Su Myat Naing ARCHITECTURAL PORTFOLIO -
SU MYAT NAING
work experience
Craig Tan Architects
Melbourne, Australia
phone: +61 450472410
email: jenny.sumyatnaing@gmail.com
website: www.jennynaing.com
linkedin: www.linkedin.com/in/su-myat-naing
Graduate of Architecture
- prepared concept design and construction documentation with limited supervision
- assisted team members with presentation packages to communicate the design
- generated spatial visualizations using ArchiCAD and Lumion
- liaised with suppliers and trades for product research
Doh Eain
Yangon, Myanmar
Design & Construction Officer
- designer, site manager in public space alley projects
- street furniture prototyping and documentation
- facilitated discussions with local communities & stakeholders
- facilitated research surveys for participatory placemaking
- event photographer
Sydney Festival
Sydney, Australia
education
University of Melbourne
Melbourne, Australia
University of Technology, Sydney
Sydney, Australia
University of Technology, Sydney: Insearch
Sydney, Australia
exhibition + feature
University of Melbourne
Melbourne, Australia
Volunteer Staff
- greeted the visitors & provided navigation support
- provided briefings on art installations
- administered audience flow & patrons’ safety
Master of Architecture
Bachelor of Design in Architecture
Foundation Studies in Design & Architecture
Craig Tan Director
Craig Tan Architects email: craig@craigtanarchitects.com phone: +61 430386350
MSDx Thesis 03
MSDx Studio 02
Assemble Papers
MSDx Studio 29
MSDx Studio 14
|| Inland
|| Tokyo
|| MSDx 2020, featured image
|| Studio 35mm
|| The Metropolis of Tomorrow
Brendon McNiven
Enterprise Professor at MSD
Architectural Engineering
email: brendon.mcniven@unimelb.edu.au
phone: +61 409021145
Emilie Röell
Burmese English Mandarin Korean Japanese
|| native || full professional || professional working || conversational || conversational
Rhino 3D
Revit
AutoCAD
ArchiCAD
Adobe Suite (Illustrator, Photoshop, Indesign, Lightroom Classic)
Lumion, Enscape, V-Ray Microsoft Office
3D printing, laser-cutting hand drawing photography (digital + film) pottery (wheel throwing) digital illustration
Rennie Liffen
Studio Leader at MSD
Senior Design Associate at Hayball email: rliffen@unimelb.edu.au
phone: +61 400996118
Hamid Khalili Associate at CAVA
University of Liverpool
email: h.khalili@liverpool.ac.uk
University of Technology, Sydney
Sydney, Australia
Global Studio: Japan
Mt Druitt Youth, Placemakers Project
16/16 (16 Rooms) Exhibition at aMBUSH Gallery
Managing Director
Doh Eain Company Limited email: emilie@doheain.com
2019 - 2021 2015 - 2017 2014
2015
-
2018 2022 2021 2020 2020 2019 2019 2017 2017 2016 2015
Softwares Language proficiency Fabrication
skills references
Others
CONTENTS
Fairbairn Cafe (Craig Tan Architects)
Canberra, ACT
retail, hospitality
Inclined Chamber of Timeless Music: Sonic Tales…… of the Aged
MECHROPOLIS
Kakurega, Tokyo speculative context (game; Machinarium)
music performance space, archive, creative elderly community
narrative architectural spaces, robots and machines, decay
Agri_Aqua Culture
Pyrmont, Sydney, NSW
environmental awareness, restore marine wildlife ecosystems, sustainable fish market
The LOOM
Docklands, Melbourne, VIC
Lonsdale Office-Hotel Tower
Melbourne, VIC
textile recycling skyscraper, sustainablity, public office-hotel tower, sustainability, construction details
Photography work
3
10 18 40 44 48 32 4 project context summary page
EXISTING DOWNPIPE TO BE RETAINED AND REPAINTED
OF STEPPED FASCIA ABOVE REFER DETAILED SECTIONS FOR DETAILS AND GA SECTIONS FOR FINISHES
OF STEPPED FASCIA ABOVE
SHEET BOUNDARY
BRICK INFILL TO MATCH EXISTING
WALL FINISH TO ALIGN WITH
EXISTING BEAM TO BE CLEANED AND REPAINTED
EXISTING DOWNPIPE TO BE RETAINED AND REPAINTED
FHR F W04 W05 W03 W 06 W00 W08 W12 W 01 W 02 A A B B 1 1 2 2 DW DP DP DP A A250 A A250 B A250 B A250 14018057690 2,483 C.O.S 180 3,254 90 1,260 1,73790 +0.0010 +0.0010 +0.0010 ±0.000 ±0.000 E4 A004 E1 A004 E2 A003 E3 A003 GF D 03 GF D 01 GF D 04 EXISTING BRICK
TO BE RETAINED BRICK INFILL TO MATCH EXISTING LINE OF CANOPY CEILING ABOVE NEW STUD WALL
U/S
PLUMBING EXISTING BRICK MASONRY WALL W3 W1 W3 W1 PA21 PA20 PA21 PA20 PA20 PA21 L1 TF1 TF1 TF2 PA20 CN1 TB1 TB1TB1 TB1 CJ1 CJ1 PA21
CH1 ENTRY CANOPY REFER TO A901 DOOR DETAILS FR2 FR2 LINE
EXISTING
PA20 CN1 PA20 CN1 PA20 CN1 W2
WALL
PIERS
TO
OF WINDOWS FOR COFFEE MACHINE
LINE
DATA BOARD TO BE RETAINED
EXISTING BEAMS TO BE RETAINED AND REPAINTED EXISTING BRICK MASONRY
REFER TO A803 FOR JOINERY DETAILS
EXISTING DOWNPIPE TO BE RETAINED AND REPAINTED
EDGE OF WINDOW WALL FINISH TO ALIGN WITH EDGE OF EXISTING WINDOW NEW DOOR W2 NEW WINDOW TO BE INSERTED INTO EXISTING OPENING REFER TO A902 WINDOW DETAILS STEP TO GROUND LEVEL, CONTRACTOR TO CONFIRM STEP HEIGHT NEW SWITCH BOARD LOCATION TBC STUD SET OUT TO STEPPED FASCIA ABOVE LOWER STEP OF FASCIA TO SIT BEHIND BRICK PEIR PA1 PA1 PA1 W4 REFER TO A700 FOR ACCESSIBLE WC SETOUT SFL SFL REFER TO A701 FOR BOH SETOUT SFL SFL SFL REFER TO A702 FOR KITCHEN SETOUT A200 A200 A200 D 03 SETOUT TO STUD TO STUD ALIGN E A600 E A600 C A251 C A251 D A251 D A251 F A601 F A601 GF D02 TB1 TB3 JT1 JT2 JT1 JT2 JT2 JT4 JT3 L1 TB3 TB1 TB1 TB1 TB2 TB1 TB1 TB1 TB2 TB2 TB1 TB4 REFER TO A802 FOR JOINERY DETAILS CONTRACTOR TO ENSURE LEVEL ACCESS TO DOOR SILL ROOFLINE ABOVE REFER TO A804 FOR TABLE DETAILS SUMP FHR FW DP SPT GF D01 G E N E R A L L E G E N D C1 XX TRL1 DOOR LEVEL DOOR NUMBER NGL=NATURAL GROUND LEVEL FIRE HOSE REEL ROOF SUMP STORMWATER SUMP SFL 7.000 SFL=STRUCTURAL FLOOR FFL=FINISHED FLOOR OUTLETS FW ETC=FLOOR WASTE RO=ROOF OUTLET, TG=TRENCH GRATE PFW=PLANTER FLOOR WASTE REFER SPECIFICATION FOR TYPES AND HYDRAULIC DWG'S DP1/DP2 ETC=DOWNPIPE REFER SPECIFICATION FOR TYPES AND HYDRAULIC DWG'S SPOUT FINISH TAG - REFER SCHEDULES 01 FINISHES AND ASSEMBLIES SCHEDULE WALL TYPE TAG FOR WALL TYPE LEGEND) FIXTURE
DOOR TAG
GENERAL SERVICES LEVELS TAGS C.O.S CONFIRM ON SITE
SITE
INCLUDES
LIMITED TO BRICK PIER LOCATIONS BRICK FEATURES SUCH
HEIGHTS
W A L L T Y P E L E G E N D W A L L T Y P E N O T E S P L A S T E R B O A R D L I N N G N O T E S 90 37 90 180 XXX W1 L1 W2 W3 W4 90MM STUD - LINING VARIES REFER OVAL FINISHES TAGS FOR PAINT FINISHES OR ANY OTHER APPLIED FINISHES ACOUSTIC INSULATION TO CAVITY REFER TO XT2 IN FINISHES SCHEDULE 13MM WATER RESISTANT PLASTERBOARD TO BE USED WHERE ABUTTING A WET AREA THIS LEGEND DENOTES WALL TYPES ONLY FOR DETAILS OF FINISHES TYPES TO THESE WALLS REFER THE OVAL FINISHES TAGS ON PLAN/ELEVATION AND CROSS REFERENCE WITH SCHEDULES 01 FINISHES AND ASSEMBLIES LEGEND FINISH MAY VARY REFER OVAL FINISHES TAGS FINISH MAY VARY REFER OVAL FINISHES TAGS GAL STEEL LINING TO EXTERNAL MASONRY WALL PROVIDE
