mm non-slip charcoal tile mounted on self-leveling tile pedestal 315

1775

LVL 46 FFL + 229 530

SP3

D5

D6

Lourveclad Kensington aluminium louvres bird/vermin mesh behind

A4.7

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

D5

A4.7

A4.7

890 925

SP3

2855

930970

SP3

2855

965930

800 WB 168 Typical steel column tower structure

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

SP3

925

E1 E1

S1

ELEVATION SCALE 1.50 1690

SECTION SCALE 1.50 SECTION SCALE 1.50

4800

1170

2925 1690

1200

2270 1200

100

1200

490 1200

1200

5245

1690

490 4800

1170

2925 1690

1020

535

S1

ELEVATION SCALE 1.50

1020

535

SP3

935

SP3

RHS beam to support J-mount unitised curtain wall bracket 800 WB 168fixing Typical steel Intumescent coated column tower structure B2 Steel beam RHS beam to support 530 UB 82 J-mount unitised curtain wall fixing bracket Intumescent coated B2 Steel beam 530 UB 82

85

935965

925 890

85

MECHANICAL FLOOR MECHANICAL FLOOR

Mechanical floor Louvreclad SP3 Kensington aluminium Bronze Onyx Amphorous PV louvres dark grey finish spandrel panel 4mm tempered glass 3.2mm PV active float glass SP3 cell film a-Si Bronze Onyx Amphorous PV 1.5mm dedicated interlayer spandrel panel glass 4mm tempered 4mm tempered glass 3.2mm PV active float glass a-Si cell film 1.5mm dedicated interlayer 4mm tempered glass

D6

925975

A4.7

Bondek decking 100mm Soffit insulation Lourveclad PV spandrelKensington glass with aluminium louvres 4-rail PV junction box bird/vermin mesh behind

1200

2270 1200

100

1200

Roof mounted PV panels at 38° angle of incident in a North Western direction

490 1200

1200

5245

490

Roof mounted PV panels at 38° angle of incident in a North Western Building service floor direction

4mm Alucobond aluminium parapet flashing panel 1200 490 1200

1200

SP2

9

BMU unit - standard machine with multi-layer hoist mechanism and horizontal tracks on roof.

1200

Building maintenance unit housing shed

R2 00 0

1200

Photovoltaic crystalline solar panels

490

4800

1200

Gerberit siphonic drain with trafficable grate

0

4800

Photovoltaic crystalline solar panels

Hotel outdoor amenity floor

Hotel outdoor amenity floor

300 1500 300

Roof mounted garden bed around floor perimeter

100

Roof mounted garden bed around floor perimeter

100

470

1090

1090

Mechanical floor

470

A

Manntech Standard machine (BMU) with horizontal track on roof

A

625

2855

A

625

-

625

2855

A MECHANICAL FLOOR PLAN ENLARGED SCALE 1.50

-

B -

N N

-

AXONOMETRIC SECTION

-

AXONOMETRIC SECTION

R3500

MECHANICAL FLOOR PLAN ENLARGED SCALE 1.50

B

DATE:

31 / 10 / 2020 Julia Quirk 983633

Drawing no. 4.1

Julia Quirk 983633

R2000 R2000

R2000

c -

20/11/2020

c -

R2000

Parapet Building maintenance unit Rooftop amenity floor

A4.6

1: 50

Scale @ A1 : 1.50 Drawing no. 4.1

PAGE:

R2000

433-455 Collins Street Melbourne Site B

983633

R3500

Julia Quirk

Parapet Arrangement Building maintenance unit Rooftop amenity floor Deatils:

R2000

R2000

Crown and parapet facade: General

Project: 433-455 Collins St 433-455 Collins Street Melbourne Melbourne Site B Site B Project:

SCALE @ A1:

R3500

DRAWN BY:

N

R2000

Tutorial 03 - Anthony Balquez Group no. 5 Semester 2, 2020 Assignment 4 - Detailed design

Deatils:

TITLE:

R2000

Tutorial - Anthony Balquez Tutorial 03 03 - Anthony Balquez Group no.no.

5 5 Group Semester 2, 2020 Semester 02, 2020 Assignment 4 - Detailed design Assignment

PROJECT:

R2000

R2000

ABPL90118:

31 / 10 / 2020

Scale @ A1 : 1.50

R2000

R2000

R2000

R2000

JAM-5 JAM-5 Architects JAM-5 Architects Architects

1600

625

R2000

P1

B

Mechanical floor

R3500

P1

1600

700

B

700

1090

Manntech Standard machine (BMU) with horizontal track on roof

1090

10

1200

10

1500

1200

1200

5195

Gerberit siphonic drain with trafficable grate

R2 00

Building maintenance unit housing shed

9

Building service floor BMU unit - standard machine with multi-layer hoist mechanism and horizontal tracks on roof.

