Amy Collins

SELECTED WORKS

0432512992

amypcollins.01@gmail.com

in/amy-collins-240929104/ Melbourne, Victoria

Recent Graduate from Bachelor of Design (Architecture). A creative, flexible, and high energy individual. With a passion for designing harmonious spaces between the built form and environment. An excellent communicator with a high attention detail and drive to succeed. Accompanying proficient software skills with over 4 years experience in Autocad and Revit.

Developing a strong foundational knowledge in construction technologies, building legislations and Australian Standards, which has further aided my design development within Architecture.

Having the ability to collaborate on various design projects as part of a team and individually, gaining the skills to convey ideas in creative and abstract ways.

Take a journey through my portfolio from selected design works, public exhibitions, and technical drawings.

CONTENTS WELLNESS TOWERS A siteless form explored and developed into a community centre MOSI MUSEUM Designing large scale museum to both respond to the community and the history of the area. FUTURE GARDENS Interactive mechanical flower that responds to the user showcasing the future of plants THE WAVE Not your typical beach, a wave shape the contours the site to balance form and function JUNO DEVELOPMENT Working individually from schematic design through to documentation for type B project. EARTH DOCK Depth site analysis informing how to better utalise the island and enhance usability 01 02 03 04 05 06

WELLNESS TOWERS

Project : Academic / 2022

Participants: Individual

Software : Rhino, Adobe Photoshop, Adobe Illustrator

Taking a siteless curved form and developing into medium scale commerical wellness centre.

The siteless form was explored in many ways and scales to explore how form can translate into a functional space. This form curve was doubled, mirrored and scaled to create the final shape.

The form then became the exterior shell. I sculpted the form to allow for windows and added interior walls to develop this form into a building. Working with hand sketching, 3d modeling and 2d linework to develop this building.

AMY COLLINS

AMY COLLINS 3 15 0 E1 A04 AA BB A06 A06 AA A05 A05 BB 7475 6140 13490 13990 22135 2. 1. 3. 3. 5. 4. UNIVERSITY OF TECHNOLOGY DRAWING NO. SCALE SITE BUILDING DRAWN BY PROJECT COURSE UNIT DRAWING TITLE Level 3 1:100 @ A3 SWINBURNE Task 2B Community Centre 01 High Density CWT Community Wellness Towers Semester 2, 2021 DIA20003 Digital Documentation 1 A103 LEVEL 3 A103 SCALE 1:100 FP4 1. Storeroom 2. Unisex Toliet 3. Kitchen 4. Seating 5. Vegetable Garden A06 A05 A05 A06 BB A04 AA AA E1 BB 01 3 14730 21830 13270 1405 1075 885 1925 2295 2655 2325 7275 5290 13850 21480 UNIVERSITY OF TECHNOLOGY PROJECT DRAWN BY BUILDING DRAWING NO. SCALE SITE COURSE UNIT DRAWING TITLE LOCATION DATE Semester 2, 2021 Thursday 5:30 102546726 Amy Collins 9.10.21 DIA20003 Digital Documentation 1 Ground Floor Plan 1:100 @ A3 Task 2B Community Centre 01 High Density 132-138 Little Bourke Street, Melbourne CWT Community Wellness Towers SWINBURNE A102 A102 FP1 SCALE 1:100 GROUND FLOOR 1.Storeroom 2.Accessible Toliet 3.Community Market 4.Seating 3. 2. 3. 1. 3. 4. GROUND LEVEL LEVEL 7

SELECTED WORKS

AMY COLLINS

SELECTED WORKS

MOSI MUSUEM OF SOCIETAL INNOVATION

Project : Academic / 2019

Participants: Group of two Software : Rhino, Enscape, Adobe Photoshop, Adobe Illustrator

Museum MoSI showcases the hidden identity of the Western Melbourne Suburb Newport. Now considered to have no identity, the true foundational identity of Newport is heavily industrial. We propose to bring back that industrial language and culture, through a sense of permanence, becoming lost under the rubble of gentrification. MoSI aims give back the identity the identity of Newport, and allows the Newport Community to Breathe their own Unique Future.