TO
EXISTING MASONRY WALL FINISH MAY VARY REFER OVAL FINISHES TAGS
FITTING TAG (REFER SCHEDULE 02 FIXTURES AND FITTINGS SCHEDULE)
REFER TO DOOR SCHEDULE AND DETAILS)
DIMENSIONS OF EXISTING CONDITIONS TO BE CONFIRMED ON
THIS
BUT IS NOT
AS LINTELS WINDOWS AND SILLS DOORS AND SILLS OVERALL
OF SPACE
FURRING CHANNELS FIXED
EXTERNAL WALL
ALL
ALL
DOUBLE
TRIPLE STUDS
OPENINGS IN EXCESS OF 1400MM BATHROOMS KITCHENS DISABLED WCS USE WET AREA PLASTERBOARD TO ALL WET AREA FACES INLCUDING BUT NOT EXCLUSIVE OF; RONDO DESIGN SPECIALIST TO CERTIFY ALL METAL STUD LAYOUTS DETAILS AND FIXINGS PRIOR TO ORDERING OF MATERIALS AND IMPLEMENTATION ON SITE REFER SPECIFICATION FOR FURTHER DETAILS ALL STUD SIZES NOMINAL CONTRACTOR TO CERTIFY GAUGE AND DEPTH OF ALL STUDS WITH REQUIRED SPANS/WALL HEIGHTS AND SHAFT PRESSURES 90MM STUD - LINING VARIES REFER OVAL FINISHES TAGS FOR PAINT FINISHES OR ANY OTHER APPLIED FINISHES 13MM WATER RESISTANT PLASTERBOARD TO BE USED WHERE ABUTTING A WET AREA FINISH MAY VARY REFER OVAL FINISHES TAGS FINISH MAY VARY REFER OVAL FINISHES TAGS INTERNAL EXTERNAL 180 STUD (FOR HYDRAULIC SERVIES) LINING VARIES REFER OVAL FINISHES TAGS FOR PAINT FINISHES OR ANY OTHER APPLIED FINISHES. ACOUSTIC INSULATION TO CAVITY REFER TO XT2 IN FINISHES SCHEDULE 13MM WATER RESISTANT PLASTERBOARD TO BE USED WHERE ABUTTING A WET AREA FINISH MAY VARY REFER OVAL FINISHES TAGS FINISH MAY VARY REFER OVAL FINISHES TAGS HYDRAULIC SERVICES DOUBLE LEAF BRICK WALL EXTERNAL LEAF BRICK TO BE CLEANED AND REUSED FROM DEMOLISHED AREAS OVERALL WIDTH OF WALL TO MATCH EXISTING BREATHER MEMBRANE TO FACE OF INTERNAL LEAF TO BE LAPPED TO WEEP HOLE LOCATED BRICK ABOVE EXTERNAL GROUND LEVEL FINISH MAY VARY REFER OVAL FINISHES TAGS FINISH MAY VARY REFER OVAL FINISHES TAGS EXTERNAL 1GA PLAN - GROUND PROPOSED 1:50 N Revision Date Description 01 02 03 5/08 2022 2/09 2022 19 09 2022 DD TENDER ISSUE FOR BUILDING APPROVAL Scale Drawing Title Drawn Drawing No NOTES: DRAWING TO BE READ IN CONJUNCTION WITH THE SPECIFICATION AND ALL RELEVANT DRAWINGS DO NOT SCALE FROM THIS DRAWING CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE ARCHITECT TO BE ADVISED OF ANY DISCREPANCIES BETWEEN THIS DRAWING AND SITE CONDITIONS IMMEDIATELY Project Date FOR BUILDING APPROVAL Revision 2209 FAIRBAIRN CAFE SB JN PROPOSED GROUND FLOOR GA PLAN 1:50 1:10 1:5 A100 03 19 09 2022 Checked CLIENT 19 09 2022 CRAIG TAN ARCHITECTS PTY LTD info@craigtanarchitects com Level 41-45 A'BECKETT STREET MELBOURNE VICTORIA 3000 1 DIMENSIONS OF EXISTING CONDITIONS TO BE CONFIRMED ON SITE. THIS INCLUDES BUT IS NOT LIMITED TO BRICK PIER LOCATIONS, EXISTING BRICK LINTEL DIMENSIONS AND LOCATIONS WINDOW SIZES AND SILL HEIGHTS DOOR SIZES AND AND HEADER HEIGHTS OVERALL HEIGHTS OF SPACE CONTRACTOR TO ADVISE ARCHITECT OF DIMENSIONS WHERE NOTED C.O.S. 2 ALL DRAWINGS TO BE READ IN CONJUCTION WITH ARCHITECTURAL SCHEDULES AND SPECIFICATION 3 ALL MASTIC USED TO BE DARKER THAN THE DARKEST COLOUR IN ADJACENT WALL TO APPEAR AS SHADOWGAP CONFIRM WITH ARCHITECT PRIOR TO INSTALLATION. 4 ELECTRICAL ENGINEER TO PROVIDE LIGHTING CALCULATIONS AND POWER SCOPE. 5 ALL PROPOSED WORKS TO BE CHECKED BY STRUCTURAL ENGINEER. IN CASE OF ANY DISCREPANCY IN MEMBER SIZES CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY 6 DETAILING IS INDICATIVE DESIGN INTENT SIZES OF MEMBERS TO ALL ASSEMBLIES ARE INDICATIVE SIZES ONLY PROVIDE ALL NECESSARY STEEL AND TIMBER SUB-FRAMING TO SUIT ELEMENTS AS REQUIRED IN CASE OF ANY DISCREPANCY IN MEMBER SIZES CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY PROVIDE SHOP DRAWINGS FOR APPROVAL 7 WALL AND PAINT FINISH MARKERS ON PLANS INDICATE PRIMARY FINISH WALLS MAY HAVE MULITPLE FINISHES REFER TO SECTIONS AND ELEVATIONS FOR DETAILS 8 EXISTING STRUCTURE BUILDUPS ARE INDICATIVE ONLY CONTRACTOR TO CONFIRM ON SITE 01 v
WALLS TO HAVE DEFLECTION HEADS
WALL DIMENSIONS ON ALL DRAWINGS ARE TO FACE OF BRICK/STUD STRUCTURE (LININGS NOT DIMENSIONED UNLESS NOTED OTHERWISE) METAL STUDS TO BE RONDO LIPPED STUDS
STUDS TO ALL OPENINGS
TO
NEW INFILL PAINTED TIMBER REFER TO DETAILED SECTION FOR DETAILS
ALL EXISTING
REFERTOA702FORKITCHENSETOUT
EXISTING BEAMS TO BE CLEANED AND REPAINTED
CLEAR SEALER 3 - BENCHSEAT
PRINT IN COLOUR
INSULATED ACOUSTIC CEILING LINING REFER TO DETAILED SECTION FOR BUILDUP REFER TO RCP FOR PANEL SETOUT
INFILL PAINTED TIMBER REFER TO DETAILED SECTION FOR DETAILS
Revision Date Description 01 02 03 5/08 2022 2/09 2022 19 09 2022 DD TENDER ISSUE FOR BUILDING APPROVAL Scale Drawing Title Drawn Drawing No NOTES: DRAWING TO BE READ IN CONJUNCTION WITH THE SPECIFICATION AND ALL RELEVANT DRAWINGS DO NOT SCALE FROM THIS DRAWING CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE ARCHITECT TO BE ADVISED OF ANY DISCREPANCIES BETWEEN THIS DRAWING AND SITE CONDITIONS IMMEDIATELY Project Date FOR BUILDING APPROVAL Revision 2209 FAIRBAIRN CAFE SB JN PROPOSED GA SECTIONS (PAGE 2 OF 2) 1:50 1:100 A251 03 19 09 2022 Checked CLIENT 19 09 2022 CRAIG TAN ARCHITECTS PTY LTD info@craigtanarchitects com Level 41-45 A'BECKETT STREET MELBOURNE VICTORIA 3000 1 DIMENSIONS OF EXISTING CONDITIONS TO BE CONFIRMED ON SITE. THIS INCLUDES BUT IS NOT LIMITED TO BRICK PIER LOCATIONS, EXISTING BRICK LINTEL DIMENSIONS AND LOCATIONS WINDOW SIZES AND SILL HEIGHTS DOOR SIZES AND AND HEADER HEIGHTS OVERALL HEIGHTS OF SPACE CONTRACTOR TO ADVISE ARCHITECT OF DIMENSIONS WHERE NOTED C.O.S. 2 ALL DRAWINGS TO BE READ IN CONJUCTION WITH ARCHITECTURAL SCHEDULES AND SPECIFICATION 3 ALL MASTIC USED TO BE DARKER THAN THE DARKEST COLOUR IN ADJACENT WALL TO APPEAR AS SHADOWGAP CONFIRM WITH ARCHITECT PRIOR TO INSTALLATION. 4 ELECTRICAL ENGINEER TO PROVIDE LIGHTING CALCULATIONS AND POWER SCOPE. 5 ALL PROPOSED WORKS TO BE CHECKED BY STRUCTURAL ENGINEER. IN CASE OF ANY DISCREPANCY IN MEMBER SIZES CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY 6 DETAILING IS INDICATIVE DESIGN INTENT SIZES OF MEMBERS TO ALL ASSEMBLIES ARE INDICATIVE SIZES ONLY PROVIDE ALL NECESSARY STEEL AND TIMBER SUB-FRAMING TO SUIT ELEMENTS AS REQUIRED IN CASE OF ANY DISCREPANCY IN MEMBER SIZES CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY PROVIDE SHOP DRAWINGS FOR APPROVAL 7 WALL AND PAINT FINISH MARKERS ON PLANS INDICATE PRIMARY FINISH WALLS MAY HAVE MULITPLE FINISHES REFER TO SECTIONS AND ELEVATIONS FOR DETAILS 8 EXISTING STRUCTURE BUILDUPS ARE INDICATIVE ONLY CONTRACTOR TO CONFIRM ON SITE 2 1 DATUM SFL 1.200 DATUM FFL 0.000 PAINTED DATUM TO ALIGN WITH SILL OF EXISTING WINDOWS CONTRACTOR TO CONFIRM ON SITE W01 W02 GF D01 W03 W00 EXPRESSED CONDUITS TO UNDERSIDE OF LIGHTING FIXTURES REFER TO SCHEDULE 3 NEW ENTRY DOOR REFER TO A901 FOR DOOR DETAILS NEW WINDOW LOCATION REFER TO DEMOLITION ELEVATIONS ALL EXISTING BEAMS AND HISTORIC STRUCTURES TO BE RETAINED, CLEANED AND REPAINTED EXISTING WINDOWS TO BE SANDED BACK CLEANED AND FRAMES REPAINTED COLOUR TO MATCH EXTERNAL COLOUR NEW INSULATED ACOUSTIC CEILING LINING REFER TO DETAILED SECTIONS FOR BUILDUP REFER TO RCP FOR SETOUT EXISTING CONCRETE SLAB REFER TO GA PLAN FOR FLOOR FINISHES EXISTING
