Jake Mortlock Portfolio by jakemortlock4

PORTFOLIO

JA K E M O R T LO C K

ABOUT ME Highly creative and detail focused graduate architect with 3+ years experience. Has previously worked with large international companies on multiple high-end, large scale projects developing exceptionally capable Revit documentation skills. I am Very experienced in design development and construction documentation stages with a unique ability to pick up new projects quickly in a stressfull environment. Enthusiastically looking to learn new design techniques while completing my architectural registration.

E D U C AT I O N 2014 - 2015 MASTERS OF ARCHITECTURE Deakin University Geelong Masters Thesis on ‘Which architectural considerations can lower vulnerability to floods – A case study of Jakarta and Brisbane’

2011 - 2013 BACHELOR OF ARCHITECTURE Deakin University Geelong

EXPERIENCE 2015 - Present DETAIL 3

Graduate Architect / Architectural Documenter First graduate position working on medium to large projects in all stages of design with a strong focus on technical documentation. In addtion to this I was also tasked with concept design work, marketing material and preparing town planning drawing sets. Detail 3 is a unique practice that does in office design while also contracting staff out to other offices in need of short term staff with specialised skills. Offices I have been contracted to in this time include: Bates Smart | Mar 2016 | Jun 2016 Graduate Architect / Architectural documenter

AWA R D S 2015 AIA Victorian Sustainability Award for Masters

Awarded most sustainable design in Victoria for my final thesis - a floating flood shelter in Jakarta

DESIGN SKILLS Graphic Design Concept Design Sustainability in Design Design Development Construction Documentation Contract Administration BIM

Grimshaw Architects | Aug 2016 - Aug 2017 Mid level graduate architect / Architectural Documenter Genton | Sep 2017 | Jan 2018 Architectural documenter During these periods I had my contract extended and was specifically requested back at all 3 architecture firms.

PROGRAM SKILLS

REFERENCES Timothy Cox

Associate Principal at Grimshaw Architects (03) 9321 2600

Jamie McCutcheon

Senior Project and Design Architect at Genton Architects 0459 400 277

333 Church Street, Richmond, Victoria 0427 377 866 jakemortlock4@gmail.com

T HE SI S DESI GN

THE FLOATING MARKET | Jakarta, Indonesia Fifth year design unit at Deakin university. Exhibited at Melbourne Federation Square 2015 A+B exhibition AIA Victorian Sustainability Award for Masters Flooding in Kampung Melayu, Jakarta has become so common for residents that the attention it receives from the government and local media is non existent. The area floods at least 5 times a year during the wet season and has major floods every 5 years. These major floods can reach 12 metres above normal levels displacing thousands of citizens. Currently mosques hospitals and public areas become over crowded with the influx of people simply needing a place to sleep the night. This building attempts to provide beds and space for over 500 families affected during a disaster. The building will also serve a second major purpose, to give the people of Kampung Melayu a community public space they currently lack. The extreme density of the area means there is no open area available for public activities, markets or events. forcing residents to sell their wares on the side of the road. The building will therefore as a bridge market connecting both sides of the river through trade and social spaces. It has an emphasis on the connecting with water and how important the Ciliwung river is to the people in the area. Currently there is a sad build up of rubbish along both banks of the river that spill out into the community. By providing a space that clearly views the Ciliwung it is hoped that this will inspire locals to clean up and better their community. Giving usable, sturdy infrastructure to an area like this can be just the right catalyst to force a powerful cultural change that will enhance the lives not only of the people who use this building, but of everyone connected to this beautiful kampung.

SEC T I ONS

D E TAI LS

IN OF F I CE

LEXUS PAVILION | MELBOURNE CUP Detail 3 in collaboration with Joost Baker Temporary structure built for Lexus at the Melbourne Cup Status: Complete, re-used in 2016 Role: Responsible for bringing Joost’s sustainable and modular Melbourne Cup marque concept to reality. In charge of production of everything from concept/marketing material to schematic and construction drawings for the builder. Designed as a sustainable green temporary structure, the Lexus Pavilion is a great example of re-useable architecture. I was contracted to help document and realise Joost’s prototype concept for a green building. The overall building has three levels while the interior is large enough to fit a Lexus car on the ground level. Glazing modules with operable louvers enclose the interior space and allow controlled cooling through natural ventilation. A rooftop bar with Joost’s signature vegetation is also included on the third level to give the best views of the race that stops a nation. Working with a passionate client allowed me to throw as much of our knowledge and creativity into the project as possible, resulting in a successful building outcome.

FIN ISHE D D E S I GN

CON C EPT UAL R EN D ER S NOTE

PROJECT NAME

CHECK AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER CONTRACT DOCUMENTS INCLUDING THOSE BY OTHER CONSULTANTS, AND INCLUDING SPECIFICATION.

MFS LEXUS STAND

DETAIL 3 - ARCHITECTURAL FACILITATORS SUITE 3C, 68 OXFORD STREET, COLLINGWOOD VICTORIA AUSTRALIA 3066

0200

1 0300

2 3225

3150

3225

3320

3300

3310

3300

0200

0201

0300

3310

1 1

0201

DATE

0300

PROJECT NAME

NOTE CHECK AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER CONTRACT DOCUMENTS INCLUDING THOSE BY OTHER CONSULTANTS, AND INCLUDING SPECIFICATION. SEEK CLARIFICATION OF INCONSISTANCIES/ CONFLICTS. FIGURED DIMENSIONS TAKE PRECEDENCE TO SCALED DIMENSIONS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF DETAIL 3.