COLLINS

AMY

AMY COLLINS

SELECTED WORKS

AMY COLLINS

SELECTED WORKS

FUTURE GARDENS

Project : Public Exhibtion / 2022

Participants: Four member team, Individually developed the flower petal, connections, base lighting.

Software : Rhino, Grasshopper, Adruino, Adobe Illustrator

The night flower resembles a future world where humanity has failed to protect the natural environment. Flowers have evolved into aggressive cybernetic organisms - part-robot; Half organic, half mechatronic beings that have learnt to protect themselves from their persecutors, human beings.

Made from 3mm Acrylic, the mechanism uses a rack and pinion to open and close the mid ribs of the flower. Attached to the mid ribs is the petal design - an origami inspired pattern made using polyester that reveals itself as the mechanism opens, and folds as it closes. The flower responds to the movement of humans to tell its story with mechanism opening up to protect itself aggressively if a person gets to close to it, and staying vigilant and closed when solitude.

The flower is a theoretical concept that is inspired by the environmental challenges that humanity and the natural world face. It draws inspiration from how organisms evolve, the changing in characteristics of a species over several generation.

AMY COLLINS

AMY COLLINS

CONSTRUCTION

• Individually researched and developed 12 prototype flower petal designs at 1:1

• Once all individual elements developed, connected the flower to the mechanisim

• Attached all lighting and second flower petal to cover the connection join

• Connected the flower mechanism to the natural plant

MATERIALS

• Plolyster fabric

• 5mm / 3mm acrylic sheet

• Acrylic screw/bolts

• Steel screw/bolts

• Arduino board

• 9 watt motor

• LED lights

• Cable ties

• Power supply

• Plants

SELECTED WORKS

01 02 03 04

Spend time researching origami techniques, followed tutorials and learnt how orgami works. It was important to handle the fabric with care as it was easy to burn within th e creasing process. Overall completed 12 prototypes.

01. The Dashed lines present each open petal, 8 petals in total. Made with chiffon fabric with is light and offers a good level of opacity, the downside because of the fabric being so light it struggled to hold its shape. Was really informative in refining my flower design moving forward.

02. Once I understood how the system worked I turned my last technique into a circle form to mimic a flower. This Form worked well but the folding technique was very complex.

03.I tried the below shape and discovered that the material was too dense and didn’t allow much room for folding. In addition would require strain on the server motor once attached.

04. Through discovered 5 point circled design wouldn’t work, I developed a 5 point hexagon.

SELECTED WORKS

THE WAVE

Project : Academic / 2019

Participants: Individual

Software : AutoCAD, Revit, Enscape, Adobe Photoshop

The Maple House, a three-bedroom home, designed on a sloped site with ocean views and a mature Japanese Maple Tree that was to be retained. Inspired by the curshing waves that curve around the bay. The house makes use of the japanese maple by curving around it, then an inverted curve that becomes the roof. Blending form and function. One of the added focuses was on sustainability and utilizing the natural environment, such as the ocean breeze for a passive air system and the sun for a solar heating within the home.

AMY

COLLINS

SELECTED WORKS

AMY COLLINS

SELECTED WORKS

JUNO

JUNO DEVELOPMENT

Project : Academic / 2020

Participants: Individual project

Software : Revit - BIM

Juno is about using materiality and form to connect the built form and the natural invironment as one. Juno Development comprises of a basement carpark. Ground floor with a Café, Organic Greengrocer, Barrister’s Office, and Building Design Studio. Along with the first floor which contains two apartments each with four bedrooms. Once the schematic design was approved, further exploring materiality, sustainable and recycled material were chosen where possible. Working to the local council requirements, feasibility reports and town planning drawings were produced with all relevant documentation.