PA5 PA4 PA8 PA10 CL1 PA3 JT2 JT1 REFER
PA3 PA3 PA3 PA4 PA5 PA4 PA4 PA10 CL1 PA6 PA3
FASCIA GUTTERS AND DOWPIPES TO BE REPAINTED REFER TO GA ELEVATIONS FOR PAINT COLOURS
TO A802 FOR JOINERY DETAILS AND FINISHES
TB3 TB3
PA4 PA5 PA5 1 2 U/S FASCIA SFL 2.400 C L C L C L C L C L C L 600440765335 700 1,050 1,100 1,100 1,100 1,040 1,100 1,100 GF D03
BEAMS AND HISTORIC STRUCTURES TO BE RETAINED CLEANED AND REPAINTED NEW STEPPED FASCIA REFER TO DETAILED SECTIONS FOR DETAILS EXISTING CONCRETE SLAB REFER TO GA PLAN FOR FLOOR FINISHES GAL STEEL FACED DOOR REFER TO A900 FOR DETAILS EXISTING BRICK COLUMNS AND WALLS TO BE RETAINED CONTRACTOR TO CHECK CONDITIONS ON SITE W06 NEW STUD WALL WITH EXPRESSED TIMBER FINS NEW
EXISTING FASCIA BOARD TO BE REPAINTED. REFER TO ELEVATIONS FOR COLOURS PA10 CL1 PA4 PA1 PB1 PA1 TM1 PA1 CL2 WL1 WL1 JT6 JT3 PA3 PA3 PA10 CL1 FR2 FR2 PA3 PA3 PA3 NEW
REFER TO A703 FOR JT6 DETAILS EXISTING
PA1 SK2 MDF SKIRTING
LINING BEHIND TIMBER FINS MECHANCIAL DUCT FOR KITCHEN EXHAUST REFER TO MECHANICAL ENGINEER SPECIFICATION FIRST FIN TO ALIGN WITH WALL FACE SWITCHBOARD U/S CEILING LINING TO ALIGN WITH FASCIA PA10 CL1 TIMBER FIN SETOUT CL2 SETOUT
BRICK MASONRY WALL
FLUSH TO FINISHED
DATUM FFL 0.000 PA1 PA2 PA3 PA4 PA5 PA6 PA7 PA20 PA21 PA8 PA9 PC1 PA10 PA22 PA23 PC2 PA24 TAGS PAINT COLOURS PAINT INDICATIVE OF COLOUR ONLY FOR PAINT TYPE REFER TO SCHEDULE 05 PAINT SCHEDULE. ALL COLOURS TO BE CONFIRMED AT CONSTRUCTION ISSUE JT1 JOINERY DULUX POS
BRICK
DULUX BRICK
JT2,3,4 JOINERY
DULUX
BRICK
CONCRETE
CONCRETE
JT5 JOINERY DULUX KITCHEN UPPER DATUM DULUX
WALL UPPER DATUM
WALL LOWER DATUM - DULUX
PAINT
WC
WALL - DULUX
FLOOR STAIN ZONE LINES ON
ENTRY CANOPY FASCIA DOWNPIPES DULUX WINDOW FRAMES - DULUX DOOR FRAME TABLE BASES - DULUX CEILING LINING DULUX
CLEAR SEALER 1- GAL STEEL CLEAR SEALER 2 - BENCHTOP TILE TRIM DULUX
CSECTION CC 1:50 DSECTION DD 1:50
ENGINEER DRAWING AND SPECIFICATION
WL1 SETOUT
TOP OF LIGHTING TRACK TO ALIGN WITH TOP OF STEPPED FASCIA
W12
BACKGROUND
ADJ ADJ STUD WALL TO FORM BAR UPSTAND
CO1 SW1 HB1 CG1 KN1 TF1 MX2 JT5 PA4 PA5
POS JT5 JOINERY DULUX
KITCHEN UPPER DATUM DULUX
BRICK WALL UPPER DATUM DULUX
BRICK WALL LOWER DATUM - DULUX
JT2,3,4 JOINERY PAINT DULUX
WC BRICK WALL - DULUX
ENTRY CANOPY FASCIA DOWNPIPES DULUX
WINDOW FRAMES - DULUX
CONCRETE FLOOR STAIN
ZONE LINES ON CONCRETE
DOOR FRAME TABLE BASES - DULUX
WL1 CLADDING SETOUT
MECHANICAL KITCHEN EXHAUST REFER TO MEHCANICAL ENGINEER DOCUMENTATION FOR SIZES
CANOPY OVER CANOPY TO ALIGN WITH EDGE OF BRICK PIER REFER TO DETAILED SECTIONS FOR CEILING DETAILS
EXPRESSED CONDUITS TO WALL LIGHT LIGHT LOCATED CENTRALLY TO BRICK PIER
REFER TO JOINERY DETAILS
EXISTING BRICK PIER TO BE RETAINED AND PAINTED INTERNAL LINING REFER TO GA PLAN AND WALL TYPES DRAWING
STAINLESS STEEL CABINETS WITH ADJUSTABLE SHELVES INTERNALLY
LOW LEVEL STUD WALL UNDER WINDOW FOR COFFEE MACHINE PLUMBING STUD WALL TO BE TOPPED WITH 19THK HW TIMBER CAPPING PAINTED TO MATCH WALL FACE
BN2
PA23 PA23
5001,2004901,200610610
1
BACK
FOR
BRICK
LAMINATE BENCHTOP WITH BULL NOSE END
STAINLESS STEEL UNDER BENCH CABINETRY. RECESSED FINGER PULLS TO TOP
STAINLESS STEEL CABINETRY TO PROVIDE STRUCTURE FOR BENCHTOP
DULUX CLEAR SEALER 1- GAL STEEL CLEAR SEALER 2 - BENCHTOP TILE TRIM DULUX CLEAR SEALER 3 - BENCHSEAT W E T A R E A P L A N L E G E N D C1 XX TRL1 D01 DIMENSIONS NOTED ON THIS DRAWING ARE TYPICALLY TO FINISHED FACE UNLESS NOTED OTHERWISE FINISH TAG (REFER SCHEDULES 01 02 EXTERNAL INTERNAL FINISHES AND ASSEMBLIES SCHEDULE WALL TYPE TAG FOR WALL TYPE LEGEND FIXTURE FITTING TAG (REFER SCHEDULE 03 FIXTURES AND FITTINGS SCHEDULE DOOR TAG TAGS F W12 DP 6006106006004901,200500 1,200 1,200 1,200 68020 700 20730 750 FR2 F A601 DRAWERS OPEN SHELVES, NO CUPBOARD FACE CASH REGISTER DRAWER TO TOP STUD WALL TO SUPPORT BAR FRONT UPSTAND 402 KITCHEN ELEVATION 1:50 301 KITCHEN ELEVATION 1:50 504 KITCHEN ELEVATION 1:50 6KITCHEN FRONT 1:50 1FITOUT PLAN - KITCHEN 1:50 203 KITCHEN ELEVATION 1:50 9KITCHEN STAINLESS STEEL LAYOUT 1:50 N Revision Date Description 01 02 03 5/08 2022 2/09 2022 19 09 2022 DD TENDER ISSUE FOR BUILDING APPROVAL Scale Drawing Title Drawn Drawing No NOTES: DRAWING TO BE READ IN CONJUNCTION WITH THE SPECIFICATION AND ALL RELEVANT DRAWINGS DO NOT SCALE FROM THIS DRAWING CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE ARCHITECT TO BE ADVISED OF ANY DISCREPANCIES BETWEEN THIS DRAWING AND SITE CONDITIONS IMMEDIATELY Project Date FOR BUILDING APPROVAL Revision 2209 FAIRBAIRN CAFE SB JN FITOUT ELEVATIONS - KITCHEN 1:50 1:100 A702 03 19 09 2022 Checked CLIENT 19 09 2022 CRAIG TAN ARCHITECTS PTY LTD info@craigtanarchitects com Level 41-45 A'BECKETT STREET MELBOURNE VICTORIA 3000 1 DIMENSIONS OF EXISTING CONDITIONS TO BE CONFIRMED ON SITE. THIS INCLUDES BUT IS NOT LIMITED TO BRICK PIER LOCATIONS, EXISTING BRICK LINTEL DIMENSIONS AND LOCATIONS WINDOW SIZES AND SILL HEIGHTS DOOR SIZES AND AND HEADER HEIGHTS OVERALL HEIGHTS OF SPACE CONTRACTOR TO ADVISE ARCHITECT OF DIMENSIONS WHERE NOTED C.O.S. 2 ALL DRAWINGS TO BE READ IN CONJUCTION WITH ARCHITECTURAL SCHEDULES AND SPECIFICATION 3 ALL MASTIC USED TO BE DARKER THAN THE DARKEST COLOUR IN ADJACENT WALL TO APPEAR AS SHADOWGAP CONFIRM WITH ARCHITECT PRIOR TO INSTALLATION. 4 ELECTRICAL ENGINEER TO PROVIDE LIGHTING CALCULATIONS AND POWER SCOPE. 5 ALL PROPOSED WORKS TO BE CHECKED BY STRUCTURAL ENGINEER. IN CASE OF ANY DISCREPANCY IN MEMBER SIZES CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY 6 DETAILING IS INDICATIVE DESIGN INTENT SIZES OF MEMBERS TO ALL ASSEMBLIES ARE INDICATIVE SIZES ONLY PROVIDE ALL NECESSARY STEEL AND TIMBER SUB-FRAMING TO SUIT ELEMENTS AS REQUIRED IN CASE OF ANY DISCREPANCY IN MEMBER SIZES CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY PROVIDE SHOP DRAWINGS FOR APPROVAL 7 WALL AND PAINT FINISH MARKERS ON PLANS INDICATE PRIMARY FINISH WALLS MAY HAVE MULITPLE FINISHES REFER TO SECTIONS AND ELEVATIONS FOR DETAILS 8 EXISTING STRUCTURE BUILDUPS ARE INDICATIVE ONLY CONTRACTOR TO CONFIRM ON SITE 01
1 6601,150 1,080
SW1 SW1
HB1 FR1
TF1 WL1
MX2 WL1
CL2
MW1
PA3
PA22
PA22
JT5
BN2 SS1 SS1 SS1
SS BENCH SETOUT B
NEW GAS STRUT AWNING WINDOW REFER TO WINDOW DETAILS
HW TIMBER FIN IN
STEPPED FASCIA REFER TO DETAILED SECTIONS FOR DETAILS CANOPY OVER.