MFS LEXUS STAND Enter address here DRAWING TITLE

PRELIMINARY

GROUND FLOOR

DRAWN

DATE

CHECKED

6/06/2016 Checker 2:27:05 PM

PL A N S + EL EVAT I ONS

SCALE

1 : 50 @ A1

JOB N

1644

IN OF F I CE

477 COLLINS STREET | MELBOURNE CBD Working at Grimshaw Architects 40 story premium grade commercial tower Role: Mid-level architectural documenter/graduate In charge of structural design package and its coordination with architectural intent for the entire building. This involved attending weekly consultant meetings with the structural engineers (AECOM) and constant Aconex correspondence through sketches, skype calls and phone calls. Production of concrete profile plans for all 40 levels of the tower including the basement from early DD phase, through tender documentation and finally construction drawings. Co-ordination of services with service engineers and how this interacted with structural design while having minimal impact on architectural design, e.g structural penetrations and location of services. This was achieved through constant consultation between structural engineers (AECOM) and service engineers (ARUP). These meetings were mediated by me and other architects, an extremely complex task for a new tower. Production of construction piling plans, structural details and precast/ insitu concrete elevation plans fully co-ordinated with consultant models through BIM clash detection procedures.

A01

A03

A02 9900

9000

A1181

5507 C L

1840 PRECAST

21000 PRECAST

C L

13617 PRECAST C L

C L

1100

C L

1100

C L

1100

C L

1100

C L

1100

C L

1100

C L

1260

C L

1100

C L

1100

C L

1100

C L

1100

C L

HH H

C L

3790 C L

1094

C L

768

1260

C L

1247 C L

1110

C L

4270 C L

1100

C L

1100

C L

1090

C L

1945

C L

1945

C L

970 C L

1260

C L

1100

H H

H HHH

C L

1945

689 466

370

1100

C L

165 C L

C L

CONNECTION & EXTENT OF PRECAST SUBJECT TO HERITAGE SURVEY

C L

SLAB EDGE

C LC L

C L

1945

5044

C L

1100

C L

1100

C L

1100

C L

3187 C L

1100

C L

PRECAST SETOUT

561

H H

4 A1181

1100

C L

H C L

1190

1100

1045

C LC L

50 610

C L

1100

C L

1035

C L

7794

7880 PRECAST

C L

STEP C L

1100

C L

680

1035

980

C L

3590

5078

1775

CON-104

5 A1182

750

SSL +

1775

CON

950 260

STEP 2422

C L

1901

C L

358

1402

H C L

2276

C L

140

H 5974

6 A1182

1290 UP

PAD FOOTING SET TO 50MM BENEATH THE UNDERSIDE OF LOWER (RL 3.710) SLAB

3026

1410

2354

C L

SSL + 3.990

570

C L

285

C L

STEP

3808

4030

CON-105

C L

FW 4325

C L

920

OPENING

A1192

3638

C O L

C L

CON-

AIR LO

10 11

DSP

SSL + 4.010

C L

GOODS LOBB

2 A1182

SSL + 4.

