Jasmin Goldberg_Architecture Folio by jasmin_goldberg

Jasmin Goldberg

Architecture + Urban Design: Reclaiming the Underpass

goldbergj@student.unimelb.edu.au 0406294195

Tarwewijk, Rotterdam Zuid, Netherlands Semester 1, 2020, Third Year, Masters Exchange at TU Delft (H1:85) Individual work

EDUCATION The University of Melbourne MASTERS OF ARCHITECTURAL ENGINEERING WAM:85.8 [First Class Honours] Scholarships & Awards: Melbourne School of Engineering Foundation Scholarship, Deans’ Honours Award (2018, 2019). Experiences: Semester’s exchange at TU Delft (2020), Melbourne Global Scholars Award (2020), Travelling Architecture Studio to Java, Indonesia (2019), Participant in Engineers Without Borders Humanitarian Design Summit in Cambodia (February, 2019). The University of Melbourne BACHELOR OF ENVIRONMENTS (CIVIL SYSTEMS) WAM: 85.8 [First Class Honours] Scholarships & Awards: Dean’s Honours Award (2014, 2015, 2017), Melbourne Global Scholars Award (2016), University of Melbourne Transition Scholarship (2014) Experiences: Exchange at the University of Edinburgh (2016)

‘17-Present

The basin Studio: a celebration of suburban oddities 2014-‘17

Miller Park, The Basin, Melbourne Semester 2, 2020, Third Year, Masters (H1:86) Individual work

WORK EXPERIENCE XLam Australia Pty Ltd. UNDERGRADUATE ENGINEERING Working on sustainable mass timber building solutions with an innovative and ground breaking firm with my main duties including working on feasibility studies, working closely with interested architects to develop early concepts, assisting with research and development and facilitating holistic solutions incorporating multiple built industries. Kirbys Design Architects UNDERGRADUATE ARCHITECTURAL STUDENT Working with a boutique architecture firm to deliver innovative and forward thinking projects, with a focus on aging in pace, environmental sustainable design and client driven results. Lendlease Engineering UNDERGRADUATE ENGINEERING INTERN Internship which provided experience working on tenders as part of the Design and Construct-Estimation team, including doing quantity and take off for the OSARs Western Package Tender. Engineers Without Borders, University of Melbourne Chapter SECRETARY (2019, 2020), MARKETING MANAGER (2018) + SCHOOL OUTREACH LEADER (2017-2020) Control of social media and additional marketing material including responsibility for weekly newsletter and taking of meeting minutes, organise team meetings and responsible for logistics between different teams; as well as “Regioneering” Roadshow leader, leading a team of four with which I ran four different engineering workshops at rural and under-represented schools in the Gippsland, Bendigo and Shepparton regions. CCB Envico Pty Ltd UNDERGRADUATE ESTIMATOR (INTERN POSITION) Working in a construction company doing procurement, tendering and administration for local water, and international infrastructure, projects. COMPETENCIES Microsoft Office, Adobe Creative Suite, AutoCAD, Rhino, Grasshopper, SpaceGass, MATLAB

July ‘18 - Dec ‘20

Indonesia Traveling Studio: Pulang kampung Banks of the Cikipundung River

Nov ‘17-July ‘18

April - July ‘17

Semester 2, 2019, Second Year, Masters (H1: 80) Individual work

STUDIO b: rethinking the apartment Corner Chapel and Eastborne Streets, Windsor, Melbourne

Mar ‘17- Present

March ‘17

Semester 2, 2018, First Year 300 Point Masters (H2A:79) Group work with Jack Halls, Sophie Gearon and James Robertson; responsible for overall floor plans, concept generation, studio floor plan and overall sections as well as review of peers’ work

ARCHITECTURAL TECHNOLOGY Fictional Wye River site + cnr. Exhibition and LaTrobe Street, Melbourne Semester 2, 2018, First Year, Masters + Semester 1, Second Year, Masters (H1: 90+84) Group work with Jack Halls, William Shaw and Bas Rojiers; responsible for architectural details shown, assistance with model manufacture , concept generation and review of peers’ work.

reclaiming the overpass

-201

Investigative mapping, identifying the main artery, existing spaces for play, stay, commercial and community use that the opportunities to break up the urban fabric for greater pedestrian circulation.