1,200 1,200 1,200
PAINTED
DISPLAY GLASS BOX ON BENCH CO1 CG1 KN1 DB1 CR1 BN1 PA23 PA2 TIMBER BENCHTOP TO FORM EDGE BN1 PA23 CL2 TOP OF LIGHTING TRACK TO ALIGN WITH TOP OF STEPPED FASCIA LOW LEVEL STUD WALL UNDER WINDOW FOR COFFEE MACHINE HYDRAULIC SERVICES PA1 PA22 1 DATUM FFL 2.400 GROUND FFL 0.000 1,965 DISPLAY GLASS BOX ON BENCH HW TIMBER FIN CANOPY OVER CO1 CG1 DB1 JT5 JT6 JT3 PA1 CL2 WL1 PA22 STEPPED BULKHEAD REFER TO DETAILED SECTIONS FOR DETAILS WALL LIGHT TO BE LOCATED CENTRALLY TO BRICK PIER REFER TO A703 FOR DETAILS SOME KITCHEN ITEMS TO BE CLIENT SUPPLIED REFER TO SCHEDULE 02 FOR DETAILS REFER TO A703 FOR DETAILS PA22 PA22 F W12 DP 01 02 03 04 A702 05 702 GF D 04 CT1 KN1 CG1 CO1 CR FR1 SW1 SW1 DB1 W1 TF1 TF1 L1 MX2 FR2 SOME KITCHEN ITEMS TO BE CLIENT SUPPLIED REFER TO SCHEDULE 02 FOR DETAILS W2 THRESHOLD RAMP TO TILES EDGE OF RAMP TO ALIGN WITH WALL FINISH LOW HEIGHT STUD WALL FOR HYDRAULIC SERVICES TO COFFEE MACHINE STUD WALL TO MEET U/S WINDOW, REFER TO A902 FOR DETAILS HB1 W4 F A601 GF D02 HB1 MW1 L1 HYDRAULIC TMV AND HOT WATER UNIT TMV TO BE RECESSED WITHIN STUD WALL TMV B DATUM FFL 2.400 GROUND FFL 0.000 STAINLESS STEEL CABINETRY WITH ADJUSTABLE SHELVES HW TIMBER FIN IN BACKGROUND STEPPED FASCIA REFER TO DETAILED SECTIONS FOR DETAILS CR1 PA1 TM1 TF1 STUD WALL STRUCTURE FOR BAR FRONT REFER T0 A703 FOR DETAILS KITCHEN EXHAUST REFER TO MECHANICAL
BRICK PIER WL1 PA22 PA3 PB2
ADJ
PA2 PA3 PA4 PA5 PA6 PA7 PA20 PA21 PA8 PA9 PC1 PA10 PA22 PA23 PC2 PA24 TAGS PAINT COLOURS PAINT INDICATIVE OF COLOUR ONLY FOR PAINT TYPE REFER TO SCHEDULE 05 PAINT SCHEDULE. ALL COLOURS TO BE CONFIRMED AT CONSTRUCTION ISSUE
KITCHEN EXHAUST REFER TO MECHANICAL ENGINEER DRAWING AND SPECIFICATION LOW LEVEL STUD WALL UNDER WINDOW FOR COFFEE MACHINE PLUMBING
CANOPY OVER STAINLESS STEEL CABINETRY WITH ADJUSTABLE SHELVES HW TIMBER FIN
RETAINED
WALL
OF STEPPED FASCIA REFER TO DETAILED SECTIONS
DETAILS STAINLESS STEEL CABINETRY WITH ADJUSTABLE SHELVES
PA1
JT1 JOINERY DULUX
CEILING LINING
Revision Date Description 01 02 2/09 2022 19 09 2022 TENDER ISSUE FOR BUILDING APPROVAL Scale Drawing Title Drawn Drawing No NOTES: DRAWING TO BE READ IN CONJUNCTION WITH THE SPECIFICATION AND ALL RELEVANT DRAWINGS DO NOT SCALE FROM THIS DRAWING CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE ARCHITECT TO BE ADVISED OF ANY DISCREPANCIES BETWEEN THIS DRAWING AND SITE CONDITIONS IMMEDIATELY Project Date FOR BUILDING APPROVAL Revision 2209 FAIRBAIRN CAFE SB JN JOINERY JT1-A 1:25 1:50 1:20 1:10 1:5 A800 02 19 09 2022 Checked CLIENT 19 09 2022 CRAIG TAN ARCHITECTS PTY LTD info@craigtanarchitects com Level 41-45 A'BECKETT STREET MELBOURNE VICTORIA 3000 1 DIMENSIONS OF EXISTING CONDITIONS TO BE CONFIRMED ON SITE. THIS INCLUDES BUT IS NOT LIMITED TO BRICK PIER LOCATIONS, EXISTING BRICK LINTEL DIMENSIONS AND LOCATIONS WINDOW SIZES AND SILL HEIGHTS DOOR SIZES AND AND HEADER HEIGHTS OVERALL HEIGHTS OF SPACE CONTRACTOR TO ADVISE ARCHITECT OF DIMENSIONS WHERE NOTED C.O.S. 2 ALL DRAWINGS TO BE READ IN CONJUCTION WITH ARCHITECTURAL SCHEDULES AND SPECIFICATION 3 ALL MASTIC USED TO BE DARKER THAN THE DARKEST COLOUR IN ADJACENT WALL TO APPEAR AS SHADOWGAP CONFIRM WITH ARCHITECT PRIOR TO INSTALLATION. 4 ELECTRICAL ENGINEER TO PROVIDE LIGHTING CALCULATIONS AND POWER SCOPE. 5 ALL PROPOSED WORKS TO BE CHECKED BY STRUCTURAL ENGINEER. IN CASE OF ANY DISCREPANCY IN MEMBER SIZES CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY 6 DETAILING IS INDICATIVE DESIGN INTENT SIZES OF MEMBERS TO ALL ASSEMBLIES ARE INDICATIVE SIZES ONLY PROVIDE ALL NECESSARY STEEL AND TIMBER SUB-FRAMING TO SUIT ELEMENTS AS REQUIRED IN CASE OF ANY DISCREPANCY IN MEMBER SIZES CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY PROVIDE SHOP DRAWINGS FOR
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SITE 2,495 1,050 EQ EQ 506 400 TABLE SUPPORT ANGLES TO BE FIXED TO TIMBER STRAPS CONTRACTOR TO ENSURE STRUCTURAL INTEGRITY. 9MM FC SHEET TOP 2 PACK PAINTED FINISH FC SHEET TOP TO SIT ON 4THK PLY, RECESSED 5MM FROM EDGE TO CREATE SHADOW GAP. PLY TO BE PAINTED SAME COLOUR AS TOP. METAL MESH, FIXED OVER PAINTED TIMBER BATTENS MESH TO SIT 35MM OVER MDF CARCASS REFER TO PLAN DETAIL 19X64 HARDWOOD TIMBER STRAPPING OVER MESH 2 PACK FINISH GAL STEEL SHELVING TO SIT ON TOP REFER TO JT2-A PA1 FC1 MT1 LM1 15THK MDF SHELF PA1 9THK FC SHEET TO BOTTOM, TO BE FIXED UP TO STUD STRUCTURE AND UNDERSIDE OF STRAPPINGS LAMINATE FACED 15THK MDF PAINTED FINISH GAL STEEL SHELVING TO SIT ON TOP REFER TO JT2-A LAMINATE FACE 15THK MDF KICKER, PAINTED FINISH 9MM CF SHEET TOP FC SHEET TOP TO SIT ON 4THK PLY RECESSED 5MM FROM EDGE TO CREATE SHADOW GAP REFER TO DETAILED SECTION MDF CARCASS OVER TIMBER STUDS STRUCTURE 2 PACK PAINTED FINISH LM1 PA1 19X64 TIMBER STRAPPING EQUALLY SPACED ON THIS SIDE MDF CARCASS OVER TIMBER STUDS STRUCTURE 2 PACK PAINTED FINISH PA1 PA1 90 200 EQEQ JT2 9 THK FC SHEET TOP PACK FINISH FC SHEET TOP TO SIT ON 4 THK PLYWOOD RECESSED MM FROM EDGE TO CREATE SHADOW GAP REFER TO DETAILED SECTION LAMINATE FACED 15THK MDF TABLE SUPPORT ANGLES TO BE FIXED TO TIMBER STRAPS CONTRACTOR TO ENSURE STRUCTURAL INTEGRITY RECESSED 50MM FROM EDGE 15THK MDF SHELF PAINTED FINISH 6 A800 400 2,495 EQ EQ EQ EQ EQ 506 MESH FIXED BACK TO TIMBER STUDS TB2 15THK MDF PAINTED FINISH TIMBER STRAPPING PAINTED FINISH TABLE SUPPORT SETOUT TO STRAPPING. ANBGLE SUPPORT TO BE FIXED BACK THROUGH STRAPPING TO TIMBER STUD. MT1 PA1 PA1 PA1 PA1 PA1 PA1 PA1 PA1 1525815 90 1,050 400 50288 62 35 JT2 MESH TO STOP 35MM ABOVE BOTTOM EDGE STAINLESS STEEL MESH FIXED BACK THROUGH TO 64X32 PAINTED HARDWOOD TIMBER BATTEN 4THK PLYWOOD (TO BE RECESSED 5MM FROM EDGE 9THK FC SHEET TOP 2 PACK PAINTED FINISH 15THK MDF FIXED OVER 45X90 STUD FRAMING LAMINATE FACED MDF RECESSED FROM EDGE TABLE SUPPPORTS MADE FROM 50X50 POWDERCOATED STEEL SECTIONS TO BE FIXED BACK TO HARDWOOD BATTEN STRAPPING 64X19 PAINTED HARDWOOD TIMBER BATTEN TO FRONT FIXED THROUGH TO BATTEN BEHIND WITH LOST HEAD NAILS 64X32 PAINTED HARDWOOD TIMBER BATTEN PC1 ALIGN ALIGN FHR 5 5 SHADOW GAP TO MATACH OTHER SIDE LIINE OF FC SHEET TOP 35x70 STUDS STRUCTURE 15THK MDF PAINTED FINISH 45x90 STUD STRUCTURE LINE OF 15THK MDF SHELF BELOW 15THK MDF PAINTED FINISH 15THK MDF PAINTED FINISH 15THK MDF PAINTED FINISH 19X64 DRESSED HW TIMBER STRAPPING, FIXED WITH LOST HEAD NAILS TO STUD STRUCTUYRE NAILS TO BE SKIMMED PAINTED FINISH 19X64 HW DRESSED TIMBER FIXED WITH LOST HEAD NAILS THROUGH TO STUD. SKIMMED NAIL HEADS FOR SMOOTH FINISH PAINTED FINISH TIMBER SPACER TO ALLOW MESH TO BE FIXED INBETWEEN 32X64 HW DRESSED TIMBER FIXED TO STUD MESH FIXED THROUGH TO HW TIMBER BATTEN ALIGN ALIGN 1JT1 AXONOMETRY TYPICAL DETAIL VIEW 01 1:25 2JT1 AXONOMETRY TYPICAL DETAIL VIEW 02 1:25 3JT1-A JOINERY ELEVATION 1:50 4JT1-A JOINERY PLAN DETAIL 1:20 5JT1 TYPICAL DETAIL SECTION 1:10 6JT1-A JOINERY PLAN CORNER DETAIL 1:5 N