C L

750

300

150 1770

4910 PRECAST

CJ 3950

OPENING

1020

2200

A1182

1:85

SSL + 4. CON-10

CON-105 IO

3535 C L

504

4725

220

2950

7436

1800 PRECAST

2860

C L

EXISTING INSITU SHEAR WALL TO BE RETAINED

11950

3100

RAMP

C L

COL

PRECAST SETOUT

190

C L C L

3315 C L

3115 C L

3115

C L

3115

C L

3115

C L

18889 PRECAST

C L

A05

A1182

A07

A06 9000

9000

9000 1158

315

3200

13642

16209

RAMP

PAR T BA SEMEN T CP CON STRUCTION DR AW I NG 1:24 580

C L

300 1080

1:6

CON-103

C L

4140 C L

3270

C L

6100

STEEL SETOUT

175

C L

2450

2460

CON-106

LIFT PIT

999 185

C L

2460 C L

800

SSL + 4.140

C L

CON-106

LIFT PIT

A1192 13

260

SSL + 4

STEP

1880 C L

2460 2460 FW

CON-104 50mm STEP

DSP

LIFT PIT ACCESS

A1150

1955

STAFF R KITCHEN

SSL + 4.010

C L

SSL + 4.010

CON-106 DSP

4900

SSL + 4.010

CON-106

CON-105

A1192

STAF ACCESS SHOWE WC C L

C L

SSL + 4.010

SSL + 4.190 A1192

C L

9 LIFT PIT

1730

C L

8 LIFT PIT

C L

1165

C L

360360

C O L

140 854

C C L L

C L

2330

CON-105

1:49

750

480

C L

979

PIT

SSL + 4.010

1250 35 920

SSL + 4.190

1530

3364

6500

SSL + 4.010

C L

HERITAGE SEWER PUMP PIT REFER HYD DWGS

C O L

450 250 250

C L

A1192

1750

C O L

C L

2425

C L

990

2290

220 1370

355

240 C L C L C L

930

SSL + 4.140

STEEL SOLDIERS

C L

1370

C L

A1181

2330

C L

1090

C L

C L C L

2151

CON-105

4266 754 220

C L

SSL + 4.060

COS

SITE BOUNDARY

1100

6895

920

6050

C L

1100

920

C O L

C L

91 120

C L

2455

220

2630

LIFT PIT ABOVE

C L

12530

STRIP DRAIN 120x30 REBATE

C L

2000

C L

STEEL SOLDIERS, REFER STRUCTURAL DRAWINGS

1100

H C L

690

4390

C L

1100

A1181

4990

FW 1093 C L

C L

1100

2445

C L

6070

7820

SSL + 4.050 1250

STEP

C L

2070

564 536

7830

7920 PRECAST

C L

C LC L

920

2580

1100

1630

3510 C L

C L

2330

360 1720

PIT

C L

A1181

CON-104

3361

5264

A1192 C L

INSITU WALL

LIFT PIT ABOVE

1100

STEP

A1192

4010

C L

SSL + 4.070

C O L

465CL465

1023

2700 3070 PRECAST

1100

2040

STEP

3070

1620

920

C L

H C L

SSL + 4.010

A1181

1365

5783

6890 PRECAST

C O L 3973

SLAB EDGE

2861 1145

SSL + 4.200

995

C L

18 5220 SLAB EDGE

PRECAST 2250

STORMWATER PIT. REFER CIVIL DRAWINGS

C L

1100

H C L

C O L

1817

80 1450

STAIR

C L

COL

3770

A1192

C L

225

2470

6235

SSL + 4.010

C L

1100

1855

C L

13990

C L

PLANT

5044 SLAB EDGE

5150 SLAB EDGE

CON-106

3460

C L

9960

CON-104

C L

1260 50 1100

C L

C16 HERITAGE NIB WALLS REMOVED IN LINE WITH SITE OBSERVATIONS

SSL + 4.050 C L

1300

C L

7835

C O L 2292

SLAB EDGE

C L

4790 140

230

1100

2129

COL

C L

2685

3877

C L

FW 2780

A1181

4505 IO COL

555

C L

3330

C LC L

COL

5585

CON-104

MALE END OF TRIP FACILITY

120 C L

7835

C L

SSL + 4.543

SSL + 4.050

IO IO

9960

C L

C16 HERITAGE NIB WALLS REMOVED IN LINE WITH SITE OBSERVATIONS

CON-103

2100

2800

C L

2800 50 C L

1545

C L

350350

C L C L C L

6275

200600

C L

1530 2330

C L

2280

C L

640

335

C L

750 300 750

305

C L

700

EQ EQ

50 400 2450 320 2450

C L

26.460

EQEQEQEQEQ

C L

2450

LEVEL P8

2100

2800 FFL

100

200

320

C L

180 400

29.260

640

2350

P9 SERVICES TO BE INCLUDED IN DOOR PENETRATION ABOVE CEILING LEVEL.

C L

LEVEL P9

700

FFL

5800

300 50

4700

2160

350

3100

2120

C L

2800

2390

100

C L

2160

C L

32.060

C L

LEVEL 06

820

F FFL

CONSOLIDATED SERVICES PENETRATION

1000

3800

700

680

E 2040

550

35.860

600

LEVEL 07

1110

FFL

1967

1016

LEVEL P0

1.860

FFL

DATUM

0.000

350 290

2098

900 6000

6000

190

2098 C L

40 980 300

2570

1325

1020

350 595 450

1800

15/03/2018 7:32:37 PM PRINTED:

D E TA I LS

GENERAL NOTES 1. ALL ELECTRICAL PENETRATIONS OF Ã&#x2DC;100 mm AND SMALLER HAVE NOT BEEN SHOWN. THESE PENETRATIONS SHALL BE COORDINATED ON SITE BY THE CONTRACTOR. 2. FIRE PENETRATIONS TO REQUIRE FIRE COLLAR OR FIRE RATED PACKING, TO BE COORDINATED WITH SUB CONTRACTOR. 3. LIFT BRACKETS TO LIFT MANUFACTURES REQUIREMENTS 4. LIFT REBATES TO LIFT CONTRACTORS DETAILS 5. SETOUT FOR TOWER CRANE FIXING POCKETS TO BE REFERANCED FROM ROBERT BIRD ENGINEERING DOCUMENTATION. ANY DICSREPANCIES TO BE RAISED WITH BASE BUILDING STRUCTURAL ENGINEER.

4050 375

1285 275

C L

750

CONSOLIDATED SERVICES PENETRATION 1770

C L

325

F F

2300

C L

200

C L

280

325

2100

C L

250

C L

1500

SCALE 1 : 100

www.grimshaw.global

C L

1150

750 300

CORE ELEVATION 01

Telephone +61 (03) 9321 2600 Address 21 Bouverie Street Melbourne VIC 3053 Australia

860 400

900

640 2160 2160

440

400

C L

1025

1020

598

480

1860

C L

640

320 320

100

2360 250

450 640

1200

2100

FFL

2150

4.010

1480

C7 PENETRATION ADDED

1010 FFL LEVEL P0 MEZZ

200

C L

700 400

900

3100

LOBBY

1800

C L

F-FIRE SERVICES PENETRATION E - CABLE TRAY PENETRATION

100

975

C L

220

1060

6.860

1020

2450

2910

2100

880

700 306

LEVEL P1

2850

FFL

8.400

2800

FFL LEVEL P1 MEZZ

P2 SERVICES TO BE INCLUDED IN DOOR PENETRATION ABOVE CEILING LEVEL. 1487

COMBINED SERVICES PENETRATION

1800

EQ EQ

350

1100

2400

9.660

350 240

LEVEL P2

C L

1510 FFL

2450

C L

2100

2800

4370

500

1075 300

2160

2450

550 450

12.460

LEVEL P3

C L

350

12.900

FFL

C L

2100

340

2800 FFL LEVEL P3 MEZZ

C L

E 4130

700

15.260

C L

1500

640

C L

750 250 C L C L

C L

LEVEL P4

230

C L

425400 FFL

C L

2160

315

C L

2485

C L

320 2100

2800

C L

750 300

320 320

C L

18.060

700

LEVEL P5

2100

2800 FFL

C L

700

C L

320

20.860

300 365 330 400

175

2450

LEVEL P6

2100

2800 FFL

2450

C L

700

23.660

C L

LEVEL P7

2450

FFL

C 640 L

208

A03

A05

A04 9000

200

3100

100

300

2700

200

2400

200

3100

100

200

2900

200

1800

200

3600

1570

A1183

C L

520

C L

1955

1060

2320 625

1140 1020

C L

1750

140

870

OPENING

200

3950

1855

300

1140

2310

300

2215

400mm THICK WALL

140 2995 PRECAST

2688

SL AB

100

SSL + 1.660

2705

1150

A1185

SSL + 1.810

200

SSL + 3.710

LIFT PIT SSL + 1.660 2490

SSL + 4.010

SSL + 3.710

LIFT PIT SSL + 1.660

SSL -1.090

665

100 5080 CLEAR SHAFT OPENING

1740

630

OPENING 730

LEVEL P0 - CORE PLAN

2500

70 130

B03

5080 LIFT PIT

TOPPING SLAB TO BE POURED OVER RAFT

120mm WIDE STEEL BEAM. REFER TO LIFT CONTRACTOR DOCS FOR DETAILS

730

SCALE 1 : 50

SSL + 6.860

1060

200

1197

1018 OPENING

2750

SSL + 6.860 400

700

A1185

A1186

300

700

SSL + 6.840

3325

625

20mm STEP

SSL + 6.840

5 SSL + 6.860

A1184 TYP 50mm SETDOWN FROM FFL FOR LIFT DOORS.

