portfolio Liam Marosy-Weide
NAME Liam Marosy-Weide BIRTH 04 | 07 | 1991 CONTACT liammarosyweide@gmail.com ONLINE-PORTFOLIO http://issuu.com/liammarosyweide
2
EMPLOYMENT
EXTRA CURRICULAR
11/2016 - 05/2017 LabLand Arkitekter |Student Assistant | Aarhus, Denmark Concept Dev, 3d Prototyping, drafting, visualisations
2017 Skarresø Bygge Festival | Skarresø, Denmark Building Land Manager, Safety Controller
02/2016 - 08/2016 Lendager Arkitekter | Intern / Student Assistant | Copenhagen, Denmark Model Building, Concept development, 1:1 prototyping
2016 Roskilde Festival 16’ | Roskilde, Denmark Building Volunteer, SUPERFLEX VIP Shelters
02/2014 - 04/2015 Design 5 Architects | Architectural Assistant | Sydney, Australia Construction docs, Measure-ups, Concept Dev, Site Management, IT 2013
2013 1st Year Mentor Programme | Sydney, Australia 1st semester Studio Mentor 2010 / 2012 WOOF Volunteer | Bergen, Norway Community project builder, farming
Benn Penna Architects | Freelance work | Sydney, Australia Concept Dev, Interior Rendering, Visualisations 02/2011 - 06/2012 02/2013 - 10/2013 WakeUp! Hostel | Sydney, Australia Weekend Manager | Receptionist | Tour guide
2007 Volunteer | Sikkim, India Tibetan refugee settlement project
EDUCATION
SKILLS
INTERESTS
09/2015 - 06/2017 Aarhus School of Architecture | Aarhus, Denmark Master of Architecture
Vectorworks Rhino Sketchup Autocad Photoshop Indesign Illustrator Lightroom Model Making
Rock Climbing Hiking Camping Sculpture Photography Reading Drawing Live Music Building
01/2011-11/2013 University of Sydney | Sydney, Australia Bachelor of Architecture 09/2012 - 01/2013 Aarhus School of Architecture | Aarhus, Denmark Bachelor of Architecture Exchange 2007 Anchor/Mortlock/Woolley | Sydney, Australia 1 week Internship
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4
6
08 | ST JAMES’ CHURCH cultural | conservation
26
02 | LABLAND ARKITEKTERNE landscape
10
09 | WOOLWICH SCOUT HALL private | community
28
03 | LENDAGER ARKITEKTER Internship | built | sustainability
12
10 | MAPPING THE INTANGIBLE public
30
04 | PARANOID CRUSOE public | built | sustainability
16
11 | PROJECTED FUTURES machine | public | built
34
05 | RED CROSS HOUSE heritage | conservation | built
20
12 | PROJECTS FOR THE COMMUNITY public | community | built | volunteer
38
06 | RAMAKRISHNA MISSION cultural | built
22
13| CREMORNE POINT public
42
14 | CREATIONS + PROCESSES built
44
07 | LENNOX BRIDGE 24 civic | heritage | conservation | built
CONTENTS
01| MASTER THESIS sustainability | Strategy | re-use
01
Old building Existing materials New forms
Aarhus School of Architecture Year Place
Master Thesis, 2017 Aarhus, Denmark
In the present day obsolete buildings which although still functional are valued as insignificant and demolished, raising the question what do we do when “an obsolete building is in place but out of time�?(Jacobs 2014, 103). Motivated by a need to reduce unnecessary waste in the construction industry the thesis sought to develop a strategy which reconciled the local cultural and environmental demands with the potential of the obsolete to form a functioning and sustainable new whole. A holistic understanding of the buildings tectonics orchestrated the removal of materials and developed a foundation for their reuse in-situ. The removed resources were used in the design of 6 transformation typologies which harmonised the potentials of the existing building, the tectonic opportunities of the removed resources and the requirements of the new programme to optimise the buildings function, renewing its significance for future use. The final design transformed an abondoned municipal office building proposed for demolition into a professional Maker Space for upscaling creative startups.
https://issuu.com/liammarosyweide/docs/171129_lmw_report
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7
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B SP RIG A H ENT REN T ICIN T G DIRECT LIGH T
G IN AC BR EM RM WA Y AIR CALMING DIFFUSE | DIRECT LIGHT
L FU AY ERY GALL DIO ARTIST STU
TR AN
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PL
ING AG NG RO ST
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WARM DIF A FU LA IRY SE ZY
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INVITING
Mapping Existing Qualities
Removal stage 1 Removing transient additions which are not of the buildings original 1958 fabric.
Removal stage 3 Elements which contain existing service pipes and decay in close proximity.
Removal stage 2 Removing elements which exhibit significant decay and compromise the integrity of the building.
Removal stage 3.1 Selectively removing elements whose removal would benefit the optimization of the proposed function.