APPROVAL
WALL AND PAINT FINISH MARKERS ON PLANS INDICATE PRIMARY FINISH WALLS MAY HAVE MULITPLE FINISHES REFER TO SECTIONS AND ELEVATIONS FOR DETAILS
EXISTING STRUCTURE BUILDUPS ARE INDICATIVE ONLY CONTRACTOR TO CONFIRM ON
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Inclined Chamber of Timeless Music: Sonic Tales…… of the Aged
We understand time as linear but perceive it subjectively. Inclined Chamber ofTimeless Music is both a lens through which to read the passing of time and an instrument to provide comfort to the loneliness of contemporary life in Tokyo. Through creative collaboration between the elderly and contemporary musicians, it facilitates new inter-generational connections that may have otherwise been lost. Sound and time are experienced by negotiating the two overlapping axes of the project. The Garden of Recital allows music and audio to echo from the chamber below. The archive connected offers the elderly a place to record their music tradition, stories and the young, a place to discover it.
Kakurega, Tokyo | Jul 2020 | architecture | M’Arch
01_3D model in context
01 10
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02_bird’s eye view perspective above recital chamber 03_sectional 3D model 03 17
MECHROPOLIS
unfilmed/unbuilt narrative architectural spaces
MECHROPOLIS is a decaying industrialized city. Though being inhabited by robots, it is not mechanical or lifeless. Looking through Josef and Berta’s recollection of memories, the city is about spaces being manifested by the emotions of the characters, questioning, ‘To what extent, is it a reality? Or a fantasy?’. Based on the popular point-and-click adventure game “Machinarium” by Amanita Design, MECHROPOLIS explores the spaces engaging with the emotions through projection-like images overlaid with rusty and oxidized materials showing the organic decay and traces of time. Taking inspiration from the original game and real metaphors from David Summers’ “Real Spaces”, spaces of MECHROPOLIS are visualized to emulate the retro futuristic steampunk style playing with the shape language in conveying the atmosphere and emotions of the characters.
speculative context/game | Mar 2020 | architecture | M’Arch
01_Machinarium’s characters
02_Machinarium’s game scenes structure
MACHINARIUM
original game spaces by Amanita Design
18 02 01
JosefBertaantagonists - Black Cap Brotherhood
Thrown into prison and discovering the evil
Narrative Revelation Moments in Spaces Driven by Non-dialogue Thought Bubbles
Josef travelling to the City from a junkyard
Beginning (Preparation of the main character, Josef)
Establishing the overall spatial environment Introduction of mechanics of Josef
The City of Machinarium seen as an agglomeration of towers provides us the spatial setting of the game world
Escaping prison
As Josef travels higher, he also helps other citizens along the way who were bullied by the evil Brothers
Discovering Berta being enslaved
Recollection of memory thought bubble x 1
Story of a citizen being bullied by the Black Cap Brothers
Recollection of memory thought bubble x 4
Josef and Berta spending time together
Exploring relationships between spaces as Josef helps out citizens
Thrown into prison and discovering the evil bomb plot
Recollection of memory thought bubble x Recollection of memory thought bubble x
Story of Josef being bullied by Black Cap Brother 1
Story of Josef being bullied by Black Cap Brother 2
Confinement in prison (*the only time cross section shown as clean-cut retangular sections)
Helping citizens and finding ways to reach the Castle Tower up high
Recollection of memory thought bubble x
Story of Josef being bullied by Black Cap Brother 3
Recollection of memory thought bubble x 3
Story of citizens being bullied by the Black Cap Brothers
Discovering Berta being enslaved Saving the Mayor and whole story comes together
Recollection of memory thought bubble x
Recounting her story of being kidnapped and enslaved in the kitchen
Final recollection of memory thought bubble x Recollection of memory thought bubble x
Story of a citizen being bullied by the Black Cap Brothers
Pieces the whole narrative together of how Josef and Berta fell into misery because of Black Cap Brothers while working for the Mayor at the top of the Castle Tower
6 20 7 21 8 22 9 23 10 24 11 25 12 26 27 1 15 2 16 3 17 4 18 5 19
INTRO BODY CLIMAX ENDING
Saving the MayorDiffusing 20 03 04
Diffusing the
Further Past (recollection of spending time with Berta)
End (Successfully saving the city and Berta)
Current (sequel of the incident)
of the incident
Past (prequel of the incident) beginning end
03_unpacking story plot in sections
04_unfolding key plot points in Machinarium
05_proposing new architectural spaces as part of the flashbacks as the original narrative advances
the together Recounting her story of being kidnapped and enslaved in the kitchen 13 28 29 14
bomb
Mayor Diffusing the bomb Getting rid of evil guys and successfully saving Berta
aftermath
slowly
beginning of
beginning
middle end of
FLASHBACKS FLASHBACKS
21 05
stitching stories together
the incident
of the game
the game
Parallel Narratives of Machinarium
OUTSIDE WALL (GLASSHOUSE LEVEL)
Optic
Lens: Tele | Normal | Wide
Depth of Field: Shallow | Balanced | Deep
Focus: Change | Fixed
Composition
Space Layers: 1 | 2 | 3 | 4 | 5
Scale: Objects | Humanoid | Architectural | Landscape
Camera
CLOCK SQUARE
Optic
Optic
Lens: Tele | Normal | Wide
Lens: Tele | Normal | Wide
Depth of Field: Shallow | Balanced | Deep
Depth of Field: Shallow | Balanced | Deep
Focus: Change | Fixed
Focus: Change | Fixed
Composition
Space
Composition
Space Layers:
Scale: Objects | Humanoid | Architectural | Landscape
Scale: Objects | Humanoid | Architectural | Landscape
Camera
Camera
Type
Movement:
ELEVATOR STAIRWAY 5
1 | 2 | 3 | 4 | 5
LS | FS
MLS
CS
MS
MCU | CU | C | ECU
of shot: ELS |
|
|
|
|
1 2 3 4
Subtle tracking of the character
| LS | FS | MLS | CS | MS | MCU | CU | C | ECU