Example typologies for laneways to break up the urban fabric; a) playful “wave” parasitic seating, b) shaded seating opportunities for stay and gathering, c) extended balconies for community use, d) outdoor seating, kiosks and place for local business.

Examples of “parasitic” typologies that cling onto existing, underutilised rail overpass infrastructure; a) parasitic merry-goround for play , b) simple seating opportunities for stay, c) public library for community use, d) commercial opportunities.

20m

The Parts

Small(er) Scale

large

Large Scale

The Application

High volume nodes

large

Creation of network Artery + tentacles + nodes

Laneways

Re-framing street for pedestrians

Micronodes

Activating the artery As a linear parkway

Street furniture

Medium nodes

small

Micronodes small

This studio focused on a large area of Rotterdam Zuid, and the focus of my particular project was to intervene in the edges of the suburb, Tarwewijk, to improve the neighbourhood as a whole. My specific site was Mijnsherelaan, a significant artery connecting transport and community hubs of Maashaven and Zuidplein with an existing rail overpass. The main issues in Tarwewijk are the underutilisation of public space and the absence of human scaled design. My proposal was therefore to create a linear pedestrian-centred artery that knits both revitalised space, and space reclaimed from the car, into a network that “zips” together the fragmented neighbourhood and meets future needs for appealing and usable public space.

02 Master plan, identifying the different “volume” and function of proposed nodes as fitting within the identified current needs and activities. 0

20m

This is intended to occur through the conversion of Mijnsherelaan into a linear parkway with urban interventions as follies and points for stay and community gathering. The proposed interventions are viewed as a catalogue. Firstly, there are the large-scale parts consisting of infrastructural changes; reframing the street for pedestrians and activating the artery through greenery. The small-scale parts feed into the nodes and are typologies for laneways, micronodes and street furniture that fit into the thematic categories of play, stay, community and commercial to meet user needs.

1:250

These typologies are applied along the overpass to create different “volumes” of reclaimed space. The different intensities depend on the node’s proximity to existing services, the needs of the micro-area and the expected volume of pedestrian flow. This catalogue of typologies, and their application to nodes of different intensities, hopes to reclaim both underutilised and car-centric space into lively and interesting places that serve the neighbourhood’s needs and provide opportunities for stay, interaction and triangulation that enhance public life and improve the mental image of Rotterdam Zuid. Play

Stay

Community

Commercial

reclaiming the overpass

-3-

01 Example plan of medium node for “play”

Example plan of “high volume” node for commercial use

Perspective render of medium play node

Perspective render of high volume node

a celebration of suburban oddities

-4-

3 1

The Basin Studio set to explore the series of peculiar and quintessentially suburban intersections and buildings within the outer Melbourne suburb. Through my project I attempted explore how architecture can navigate the complex terrain of site, identity and memory in the context of the ordinary and suburban. The Basin embodies many of the idiosyncrasies that are emblematic of the Australian suburbs, however it’s unique location at the foot of the Dandenong Ranges brings forth the difficult condition of topography that encourages further characteristics of inconsistency and contradiction. The intersection of Liverpool Road & Mountain Highway is fragmented. Without an outward projection, the intersection exhibits no pride or collectivity, despite containing footy ovals, the school and a scattering of other leisure facilities that are the cornerstone of suburbia. My design project, hoped to unify this intersection by connecting the two existing sporting ovals as the lifeblood of the suburb, and an anchorage for suburban pride. A pool, along with a cluster of community and leisure facilities, acts as the great (suburban) public space, a space for social gathering, gossip and a stage for events and memories.