The more detailed phase then began, producing working drawings for the Juno Development. Researching, collaborating, and working from the National Construction Code and all relevant Australian Standards to accurately detail and note the specifics of the project.

AMY COLLINS

COLLINS DESIGNS

1153-1157 BURKE ROAD

WORKING DRAWINGS

SELECTED WORKS LIFT CORE BASEMENT CARPARK STORAGE EXHAUST FAN DIRECT TO OPEN AIR INSTALLED AS PER MANUFACTURES INSTRUCTIONS TIMBER ROOF TRUSS SYSTEM AS PER ENGINEERS SPECIFICATIONS REFER TO ENGINEERS SCHEDULE FOR INSTALLATION GUIDE PLANT FEATURE TO BE ARTIFICAL PLANTING BAND BEAM 900 X 150mm AS PER ENGINEERS SPECIFICATIONS BAND BEAM 1400 X 150mm AS PER ENGINEERS SPECIFICATIONS ROOF 75150 SITTING ROOM BEDROOM 1 BEDROOM 2 BEDROOM 3 BEDROOM 1 BEDROOM LIFT CORE FIRE-ISOLATED STAIRWAY TERRACE SITE BOUNDARY FIRST FLOOR C.L 74850 EASEMENT 1100 BRICK WALL KONE LIFT TO BE INSTALLAED AS INSTALLATION GUIDE FRD 2700 4 WD013 2 WD013 5 WD012 1100 1445 FIRE SEPERATION WALL 1 : 100 SECTION A.A 1 BASEMENT 65850 BASEMENT 65850 GROUND FLOOR 68700 GROUND FLOOR 68700 FIRST FLOOR 72150 FIRST FLOOR 72150 ROOF 75150 ROOF 75150 SITE BOUNDARY SITE BOUNDARY RE BR BR BASEMENT C.L 68235 BASEMENT C.L 68235 GROUND FLOOR C.L 71700 GROUND FLOOR C.L 71700 FIRST FLOOR C.L 74850 FIRST FLOOR C.L 74850 238546530004502700300 RD 1445 10745 CO TI RO AL N.G.L. N.G.L. SETBACK 238546530004502700300 1445 10745 FG FGFGFG FG FGFGFGFGFG FG FG FG FG FG FG FG FG FG FG D.08 W.28 D.07 W.27 W.26 W.11 D.02 D.01 LINE OF ROOF UNDER 3 FALL FG 1100 BALUSTRADE GROUND FLOOR 68700 GROUND FLOOR 68700 FIRST FLOOR 72150 FIRST FLOOR 72150 ROOF 75150 ROOF 75150 SITE BOUNDARY SITE BOUNDARY RE BR CO CO CO BR BL GROUND FLOOR C.L 71700 GROUND FLOOR C.L 71700 FIRST FLOOR C.L 74850 FIRST FLOOR C.L 74850 1445 300 2700 450 3000 7895 TI RO N.G.L. N.G.L. AL SETBACK 1445 300 2700 450 3000 7895 FED D.03 D.06 D.05 W.02 W.06 W.01 W.04 W.12 W.13 W.14 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG LINE OF ROOF UNDER 1100 BALUSTRADE 3 FALL DP S O U T H E L E V A T I O N N O R T H E L E V A T I O N

1 150mm PRECAST PANEL WALL TO ENGINEERS DETAIL AND PROVIDE 30mm OF INSULATION FIXED AND BRICK 110mm FIXED WITH BRICK TIES.

150mm PRECAST CONCRETE PANELS

(REFER TO ENGINEER'S DRAWINGS FOR DETAILS). PROVIDE BACKING RODS AND 20mm MIN DEPTH OF SILICON SEAL. AT GROUND LEVEL WALL PROFILE CHANGE TO WALL TYPE 1

PROVIDE 150mm SHOTCRETE WALL AGAINST BORED PIERS AS PER ENGINEER'S DETAILS. PROVIDE TANKING AND WEEPHOLES TO ENG. DETAIL.