8
MEETING ROOM 15m2
MEETING ROOM 15m2
EXHIBITION AND EDUCATION 130m2
COMMON WORKSPACE 105m2
COURTYARD
PRINT ROOM 20m2
W
/C
COMMON WORKSPACE 60m2
W
/C
First Floor
MEETING ROOM 20m2
OUTDOOR SPACE 40m2 LOUNGE 45m2
V
O
ID
COMMON WORKSPACE 60m2
PLANT ROOM
STORAGE 20m2 3D PRINT ROOM 30m2
LASER CUTTER 30m2
CRAFT ROOM 120m2
PHOTO STUDIO 30m2
STORAGE 20m2 ASSEMBLY ROOM 25m2
/C
Open Partition
W
Ground Level
W
METAL SHOP 75m2
/C
WOODSHOP 100m2
LARGE ASSEMBLY 75m2
Solid Partition
Ceiling
Floor
Transparent Partition
Facade
Transformaion Typologies 9
02
LabLand Landscape Architecture Lendager Group
Year Place
2016 - 2017 Aarhus, Denmark
LabLand is a small landscape architecture office based in Aarhus, Denmark. My position as a student assistant allowed me to work on a variety of projects from community square design, park design, bridge and platform design, childrens play equipment and street furniture. The diversity of projects has imparted on me a unique set of skills, design logic and understanding which can be drawn upon when working within building design. My role often involved working with a project leader or the director during concept development, using rhino to investigate and visualise design ideas. Working paramterically, I had a strong influence on the final designs and was relied upon to create presentation material for clients.
10
Urban Square proposal Silkeborg
Bridge, rest area and leisure platform proposal to promote use of a proposed scenic walk in Klitmøller, Denmark.
11
03
Lendager Arkitekter Internship
Lendager Group Year Place
2016 Copenhagen, Denmark
Lendager’s work is a continual analysis and development of social, economic and environmental potentials within sustainable and innovative development, architecture and material production. This is achieved through an entirely holistic approach to sustainability and circular economy. During my internship I was fortunate to work across a range of projects including a Recycling Station, Storage Centre, Summer House and Office Building. I developed stronger model making skills and processes, an understanding of circular economy and a more holistic sustainable approach to architecture through prototyping, analysis of waste fractions and implementation of these into the design process. My most notable project was an upcycled window wall for the new office. The wall acted as a prototype for research and development into design solutions which minimised waste and maximised potentials of discarded building materials. It further sought to assess the feasibility of postmanufacturing second hand building materials and the subsequent impact this process would have on the design, economy and on the environment.
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13
Upcycled Window Wall
taByttereolen Byttereolenererdet detfleksible fleksiblecentrum centrumi i Nærgenbrugsstation NærgenbrugsstationNordhavn. Nordhavn.På Påbyttebyttehylden hyldenkan kanbrugere brugereaf afNærgenbrugsstaNærgenbrugsstationen tionenplacere placerede deting tingde deafleverer, afleverer,som som stadig stadigererfunktionelle funktionelleeller ellerkun kunmangler manglerlidt lidt reperation. reperation.Denne Dennereperation reperationkan kanforegå foregå i inærgenbrugsstationens nærgenbrugsstationensværksted. værksted.AnAndre drekan kanderefter derefterovertage overtagetingene. tingene.Det Deterer NÆRGENBRUGSTATION NORDHAVN direkte direktegenbrug! genbrug! Byttereolen Byttereolenhar harmange mangeforskellige forskelligekonkonfigurationer, figurationer,som sommuliggør muliggørforskellige forskelligeakaktiviteter. tiviteter.I Icentrum centrumaf afbyttereolen byttereolenererder der siddepladser. siddepladser.Her Herererdet detmuligt muligtat atholde holde forelæsninger forelæsningerom omgenbrug genbrugeller ellerfortælle fortælle INTEGRATION MED BYRUMMET WORKSHOPS OG ARBEJDSMULIGHEDER skoleklasser skoleklasserom om affaldets affaldets rejse rejsegennem gennemfra fra integration with urban skrald skraldtiltilnyt nytprodukt. produkt.
BYTTEHYLDER FORELÆSNING
lectures
GENNEMSIGTIGHED GENNEMSIGTIGHED MULIGHED FOR AFLÅSNING
transparency
BYTTEHYLDER BYTTEHYLDER
IN
WORKSHOPS WORKSHOPSOG OGARBEJDSMULIGHEDER ARBEJDSMULIGHEDER
M
swap shelves
space
Dele Deleaf afbyttereolen byttereolenererpå påhjul, hjul,så såden den kan kanrulles rullesud udpå påpladsen pladsenforan foranNærgenNærgenbrugsstationen. brugsstationen.Derved Dervedbliver blivergenbrugsstagenbrugsstationen tionenog ogkonteksten konteksteni iperioder periodertæt tætforforbundet. bundet.
WORKSHOPS OG ARBEJDSMULIGHEDER
19
MULIGHED FOR AFLÅSNING
NÆRGENBRUGSTATION NORDHAVN
FORELÆSNING FORELÆSNING
19
Nærgenbrugsstation competition model
Nærgenbrugsstation
22
14
Lendager Head office sketch models
15
04 Paranoid Crusoe in Resilient Vejle Aarhus School of Architecture Year Place
4th Year, 2015 Vejle, Denmark
The studios objective was to assess the potential urban transformation opportunities in the resilient City of Vejle, Denmark. The first stage involved focusing on spatial and phenomenological speculations when fiction and its poetic function are applied to cities identified through my key theme of ‘adaptiveness’. Working with Robinson Crusoe by Daniel Defoe, I mapped his adaptation to the island and his architectural exploits which were imbued with paranoia. My findings were split into 4 stages and catalogued into a ‘survival manual’ with fold out interpretations of his architecture which could be assembled into A World of Paranoia. The findings informed my program in Vejle - a self-contained laboratory of adaptable thinking which protects Vejle from its increased waste. Vejle’s general public and its professionals could collaborate and interact with the waste to maximise its potential and minimise its impact. The paranoia of addressing waste is the catalyst, which forms the fortress, and the hope of finding a resolution is the driver of the laboratory within. 16
survival manual 17
18
I am without charge and governed by profuse, protected by the growth of its neighbour and fed by the deft moulding of necessity..