Landscaped seating Outdoor terrace Kiosk service window Kiosk servery Kiosk store room Pool Framed courtyard Pre-game room Female change room Male change room Outdoor showers Sauna

8 6

Retaining wall acts as edge condition? no one would need to traverse the south side anyway.... Retaining wall acts as edge condition? no one would need to traverse the south side anyway....

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

7 11

Lower Floor Plan 0

A singular roofing structure collates the various buildings, which rise, sink and carve into the landscape, exploiting and celebrating the unique topography of the site. The design also takes from observed contrasts in the Basin - heavy and light, seen and unseen, rise and fall, exposure and enclosure - to create a centre for celebration, not only of suburban life in general, but the uniqueness and beauty of the Basin context and the conditions created out of its navigation.

3 1

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

Landscaped seating Outdoor terrace Collision space Trafficable roof/viewing platform Pool Framed courtyard Pre-game room Community hall/gathering space Outdoor showers Paved patio Pump & store room Trafficable roof/viewing platform

7.5m

a 10

01 Corner perspective of “pre-game” room 02

Corner perspective of pool 03 Context map and project placement

Upper Floor Plan 03

100m

7.5m

a celebration of suburban oddities

-5-

01 04

Section 1 0

Section a

02 Section 2 0

05 Detailed Section A & B 0

Section 3 0

Section b 0

0.5

pulang kampung

-6-

The Indonesian Traveling Studio’s main theme of exploration was the “city in-between”, with our final design outcomes aiming to foster a more inclusive urbanism and spatial configuration between the existing at risk informal settlements (known as kampungs), and the formal developed city of Bandung. Occurring as a mutli-disciplinary studio involving students of architecture, landscape architecture, urban planning and urban design from The University of Melbourne, The University of Stuttgart and the Institut Teknologi Bandung, the core of the studio was a two week fieldwork investigation and analysis in Bandung, from which we uncovered the strategy for our own personal design projects.

Despite their long-standing existence, the river edge kampungs of Bandung have been under constant threat of eviction, disguised as either urban renewal, environmental protection, or meeting the need for public open green space. This project aimed to highlight that the eastern riverbank within the kampung, already provided public space and environmental treatment of the river edge. Unlike previous government campaigns for open space, this proposal aims to show public space does not need to be carved out to the detriment and displacement of the urban poor but existing space can be “seized” and adapted for new use. A core part of my design proposal was an in-situ upgrading of the existing fishing club to become an open, permeable public space that is an alternative to Teras Cikapundung, a new development that displaced an existing kampung settlement in the name of providing public space which goes underutilised in Bandung’s harsh climate. Acting as a leisure community centre, framed within current kampung usage, stepped seating that relates to the river enables connection with the lifeblood of the city which is often ignored and mistreated. This seating also facilitates gathering of residents by the observed methods of trade, gossip and leisure, surrounded by existing urban farming. This aims to demonstrate the knowledge the kampung holds in how to relate to the river and establishes this knowledge as important urban heritage of Bandung that should be preserved.

Perspective of community gathering space

Perspective of stepped seating platforms

Perspective of existing fishing club

04 0

Proposed fishing club floor plan

pulang kampung

-701

The second intervention that is part of this speculative scheme is a set of adaptive street furniture that aims to spatialise the existing social relationship between the kampung and the Sabuga, a ceremonial hall and central meeting space for Bandung’s middle class. A series of these interventions, placed around the Saubga, aims to draw this social relationship closer to the river edge and thus through the kampung. Taking from the existing methods of gathering and appropriation of structure, viewed throughout fieldwork, the idea is that these structures form non-invasive follies that encourage exploration of the kampung, but can also be reclaimed by the inhabitants for commercial or social uses. The combination of these two interventions hopes to create a sense of “kampung halaman” or the idea of “birthplace”, with the western bank representing the existing residential “kampung”. The eastern bank signifies, “halaman,” or the spatial relation to home, expressed through leisure and “pelesiran” or pleasure. This already exists, but with the creation of better viability and accessibility, this intervention hopes to reinstate Cikapundung and its neighbouring kampungs as the soul of Bandung and the birthplace of the city.