150mm PRECAST CONCRETE WALL AND SELECTED FINISH. PROVIDE TANKING

UNDERGROUND -PREFER TO ENGINEER'S DRAWINGS FOR DETAILS. FRL 90/90/90

92mm STEEL STUDS @ 450 CTRS. 75mm INSULATION. 13mm PLASTERBOARD SCREW FIXED TO BOTH EXTERIOR AND INTERIOR.

NOMINAL 10mm STEEL MESH

100mm PRECAST LOAD BEARING CONCRETE WALL AS PER ENGINEER'S DETAILS. WITH SELECTED FINISH. FRL

INTERIOR.

AMY COLLINS 1 1 3 3 A B C D 2 2 MASTER SUITE LAUNDRY STUDY PRIVATE TERRACE DINING LIVING SPACE SITTING ROOM BEDROOM 1 BEDROOM 2 BEDROOM 3 KITCHEN PANTRY POWDER BATH STORAGE ROOM 2 WD009 1 WD009 1 WD009 PLANTER BOX REFER TO LANDSCAPE PLAN FOR PLANTING SCHEDULE PLANTER BOX D.W CT REF WF ENSUITE W.I.R LIGHT WELL CUPBOARD TERRACE A P A R T M E N T 1 5035 261012902205 12110 110 90 90 90 100 4945 2520 1200 2105 90 3110 90 3270 2100 6470 65 4885 90 12665 90 2405 1200 90 90 3075 600 5115 8280 5790 90 2400 10700 3000 3695 20390 18240 1400 825 100 4265 150 110 65 8985 3200 1385 . 220 4205 90 2945 10690 90 3840 9685 4515 90 3040 1075 8755 90 840 30 2745 1430 1195 7470 90 4770 90 3580 2480 2500 90 3590 1740 90 2135 100 1425 110 990 2630 1100 90 1790 3780 600 90 1890 90 1600 100 1990 12020 1200 8100 90 90 90 240 4090 4190 3390 2400 90 4360 90 2370 100 8250 110 100 1010 7240 8480 90 10700 3000 90 1930 3695 280 1665 90 90 90 W.19 W.20 W.21 W.22 W.23 W.24 D.07 D.08 W.25 W.26 W.27 W.28 W.29 FD 18690 ROBE F.F.L 72.15m F.F.L 71.65m PL FD FD FD 305 160 ROBE ROBE W.I.R 155 1960 557 195 RF DP DP 2 13 10 15 16 11 14 600 4940 15860 43825 43750 230 2870 5420 43870 AL AL AL AL AL 3620 4450 230 4790 2580 3445 280 LBW 1200 1200 760 760 2150 2151 230 110 30 150 450 3 2

150 13 10 92 150 6 5 4 7 100

60/60/60 150 13 30110 92 28 8 9 10 13 1392 10 13 150mm

20mm MIN

STEEL STUD 13mm PLASTERBOARD

92mm STUD

AND 10mm FINISH COLOUR COLLINS DESIGNS 1 : 20 WALL TYPES NO. AMENDMENTS DATE

PRECAST (REFER TO DETAILS).

ONE LAYER SCREW FIXED CHANNELS. 110mm BRICK PROVIDE

INSULATION,

SCREW FIXED INTERIOR.

STUD STEEL WITH 75mm INSULATION, 13mm PLASTERBOARD

10mm VENETIAN PLASTER TOWEL COLOUR TO CLIENT REQUEST

92mm STUD STEEL WITH 75mm INSULATION, 9mm BLUEBOARD AND 10mm RENDER IN PEARL GREY COLOUR WITH TOWEL FINISH

90mm TIMBER STUD WITH 75mm INSULATION AND 9mm BLUEBOARD

SCREW FIXED. 10mm RENDER POLISHED CONCRETE FINISH RENDER

150mm PRECAST CONCRETE PANELS

(REFER TO ENGINEER'S DRAWINGS FOR DETAILS). PROVIDE BACKING RODS AND 20mm MIN DEPTH OF SILICON SEAL.