19
05 Red Cross House Design 5 Architects Year Place
2014- 2015 Clarence St, Sydney, Aus
Design 5 - Architects were engaged to document the conservation works and oversee the adaptation of Red Cross House, a multi-storeyed, early 20th Century moderne warehouse constructed as a showroom and central headquarters for S. Hoffnung & Co. Ltd., a long established firm of Sydney wholesalers.
We sought to reinstate a sense of the character, scale and proportion of the lost or damaged significant elements of the building such as the granite clad ground floor facade and lobby entrance. My role included measured drawings of the existing fabric, construction detailing and coordinating with the builder and Design Architects. One challenge was to retain and secure the existing brick faรงade, which was delaminating. We developed a methodology to remove at risk bricks and undertake traditional lime re pointing works and additional structural works across the entire faรงade. This project provided me with invaluable knowledge of contemporary and traditional brick construction methods, fixing techniques, how they behave and what there limitations are.
20
75 10
65
ALLOW TO PIN CONCRETE TOE TO H... Ø8mm S/S EXISTING SLAB USING PINS TO ENGINEER 02 SPEC
155
INSIDE
10
SOFFIT RL 25.810
175
20
7.45°
OUTSIDE
STEEL BLADE MULLION TO ENGINEER SPEC
TO BE FIXED BY BUILDER
1
SPANDREL ELEVATION SCALE 1:100
EQ
INSERT NEW FLASHING TO TUCK BEHIND EXISTING FLASHING TURNED DOWN (BITUMEN COATED ALUMION.)
67
TOP OF GRILL RL 23.654 C.O.S
EXISTING FLASHING TURN DOWN OVER NEW FLASHING REMOVE AND REPLACE BRICKS (COLOURED RED) WITH SALAVGED AND NEW BRICKS
55
40
EQ
85
RETAIN EXISTING BRICKS HATCHED BLACK CONFIRM WITH ENG. FOR REINFORCEMENT
GRILL TO ALIGN WITH CENTRE OF FACADE BRICK COURSE
FACE OF GRANITE SILL AND PANEL BELOW
INVERTED SHELF ANGLE TO ENG. DETAIL
3/4 BRICK WITH BEARING ON CONCRETE TOE WEEP HOLES
FACE OF GRANITE PLINTH 12mm GRANITE PLINTH
SEAL PENETRATION THROUGH FLASHING.
FACE OF GRANITE PILASTER 20
Date
TOP OF GRANITE SILL RL 23.102 C.O.S
SCALE 1:10
Amendment/Issue
Check all dimensions before commencing work Figured dimensions to be taken in preference to scale
MINIMUM 25mm
EXISTING CONCRETE REMOVE SELECTED BRICK FROM BOTTOM COURSE TBC HERITAGE ARCHITECT
PACKING
GALVANISED STEEL ELEMENT FIXINGS IN ACCORDANCE WITH ENGINEER SPEC
SCALE 1:100
NEW FLASHING NO 1 (SEAL AT FLASHING LAPS)
D E S I G N
25
A R C
EXISTING FLASHING (SEAL AT FLASHING JOINTS)
NEW FLASHING NO 2
SEALANT AROUND BOLT TBC.
H I T
E
5 C T 1S
5 Queen Street, Chippendale NSW 2008 Tel (02) 93191855 Fax (02) 93190836
667
RESTORATION DETAIL
WINDOW
2
No
100
CONCRETE TOE TREATED WITH NITOPRIME PRIMER AND RENDEROC
SECTION 1 - CLAREN
1
HELIFIX TIE TO ENG. DETAIL. SUGGEST 6MM @ 900 CTRS.
DESIGN 5 - ARCHITECTS PTY LTD ABN 22 090 066 194 Nominated Architect - Alan Croker, Registration No 4693
FLASHING
S/S SHELF ANGLE TO ENG. DETAIL
Job
155 CLARENCE ST, SYDNEY
55
Client
PROBUILD
100
FFL RL 22190 C.O.S
PLINTH TAKES UP SLOPE IN FOOTPATH Drawing Title
FOOTPATH RL COS
CONC. TOE.
DO NOT SEAL FLASHING AT LAP
DEMOLITION PHASE 2
DEMOLITION PHASE 1
REPEAT OF PHASE 1
LENGTH TO BE DETERMINED BY ENGINEER
3
FACE OF PLINTH ALIGNS WITH RENDERED FACE OF LEVEL 01 PROJECTING CONCRETE TOE
FLASHING ELEVATION (EXTERNAL BRICK SKIN NOT SHOWN)
BRICK FACADE RESTORATION DETAIL
40 Date
Scale
Drawn
Job No.
Sheet Size
Drawing No.
JUNE 14'
95
85
1108
SCALE 1:100 flashing detail
1:100 - 1:5
A3
2
LMW
SECTION 2 - CLARENCE ST RG Checked
SCALE 1:10
H 404
Revision
A
facade construction detail
2
21
06
Ramakrishna Mission, Universal Meditation Centre Design 5 Architects Year Place
2014 Malolo, Nadi, Fiji
The Ramakrishna Mission, Universal Meditation Centre is located on the crest of a prominent rise in the village of Malolo, south west of Nadi, Fiji. The Meditation Hall is primarily for the students of Swami Vivekananda College, however it is also available for public use. My involvement in the project started well into construction. I was to design an independent metal framing system, which would hold up a large lotus mural and decorative panel. The frames primary structure used 316 Stainless Steel rectangular hollow sections and angles with welded and bolted connections to improve rigidity, as it will be exposed to typhoons. The lotus petals were connected with welded and bolted cleats to the primary frame. Working on this project gave me experience with steel fixing methods and construction techniques for typhoon affected areas, and how to design practically to the limited resources and skills of the available manufacturers.