ik S.C

u ap

01 Parklet in sabuga converted for informal trade 02

Intervention located amongst existing informal kiosks

Masterplan of intervention placement and expected movement patterns

03 Seating placed on the banks of the Cikapundung, overlooking the kampung

60m

rethinking the apartment

-8-

SOUTH ELEVATION 1:100

South elevation

WEST ELEVATION 1:100

West elevation

WEST ELEVATION 1:100

SOUTH ELEVATION 1:100

EAST ELEVATION 1:100

East elevation

For this design studio we worked in teams to create a medium density, mixed-use apartment building for the corner of Chapel Street and Eastborne Street, over a heritage pub. Challenges included the incorporation of the existing heritage site, the associated planning restrictions, and filling a void in the current offerings of apartments in the area. My group decided to tackle the issue of lack of open space available in apartment buildings through the design of a unique “courtyard apartment” type in which occupants must walk through their balcony to get to their bedrooms, making the balcony an open living space and thoroughfare rather than the often unused 10m2 balcony which is the standard offering in apartment buildings. This courtyard can then be shut off from the elements in winter to become a “sun room” of sorts.

G WEST ELEVATION 1:100

EAST ELEVATION 1:100

02 Building section

These courtyard apartments tessellate together to make the wider form of the building, with a mezzanine studio also incorporated to increase density and attract a demographic of young single professionals or childless couples. A brick massing at the bottom of the apartment complex forms the mixed use space providing storage area for the pub, a bicycle shop and access to a gym.

NORTH ELEVATION 1:100

rethinking the apartment

-9-

03 Typical mezzanine studio floor plan

04 Typical 3 bedroom apartment floor plan

Ground floor overall floor plan

Level 1 overall floor plan

05 0

Typical 2 bedroom apartment floor plan

architectural technology

-10-

The design work for this subject required the integration of an original facade treatment onto a 10m3 “Monad” house. Our chosen response evolved from a hypothetical site at Wye River where red gum was selected for regional appropriateness. The “V” profiles are applied to the structure through the use of a custom steel hanging profile that enables the various rotation of the “V” profile to reveal voids and fenestration in the structure. The base of the building is comprised of a regional bluestone tiling which also adheres to the “V” profile of the timber for formal continuity throughout the building. This subject encouraged us to explore the intricacies of architectural detailing and was an introduction to the conventions of construction drawing.

01 Birds eye view of 1:50 model with removable roof 02 Internal view of 1:50 model, Level 2 03 North-west perspective of 1:50 model 04 Northern facade of 1:50 model 05 North east facade of 1:50 model

architectural technology

-11-

01 Architectural section (1:75 @ A4)

02 0

Detailed plan of facade (1:10 @ A4)

0.1m

LOUVRES AS PART OF A 2 PART DRAINED VENTILATION SYSTEM

-12-

architectural technology

STACK JOINT BETWEEN UNITISED PANELS

1000WB322 ATTACHED TO STEEL COLUMN THROUGH PRE-WELDED SPLICE PLATE, PRIMARY STRUCTURE STEPS BACK 135 PER STOREY TO ACCOMMODATE FOR BUILDING TAPER, FIRE PROTECTED WITH INTUMESCENT PAINT

VERTICAL LOUVRECLAD JUPITER SERIES VENTILATION LOUVRES AS PART OF 2 PART DRAINED VENTILATION SYSTEM

2 A5.2

RL +269.10 LVL 65

SCREED AT 1:100 FALL DRAINING TO FLOOR WASTE

FLASHING FOR INTERNAL DRAINAGE OF VERTICAL LOUVRES TO FLOOR WASTE, SUPPORTED BY ALUMINIUM SECONDARY STRUCTURE SMOKE SHIELD