Type of shot: ELS
1 2 3 4
Movement: Static
2 | 3 | 4 | 5
Layers: 1 |
ELS | LS | FS | MLS | CS | MS | MCU | CU | C | ECU
Type of shot:
22 06 07
Movement: Static
Plans of Existing Game Spaces
Spatial cues highlighted to indicate change in thresholds
Plans of Existing Game Spaces
06-07_cinematic dissection of the original game scenes
08-09_orthographic study drawings of the original game scenes
Spatial cues highlighted to indicate change in thresholds
Spatial cues highlighted to indicate change in thresholds
3 10 13 16
3 10 11 12 16
2 4 5 2 3 6 5 4 7 8 9
SCALE @ 1
100 0 5m 10m 15m 23
:
08 09
Plans of Existing Game Spaces
Plans of Existing Game Spaces
Spatial cues highlighted to indicate change in thresholds
Spatial cues highlighted to indicate change in thresholds
Spatial cues highlighted to indicate change in thresholds
Spatial cues highlighted to indicate change in thresholds
10-11_orthographic study drawings of the original game scenes
1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 7 6 8 9 10 11 12 13
SCALE @ 1 100 0 5m 10m 15m 1 2 3 4 5 6 7 8 9 10 2 3 4 5 7 6 8 9 10 11 12 13
SCALE @ 1 100 0 5m 10m 15m 24 10 11
25 12 13
12_three dimensional study of scale and composition
13_3D model space of one of the game scenes
26 14 15
14_storyboard study sketches exploring thematic features
15_concept sketches inspired by retrofuturistic structures
16_initial concept sketch of MECHROPOLIS_pencil
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28 17 17_digital
sketches of the scenes
29 18 18_digital
illustrations of the architectural spaces in MECHROPOLIS
LINEAR JOURNEY ACT 2 - OPPOSITION ACT 3 - RESOLUTION MEETING 1 CHEMISTRY POINT OF CONFLICT (THE SPARK) TRANSITION/ THRESHOLD TRANSITION/ THRESHOLD TRANSITION/ THRESHOLD TRANSITION/ THRESHOLD TRANSITION/ THRESHOLD TRANSITION/ THRESHOLD TRANSITION/ THRESHOLD TRANSITION/ THRESHOLD GREATER TENSION (THE TWIST) HOPELESSNESS (THE SPLIT) RESOLUATION (THE WIN-WIN) MEETING CHEMISTRY POINT OF CONFLICT (THE SPARK) GREATER TENSION (THE TWIST) HOPELESSNESS (THE SPLIT) RESOLUTION (THE WIN-WIN) 2 3 4 5 6 1 2 3 4 5 6 PROGRESSION CHANGE IN LEVELS 1 2 3 4 5 6 1 2 3 4 5 6 assembling intersection commonality setting scene atmospheres shapes/forms scales levels differences/ contrasts cracked disconnected fragmented ruins narrow corners/ diagonal unbalanced verticality trapped isolation separation contrast of scale bottom-most continuous bridge singular space harmony 30
ACT 1 - INTRODUCTION
SCALE @ 1:1000 0 20 50 100 BERTA
1.1 - MEETING
JOSEF
1.2.2 - BERTA
3.1 - HOPELESSNESS (THE SPLIT)
2.2 - TENSION (THE TWIST)
3.2 - RESOLUTION (THE WIN-WIN)
1.2.1 - JOSEF
AXONOMETRIC DRAWING OF MECHROPOLIS
2.1 - CONFLICT (THE SPARK)
Agri_Aqua Culture
Sydney Fish Market proposal
From the late 1800s until around the mid-1900s, Sydney’s Black Wattle Bay has been both the assembly site and the waste disposal site for the industrial factories. A significant amount of chemical and industrial waste was disposed into the by for long periods of time causing the Bay and its biodiversity to be severely damaged. Extensive disposal of chemical and hazardous waste throughout the history of the bay has not only polluted the local water but also the marine life ecosystems around the site.
The Agri_Aqua Culture is a networked fish market, with its system of collection and distribution of the products on the site. A range of agricultural and aquacultural components with essential administrative systems to efficiently operate the fish market is key in the network to enable the production-processing distribution cycle. Secondary selfsustaining systems play a crucial role in backing up the main network, to stand strong if any shortcomings are encountered. The Agri_Aqua Culture aims to establish a self-sustainable environmental network that helps provide a better environment for biodiversity, restore marine wildlife ecosystems, promote environmental awareness, and reach out to not only locals but also global markets for organic vegetational, livestock, and marine produce of the sustainable fish market system.
Sydney Fish Market, Pyrmont NSW | July 2016 | architecture | B’Des Arch | Team members: Caiqiu Yang, Cheuk Yan Lai
01_Sydney Fish Market axonomteric
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Lonsdale Office-Hotel Tower
Located in-between Lonsdale Street and Little Lonsdale Street, and beside Merriman Lane, is the Lonsdale Office-Hotel Tower. It is a design proposal for a 46-level building that accommodates two podium levels for retail, 26 levels for office, 13 levels for hotel and a rooftop bar with sky pool and entertainment facilities. The building setback facing Lonsdale Street provides an active street frontage with a covered podium, allowing access for office lobby and on Little Lonsdale, a hotel entrance, and a pick-up/drop-off zone due to its lower traffic volumes.
The key design concept of the project is sculpting of the building mass to break up Melbourne’s strong wind force that may cause wind vortices. Vortex shedding is minimized by allowing 7500mm corner chamfers at either one or two corners on different zones (typical office and hotel levels) of the building.
The tower’s envelope design considers passive sustainability strategies, activation of street frontage on the ground level and introduction of a unique aesthetic to Melbourne CBD. The envelope is consisted of a double-glazed unitised curtain wall system on all sides and an additional second outer skin on the North and West facades. The North façade is made of a 16.75mm photovoltaic glass system with a solar amorphous silicon layer at 20% transparency, ensuring the efficiency level of solar energy generation in relation to cost, while maintaining unobstructed views from the indoor spaces.
Supported by glass fins, the double-glazing laminated glass system of the crown is incorporated as the safer option for over-head application and aims to maximize views and provide the occupiable roof top terrace with partial protection from the environment, especially against the upwind forces. The glass façade helps making the crown stand out more prominently as a design feature that houses various public amenities including a sky bar, restaurant, swimming pool and gym. Illuminated at night, the crown’s unique form becomes a dynamic beacon contrasting against to Melbourne CBD’s typically flat high-rise rooftops.