22
completed screen
2 02
KEY
100
50
75
W
100
W
PRIMARY STRUCTURAL FRAME 316 GRADE STAINLESS STEEL 100 X 50 X 5mm RHS WITH WELDED CONNECTIONS AND INCLINED FRAMING
80
W
35
W 28
50
100
50
BRACKET 316 GRADE STAINLESS STEEL 75 X 50 X 6mm WELDED TO PRIMARY STRUCTURAL FRAME AND BOLTED THROUGH FC TILE RHS FRAME
50
PERIMETER TIMBER FRAME 80 X 75mm FIN. BOLTED TO PRIMARY STRUCTURAL FRAME BEHIND W
W
W
FC BOARD STRUCTURAL FRAME 316 GRADE STAINLESS STEEL 100 X 50 X 5mm RHS WITH BOLTED CONNECTIONS
3 02 25
W
E TIL
42
100
D NE PA
W
LS
3 02
SCALE 1:5
W
W
TILED LOGO PANEL 1800 X 2400 X 20mm FC SHEET BOLTED TO PRIMARY STRUCTURAL FRAME. 600 X 600 X 10mm TILES GLUED TO FC SHEET WITH MINIMAL JOINT &FLEXIBLE GROUT 30
CENTRE OVAL FLAT BAR 316 GRADE STAINLESS STEEL 100 X 6mm WITH WELDED CLEAT CONNECTIONS TO HOLD LOTUS PANEL FLANGE PRIMARY STRUCTURAL FRAME 316 GRADE STAINLESS STEEL 100 X 50 X 5mm RHS WITH WELDED CONNECTIONS
75
BRACKET 316 GRADE STAINLESS STEEL 50 X 50 X 3mm ANGLE WITH WELDED CONNECTION TO 1.6 GUAGE STAINLESS PANEL AND PRIMARY STRUCTURAL FRAME.
W 100
100 W W
80
02
LOTUS SCREEN ELEVATION SCALE 1:25
2
2 02
02
23
FOR REVIEW
Amendment/Issue
D E S I G N A R C
H I T
5
E C T S
5 Queen Street, Chippendale NSW 2008 Tel (02) 93191855 Fax (02) 93190836
DESIGN 5 - ARCHITECTS PTY LTD ABN 22 090 066 194 Nominated Architect - Alan Croker, Registration No 4693
Job
FIJI ASHRAM Client
PRIMARY STRUCTURAL FRAME - BASE 2 X 316 GRADE STAINLESS STEEL 100 X 50 X 5mm RHS WITH WELDED CONNECTIONS AND BOLTED TO TIMBER FRAME
Drawing Title
SCREEN DETAILS Date
1
FOR CONSTRUCTION
A
PERIMETER TIMBER FRAME 80 X 75mm BOLTED TO PRIMARY STRUCTURAL FRAME BEHIND
75
BRACKETS 316 GRADE STAINLESS STEEL BRACKETS 50 X 50 X 3mm WITH WELDED CONNECTIONS
B
No
Check all dimensions before commencing work Figured dimensions to be taken in preference to scale
100
BRACKET 316 GRADE STAINLESS STEEL 40 X 50 X 3mm WITH WELDED CONNECTION TO OVAL FLAT BAR AND 1.6 GUAGE LOTUS PANEL
W
CENTRE OVAL FLAT BAR 316 GRADE STAINLESS STEEL 100 X 6mm WITH WELDED CLEAT CONNECTIONS TO LOTUS PANEL FLANGE
3/9/14
Date
FC BOARD STRUCTURAL FRAME HORIZONTAL ANGLE 316 GRADE STAINLESS STEEL 75 X 50 X 6mm WELDED TO FC TILE RHS AND BOLTED TO PRIMARY STRUCTURAL FRAME
75
BRACKET 316 GRADE STAINLESS STEEL 75 X 50 X 6mm WELDED TO PRIMARY STRUCTURAL FRAME AND BOLTED TO FC BOARD STRUCTURAL FRAME
W
316 GRADE STAINLESS STEEL HORIZONTAL MEMBERS 75 X 50 X 6mm ANGLE WITH WELDED CONNECTIONS
50
50
CENTRE OVAL FLATBAR 316 GRADE STAINLESS STEEL 100 X 6mm PRIMARY STRUCTURAL FRAME 316 GRADE STAINLESS STEEL VERTICAL FRAMING MEMBERS 100 X 50 X 5mm RHS WITH WELDED CONNECTIONS AND INCLINED FRAMING
PETAL PANEL INTERSECTION DETAIL
LOCATING ANGLES 316 GRADE STAINLESS STEEL 50 X 50 X 3mm ANGLE BOLTED TO PRIMARY STRUCTURE HORIZONTAL RHS TO FIX FC PANEL TO STRUCTURAL FRAME
50
TILED LOGO PANEL 1800 X 2400 X 20mm FC SHEET BOLTED TO PRIMARY STRUCTURAL FRAME. 600 X 600 X 10mm TILES GLUED TO FC SHEET WITH MINIMAL JOINT &FLEXIBLE GROUT
PRIMARY STRUCTURAL FRAME 316 GRADE STAINLESS STEEL HORIZONTAL FRAMING MEMBERS 75 X 50 X 6mm ANGLE WITH WELDED CONNECTIONS
W
W
LOTUS FRAME 316 GRADE STAINLESS STEEL FLAT BAR 75 X 6mm
LOTUS PETAL PANEL 1.6 GAUGE 316 STAINLESS STEEL PANEL WITH 35mm FOLDED EDGE FLANGES AND WELDED CONNECTIONS
3 02
W
BRACKET 316 GRADE STAINLESS STEEL 50 X 400 X 6mm WELDED TO PRIMARY STRUCTURE RHS AND BOLTED TO BACK FACE OF GLULAM BEAM
75
LOTUS PETAL PANEL 1.6 GAUGE 316 STAINLESS STEEL WITH 35mm FOLDED EDGE FLANGES AND WELDED CONNECTIONS
W
GLULAM BEAM 180 X 495mm
BRACKET 316 GRADE STAINLESS STEEL 50 X 50 X 3mm WITH WELDED CONNECTION TO 1.6 GUAGE STAINLESS PANEL AND PRIMARY STRUCTURAL FRAME.