LOBBY

A1185 200

120

860

1150 OPENING

760

795

1150 OPENING

1450

1150 OPENING

665

SSL + 6.810 SSL + 6.810

A1185

2500

VOID

1550 OPENING

2910

3100

2890

3020

SSL + 6.810

A1186

250 450

660 150250200

VERTICAL AND HORIZONTAL PENETRATION (BELOW) TO ALIGN. PENETRATION IN WALL BELOW SHOWN DASHED.

12530

TRANSFER OF PIPEWORK OVER TO PENETRATIONS SHOWN DASHED

A1150

2600 OPENING

A1186

200

1940 OPENING

650

150

20mm STEP

200

A1184

1500 OPENING

B02

200

1690

325

A1185

2. LOCA DRAWIN CONTR

3. SERV ENGINE TO COO DRAWIN

5 750

A1150

2490

100

2490

25050

B03 100

1 A1102

LEVEL P1 - CORE PLAN SCALE 1 : 50

200

NOM 80mm REBATE AT GOODS LIFT DOOR FROM FFL. REFER TO LIFT CONTRACTOR DOCS FOR DETAILS

2500

70 130

1. ALL S U.N.O

SSL + 6.810

GENERA

200349

6110

120 WIDE STEEL BEAM. REFER LIFT CONTRACTOR FOR DETAILS

120

A2 FIRE STAIR 6

SSL + 6.860

A1195 920 OPENING

3020

200

200 3020

SSL + 8.320

700

SSL + 6.860

880 450

2702

1500 OPENING

400mm THICK WALL

2450

450

1275

2850

400

600

1020 OPENING

300

2340

1500 OPENING

3000

600

2340

475

200

1500 OPENING

350 235

2310 250

475

3605

1900

300

500

400 200

A1193 24

2950

1930 2

3020

920 OPENING

3020

A1185

3950

A1 FIRE STAIR

120

2130

120

6220 5

A1185

1020 OPENING

3030

920 OPENING

3030

A1184

A1184 3020

3030 3020

300 300 300

200

SSL + 6.860

120

6220

120 WIDE STEEL BEAM. REFER LIFT CONTRACTOR FOR DETAILS

1060

C9 PENETRATIONS DELETED

1200

3600

A1150

200

C9 PENETRATIONS RELOCATED

980 40 OPENING

50300

1800

100 300

200

280 550

A1183

2900

250 450

100 200

1500

3100

LEVEL P0 -

525

200

1000

2400

20mm STEP

200

460

2700

750

100 300

350

3100

330

200

840

2450

3200

6110

200

550

300

A1184

1740

NOM 80mm REBATE AT GOODS LIFT DOOR FROM FFL. REFER TO LIFT CONTRACTOR DOCS FOR DETAILS

SCALE 1 : 50

920 OPENING

A118

300

2500 CLEAR SHAFT OPENING

2490

1970

1550

OPENING

DSP

STEP

DSP

STEP SSL + 3.710 LIFT PIT

OPENING A1737

1500

1450

5433

DSP

OPENING

1150 OPENING

795

745

2450

1150

2500 CLEAR SHAFT OPENING

1790

2 875

750

GOODS L LOBBY

A1184

250

A1150

A1185

12530

C L

1060

SSL + 1.660

OPENING

A1101

A1186

STEP SSL + 1.860

GOODS LIFT LOBBY 3525

2650

1020

1034

OPENING

3000

100

STAFF CORRIDOR

A1186

4150

SE C O ND AR Y

C L

230

1989

1060

20mm STEP

200

3020

6160 CLEAR SHAFT OPENING

120 3020

6160 CLEAR SHAFT OPENING

A1185

1815

1200

920

LIFT PIT

A1185 SSL + 4.010

C L

3365

4225

EF ER -R 4025

O VE R

MAIL ROOM 1 A1186

SSL + 1.840

C L

OPENING

920 6110

2020 920

2850

/A 11 50 03

C L

MAIL ROOM 2

STAFF ROOM/ KITCHENETTE

SSL + 4.010

SSL + 1.860

A1184

1200

OPENING

120 3020

6160 CLEAR SHAFT OPENING

LIFT PIT

DSP

2020

SSL + 4.010

OPENING

920

3020

DSP

OPENING

A1195

120mm WIDE STEEL BEAM. REFER TO LIFT CONTRACTOR DOCS FOR DETAILS

A1185

SSL + 1.660

STEP 20mm

A1185

2200

SSL + 1.860

2960 CLEAR SHAFT OPENING

SSL + 4.010

450

200

1500 OPENING

CLEAR SHAFT OPENING

1500 OPENING

1550

SSL + 4.010

OPENING

2300

600

200

STEP 20mm

6112 628 920

1020

OPENING

A1185 SSL + 4.0102

200

LIFT PIT ACCESS

475

200

12530

1500

SSL + 1.840

OPENING

1360

B02

OPENING

410

CLEANERS STORE

AIR LOCK

SSL + 4.010

3150

SSL + 1.860

A2 FIRE STAIR

SSL + 4.010

SSL + 1.860 13

SSL + 1.660

OPENING

2605

SSL + 4.010

A1185

SSL + 1.660

C L

SSL + 1.860

6170 CLEAR SHAFT OPENING

1730 C L

FW C L

SSL + 1.840

A1193 UP

A1 FIRE STAIR

Sim

1300

1590

C L

360

1225

STEP 20mm

SSL + 1.860

C L

50 120

3020

DSP

6170 CLEAR SHAFT OPENING

6220 5

920

A1184

OPENING

920

OPENING

2130

120

DSP

A1184

2300

A1184

LIFT PIT

3020

6170 CLEAR SHAFT OPENING

LIFT PIT

STAFF ACCESSIBLE SHOWER & WC

3030

6170 CLEAR SHAFT OPENING

920

OPENING

920

OPENING

3030

1200

120mm WIDE STEEL BEAM. REFER TO LIFT CONTRACTOR DOCS FOR DETAILS

360

300

1280 PRECAST

300

2450

A1150

250

300

9000

5080 LIFT OPENING

4. ONLY 100mm

5. ALL S AND ON

6. REFE FLINDE

120 WIDE STEEL BEAM. REFER LIFT CONTRACTOR FOR DETAILS

7. UPST 1250H F FOR DE

A1183

8. CAST SLABS.

PRINTED:

15/03/2018 7:12:58 PM

9. SETO REFERA DOCUM BASE B

Telephone +61 (03) 9321 2600 Address 21 Bouverie Street Melbourne VIC 3053 Australia www.grimshaw.global

INTELLECTUAL PROPERTY

REV DESCRIPTION

Â© Copyright Grimshaw architects Pty limited. Unless otherwise agreed in writing; All rights to use this document are subject to payment in full of all Grimshaw charges; This document may only be used for the express purpose and project for which it has been created and delivered. as notified in writing by Grimshaw and this document may not be otherwise used, or copied; Any unauthorised use of this document is at the user's sole risk and without limiting Grimshaw's rights the user releases and indemnifies Grimshaw from and against all loss so arising.

C1 C2 C3 C4

GENERAL NOTES

C5 C6

Contractor must verify all dimensions and conditions on site before commencing work or preparing shop drawings. Do not scale drawings. Grimshaw has produced this drawing based on existing drawings and information provided by the client. Additional information is required prior to construction

C7 C8 C9

FOR CONSTRUCTION - P0-P2 CONCRETE SET-OUT FOR CONSTRUCTION - P0-08 STRUCTURAL STEEL PART 1 FOR CONSTRUCTION - P0 - L15 CONCRETE & MASONRY FOR CONSTRUCTION - CONCRETE CORE P0-P3, CONCRETE ELEVATIONS FOR CONSTRUCTION - P1-L15 CONCRETE DRAWINGS FOR CONSTRUCTION - CONCRETE AND PRECAST UPDATES FOR CONSTRUCTION - CONCRETE CORE PLANS P0-P9 FOR CONSTRUCTION FUTURE REVISION (NOT YET ISSUED)

DATE YYMMDD 17.07.21 17.07.28 17.08.22 17.09.07

CLIENT

SERVICES

ARUP Level 17, 1 Nic Melbourne 300

STRUCTUR Level 5, Building Q3, 6 Riverside Quay Southbank VIC 3006

17.10.16 17.10.30 17.11.15 17.12.15 XX.XX.XX

CORE CONSTRUCTION DR AW I NG

AECOM Collins Square, Collins Street, M

INTERIOR C

CARR Level 4, 31 Flin Melbourne, VIC

IN OF F I CE

900 ANN STREET | BRISBANE Detail 3 in collaboration with John Wardle Architects 15 level multi-use commercial tower Status: Under construction Role: Graduate architect Coordination and drawing of schematic design drawings into design development and construction documentation stage. Revit BIM management and model control.

9650

7150

9000

7150

9650 CANOPY TO TERRACE. REFER A6333 FOR DETAILS

LEVEL 06 SSL 28.350

LEVEL 05 SSL 24.400

ELEVATION L5 BEHIND BRICK PODIUM 3 3030

1 : 200 7

9650

7150

9000

7150

9650

PROVIDE CONDUIT/SERVICES FEED FOR ILLUMINATED SIGN BY OTHERS. ALLOW FOR LOADING ON FACADE

LV-01

3 6116

3100

4350

6000

1650

PARAPET SSL 70.300 TOP OF FACADE SSL 68.650

LEVEL 15 PLANT SSL 64.300

4350

4400

LEVEL 08 SSL 36.250

LEVEL 07 SSL 32.300

LEVEL 06 SSL 28.350

LEVEL 05 SSL 24.400

3950 3950 3950 3950

LEVEL 09 SSL 40.200

3950

LEVEL 10 SSL 44.150

FS-04

3950

LEVEL 11 SSL 48.100

3950

LEVEL 12 SSL 52.050

3950

LEVEL 13 SSL 56.000

3950

LEVEL 14 SSL 59.950

3 3030

OVERFLOWS

4100

CD-01 OF

OF OF

4100

LEVEL 04 SSL 20.300

FS-09

LEVEL 03 SSL 16.200

4300

CD-02 BK-01 BK-02 BK-03

LEVEL 1.5 Mezzanine SSL 8.650

5900

1500

LEVEL 02 SSL 11.900

CHURCH STREET 3000

GROUND CAFE SSL 7.180

FHR

LEVEL 01 -LOAD DOCK SSL 6.000

FS-06

BASEMENT 1 LEVEL UPPER SSL 3.000

3700

KES STREET

PROVIDE CONDUIT/SERVICES FEED FOR ILLUMINATED SIGN BY OTHERS. ALLOW FOR LOADING ON FACADE

FS-06

CD-02

FS-09

L LOWER

3000

BASEMENT 2 LEVEL UPPER SSL 0.000

L LOWER

ELEVATION NORTH WEST 1 1001

1 : 200

EL E VAT I ON

PR OG R ES S PH OTOS

CD-01

ZINC ROOFING 110

CM-03

190

LEVEL 03 FFL 16.350

400

150

FOLDED ALUMINIUM CAPPING

210

LEVEL 03 SSL0316.200 LEVEL SSL 16.200

REINFORCED BLOCKWORK WALL REFER ENG'S DETAILS VARIES

520

CD-02

SPANDREL CLADDING CRANKED ALUMINIUM MULLIONS

LEVEL 05 FFL 24.550

2024

LEVEL 05 SSL 24.400

300

STEELWORK TO ENG'S DETAILS

LEVEL 05 SSL 24.400

342

LEVEL 05 FFL 24.550

FS-01

(VERTICAL) COL

EXP.JOINT (BEYOND)

98C

94C FLASHING WEEPHOLES

CL-06

SUSPENDED ACOUSTIC TILE CEILING

XT-02

1029

CL-01

SUSPENDED PLASTERBOARD CEILING

THERMAL & VAPOUR PERMEABLE MEMBRANE CL-01

SUSPENDED PLASTERBOARD CEILING

XT-02

THERMAL & VAPOUR PERMEABLE MEMBRANE FLASHING FLASHING

1543

2057

176C 176 C

3000

82C

4300

2700

WEEPHOLES

CL. 2.700

CL-06

CL-01

FS-09

12mm STEEL PLATE SILL

240

255

58C FS-03

CHURCH AREA

FLASHING COL

(RECLINED)