ENSURE 20mm CAVITY TO INDEPENDENT 70mm STUD TIMBER @ 600 CENTRES WITH 50mm INSULATION.

13mm PLASTER BOARD FIXED TO INTERIOR.

10mmGYPROCK SUPERCHEK ATTACHED TO TIMBER STUDS AT 600MM MAXIMUM CENTRES WITH 75 GOLD BATTS INSULATION.

30mmSEPARATION BETWEEN FRAME AND GYPROCK SHAFT LINER PANEL.

25mm GYPROCK SHAFT LINER PANEL BETWEEN STEEL H-STUDS AT 600MM MAX CENTRES.

16MM GYPROCK FYRCHEK SCREW

LAMINATED TO SHAFTLINER. 30mm SEPERATION BETWEEN FRAME AND GYPROCK FYRCHEK. TIMBER STUDS AT 600MM MAXIMUM CENTRES WITH 75 GOLD BATTS INSULATION ATTACHED TO 10mmGYPROCK SUPERCHEK.

DOUBLE 110MM BRICK WALL WITH 20MM CAVITY WITH REINFORCING BARS (REFER TO ENGINEER'S DRAWINGS FOR DETAILS)

90mm TIMBER STUD WALL WITH 13mm PLASTERBOARD DRAWN

CT COOKTOP DP DOWNPIPE

DW DISHWASHER SPACE

FEDFIRE ESCAPE DOOR

FH FIRE HYDRANT

LBWLOAD BEARING WALL

F.F.LFINISHED FLOOR LEVEL

REF FREFRIDGERATOR SPACE

RF GROUND FLOOR ROOF

WF WINE REFRIDGERATER

ALL DIMENSIONS TO BE TAKEN IN PREFERENCE

THESE DRAWINGS SHALL BE READ IN STRUCTURAL ENGINEERS AND ALL OTHER DRAWINGS AND IN CONJUNCTION WITH SPECIFICATIONS AND MANUFACTURER'S

N O T E S:

ALL COLUMNS ARE SETOUT ON CENTRELINK OTHERWISE NOTED AS PER ENGINEERS

CURVED WALLS HAVE A RADIOS OF 250mm OTHERWISE SPECIFIED.

ALL WET AREAS SHALL HAVE A TILE FLOOR. ALL BEDROOMS AND WIR SHALL HAVE ALL LIVING AREAS/TERRACE TO HAVE FLOORING.

A STAIRWAY MUST HAVE NOT MORE THAN 2 RISERS IN EACH FLIGHTAND

A GOING (G) RISER (R) AND QUANTITY WHERE A RISER MUST BE WITHIN MAX: 190mm MIN: 115mm WHERE A GOING SHALL BE WITHIN MAX: 335mmMIN:250mm WITH A MINIMUM LANDING OF 750mm

LIFT DOORS MUST HAVE AN F.F.L OF 1735.11

ALL INTERNAL DOORS 1000 X 2400mm SPECIFIFED. FIRE ESCAPE DOORS TO ALL DOORS WITHIN AN EXIT PATH MUST WITHIN WITHOUT A KEY BY A SINGLE ACTION OR PUSHING DEVICE LOCATED FROM FLOOR LEVEL. EXIT DOORS MUST SWING AGAINST TO BE CAPABLE OF BEIND HELD IN AN ALL INWARD SWINGING DOORS WITHIN PAN MUST BE FITTED WITH REMOVABLE

THE DOOR TO A TOILET IS TO OPEN OR HAVE HINGES THAT ARE EASILY REMOVED OUTSIDE IF THERE IS LESS THAN 1200mm CLOSET PAN AND THE NEAREST PART FLASH ALL SANITARY FIXTURES. SEAL FLOOR JUNCTIONS WITH PVC ANGLE ALL WET AREAS USE 10mm MOISTURE PLASTERBOARD WITH SELECTED PAINT WATERPROOFING OF ALL WALLS AND SHALL COMPLY WITH CURRENT AUSTRALIAN 3740.