LOTUS FRAME FLAT BAR SURROUNDING PETAL PANEL EXCEPT FOR CENTRE OVAL316 GRADE STAINLESS STEEL 75 X 6mm WELDED DIRECTLY TO PRIMARY STRUCTURE
75
WELDED CONNECTIONS BETWEEN LOTUS FRAME FLATBAR AND PRIMARY STRUCTURAL FRAME
LOTUS FRAME FLAT BAR 316 GRADE STAINLESS STEEL 75 X 6mm WELDED DIRECTLY TO PRIMARY STRUCTURE
27
PERIMETER TIMBER FRAME 80 X 75mm (FIN) BOLTED TO PRIMARY STEEL STRUCTURAL FRAME BEHIND
BRACKETS WELDED TO PRIMARY STRUCTURAL FRAME AND BACK OF LOTUS PANEL FRAME
54
WELDED CONNECTIONS BETWEEN LOTUS FRAME FLATBAR AND PRIMARY STRUCTURAL FRAME
PRIMARY STRUCTURAL FRAME 316 GRADE STAINLESS STEEL VERTICAL FRAMING MEMBERS 100 X 50 X 5mm RHS WITH WELDED CONNECTIONS AND INCLINED FRAMING
DETAIL SECTION SCALE 1:10
Scale
13/08/14
1:25, 1:10, 1:5
Job No.
Sheet Size
1011
A3
Drawn
LW, LMW Drawing No.
02
Checked
AC
Revision
B
<cafe hub render ^ sustainability framework
07 Lennox Bridge Design 5 Architects Year Place
2014 - 2015 Church St, Parramatta, Aus
Lennox Bridge is the third oldest surviving masonry bridge in NSW and is a fine example of convict built Colonial Architecture in Australia. It was designed by David Lennox and built in 1939. In association with Hill Thalis Architects, works involved the construction of two portals through the wing walls of the bridge to connect foreshores including associated foreshore and road deck upgrades, reconstruction of the original Lennox balustrade along the east side and extensive conservation works. During the course of the works, the remains of an earlier 1804 bridge were revealed and archaeologically preserved. My responsibilities included technical construction drawings and updates during construction for the builders and engineers. I also assisted with design changes, fortnightly consultant meetings and stone shop drawing approvals. During this project I gained first-hand knowledge of fixing methods and construction techniques for stone as a traditional material, and its general use, behavior and limitations.
24
INSCRIPTION TO DETAIL BALUSTRADE CENTRED ON KEYSTONE
1220
340 15 275
30
29 8951 FPL
28 8945 FPL
27 8916 FPL
26 8729 FPL
29 8454 TOES
28 8456 TOES
27 8455 TOES
26 8455 TOES
30
243 COS
130
30 8443 TOES
26
630
180
31 8455 TOES
130
30 8936 FPL
130
31 8916 FPL
D 401
27
PAVEMENT FALL TO TOP OF KERB 0.57 DEGREES
PAVEMENT FALL TO TOP OF KERB 0.57 DEGREES
MIDDLE PIER
28
PAVEMENT FALL TO TOP OF KERB 0.57 DEGREES
29
PAVEMENT FALL TO TOP OF KERB 0.57 DEGREES
30
30
FALL OF PAVEMENT TO BE AVERAGED BETWEEN POINT 32 (1.43DEGREES) AND POINT 31 (0.57 DEGREES)
PAVEMENT FALL TO TOP OF KERB 0.57 DEGREES
31
PAVEMENT FALL TO TOP OF KERB 0.57 DEGREES
completed balustrade
2380
30
30
2440
NORTH PIER 1
2000
NORTH PIER 1 115
130
25 8462 TOES
KERB 1.43 7428
500
23 8838 FPL
22 8822 FPL
24 8469 TOES
SETOUT 3
SETOUT 1
DEGREES
DEGREES OF KERB 1.17
24 8856 FPL
15
160
500
300
25 8905 FPL
23 8452 TOES
773 COS
1143 COS EDGE OF EXISTING PIER
21
TOP OF
REMOVE CEMENT TOPPING
FALL TO
REMOVE CEMENT TOPPING
22
PAVEMENT FALL TO TOP
REMOVE CEMENT TOPPING
ALL PAVEMENT RL'S TO BE REVISED
23
PAVEMENT FALL TO TOP OF KERB 0.91 DEGREES
PAVEMENT FALL TO TOP OF KERB 0.57 DEGREES
24
PAVEMENT
25
21 8793 FPL
1143
1476
SURVEY POINTS EXTEND TO KERB (NOT SHOWN ON DRAWING) AND PERPENDICULAR TO BALUSTRADE.