XT-02FC-10

158C

4100

342

WEEPHOLES CP-02

THERMAL & VAPOUR PERMEABLE MEMBRANE

LEVEL 02 SSL0211.900 LEVEL SSL 11.900

FLASHING WEEPHOLES

533

430

FLASHING

COMMERCIAL OFFICE

ACCESS FLOOR

LEVEL 04 FFL 20.450

AF-01

150

WEEPHOLES

49C

EXP.JOINT (BEYOND)

1210

LEVEL 04 SSL 20.300

410

FLASHING

COMMERCIAL OFFICE

WEEPHOLES

300

CD-02

SPANDREL CLADDING

147C

ACCESS FLOOR LEVEL 04 FFL 20.450

AF-01 CL-01

3000

150

LEVEL 04 SSL 20.300

2732

FS-09

SUSPENDED PLASTERBOARD CEILING

LEVEL 04 SSL 20.300

771

XT-02

THERMAL & VAPOUR PERMEABLE MEMBRANE

20 90

150

FS-09

FLASHING

WEEPHOLES

FLASHING

150

SUSPENDED PLASTERBOARD CEILING

SUSPENDED ACOUSTIC TILE CEILING

MT-02

CL-06

258 110

CL-01

GROUND FFL01 7.250 LEVEL SSL 7.240

WEEPHOLES PAVING LEVEL VARIES 0C

258

CHURCH AREA

138C

WEEPHOLES PAVING LEVEL VARIES

COMMERCIAL OFFICE

FS-09

REFER LANDSCAPE DRAWINGS FOR PAVING

REFER TO LANDSCAPE DRAWINGS FOR PAVING DETAILS

1 3520 1 3570

1 : 10

Rev.

3520

Revision Description PRELIMINARY CD ISSUE PRELIMINARY CD ISSUE PRELIMINARY CD ISSUE

VERIFY DRAWING HAS BEEN PRINTEDGeneral TO SCALE. NotesDO NOT SCALE CRITICAL Date DIMENSIONS. CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE 26.04.2016 COMMENCING ANY WORK. WHERE SHOP DRAWINGS ARE TO BE SUBMITTED 17.05.2016 MANUFACTURE SHALL NOT COMMENCE BEFORE RETURN OF UNAMENDED 31.05.2016 SHOP DRAWINGS SIGNED BY RESPONSIBLE CONSULTANT. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT CONTRACT, SPECIFICATIONS AND DRAWINGS. THIS DRAWING & DESIGN IS COPYRIGHT BY JOHN WARDLE ARCHITECTS.

FACADE SECTION DETAIL - BRICK FACADE

3 1501

1 : 10

Revision Description PRELIMINARY DD ISSUE FINAL DD ISSUE PRELIMINARY CD ISSUE PRELIMINARY CD ISSUE

Date 23.02.2016 29.02.2016 17.05.2016 31.05.2016

FACA 1 : 10

BRICK FACADE - CONDITION VARYING 1 : 10

USE THESE MARKS TO CONFIRM DRAWING IS PRINTED TO SCALE

General Notes

PRINTED:

1 2 3

6/10/2016 9:30:48 AM

THIS DRAWING IS AN UNCONTROLLED COPY UNLESS STAMPED OTHERWISE

Rev. 1 2 3 4

110

1 : 10 2 3540

THIS DRAWING IS AN UNCONTROLLED COPY UNLESS STAMPED OTHERWISE

0 mm

FACADE SECTION DETAIL - RECLINED CURTAIN WALL-GRID C

FACADE SECTION DETAIL - BRICK FACADE

VERIFY DRAWING HAS BEEN PRINTED TO SCALE. DO NOT SCALE CRITICAL DIMENSIONS. CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE COMMENCING ANY WORK. WHERE SHOP DRAWINGS ARE TO BE SUBMITTED MANUFACTURE SHALL NOT COMMENCE BEFORE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY RESPONSIBLE CONSULTANT. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT CONTRACT, SPECIFICATIONS AND DRAWINGS. THIS DRAWING & DESIGN IS COPYRIGHT BY JOHN WARDLE ARCHITECTS.

WEEPHOLES FLASHING 0C

150 mm on B1 sheet 61 mm on A3 sheet

USE THESE MARKS TO CONFIRM DRAWING IS PRINTED TO SCALE

150 mm on B1 sheet 61 mm on A3 sheet 300 mm on B1 sheet 121 mm on A3 sheet

300 mm on B1 sheet 121 mm on A3 sheet

D E TAI LS

www

IN OF F I CE

THE LAB | MELBOURNE Working at Detail 3 with Joost Bakker New train station in the heart of Frankston City Status: Benched Role: Concept design development and production of Schematic Design Report. This included the creation of a revit model, producing all schematic diagrams/imagery as well as formating and putting the report together. The Lab was a unique and ambitious project envisioned by Joost as a larger scale lexus pavilion. The concept was to create a largely modular â&#x20AC;&#x2DC;greenhouseâ&#x20AC;&#x2122; that not only created zero waste, but also took waste from surrounding businesses and converted them into energy. The steel frame and glass building contained a mushroom clad event space, ground level f&B retail and offices on the second floor. The crowning jewel was a restaurant on the top floor that sourced all of its ingredients from the greenhouse. This included fish, mushrooms, vegetables and hanging grape vines that cascade down the facades of the building. To power all this, a generator fueled by recycled plastic was to be installed in the basement plant room while also drawing energy from solar panels placed on buildings nearby. The entire building was designed with sustainability and green practice in mind. It was intended to be an exemplar building that showcased what can be achieved in true sustainable architecture.