THERMAL INSULATION BE PROVIDED PART 5 OF THE BCA

ALL TIMBER FRAMING TO COMPLY WITH STANDARD AS: 1684 NATIONAL TIMBER

ALL FURNITURE IS FOR DISPLAY PURPOSES

SELECTED WORKS DN 4 4 5 5 6 6 A B C D BEDROOM 1 BEDROOM 2BEDROOM 3 KITCHEN LIVING SPACE DINING SITTING ROOM PANTRY 2 WD009 PLANTER BOX REFER TO LANDSCAPE PLAN FOR PLANTING SCHEDULE PLANTER BOX W.I.R LIGHT WELL MASTER SUITE LAUNDRY ENSUITE W.I.R PRIVATE TERRACE STORAGE TERRACE A P A R T M E N T 2 12110 219512902610 5055 4440 100 90 90 90 110 2105 1200 2520 4945 4330 240 90 3110 90 3270 6470 2060 100 2170 12665 90 5185 65 2995 2405 90 1200 90 600 90 5790 2960 11000 4480 3695 1400 745 155 405 500 400 20390 18285 2105 100 65 1855 16036 110 100 7995 5520 2300 240 90 90 4175 2910 10625 90 110 6095 600 3840 90 5 90 1065 3020 9095 4550 30 1410 2735 1205 100 2130 90 1740 90 4775 90 1200 4440 BEDROOM 1 122 990 2618 PANTRY 2830 1850 150 2400 150 90 330 3700 4460 100 9930 2320 1840 100 90 1790 90 1890 1600 90 4260 2700 22750 305 150 110 90 90 90 65 4920 3340 3300 3300 19251385 2160 5845 150 2195 40 3270 3340 3390 3390 16405 5125 1200 90 2215 90 11000 4480 3180 100 W.18 W.17 W.16 D.06 D.05 W.12 W.13 W.14 W.15 W.30 FD 160 STUDY POWDER STORAGE ROOM ROBE 195 DW CT OVEN WF F.F.L 72.15m FH FD FD FD F.F.L 71.65m BATH 230 20390 2105 18285 150 1955 230 240 2150 2400 1920 DP DP 2 10 13 4 2 16 16 4 10 4 15 11 14 2280 110 AL AL AL AL 90 5115 3075 785 2305 LBW 760 760

DETAILS).

FIXED

CHANNELS.

30mm

STUD

PLASTERBOARD

PRECAST CONCRETE PANELS TO ENGINEER'S DRAWINGS FOR

PROVIDE BACKING RODS AND MIN DEPTH OF SILICON SEAL. LAYER OF PLASTERBOARD LINING

T 28mm FURRING

BRICK FIXED WITH BRICK TIES

OF INSULATION. 92mm

@ 450 CENTRES WITH

150 20 70 13 13 92 9 10 10 9 90 9 10

12 13

9030 40 3090

10 90 10 110 20 110

15 16

BY: DATE: PROJECT NAME: SHEET NAME: AC JUNO FIRST FLOOR PLAN L E G E N D

RETAINED SOIL INNER FACE

SUSPENDED CONCRETE SLAB 150mm

REFER TO ENGINEERS DRAWINGS AND SCHEDULES AND ALL OTHER CONSULTANTS' DRAWINGS AND IN CONJUNCTION WITH ALL TECHNICAL SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS.