ALUMINIUM SHADING FIN ROTATED 45 DEGREES TOWARDS SOUTH FOR MAXIMUM PASSIVE SYSTEM PERFORMANCE

Final model of tower exposing both structure and facade

02 Tower process diagram

PAN EL

ROCKWOOL CURTAINROCK INSULATION 45X165 ALUMINIUM TRANSOM

MECHANICAL SERVICES DUCT RAKED 700WB173 ENCASED IN CONCRETE FOR FIREPROOFING 816X700 TOTAL DIMENSIONS

390

0x1

500

3X3900X525 TAPERING ALUMINIUM FINS ROTATED 45 DEGREES TO THE SOUTH FOR MAXIMUM SHADING FOR DEPTH

150X90 ALUMINIUM MULLION

IGU VISION PANEL WITH GRADIATED COPPER CONTENT FOR COLOUR CHANGE

12MM PILE CARPET 8MM DUNLOP REBOUNDED UNDERLAY

ALUMINIUM SILL EXTRUSION WITH ALUMINIUM CAPPING

RL +265.20 LVL 64

3 A5.2

SLOTTED DOG LEGGED FIXING BRACKET FOR TOPHUNG PANEL, FIXED INTO SLAB THROUGH HALFEN CAST IN CHANNEL

COLOUR-BACKED IGU SPANDREL PANEL, (BIPV IN SPANDRELS ON EASTERN FACADE) BLIND PELMET STRUCTURAL VERTICAL STRENGTHENING PLATE TO SUPPORT FIN IF KNOCKED BY

SQUARE BMU,CORE WITH RIVET FIXINGS + LIFT FALL

1 -

WESTERN FACADE ELEVATION 1500

SCALE 1:50 @ A2

1500

SQUARE VOLUME

SECTION

SCALE 1:50 @ A2

SHIFTED VOLUMES

Z-AXIS ROTATION

THREE DIRECTIONAL SHEARING

HALFEN CAST IN CHANNEL AND DOG LEGGED BRACKET FOR ADJUSTABLE TOP HANGING OF PANELS

STANDARD UNITISED PANEL ON SOUTHERN FACADE WITHOUT FIN AS NO NEED FOR SHADING ON SOUTHERN FACADE

A5.2

SLAB EDGE WITH NOMINAL 50-70MM GAP FROM PANEL SYSTEM

TRANSOM BEYOND ALUMINIUM MULLION

IGU VISION PANEL

4 10X3900X525 ALUMINUM FINS FOR PASSIVE SHADING OF WESTERN FACADE

700WB173 STEEL COLUMN ENCASED IN CONCRETE FOR FIRE PERFORMANCE

PLAN OF TYPICAL TOWER FLOOR

SCALE 1:50 @ A2 200SHS AS STRUCTURAL SUPPORT FOR SECONDARY LOUVRE SYSTEM

Exploded axonometric of curtain wall system

LOUVRECAD ELLENBOROUGH SERIES HORIZONTAL DRAINED LOUVRE AS PART OF 2 PART VENTILATION SYSTEM, SET BACK AND FLASHED FOR WEATHER PERFORMANCE

8 7

As a follow up to the Monad House we were then to design, from the floor plate up, a “luxury” office skyscraper located in Melbourne CBD. Our chosen response was to create the Naarm Tower, whose crossed over, “twisted” appearance (as achieved through a subtle taper floor to floor), enhances as well as compliments the Melbourne skyline. The tower ensures that the client’s GFA targets were met while still ensuring adequate light penetration into all spaces and building stability. The facade was envisioned as a having a restrained green colour fade, darkest at the top and lighter at the base (achieved through varying the iron content), with perforated copper screens (finished with a chemical patina to enhance oxidation) 4 added in narrow strips to expose the tapering form. -

This subject encouraged us to explore the additional challenges that come with detailing and designing high rise structures, with consideration of load paths, wind and both passive and active environmental mitigation strategies. 3