Melbourne | Jul 2020 | architecture | M’Arch | Team members: Khue Nguyen, Sharleen Wonorahardjo
01_site plan
16800 7500 4500 6000 5400 6000 4500 7500 16800 7500450060005400600045007500 44
01
02_site analysis
06_exploded crown facade
03_podium concept
07_exploded double skin facade
04_overall design concept
05_structural system
08_crown level structural framing
L 28 L 29 136000 L 30 HOTEL LOBBY 140000 L 35 L 36 171500 175000 TOP OF CROWN 225000 HOTEL 66500 HIGH RISE L 28 L 29 136000 L 30 HOTEL LOBBY 140000 L 35 L 36 171500 175000 TOP OF CROWN 225000 66500 HIGH RISE 18000 02 20000 03 28000 04 32000 05 36000 06 40000 07 44000 08 48000 09 52000 10 56000 OFFICE 64000 LOW RISE 18000 28300 COLUMNS PER RISE CORE WALL Podium C1 800 WC C2 600 WC 500 mm Low-Rise C3 700 WC C4 500 WC 500 mm Mid-Rise C2 600 WC C5 400 WC 400 mm High-Rise C4 500 WC C6 350 WC 300 mm MEMBERS SIZING *Reference Structural Scheme #5 L 02 20000 L 03 L 04 32000 L 05 L 06 40000 L 07 L 08 48000 L 09 L 10 56000 OFFICE 64000 LOW RISE 28300 COLUMNS RISE Podium C1 800 WC C2 600 WC 500 mm Low-Rise C3 700 WC C4 500 WC 500 mm High-Rise C4 500 WC C6 350 WC 300 mm MEMBERS SIZING GF 16 84000 17 88000 18 92000 19 96000 20 100000 21 104000 22 108000 23 112000 24 116000 120000 T O T A L B U I L D N G H E 225000 OFFICE 56000 MID RISE Composite steel decking 120mm thick, continuously CORE WALL GENERAL INFORMATION C500 84000 19 96000 21 23 112000 120000 B U L G G MID Composite thick, continuously TUTORIAL: 21 (GROUP F) SHEET SIZE: A1 1:500 1 SITE PLAN NOT TO SCALE 2 SITE ANALYSIS CROWN PRECEDENTS GF L 01 10000 L 02 20000 L 03 28000 L 04 32000 L 05 36000 L 23 L 24 116000 L 25 120000 L 26 124000 L 27 128000 L 28 132000 L 29 136000 30 HOTEL LOBBY 140000 L 31 145000 L 32 148500 L 33 152000 L 34 155500 L 35 163500 L 36 171500 L 37 175000 L 38 178500 L 39 182000 L 40 185500 L 41 189000 L 42 192500 L 43 196000 L 44 199500 L 45 203000 HOT EL MEC HANIC AL MEC HANIC AL OFFICE 4000 MECHANICAL 8000 10000 10000 TOP OF SKY BAR 212000 D I N G H E G H T 225000 L 46 206500 HOT EL 3500 HTL LOBBY CROWN 18500 HOTEL 66500 HIGH RISE OFFICE 56000 MID RISE PODIUM 20000 28300 Composite steel decking 120mm thick, continuously STRUCTURAL STEEL BEAM EB 1 700WB150 EB 2 530UB82 B1 700WB150 B2 530UB82 Podium C1 800 WC C2 600 WC 500 mm Low-Rise C3 700 WC C4 500 WC 500 mm Mid-Rise C2 600 WC C5 400 WC 400 mm High-Rise C4 500 WC C6 350 WC 300 mm C500 FLOOR ZONE CLEAR CEILING C383 TYPICAL HOTEL FLOOR FRAMING PLAN CROWN FLOOR FRAMING PLAN GF 10000 02 03 04 32000 36000 24 128000 29 140000 32 152000 34 35 171500 37 178500 39 185500 42 192500 203000 3500 HANIC AL 8000 8000 OFFICE 8000 10000 TOP OF SKY BAR 212000 SKY BAR D G G H T 225000 46 LOBBY 5000 66500 HIGH RISE OFFICE 56000 MID RISE 28300 decking 120mm thick, continuously EB 1 700WB150 B1 700WB150 Podium C1 800 WC C2 - 600 WC 500 mm Low-Rise C3 700 WC C4 - 500 WC 500 mm C2 600 WC C5 - mm C4 500 WC C6 - mm OFFICE C500W0 C383 TUTORIAL: 21 (GROUP F) SHEET SIZE: A1 1:500 1 SITE PLAN NOT TO SCALE 2 SITE ANALYSIS NOT TO SCALE 2 PODIUM DIAGRAMMATIC SECTION NOT TO SCALE 3 OVERALL DESIGN CONCEPT DIAGRAMS CROWN PRECEDENTS 03 28000 04 32000 05 36000 06 40000 07 44000 08 48000 09 52000 10 56000 11 60000 12 64000 13 68000 14 76000 15 80000 16 84000 17 88000 18 92000 19 96000 20 100000 21 104000 22 108000 23 112000 24 116000 25 120000 26 124000 27 128000 28 132000 29 136000 30 HOTEL LOBBY 140000 31 145000 32 148500 33 152000 34 155500 35 163500 36 171500 37 175000 38 178500 39 182000 40 185500 41 189000 42 192500 43 196000 44 199500 45 203000 O F F C E 4000 MEC HANIC AL 8000 OFF ICE 4000 3500 8000 8000 OFFICE 4000 MECHANICAL 8000 212000 SKY BAR T O T A L B U I L D I N G H E G H T 225000 46 206500 HOT 3500 5000 HOTEL 66500 HIGH RISE OFFICE 56000 MID RISE OFFICE 64000 LOW RISE Building Module 1500 mm Floor Slab SL1 Composite steel decking 120mm thick, continuously supported @3m max. centres 4000 mm 3500 mm STRUCTURAL STEEL BEAM 700WB150 530UB82 700WB150 530UB82 COLUMNS PER RISE CORE WALL Podium C1 800 WC C2 600 WC 500 mm Low-Rise C3 700 WC C4 500 WC 500 mm Mid-Rise C2 600 WC C5 400 WC 400 mm High-Rise C4 500 WC C6 350 WC 300 mm MEMBERS SIZING GENERAL INFORMATION *Reference Structural Scheme #5 C500W TYPICAL LOW RISE OFFICE FLOOR SECTION 03 28000 04 32000 05 36000 06 40000 07 44000 48000 76000 15 80000 16 84000 17 88000 92000 24 25 120000 26 124000 27 128000 28 132000 136000 HOTEL 31 145000 34 155500 35 163500 38 178500 189000 192500 199500 203000 MEC AL HOT EL MEC HANIC AL MEC HANIC AL 8000 4000 MECHANICAL 212000 5500 O T A L B U L D I N G H E I G H T 225000 EL 3500 HTL LOBBY 5000 66500 HIGH RISE OFFICE MID RISE RISE Floor Slab SL1 Composite steel decking 120mm thick, continuously max. 700WB150 WALL Podium C1 800 WC C2 600 WC 500 mm Low-Rise C3 700 WC C4 500 WC 500 mm Mid-Rise C2 C5 C4 C6 GENERAL INFORMATION *Reference Structural Scheme 2700 7 C500W 18000 16800 7500450060005400600045007500 16800 A1.1: SITE PLAN AND MASSING CONCEPT TUTORIAL: 21 (GROUP F) SHARLEEN WONORAHARDJO 784100SCALE: Refer to each drawing SHEET SIZE: A1 1:500 1 SITE PLAN NOT TO SCALE 2 SITE ANALYSIS NOT TO SCALE 2 PODIUM DIAGRAMMATIC SECTION NOT TO SCALE 3 OVERALL DESIGN CONCEPT DIAGRAMS NOT TO SCALE 4 CROWN PRECEDENTS N NOT TO SCALE 1 OVERALL STRUCTURAL SYSTEM EXPLODED AXONOMETRIC OF TOWER STRUCTURE CROWN STRUCTURES SKY BAR FLOOR SLAB BEAMS LAYOUT (TYPICAL HOTEL) TYPICAL HOTEL FLOOR SLAB & COLUMNS LAYOUT OUTRIGGERS SYSTEM TYPICAL OFFICE FLOOR SLAB & COLUMNS LAYOUT BEAMS LAYOUT (TYPICAL OFFICE) PODIUM SPACE TRUSSES (TO BE UPDATED ACCORDING TO SHARLEEN) PODIUM L01 FLOOR SLAB & COLUMNS LAYOUT PODIUM GF FLOOR SLAB & COLUMNS LAYOUT 3 NOT TO SCALE CLOSE-UP DIAGRAM OF OUTRIGGERS AND BELT TRUSSES (ref. to A2.1 Fig.1) 2 NOT TO SCALE LATERAL LOAD ELEMENTS GRAVITATIONAL LOADS LONSDALESTREET MERRIMANLANE STREETLITTLELONSDALE A2.3: STRUCTURAL CONCEPT DIAGRAMS & 3D MODELLING TUTORIAL: 21 (GROUP F) SU MYAT NAING 1117042SCALE: Refer to each drawing SHEET SIZE: A1 L 04 32000 L 05 36000 4000 FLOOR TO FLOOR L 40 185500 L 41 189000 3500 FLOOR TO FLOOR 6000500 12000 20000 12000 9 5 A2.2 B2 B2 22502250300030002700270030003000 EB1 C4 C8 C4 C8 C8 C4 C8 C4 3 5 8 4 6 E F G C H D K 7500 4500 6000 5400 6000 7500 4500 6000 7000 6000 4500 7500 9 EB1 B1 B2 EB1 B1 B2 B2 B2 B2 B1 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B1 B2 B2 B2 B2 EB1 EB1 B1 B1 B2 B2 B2 B2 EB1 EB2 B2 B2 B2 B2 B2 B2 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7C7 C7 C7 C7 C7 C7 C7 C7C7 C7 C7 C7 C7 C7 2500 5000 2250 2250 3000 3000 2000 3000 2000 3000 3000 2250 2250 2500 2500 2500 2250 2250 3000 3000 2700 2700 3000 3000 13700 1 TYPICAL 6 1 : 200 CROWN FLOOR FRAMING PLAN 3 L 32000 STRUCTURAL