6.0

SUSTAINABILITY

EASTLAND LAB \ SCHEMATIC DESIGN REPORT

REN DER V S REVIT MODE L

IN OF F I CE

35 Collins Street Working at Grimshaw Architects Refurbishment of main lobby and office levels 3 - 21 Status: Under Construction Role: I was brought in just after concept phase of the project to help deliver the tender and construction documentation packages for levels 4-8. This involved working with service consultants and building contractors to get a fully resolved drawing set within budget. I completed onfloor demolition drawing packages, detail floor plans, elevations, amenities details and other miscellaneous details for the submission. From this we won levels 3 & 9 to level 21. I was then in charge of both the re-design of these levels and the documentation to construction stage while the remainder of the team focused on the ground floor lobby. The high level of detailing and quick turn around for levels was a major contributor to why we were awarded the rest of the building.

____________________

A08 02 1003

A09 02 1005

STONE THRESHOLD 1 PIECE

____________________

A09 02 1002

B79

EXTENT OF MOCK UP 6

____________________

A09 02 1002

____________________

A09 02 1003

B82

____________________

A09 02 1002

B85 8

____________________

A09 02 1002

____________________

A08 02 1003

____________________

A09 02 1005

ALIGN

____________________

ALIGN

A55

ALIGN

A09 02 1004

D.02

ALL SERV ENGINEER SPECIFICA

B88

____________________

A09 02 1005

800

900

D.03

D.04

A08 SK003 02 1001

CL 850

850

D.06 L04.05 LOBBY STN-100

A08 02 1003

3 ____________________

D.05

A08 SK003 02 1001

D.07

D.08

D.09

650

A09 02 1005

VARIES

929

C EQ L EQ C.O.S.

C.O.S. LIFT DIVIDING WALL

A08 02 1003

A09 02 1003

____________________

A08 02 1003

VARIES

____________________

A09 02 1005

____________________

A09 02 1004

LIFT LOBBY - PLAN 1

____________________

A08 02 1003

B73 LIFT OPENING

C.O.S. C L

EXTENT OF MOCK UP

B76

LIFT DIVIDING WALL

B79

LIFT DOOR

C.O.S. C EQ L EQ

LIFT OPENING

B82

____________________

A08 02 1003

LIFT OPENING

B85 EQ

B88

VARIES

FCL 2932

1075

ALIGN

SPR

ACT-102 FCL 2660

SD SPR SP

SPR

MS SPR

SPR

350

1075

150

ALIGN

ACT-102

351

1 : 50

C.O.S.

LIFT DOOR

____________________

C.O.S.

B76 5

____________________

650

B73 1

75 75 EQ EQ LIFT OPENING

250

75 C L 75 CL CL

C L C L CL

250

75 C L 75 C LC L

250

C L C L C L

A08 02 1003

CEILING SET OUT POINT EQ CL

C L

250

75 C L75 CL C L

75 75 CL C L CL

250

CL C L C L

75 75 C LC L CL

____________________

A08 02 1003

LIFT LOBBY - RCP 1 : 50 1

____________________

A08 02 1003

B73

B76

B79

B82

____________________

A08 02 1003

B85

B88

____________________

A09 02 1003

A05 1005 1

____________________

75 C L 75 C LC L

241

FCL + 2932

D.02

D.03

ELECTRICAL ROOM

PHONE

MTL-101

FEMALE

D.04 DDA

530

PLAN

A09 02 1004

MTL-101 SWP

900

1070

PHONE

300

WOD-100 1

____________________

1440

FCL + 2660

FFL

____________________

A08 02 1003

A08 02 1001 1

C L

____________________

A08 02 1003

LIFT LOBBY - ELEVATION 1 : 50

B88

B85

B82

____________________

A08 02 1003

B79

B76

B73

____________________

A08 02 1003

____________________

A09 02 1004

241 20

EXTENT OF MOCK UP

FCL + 2931 FCL + 2660

2/03/2018 6:49:37 PM

1440

WOD-100

D.07 COMMUNICATION

MTL-101

530

MALE

MTL-101

PHONE

SWP

C L

300

D.08

1070

B2 STAIR FIRE EXIT

NOTE: • • • • •

ALL CEILING P CUT CEILING LIGHT FIXTUR CENTRE LINE ALL TILE JOIN THE TILE SIZE MODULE DOR CUT TILES AT

900

A09 02 1004

•

C:\Users\Jmortlock\Documents\16236_GAM_LOW-RISE_2018_jmortlock.rvt

D.09 4

____________________

GENERAL NOTE:

FFL

4 A08 02 1001 1

LIFT LOBBY - ELEVATION

____________________

A08 02 1003

____________________

A08 02 1003

____________________

A09 02 1004

1 : 50

L IF T LOB BY PL A N + EL EVAT I ONS

DRAWINGS HAVE PROVIDED BY TU PREPARED BY MI ARCHITECTS PRO THE INFORMATIO CURRENT CONDI

B85

B88

B91

B94

A52

B97

GRIMSHAW Architects

Telephone

+61 (03) 9321 2600

Address

21 Bouverie Street Melbourne VIC 3053 Australia

67 42

ALL SERVICES SHOWN INDICITAVE, REFER TO SERVICE ENGINEERS DOCUMENTATION FOR LOCATION AND SPECIFICATIONS

A55

www.grimshaw.global

A58

B82

INTELLECTUAL PROPERTY

© COPYRIGHT GRIMSHAW ARCHITECTS PTY LIMITED. UNLESS OTHERWISE AGREED IN WRITING; ALL RIGHTS TO USE THIS DOCUMENT ARE SUBJECT TO PAYMENT IN FULL OF ALL GRIMSHAW CHARGES; THIS DOCUMENT MAY ONLY BE USED FOR THE EXPRESS PURPOSE AND PROJECT FOR WHICH IT HAS BEEN CREATED AND DELIVERED, AS NOTIFIED IN WRITING BY GRIMSHAW; AND THIS DOCUMENT MAY NOT BE OTHERWISE USED, OR COPIED. ANY UNAUTHORISED USE OF THIS DOCUMENT IS AT THE USER’S SOLE RISK AND WITHOUT LIMITING GRIMSHAWS RIGHTS THE USER RELEASES AND INDEMNIFIES GRIMSHAW FROM AND AGAINST ALL LOSS SO ARISING