PLAN OF MECHANICAL FLOOR

A5.2 6

3 1

STANDARD FLOOR PANEL (WITH FIN) FIN) STANDARD PANEL (WITH

TRANSOM BEYOND

ALUMINIUM MULLION

IGU VISION PANEL

10X3900X525 ALUMINUM FINS FOR PASSIVE SHADING OF WESTERN FACADE

VERTICAL LOUVRECAD JUPITER SERIES VENTILATION LOUVRES AS PART OF 2 PART VENTILATION SYSTEM

700WB173 STEEL COLUMN ENCASED IN CONCRETE FOR FIRE PERFORMANCE

tapering aluminium with BIPV TAPERING ALUMINIUMfin FINshading SHADING WITH BIPV

aluminum transom ALUMINIUM TRANSOM

vision panel VISION PANEL(IGU) (IGU)

aluminium mullions ALUMINIUM MULLIONS

spandrel panel backed IGU) SPANDREL PANEL(colour (COLOUR BACKED IGU)

aluminium transom ALUMINIUM TRANSOM

aluminium stack ALUMINIUM STACKjoint JOINT

9 4 3 2

hanging brackets HANGING BRACKETS

MECHANICAL FLOOR VENTILATED PANEL (WITHOUT MECHANICAL FLOOR VENTILATED PANEL FIN)

(WITHOUT FIN)

vertical louvre system VERTICAL LOUVRE SYSTEM

drained horizontal louvres DRAINED HORIZONTAL LOVURES

SHSSTRUCTURAL structural support to TO louvres SHS SUPPORT LOUVRES

ASSIGNMENT 4

5 -

ISOMETRIC OF SOUTH-WEST CORNER

SCALE 1:200 @ A2

DRAWING NAME:

TOWER GENERAL ARRANGEMENT

11/05/2019

PETER NEAL ARCHITECTURAL TECHNOLOGY

ABPL90118

architectural technology

-13RL +345.00 TOC

RL +331.50 CROWN LMR

200SHS AT 1500 CTS. TO PROVIDE STRUCTURAL SUPPORT TO SECONDARY LOUVRE SYSTEM IN ELEVATION BEYOND

30MM STACK JOINT CUSTOM ALUMINIUM EXTRUSIONS WITH PRESSURE EQUALISED CHAMBER AS WEATHER PROOFING MECHANISM

CROWN

VERTICAL STRUCTURAL SUPPORT TO FINS TO PREVENT DEFORMATION AND PROVIDE SUPPORT

21300

LOUVRECAD ELLENBOROUGH SERIES DRAINED LOUVRES AS PART OF 2 PART VENTILATION SYSTEM

ALUMINIUM BOTTOM PLATE EXTRUSION FOR MOUNTING VERTICAL LOUVRE SYSTEM

RL +323.70 LVL 79 RL +319.80 LVL 78 RL +315.90 LVL 77

LOUVRECAD ELLENBOROUGH SERIES HALFEN CHANNEL EQUAL DRAINED LOUVRESWELDED AS PARTONTO OF 2 PART ANGLE TO ALLOW FOR HORIZONTAL VENTILATION SYSTEM ADJUSTMENT OF FACADE PANEL

VERTICAL LOUVRECAD JUPITER SERIES VENTILATION LOUVRESDOG-LEGGED AS PART OF 2HANGING PART DRAINED VENTILATION SLOTTED SYSTEM FOR TOP HUNG PANEL BRACKET ALUMINIUM MULLION, IN ELEVATION, HOOK-ON BRACKET, TYPICAL FIXED HOLDING COLOURBACKED GLAZED PANEL TO MATCH THAT OF TYPICAL OFFICE FLOORS AT TOP WITH M12 BOLTS, SCREWED TO BACK OF MULLION THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE RAKED 700WB173 STEEL COLUMN ENCASED IN CONCRETE FOR FIREPROOFING (816X700 TOTAL PROFILE DIMENSIONS) IN ELEVATION BEYOND

HALFEN CHANNEL WELDED ONTO EQUAL 200SHSTO ATALLOW 1500 CTS. PROVIDE STRUCTURAL ANGLE FORTO HORIZONTAL SUPPORT TO OF SECONDARY LOUVRE SYSTEM ADJUSTMENT FACADE PANEL