GLASS PANEL AUTOMATED BLINDS DOUBLE-GLAZED LOW-E GLASS FLOOR ZONE COLORBACK SPANDREL REDUCED VISION GLASS AREA TO MINIMIZE WESTERN SOLAR HEAT GAIN MONOLITHIC HEAT STRENGTHENED GLASS AMORPHOUS SILICON PV GLASS ALUMINIUM MULLIONS & TRANSOMS SAFETY GLASS BALUSTRADE WITH HANDRAIL STRUCTURAL STEEL MAST WITH CANTILEVER CONNECTION NORTH WEST NOT TO SCALE EXPLODED PODIUM FACADE DOUBLE-SKIN FACADE DOUBLE-SKIN FACADE STRUCTURAL GLASS PANEL AUTOMATED BLINDS DOUBLE-GLAZED LOW-E GLASS FLOOR ZONE COLORBACK SPANDREL REDUCED VISION GLASS AREA TO MINIMIZE WESTERN SOLAR HEAT GAIN MONOLITHIC HEAT STRENGTHENED GLASS AMORPHOUS SILICON PV GLASS ALUMINIUM MULLIONS & TRANSOMS SAFETY GLASS BALUSTRADE WITH HANDRAIL STRUCTURAL STEEL MAST WITH CANTILEVER CONNECTION NORTH WEST NOT TO SCALE EXPLODED PODIUM FACADE DOUBLE-SKIN FACADE DOUBLE-SKIN FACADE PODIUM FACADE TYPICAL PLAN CONNECTION 1 1:20 DOUBLE SKIN FACADE EXPLODED AXONOMETRIC 2 NOT TO SCALE CROWN FACADE EXPLODED AXONOMETRIC 3 NOT TO SCALE 300 200 3000 STRUCTURAL GLASS PRIMARY TRUSS SPIDER FITTING VERTICAL MULLIONS SECONDARY TRUSS A3.3: FACADE CONCEPT DIAGRAMS & 3D MODELLING TUTORIAL: 21 (GROUP KHUE THUY MAI NGUYEN 1063855SCALE: Refer to each drawing SHEET SIZE: STRUCTURAL GLASS PANEL AUTOMATED BLINDS DOUBLE-GLAZED LOW-E GLASS FLOOR ZONE COLORBACK SPANDREL REDUCED VISION GLASS AREA TO MINIMIZE WESTERN SOLAR HEAT GAIN MONOLITHIC HEAT STRENGTHENED GLASS AMORPHOUS SILICON PV GLASS ALUMINIUM MULLIONS & TRANSOMS SAFETY GLASS BALUSTRADE WITH HANDRAIL STRUCTURAL STEEL MAST WITH CANTILEVER CONNECTION NORTH WEST NOT TO SCALE EXPLODED PODIUM FACADE 1 DOUBLE-SKIN FACADE DOUBLE-SKIN FACADE STRUCTURAL GLASS PANEL AUTOMATED BLINDS DOUBLE-GLAZED LOW-E GLASS FLOOR ZONE COLORBACK SPANDREL REDUCED VISION GLASS AREA TO MINIMIZE WESTERN SOLAR HEAT GAIN MONOLITHIC HEAT STRENGTHENED GLASS AMORPHOUS SILICON PV GLASS ALUMINIUM MULLIONS TRANSOMS SAFETY GLASS BALUSTRADE WITH HANDRAIL STRUCTURAL STEEL MAST WITH CANTILEVER CONNECTION NORTH WEST NOT TO SCALE EXPLODED PODIUM FACADE 1 DOUBLE-SKIN FACADE DOUBLE-SKIN FACADE PODIUM FACADE TYPICAL PLAN CONNECTION 1 1:20 DOUBLE SKIN FACADE EXPLODED AXONOMETRIC 2 NOT TO SCALE CROWN FACADE EXPLODED AXONOMETRIC 3 NOT TO SCALE 300 200 3000 STRUCTURAL GLASS PRIMARY TRUSS SPIDER FITTING VERTICAL MULLIONS SECONDARY TRUSS A3.3: FACADE CONCEPT DIAGRAMS & 3D MODELLING KHUE THUY MAI NGUYEN 1063855SCALE: Refer to each drawing 45
ALUMINIUM MULLION IN POWDERCOATED DURALLOY CHARCOAL
ANODIZED ALUMINIUM VERTICAL FINS
DOUBLE GLAZING WITH LAMINATED GLASS
ALUMINIUM TRANSOM IN POWDERCOATED DURALLOY CHARCOAL HANDRAIL IN BRUSHED GUNMETAL
ANODIZED ALUMINIUM VERTICAL FINS
ANODIZED ALUMINIUM VERTICAL FINS
DOUBLE GLAZING WITH LAMINATED GLASS
DOUBLE GLAZING WITH LAMINATED GLASS
ALUMINIUM TRANSOM IN POWDERCOATED DURALLOY CHARCOAL
ALUMINIUM TRANSOM IN POWDERCOATED DURALLOY CHARCOAL
TAPERED STAINLESS STEEL COLUMN W/PROTECTIVE COATING AND WELDED BASE PLATE
TAPERED
PAVERS ON ADJUSTABLE PEDESTALS
PAVERS ON ADJUSTABLE
LAMINATED SAFETY GLASS IN LIGHT GREY
LAMINATED SAFETY GLASS IN LIGHT GREY
HANDRAIL IN BRUSHED GUNMETAL
HANDRAIL IN BRUSHED GUNMETAL
PARAPET CAPPING POWDERCOATED IN DARK GREY
IN DARK GREY
LAMINATED SAFETY GLASS IN LIGHT GREY LOW-E DOUBLE GLAZED VISION
BOLTED CONNECTION PLATE
STEEL EDGE BEAM WITH VERMICULITE SPRAY FOR FIRE PROTECTION
LOW-E DOUBLE GLAZED VISION PANEL
COATING
HORIONZTAL STEEL MEMBERS SUPPORTING TAPERED STEEL COLUMNS
STEEL
SUPPORTING TAPERED STEEL COLUMNS
ANCHOR BASE PLATE
TAPERED STAINLESS STEEL COLUMN W/PROTECTIVE COATING HANDRAIL IN BRUSHED GUNMETAL
IN BRUSHED
ANCHOR BOLTS 20 mm LAMINATED SAFETY GLASS IN LIGHT GREY
150015001500150015001500 ANCHOR BOLTS 20 mm LAMINATED SAFETY GLASS IN LIGHT GREY
ALUMINIUM TRANSOM IN POWDERCOATED DURALLOY CHARCOAL
ALUMINIUM TRANSOM IN POWDERCOATED DURALLOY
DOUBLE GLAZING WITH LAMINATED GLASS
DOUBLE GLAZING WITH LAMINATED GLASS
GF 01 10000 02 20000 03 28000 04 32000 05 36000 06 40000 07 44000 08 48000 09 52000 10 56000 11 60000 12 64000 13 68000 14 76000 15 80000 16 84000 17 88000 18 92000 19 96000 20 100000 21 104000 22 108000 23 112000 24 116000 25 120000 26 124000 27 128000 28 132000 29 136000 30 HOTEL LOBBY 140000 31 145000 32 148500 33 152000 34 155500 35 163500 36 171500 37 175000 38 178500 39 182000 40 185500 41 189000 42 192500 43 196000 44 199500 45 203000 TOP OF CROWN 225000 TOP OF SKY BAR 212000 46 206500 11 16800 7500450060005400600045007500 16800 18000 OVERALL WEST ELEVATION 1 1:300 PODIUM FACADE RENDER 2 NOT TO SCALE TYPICAL DOUBLE SKIN FACADE RENDER 3 As a glazing-reduction strategy, incorporating colourback glass spandrel in an alternating pattern creates CROWN FACADE RENDER 4 NOT TO SCALE Facade Module Curtain Wall 1500 mm Structural Glass 3000 mm ESD Active Strategy Integrated PV curtain wall panel Passive Strategy Double skin facade with automated blinds GENERAL INFORMATION A3.1: ELEVATIONS TUTORIAL: 21 (GROUP F) KHUE THUY MAI NGUYEN 1063855SCALE: Refer to each drawing SHEET SIZE: A1 ALUMINIUM MULLION IN POWDERCOATED DURALLOY CHARCOAL ANODIZED ALUMINIUM VERTICAL FINS DOUBLE GLAZING WITH LAMINATED GLASS ALUMINIUM TRANSOM IN POWDERCOATED DURALLOY CHARCOAL HANDRAIL IN BRUSHED GUNMETAL LAMINATED SAFETY GLASS IN LIGHT GREY LOW-E DOUBLE GLAZED VISION PANEL COLORBACK SPANDREL PANEL STACK JOINT POWDERCOATED
150015001500150015001500 TYP. MODULE 150015001500150015001500 3500 3500 3500 2400 1500
150015001500150015001500
3000 3000 3000
SLEWING CRADE (2-PERSON) FIXED SPREADER BAR 1 : 50 PARTIAL SECTION 04 SKY FLOOR 9 1 50 PARTIAL PLAN 02 1 : 50 PARTIAL ELEVATION FIXED BMU SYSTEM WITH TELESCOPE JIB 01 NOT TO SCALE ISOMETRIC VIEW 05 3000mm SLEWING CRADLE
MEMBERS SUPPORTING TAPERED STEEL COLUMNS 04 A4.5 06 A4.5 4 A4.5
HORIONZTAL STEEL
PANEL COLORBACK
PANEL STACK JOINT POWDERCOATED IN DARK GREY 150015001500150015001500 TYP. MODULE 150015001500150015001500 3500 3500 3500 2400 1500
SPANDREL
CHARCOAL
STEEL
W/PROTECTIVE
HANDRAIL
GUNMETAL
HORIONZTAL
MEMBERS
TAPERED STAINLESS
COLUMN
ANCHOR BASE PLATE
3000 3000 3000
PEDESTALS
VISION PANEL
LOW-E DOUBLE GLAZED
BASE PLATE
CAPPING POWDERCOATED IN DARK GREY
FIRE PROTECTION
PLATE SLEWING CRADE FIXED SPREADER BAR 1 : 50 PARTIAL SECTION 04 9 1 50 PARTIAL PLAN 02 1 : 50 PARTIAL ELEVATION FIXED BMU SYSTEM WITH TELESCOPE JIB 01 NOT TO SCALE ISOMETRIC VIEW 05 3000mm SLEWING CRADLE HORIONZTAL STEEL MEMBERS SUPPORTING TAPERED STEEL COLUMNS 04 A4.5 06 A4.5 4 A4.5 09_overall west elevation
elevation of crown facade
the
STAINLESS STEEL COLUMN W/PROTECTIVE COATING AND WELDED
PARAPET
STEEL EDGE BEAM WITH VERMICULITE SPRAY FOR
BOLTED CONNECTION
12_partial
13_BMU system on
crown
of
10_partial elevation
crown facade
46
11_partial section of crown facade
50 THANK YOU