SLAB EDGE BEAM (1400mmX150mm) AS PER ENGINEERS SPECIFICATIONS

REFER TO GENERAL NOTES ON WD001

REFER TO ENGINEERS DRAWINGS AND SCHEDULES AND ALL OTHER CONSULTANTS' DRAWINGS CONJUNCTION WITH ALL TECHNICAL SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS. REFER TO GENERAL NOTES ON WD001

150mm CONCRETE TILT PANEL WALL APPLIED WATERPROOF MEMBRANE BELOW GROUND

100mmX50mm NYLEX VERTICAL CORE DRAINAGE LAYER BEHIND WALL AT INTERVALS SPECIFIED BY ENGINEER

50mmD x100mmW SPOON DRAIN TO PERIMETER. DRAPE SLAB REINFORCEMENT TO MAINTAIN COVER

150mmCONCRETE SLAB ON GROUND. REFER TO SCHEDULE FOR DETAILS INC REINFORCEMENT

150mm CONCRETE CAST-INSITU SLAB AS PER ENGINEER'S SPECIFIFCATIONS

50mm PACKING SAND

(1400mmX150mm) AS SPECIFICATIONS

PANEL WALL MEMBRANE

VERTICAL CORE WALL AT ENGINEER

150mm CONCRETE CAST-INSITU SLAB AS PER ENGINEER'S SPECIFIFCATIONS

STRIP FOOTING (1200mmX1200mm). REFER TO ENGINEERS DESIGN

SLAB EDGE BEAM AS PER ENGINEER'S SPECIFICATION

TILT PANEL RETAINING WALL AND BASEMENTCONCRETE SLAB 1

TILT PANEL RETAINING WALL AND BASEMENT CONCRETE SLAB

: 20

PRECAST CONCRETE PANEL 150mm

POUR LIQUID GROUT AT 1:1 SAND AND CREMENT MIX AFTER FINAL PANEL ALIGNMENT FINISH PATCH IF REQ.

DRAIN MAINTAIN

LANDSCAPING IS TO FALL AWAY FROM STRUCTURE

32mmW x 200mmL GROUT TUBE

SCHEDULE FOR

REINFORCING BARS AS PER SCHEDULE

10mm EXPANDATION JOIN

CONCRETE CAST-IN-SITU SLAB 150mm

0.2 POLYETHYLENE MOISTURE BARRIER

0.2 POLYETHYLENE MOISTURE BARRIER DRILLED HOLE 24mm DIA

N20x300mm DOWEL (HOT DIPPED GAL) 150mm MIN IMBEDMENT INTO SLAB

AMENDMENTS DATE (1200mmX1200mm). REFER

USE OF 15MPA BINDING CONCRETE IS PERMISSABLE TO ACHIEVE FOUNDATION DEPTH AS REQUIRED IN GEOTECHNICAL REPORT

50mm PACKING SAND

COLLINS DESIGNS

NON SHRINK GROUT

50mm PACKING SAND

PROJECT NAME:

NON SHRINK GROUT

N12 STARTER BARS AT 600mm CENTRES AS PER ENGINEER'S SPECS

REINFORCEMENT AS PER SCHEDULE

PANEL TO STRIP FOOTING

1153-1157 BURKE ROAD,

AMY COLLINS

90mm

DRAINAGE AGGREGATE

AGI DRAIN

N.G.L

G R O U N D F L O O R 0mm WATERPROOF MEMBRANE PROPERTY LINE 150mm 32mmW PRECAST REINFORCING

BASEMENT -2850mm

200 600300 450 20 N G L B A S E M E N T F L O O R 450 300 300

850 LIFT CORE 1 : 20 TILT

3 1 : 20 LIFT CORE EDGE BEAM 2 N O T E S :

DRILLED HOLE 24mm DIA

200 600300 450 20 N G L B A S E M E N T F L O O R 450 300 300

10mm EXPANDATION JOIN

850 LIFT CORE 1 : 20 TILT PANEL TO STRIP FOOTING 3

: 20

CORE EDGE BEAM 2 N O T E S :