5195

Building maintenance unit horizontal track

SP2

1200

Building maintenance unit horizontal track 4mm Alucobond aluminium parapet flashing panel

N

Photovoltaic galzanised steel support structure

530 205

70

200

45

Alzone standard PV panel rail mount

5

4mm solid aluminium parapet flashing panel U-bracket with fixing bolts to timber member

tee-hat to aluminium Alucobond flashing

4mm Alucobond aluminium parapet flashing panel strucutral plywood attached to stackjoint

LVL 47 FFL + 241 850

LVL 47 FFL + 241 850

structural plywood attached to stackjoint

stackjoint

z-bracket to aluminium Alucobond flashing rigid insulation

SP2 - Bronze Onyx Amphorous PV spandrel panel 4mm tempered glass 3.2mm PV active float glass a-Si cell film 1.5mm dedicated interlayer 4mm tempered glass

Screed to fall

65-50mm screed to fall 1mm waterproof membrane, filleted at upstand

tee-hat to aluminium Alucobond flashing

B2 Steel Beam (typical) 530 UB 82

450 x 400 x 4mm Alucobond cladding panels

ONYX crystalline PV glass 4.0 mm tempered glass 6" Mono-Cryst PV cells 1.0mm backsheet

concrete slab

1mm thick water proof membrane

TE Connectivity SOLARLOK 4-rail PV bar junction box 1500V rating

Aluminium back pan

D1

Alzone rail bolt with M6 GR304 stainless steel bolt

SECTION SCALE 1.10

D2

Aluminium stack joint

SECTION SCALE 1.10

Manntech Standard machine (BMU) with horizontal track on roof Concealed T bracket to curtain wall mullion Anthracite powder coated aluminium overclad RHS 200 x 100mm rectangular hollow section with anthracite aluminium cladding

200

30

350

Storm Clamp steel BMU track

150 x 100mm 12mm L bracket to concrete upstand

Sump cast into concrete Gerberit siphonic drain trafficable grate Anti-condensation insulation 1mm waterproofing membrane

Collar aluminium flashing z-bracket to aluminium Alucobond flashing

LVL 47 1mm thick FFL + 238 890 waterproof membrane, filleted at upstand

Screed to fall

520

50

Screed to fall

100

250

SP2 - Bronze Onyx Amphorous PV spandrel panel 4mm tempered glass 3.2mm PV active float glass a-Si cell film 1.5mm dedicated interlayer 4mm tempered glass Parallel flange channel angle to support suspension rail

anti-condensation insulation Tension resistant connection 60mm Ø PVC connection pipe

CB1 Cantilevered beam (tapering) 300 to 150 PFC / 1500mm centres Soffit insulation

suspension rail rigid mount

780

TE Connectivity SOLARLOK 4-rail PV bar junction box - 1500V rating Aluminium curtain wall transom

pipe anchor bracket with electrofusion sleeve coupling

EB1 Steel beam 800 WB 168 Alucobond aluminium panel with folded edges Rondo 266 top hat

90° PVC pipe bend

ceiling suspension clip

D3

D4

SECTION SCALE 1.10

SECTION SCALE 1.10

700 WB 150 Typical steel column crown structure 200 x 100 x 60mm overclad steel RHS VP4 Viridian Clear 6 + 12 + 6mm glass 4mm Alucobond aluminium flashing

600 x 600 x 50mm Porcelain ExteriorPietra Lavica Flint floor tile with Grip surface finish 6mm gaps

ALU250 inspection chamber ET& - Bauder AL100 edge trim secured by capping sheet stone pebble vegetation barrier 30mm mulch growing substrate

base plate leveling pad Smoke seal LVL 46 FFL + 229 530

Keksia self-leveling SE14 tile pedestal 315-550mm

structural plywood RHS steel plate stack joint grout bolt cage welded to reinforcement HZS bolt serrated channel imbedded in concrete

Geberit Pluvia siphonic drain outlet 1mm secondary waterproofing membrane 50-65mm screed to fall 1mm primary waterproofing membrane

steel reinfocement fire stop rigid insulation

Screed to fall

1mm primary waterproofing membrane 250mm reinforced concrete slab 150mm / 12mm steel angle Bondek decking / 200mm centres 150mm / 9mm steel hollow section SP3 -Bronze Onyx Amphorous PV spandrel panel 4mm tempered glass 3.2mm PV active float glass a-Si cell film 1.5mm dedicated interlayer 4mm tempered glass

Insulation fixing 100mm Kingspan K10 Soffit board insulation Set in siphonic drain with ring clamping onto waterproofing membrane 90° PVC pipe bend Sliding point pipe bracket Suspension rail Rigid mount

Bauder filter fleece

Aluminium Backpan light grey finish Aluminium sub-head Flashing

Bauder DSE 60 drainage mat filed with mineral drain FSM600 protection fleece 2mm PE foil seperation layer Root resistant capping sheet Underlayer

Unitised curtain wall transom Unitised curtain wall mullion 6mm CALCO spray film Intumescent fireproof paint EB1 = Steel beam 800 WB 168 Bird/vermin mesh Louvreclad Kensington aluminium louvre dark grey finish

D5

Pipe anchor bracket with electrofusion sleeve coupling

D6

SECTION SCALE 1.10

JAM-5 JAM-5 Architects Architects

ABPL90118:

Tutorial 03 - Anthony Balquez Group no. 5 Semester 02, 2020 Assignment Tutorial 03 - Anthony Balquez Group no. 5 Semester 2, 2020 Assignment 4 - Detailed design

Project:

PROJECT:

TITLE:

DRAWN BY:

433-455 Collins St Melbourne Site B

Crown and parapet facade: Details

Julia Quirk

433-455 Collins Street Melbourne Site B

Deatils: Parapet Building maintenance unit Rooftop amenity floor

SECTION SCALE 1.10

SCALE @ A1: 983633

VARIES

Scale @ A1 : 1.10

DATE:

PAGE: 31 / 10 / 2020

20/11/2020 Drawing no. 4.2

Julia Quirk 983633

A4.7