67 42

A61

B79

REV

67 42

A64

B76

1 2 C1

67 42

B73

____________________

A13 02 2003

A67

____________________

A08 02 1001

DATE

FOR

31.01.2018 FOR TENDER 23.02.2018 FOR TENDER - LIFT LOBBIES & AMENITIES (LVL 4 - 8) 28.02.2018 ISSUE FOR CONSTRUCTION - ON FLOOR WORKS 02.03.2018 ISSUE FOR CONSTRUCTION - LIFT LOBBIES & AMENETIES

____________________

A08 02 1002

A73

L04.06 COMMS ROOM

L04.07 MALE AMENITES

L04.12 SERVICE RISER

U U

A76

8 36

8 36 8 36

67 42

L04.05 LOBBY

CLIENT

AMP CAPITAL L04.09 FIRE STAIR B2

L04.11 SERVICE RISER

B64

A13 02 2003

67 42

____________________

67 42

L04.08 GOODS LIFT LOBBY

L04.02 ELECTRICAL ROOM

B67

A70

____________________

L04.03 FEMALE AMENITIES

7 26

L04.04 DDA AMENITIES

U T

67 42

A13 02 2003

67 42

B70

L04.01 FIRE STAIR B1

PROJECT MANAGER

TURNER & TOWNSEND THINC 10th Floor, 136 Exhibition Street, Melbourne, VIC 3000

U T

SERVICE ENGINEER

67 42

NORMAN DISNEY & YOUNG

8 36

R C

L04.10 FEMALE AMENITIES

A43

67 42

B97

115 Batman Street, West Melbourne, VIC 3003

BUILDING SURVEYOR

PHILIP CHUN

Suite 3/5 Queens Rd, Melbourne, VIC 3004

A/P

____________________

A13 02 2003

DRAWING KEY

67 42

A/P

67 42

LS P

A46

B94

67 42

AREA OF PROPOSED WORKS

PROJECT

A49 B91 L4.01 OFFICE TENANCY

ADDRESS

35 Collins St, Melbourne, VIC 3000

1477 m²

FCL 2.700

A52

35 COLLINS

SEPERATE SCOPE OF WORKS T

B88

GRIMSHAW PROJECT NO.

16236

A55

NORTH

B85 SCALE

1 : 100

@ A1

A58 B82

STATUS

FOR CONSTRUCTION DRAWING

LEGEND:

A61 B79

A64

2/03/2018 6:42:39 PM

C:\Users\jmarcano\Documents\16236_GAM_LOW-RISE_2018_jmarcano.rvt

B AT H R O O M R EN D ER + OVE R A LL F LO OR PL AN

A67

A70

A73

A76

B73

B76

LEVEL 04 RCP AREA OUTSIDE OF SCOPE FOR THIS ISSUE

GENERAL NOTE: DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY TURNER AND TOWNSEND THINC ON 30-05-17 PREPARED BY MILLS GORMAN ARCHITECTS GRIMSHAW ARCHITECTS PROVIDES NO WARRANTY TO THE ACCURACY OF THE INFORMATION PROVIDED AS IT MAY NOT REFLECT CURRENT CONDITIONS ON-SITE.

DRAWN

CHECKED

AUTHORISED

DRAWING NUMBER

A05 1005

REVISION

TIL-100 BRING TILE BEHIND 100

TILES TO CONTINUE UP WALL INTO ALCOVE

100

STRIP LIGHTING TO NDY SIZE AND SPECIFICATION 100

RECESSED PELMET BOX TO ALLOW MIRROR TO BE REMOVED

GYP-100 ALIGN TOP OF MIRROR WITH CEILING

GLS-100 1350

REMOVABLE MIRROR VIA CLEATS ATTACHED TO SUBSTRUCTURE DETAIL TO BE PROVIDED BY CONTRACTOR

POWDERCOATED MATTE BLACK FRAME 45 DEGREE DIFFUSED LINEAR LED, REFER TO ELECTRICAL ENGINEER DETAIL

1 A13 02 1001 6

04 ELI TYPICAL VANITY MIRROR DETAIL 1:5

CL 50 GLS-100

TW-01 MOUNTING HEIGHT TO BE CONFIRMED WITH PROTOTYPE TO ENSURE MINIMUM SPLASH FX-01 CL

SOAP DISPENSER. ALLOW ADEQUATE SPACE BETWEEN DISPENSER BOTTLE BELOW COUNTER AND BASIN EDGE

45 DEGREE DIFFUSED LINEAR LED, REFER TO ELECTRICAL ENGINEER DETAIL

PNT-104 FOLDED METAL POWDERCOATED MATTE BLACK ON MARINE PLY OR SUFFICIENT WATERPROOF BOARD FIXED TO SUB FRAME METAL TO WRAP UNDER FRAME

304

3 20 194

STEEL BRACING WITH CONCEALED FIXING TO WALLS FOR ADDITIONAL SUPPORT

218

STN-100 MARBLE FINISH TO WRAP AROUND VANITY BENCHTOP

2-3mm SHADOW GAP/TOLERANCE

150

STN-100 MARBLE FINISH TO WRAP AROUND VANITY BENCHTOP

2/03/2018 6:29:12 PM

C:\Users\Jmortlock\Documents\16236_GAM_LOW-RISE_2018_jmortlock.rvt

TIL-100 ACCESS TO SINK

5 A13 02 1001 6

200 SHELF DEPTH

43 520

ELI TYPICAL VANITY DETAILS 1:5

VA NIT Y DE TAI L

ADDITIONAL PR OJE CT S

MIKE INNES HOUSE | VICTORIA Working at Detail 3 Town Planning + DD documentaion EASTBOURNE APARTMENTS | EAST MELBOURNE Working at Bates Smart DD documentation FRANKSTON STATION | FRANKSTON, MELBOURNE Working at Genton Architects Schematic design + BIM co-ordination + Creation of Revit model COLES DATA CENTRE, MELBOURNE Working at Genton Architects Tender Drawings + Construction Documentation 35 COLLINS PLACE OFFICE FLOOR REFURB | MELBOURNE CBD Working at Grimshaw Architects Tender Drawings + Construction Documentation

Jake Mortlock