SECTION DETAIL OF STACK JOINT MID MECH FLOOR SCALE 1:10 @ A2

EQUAL ANGLE ONTO FACE OF INTERNALLY PFC, FLASHING TO WELDED DRAIN ENTRANT WATER FIRE PROTECTED INTUMESCENT PAINT TO FLOOR WASTEWITH SUPPORTED BY SECONDARY ALUMINIUM STRUCTURAL FRAMING (1:100 FALL) 300PFC FOR HANGING FACADE MID MECH FLOOR, FIRE PROTECTED WITH INTUMESCENT BLOCKING AT 1500 CTS. TO ALLOW FOR INTERNAL PAINT DRAINING OF ANY ENTRANT WATER

SCALE 1:10 @ A2

RAKED 700WB173 STEEL COLUMN ENCASED IN CONCRETE FOR FIREPROOFING (816X700 TOTAL PROFILE SLOTTED DOG LEGGED BRACKET DIMENSIONS) INPANEL ELEVATION BEYOND FOR TOP HUNG IGU SPANDREL PANEL OF COLOURBACKED, VERTICAL LOUVRECAD JUPITER SERIES VENTILATION LAMINATED, GLASS (3MM SOLID FRITT LOUVRES ASTOUGHENED PART OF 2 PART DRAINED VENTILATION BLOCKING PROVIDE REQUIRED LAYER) VISUALLY MATCH VISION PANEL WITH BIPV SYSTEMTO TO ANGLE TO LOUVRE SYSTEM ALUMINIUM MULLION, IN ELEVATION, HOLDING COLOURBACKED 90MM ROCKWOOL RIGID BOARD CEILING GLAZED PANEL TO MATCH THAT OF TYPICAL OFFICE FLOORS INSULATION BETWEEN CONDITIONED AND NON-CONDITIONED FLOORS

RL +273.00 LVL 66 RL +269.10 LVL 65 RL +0.00 GF

RL +265.20 LVL 64 RL +261.30 LVL 63 RL +0.00 GF

RL +257.40 LVL 62 RL +0.00 GF

RL +249.60 LVL 61 RL +245.70 LVL 60 RL +0.00 GF

RL +241.80 LVL 59 RL +237.90 LVL 58 RL +234.00 LVL 57 RL +0.00 GF

RL +230.10 LVL 56 RL +0.00 GF

RL +226.20 LVL 55 RL +222.30 LVL 54 RL +0.00 GF

RL +218.40 LVL 53 RL +214.50 LVL 52 RL +0.00 GF

RL +210.60 LVL 51 RL +206.70 LVL 50 RL +0.00 GF

RL +202.80 LVL 49 RL +198.90 LVL 48 RL +0.00 GF

RL +195.00 LVL 47 RL +191.10 LVL 46

LIQUID MEMBRANE SCREED LAYER WITH 1:100 FALL DRAINING TO RONDO ADJUSTABLE CEILING SUSPENSION ROD FLOOR WASTE (121) CONCRETE HOB TO RAISE VENTILATION SYSTEM FOR INTERNAL DRAINING TO FLOOR 700WB173 WASTE STEEL BEAM AT 3000 CTS FOR EFFICIENT SPANNING OF BONDEK SLAB. WITH STIFFENING PLATE TO ALLOW RETICULATION OF BEAM FOR SERVICES

RL +0.00 GF

LMR

7800

SECTION DETAIL OF STACK JOINT, MECH FLOOR

IGU SPANDREL PANEL OF COLOURBACKED, 360UB56.7 TOTOUGHENED PROVIDE SUPPORT TO SOLID FRITT LAMINATED, GLASS (3MM CANTILEVER OF SLAB,MATCH FIRE PROTECTED LAYER) TO VISUALLY VISION PANEL WITH BIPV WITH INTUMESCENT PAINT