OUTSIDE FACE OF CONCRETE UPSTAND R 31658 COS ARC LENGTH 7428
REMOVE CEMENT TOPPING
Notes
21 8361 TOES
475 COS
475
ALL DIMENSIONS OF EXISTING ELEMENTS PROVIDED ON D5 DRAWINGS TO BE VERIFIED AND CHECKED ON SITE.
22 8422 TOES
LEGEND MOTT MACDONALD SURVEY POINTS
18
ABERGELDIE STONE SURVEY SETOUT 2
PROPOSED SAND STONE BALUSTRADE
2446
30
2506
PROPOSED CONCRETE UPSTAND
SETOUT 3 SETOUT 1
SETOUT 1
SETOUT 2
SETOUT 3
NORTH PIER 1
21.10.2014
D
24.09.2014
NORTH PIER 2
18.06.2014 16.06.2014 Date
21
FOR COORDINATION
C
FOR CONSTRUCTION
B
FOR CONSTRUCTION
A
FOR CONSTRUCTION
No
Amendment/Issue
Check all dimensions before commencing work Figured dimensions to be taken in preference to scale
REMOVE CEMENT TOPPING
NORTH PIER 2
20
19
18
17
D E S I G N A
R C
H I
T
E
5 C
T
S
5 Queen Street, Chippendale NSW 2008 Tel (02) 93191855 Fax (02) 93190836 SE TO
1294
DESIGN 5 - ARCHITECTS PTY LTD ABN 22 090 066 194
UT
Nominated Architect - Alan Croker, Registration No 4693
1
WILLIAM L. BACKHOUSE Pty. Limited
D 405
500
19 8725 FPL
SETOUT 2
UT
1625
C 405
1565
290
1615
LENNOX BRIDGE
18 8686 FPL TBC
Client
PARRAMATTA CITY COUNCIL
310
19 8420 TOES
18 8418 TOES
SETOUT 4
CORNICE STONE UNDER SLAB NEW LANDING TO ENG DETAIL NEW HANDRAILS TO MEET EXISTING HANDRAILS ON STAIRS
Drawing Title
415
NORTH PIER 3
NORTH PIER 2
Job
800
20 8422 TOES
SETOUT 3
2
200
405
S 290 CO
20 8769 FPL TBC
SURVEYORS, PLANNERS & DEVELOPMENT CONSULTANTS. ABN 88 003 000 708
SE TO
125 SETOUT 1
BALUSTRADE PLAN
SETOUT 1
1286
SETOUT 2
NORTH PIER 3
Date
1212
25
Scale
Drawn
Checked
<cafe hub render ^ sustainability framework JUNE 2014
Job No.
1:20
Sheet Size
A1
RG LMW
Drawing No.
407
RG
Revision
D
08 St Jameâ&#x20AC;&#x2122;s Church Organ Screen Design 5 Architects Year Place
2015 Sydney, Australia
St Jamesâ&#x20AC;&#x2122; Church is the oldest church building in the City of Sydney, consecrated on 11 February 1824, and in continuous use since. Design 5 architects has been working closely with the church since 2002. The latest stage of works included measured drawings of the existing timber organ screen to assist the new organ builders. My primary role was to prepare the drawing package of plans, 4 elevations and a typical section. This required measuring up on site, photographing and tracing methods to complete the full set of drawings on vectorworks.
26
CEILING LEVEL
ORGAN PIPES BEHIND SCREEN NOT SHOWN
ORGAN PIPES INDICATIVE ONLY
TOP OF SCREEN
TOP OF CONSOLE BEYOND
TOP OF CORNICE
APPROX ORGAN FFL TOP OF STRING VESTRY MEZZANINE FFL BEYOND.
TOP OF FASCIA
1 OS1
SILL
COM
A OS1
COMMUNION RAIL LEVEL FFL
SECTION A - TYPICAL SCALE 1:10
TRUSTEES OF ST JAMES' CHURCH Client
ST JAMES' CHURCH KING STREET, SYDNEY Job Nominated Architect - Alan Croker, Registration No 4693 DESIGN 5 - ARCHITECTS PTY LTD ABN 22 090 066 194
5 Queen Street, Chippendale NSW 2008 Tel (02) 93191855 Fax (02) 93190836
CHANCEL FFL
A R C H I T
E C
D E S I G N
T S
5
Check all dimensions before commencing work Figured dimensions to be taken in preference to scale No
Date
FCP
NOTE: NAVE PLAN BASED ON SITE MEASUREMENTS BYDESIGN 5 ARCHITECTS AND MEASURED DRAWINGS BYASHLEY BROWN 2006.
SERVICE ACCESS POINT CEILING ACCESS POINT CEILING VENT DOWNPIPE EXHAUST FIRE CONTROL PANEL OUTDOOR LIGHT SMOKE DETECTOR CONTROL PANEL STORMWATER PIT FLOOR VENT WALL VENT
A CA CV DP E FCP L SDCP SP V WV
Notes
NAVE FFL
VESTRY FFL
PRELIMINARY TRUSTEES OF ST JAMES' CHURCH
Client
ST JAMES' CHURCH KING STREET, SYDNEY
Job
Nominated Architect - Alan Croker, Registration No 4693
DESIGN 5 - ARCHITECTS PTY LTD ABN 22 090 066 194
5 Queen Street, Chippendale NSW 2008 Tel (02) 93191855 Fax (02) 93190836
A R C H I T
E C
D E S I G N
T S
5
Check all dimensions before commencing work Figured dimensions to be taken in preference to scale No
3 NORTH ORGAN - SOUTH ELEVATION south elevation OS1
SCALE 1:20
Date
No
09.04.15
A
Amendment/Issue
PRELIMINARY
Date
SERVICE ACCESS POINT CEILING ACCESS POINT CEILING VENT DOWNPIPE EXHAUST FIRE CONTROL PANEL OUTDOOR LIGHT SMOKE DETECTOR CONTROL PANEL STORMWATER PIT FLOOR VENT WALL VENT
D E S I G N
FCP
A CA CV DP E FCP L SDCP SP V WV
Notes
27
Job
Notes
NOTE: NAVE PLAN BASED ON SITE MEASUREMENTS BYDESIGN 5 ARCHITECTS AND MEASURED DRAWINGS BYASHLEY BROWN 2006.