LIFT

PANEL TO STRIP FOOTING

TILT

PROVIDE TWO SETS OF LIGATURES AT TOP AND BOTTOM LAP SUSPENDED

IN SITU COLUMN (600mmX300mm). REFER TO SCHEDULE FOR DETAILS

BAND BEAM 2400mmW X 150mmHAS PER ENGINEERS SPECIFICATIONS

150MM CONCRETE SLAB ON GROUND. REFER TO SCHEDULE FOR DETAILS INC REINFORCEMENT

WATERPROOF MEMBRANE

REF COLUMN SCHEDULE FOR TIE SPACING

PROVIDE TWO SETS OF LIGATURES AT TOP AND BOTTOM LAP

THROUGHLY SCABBLE FACE

CRANK BARS 1:6 MAX. PROVIDE 2 SETS OF LIGATURES AT CRANK

PROVIDE TWO SETS OF LIGATURES AT TOP AND BOTTOM LAP

IN SITU COLUMN (600mmx300mm). REFER TO ENGINEER'S SCHEDULE FOR DETAILS

REFER TO ENGINNER'S COLUMN SCHEDULE FOR TIE SPACING

PROVIDE TWO SETS OF LIGATURES AT TOP AND BOTTOM LAP

STARTER BARS TO MATCH SIZE OF SPACING OF COLUMN BARS

PROVIDE 10mm ABEFLEX AROUND COLUMN

MASS PAD FOOTING (1500mmx750mm)

REFER TO ENGINEERS PLAN AND SCHEDULE FOR DETAILS

NO DRAINAGE OR SURFACE TRENCHESTO BE LOCATED BELOW THIS LINE

SELECTED WORKS SUB-SURFACE BORED 150mm 50mm DEPP 100X50 150mm PEIR POST-TENSIONED

OF 15MPA BINDING CONCRETE IS PERMISSABLE TO ACHIEVE FOUNDATION DEPTH AS REQUIRED IN GEOTECHNICAL REPORT 50mm PACKING SAND 300 300 300 B A S E M E N T - 2 8 50 mm GROUND FLOOR 0mm F I R S T F L O O R 3 4 50 m m REF GEOTECHNICAL

FOR DIMENSION

USE

REPORT

CONCRETE SLAB 150mm LAP LENGTH 40X BAR DIAMETER LAP LENGTH 40X BAR DIAMETER

1 1 750

CONCRETE SLAB 150mm

SUSPENDED

PROJECT NAME: COLLINS DESIGNS COPYRIGHT 1153-1157 BURKE ROAD, 1 BORED 3 1 BORED 2 1 : 20 CONCRETE COLUMN, MASS PAD FOOTING, BAND BEAM DETAIL 1 AMENDMENTS DATE CONCRETE COLUMN, MASS PAD FOOTING, BAND BEAM DETAIL

EARTH DOCK

Project : Academic / 2022

Participants: Group of 4, displaying only individual drawings and design

Software : Rhino, Enscape, Adobe Photoshop, Adobe Illustrator

A water and nature boundary between Richmond and South Yarra, separated by a river but forgotten about since it’s creation. Once man made but now stands juxtaposed to the concrete and industrial heritage of Richmond. A way to access Herring Island from Richmond and connect the land but to emphasise the duality between the natural and the created.

Earth Dock is about reconnecting people to herring island and undoing the man-made channel running through the north side.

AMY COLLINS

HERRING ISLAND

SELECTED WORKS

AMY COLLINS

SELECTED WORKS

AMY COLLINS

UTALISING NATURAL WATER TIDE

Connecting people back to water through river channels across the dock. These channels are various depths in order for the rising and falling tide to create a sensory experience. Using rock taken from the existing waters edge as the base structure creates a larger sound experience, emulating nature.

The second aspect having mist nozzles at the opening on the underground pavilion. This mist is released when the water bridges ‘closes‘ as a signal to people to leave the island as the land needs to regenerate. This mist will also aid to hide the dock and earth pavilion and create a non place experience.

SELECTED WORKS

MIST AS NATURAL CLOSING MECHANISM

0432512992

amypcollins.01@gmail.com in/amy-collins-240929104/ Melbourne, Victoria

AMY COLLINS