ALL DIMENSIONS TO BE VERIFIED ON SITE Check all dimensions before commencing work Figured dimensions to be taken in preference to scale
A
R
C
H
I
T
E
ST JAMES' CHURCH
5 C
T
STREET, SYDNE typical KING section S
5 Queen Street, Chippendale NSW 2008 Tel (02) 93191855 Fax (02) 93190836 DESIGN 5 - ARCHITECTS PTY LTD ABN 22 090 066 194 Nominated Architect - Alan Croker, Registration No 4693
Client
TRUSTEES OF ST JAMES' CHURCH
09 Woolwich Scout Hall University of Sydney Year
3rd Year,2013
Place Woolwich Scout Hall, Sydney Team Daniel Nolan, Isabella Moran, Richa Sud
The brief was to research and design a prototype facility for Scouts Australia and the Timber Development Association. The facility should replace an existing scouts hall and include a full sized basketball court, kitchen and bathroom facilities, storage, living area and external deck. The design used an innovative structural system predominantly made of timber Glu-Laminated beams and posts to safely span the 23m whilst minimising structural members. The design was orientated North-East to maximise Northern Sun as well as open to North-Easterly winds during hot summer afternoons. The primary objective of the project was the 1:20 scale model. The group worked on this collaboratively for 1.5 weeks.
28
G:\2013.10.09 -
Stamp
Rev: D
1
2 4,000
3 2,200
4 7,500
5 7,500
6 2,100
sectional model
7 4,400
RITEK ROOF SHEETING, INSTALLATION TO MAN. SPECS GLULAM PORTAL FRAME 200x700 (1200@CENTER)
ALUMINIUM FRAME @ 1500 CENTRES GLASS LOUVERS AT 135 C/C
2700
HANGING PINE RAFTERS 250 X 100 AT 2400 C/C
DETAIL
ALUMINIUM FRAME @ 1500 CENTRES GLASS LOUVERS AT 135 C/C
BASE PLATE CONNECTION TO ENGINEERS DETAIL
FLOATING TIMBER SPORTS FLOORING, 22X129, BEECH, TONGUE AND GROOVE PLANKS
450MM CONCRETE STRIP FOOTINGS
7,000
DETAIL THICKENING OF THE SLAB, TO ENGINEERS DETAIL
REINFORCED, POURED IN-SITU CONCRETE WALLS UNOBAT62+ BATTENS 25.5X60X3600 AT 411 C/C WITH J-LOCK SHOCK PAD SYSTEM
SPOTTED GUM TIMBER DECKING, 140X45 TREATED PINE BEARERS AT 450 C/C FINISHED WITH NATURAL DECKING OIL.
TH
section
All dim respo super constr constr contra are pr direct Tutor
Nick
2001
Projec
Section 1 1:200
Wei
Woo 2110
Status
Revis
Scale
Drawi
Sect Layo
Drawi
20
Plot D
structural system 29
10
Openings : Mapping the Intangible
Aarhus School of Architecture Year Place
2nd Year, 2012 Aarhus, Denmark
The projects brief was to “map the intangible”. In this case we were to look at the phenomenological actions associated with our windows at home. I identified that the window acted as a vessel for allowing the public within the private realm and further had a relationship with the immediate public sphere of the computer, a “window” into cyber space. Redeveloping this into a physical apparatus created the periscope. The periscope runs the height of the building, from ground to my window on the fourth floor. Mechanised openings of hinged mirrors are arranged at every floor allowing a possible 5 view ports. The periscope engages tenants and the public to control their view into other windows. The form is minimal, and invites the public via a long ramp. The periscope project was presented via a box. Based on Marcel Duchamps Box in a Valise, my box took each defining element of the design process and sought to present them in a unique way. This led to the use of a scroll, a drawer and a small periscope.
30
^ mapping the mapping intangible private to public 31
process models
32
Box in a Valise portfolio
33
11 Falig Optik : Projected Futures Aarhus School of Architecture Year
2nd Year, 2012
Place
Aarhus, Denmark
Team
Malin Mohr, Aisha Seeberg, Laura Jorgensen, Sebastian Reumert
The 3 week workshop run by Bartlett and CSM tutors Paolo Zaide and Andy Friend looked at film interpretations of the future. In groups we were to depict these future projections in the form of a largescale installation to be exhibited at the end of the world 21/12/12. We found within our two films “Playtime” and “Encounters at the End of the World” that the common interest was time or rather its nonexistence and difficulty to define. The team worked collaboartively across all stages of the design process. The piece revolves around how time can be altered and distorted. Situated in a dark room, the machine is floating in time and space. It operates in cycles, melting metal and wax and solidifying it by pouring into a tank of water. Its various operational elements are interrelated but separate, and only connect by the rotational movement of the centre arm. To begin your short dive into timelessness, pull the wire of the chopper and turn the wheel…
34
prototyping 35
final machine installation 36
â&#x20AC;&#x153;Under the ice the divers find themselves in a separate reality where space and time acquire a strange, new dimension...â&#x20AC;? Werner Herzog
37
^ melting process
12
Projects for the community : Klatre Park / Lavvu Godjord Farm, Norway
Year Place
2010, 2012 Manger, Norway
Godjord is a farm on the small mid western Island of Radøy, Norway. The farm seeks to be run sustainably, with minimum use of fossil fuels in its quest for being a centre of permaculture. With this in mind, courses are taught from animal care to sustainable gardening to community construction. During the summer of 2012, the farm was seeking to offer more recreational facilities for the public. Using donated telegraph poles, shipping rope and boys, we constructed a pontoon into the small lake. Whilst the remainder of the materials were invested into the climbing park project. Swings, slides and rope challenges were built 1530ft in the trees and proved to be a great success within the community. Volunteering in the winter of 2010, we constructed a Lavvu, the traditional northern Scandinavian dwelling. Without designing and equipped with traditional construction methods the Lavvu was built out of timber from the forest behind the farm. It is offered to the community for events, courses, sleep-ins for children and private parties.
38
39
40
41
13 Cremorne Point amenities block Univeristy of Sydney Year
2nd Year, 2012
Place
Cremorne Pt, Sydney, Aus
Team
Benjamin Li, Georgia Flint, Niccolo Vivarelli
The Cremorne peninsula is known for its picturesque views overlooking Sydney harbour. Research indicated that it was a hot spot for dog walking, joggers and family outings. The high density of leisure activities required significant changes to the existing amenities block. The block suffered from poor ventilation, material use and orientation, resulting in a putrid, dirty and highly non-functional space. As a group we addressed each flaw one by one. The new design employed strategically placed openings, which coupled with a change of site, and re-orientation maximised cross-ventilation. The cubicles were separated from the basins to allow greater circulation, whilst additional cubicles were added to meet the increased use of the area. My contribution included ventilation modelling, design development and CAD technical drawings. The final model was built by the entire group collectively.
42
form development
1100
110
190
1870
190
3820
3600
110
F
F
F 95 90
110
RECYCLED SPOTTED GUM POSTS 90x50
50
D
0
STEEL COPING 30x30mm FIXED TO MAN SPEC.
20
1890
30
30
STAINLESS STEEL BOLTS 5x85mm FIXED TO MAN SPEC.
110
8
90 STAINLESS STEEL BOLTS 10x160mm FIXED TO MAN SPEC.
POURED IN SITU CONCRETE WALLS 190mm FIXED TO ENG SPEC.
STEEL BRACKET BLADE 400x90x8mm EMBEDDED IN CONCRETE WALL TO MAN SPEC.
0
16
STEEL L COPING 170x160x10mm FIXED WITH SILICONE ADHESIVE
170
TACTILE INDICATORS, 600 x 600 GRIDS
10
ZINCALUME COLORBOND STEEL SHEETING ROOF LINE 5000 x 5400 FIXED TO ENG SPEC. LIGHT TIMBER FRAME 110 x 50 FIXED TO MAN SPEC.
M
STAINLESS STEEL BASIN TROUGH FIXED TO MAN. SPEC
UTILITY
RECYCLED SPOTTED GUM TIMBER PANELS 25x100 FIXED TO MAN SPEC.
STEEL RE-INFORCING 5mm dia FIXED TO MAN SPEC. POURED IN SITU CONCRETE WALLS 1540x200mm FIXED TO ENG SPEC.
400
RECESS TO HOUSE DAMP PROOF COURSE FIXED TO MAN SPEC.
1
2
3
4
PROJECT
PROJECT
CREMORNE PT. AMENITIES BLOCK
409
18
ZINCALUME COLORBOND STEEL SHEETING ROOF LINE 5000 x 5400 FIXED TO ENG SPEC. TIMBER RAFTER 410x35, 665cc
SCALE:
1440 550 300
360
3160
2980
1540
ARCHITECTURAL TECHNOLOGIES M = MALE F = FEMALE,
1:50
450
HYDRAULIC SERVICES CONCRETE PAD 300mm THICK SOIL DRAINAGE
BDES2012
DRAWING TITLE
SITE PLAN
POURED IN SITU CONCRETE WALLS 190mm FIXED TO ENG SPEC. RECYCLED SPOTTED GUM BEAMS 30x80 STEEL COPING 30x30
STEEL L COPING 90x10 POURED IN SITU CONCRETE WALLS 200mm FIXED TO ENG SPEC. URINAL STAINLESS STEEL BASIN TROUGH FIXED TO MAN SPEC. CVC PIPE 60mm dia
CONCRETE SLAB 300mm POURED TO MAN SPEC.
front wall detail
5
D
43
STUDENT:
Liam Marosy-Weide
CREMORNE PT. AMENITIES BLOCK
DRAWING TITLE
BDES2012
DETAIL AXONOMETRIC
ARCHITECTURAL TECHNOLOGIES
SCALE:
STUDENT:
1:5
LIAM MAROSY-WEIDE
0
25
14
Miscellaneous creations + processes Year
â&#x20AC;&#x153;The working hand represents the true versatility of its actions as well as both its seamless unity with the intentioning mind and its cunning independence and capacity for autonomous thoughtâ&#x20AC;? Juhani Pallasmaa
2011 - 2017
I strongly follow a philosophy of mind to hand and hand to mind. My creative process is an exploration of the tangible qualities of ideas, to understand and appreciate the materials used and the forms they can create. It is essential to examine ideas with a range of scales and material to unlock their potential. This results in a more intimate and well informed result for both the creator and user.
Sauna Project - Skarresø Festival 44
^ 45
ยง development
Liam Marosy-Weide
46