RL +187.20 LVL 45 RL +183.30 LVL 44 RL +0.00 GF

RL +179.40 LVL 43 RL +0.00 GF

RL +171.60 LVL 42

BONDWEDGE SUSPENDED CEILING CLIP

SCALE 1:10 @ A2

RL +167.70 LVL 41 RL +0.00 GF

90MM ROCKWOOL RIGID BOARD CEILING INSULATION BETWEEN CONDITIONED AND NON-CONDITIONED FLOORS

RL +167.70 LVL 40

TOUGHENED GLASS WITH GRADIATED COPPER

SLOTTED DOG-LEGGED HANGING BRACKET HALFEN CAST IN CHANNEL WELDED TO STEEL SLAB EDGE 8MM DUNLOP REBOUNDED UNDERLAY 12MM PILE CARPET FLOORING 130MM THICK BONDEK SLAB

IGU SPANDREL PANEL OF COLOURBACKED, LAMINATED, TOUGHENED GLASS (3MM SOLID IGU VISION PANEL WITH OF LAMINATED, FRITT LAYER) TO VISUALLY MATCH VISION PANEL TOUGHENED GLASS WITH GRADIATED COPPER WITH BIPV CONTENT FOR COLOUR CHANGE ALONG FACADE FIRESTOP CURTAIN ROCK FIRE RATED INSULATION 30MM STACK JOINT CUSTOM ALUMINIUM EXTRUSIONS SMOKE SHIELD STRUCTURAL SILICONE SEALANT

SECTION DETAIL OF STACK JOINT, MECH FLOOR SCALE 1:10 @ A2

SLOTTED DOG-LEGGED HANGING BRACKET HALFEN CAST IN CHANNEL WELDED TO STEEL SLAB EDGE 8MM DUNLOP REBOUNDED UNDERLAY 12MM PILE CARPET FLOORING 130MM THICK BONDEK SLAB

ALUMINIUM SILL EXTRUSION WITH ALUMINIUM COVER PLATE

RL +152.10 LVL 37 RL +148.20 LVL 36 RL +144.30 LVL 35 RL +0.00 GF

RL +140.40 LVL 34 RL +136.50 LVL 33 RL +0.00 GF

RL +132.60 LVL 32 SUSPENDED CEILING

RL +128.70 LVL 31

460UB82.1

RL +0.00 GF

RL +124.80 LVL 30

130 BONDEK SLAB

RL +120.90 LVL 29 1000WB322 EDGE BEAM

RL +0.00 GF

RL +117.00 LVL 28 RL +113.10 LVL 27 RL +0.00 GF

LMR

300PFC BRACING

7800

IGU SPANDREL PANEL OF COLOURBACKED, 10X3900X525 TAPERING ALUMINIUM FIN ROTATED 45 LAMINATED, TOUGHENED GLASS (3MM SOLID DEGREES FOR MAXIMUM SHADING ON WESTERN FACADE FRITT LAYER) TO VISUALLY VISION PANEL IGU VISION PANEL WITH OF MATCH LAMINATED, WITH BIPV TOUGHENED GLASS WITH 360UB56.7 STEEL BEAM TOGRADIATED SUPPORT COPPER FIRESTOP CONTENT FOR ALONG FACADE CANTILEVER OFCOLOUR BONDEKCHANGE SLAB BEYOND CURTAIN ROCK FIRE RATED INSULATION EDGEBEAM, FIRE PROTECTED WITH 30MM STACK JOINT INTUMESCENT SMOKE SHIELDPAINT CUSTOM ALUMINIUM EXTRUSIONS STRUCTURAL SILICONE SEALANT

RL +156.00 LVL 38

RL +0.00 GF

MID RISE

ALUMINIUM SILL EXTRUSION WITH ALUMINIUM COVER PLATE

RL +159.90 LVL 39

345000

STRUCTURAL SILICONE SEALANT

700WB173 STEEL BEAM AT 3000 CTS FOR EFFICIENT SPANNING OF BONDEK SLAB. WITH STIFFENING PLATE TO ALLOW RETICULATION OF BEAM FOR SERVICES

RL +0.00 GF

70200

360UB56.7 TO PROVIDE SUPPORT TO CONTENT FOR COLOUR CHANGE ALONG A4.2section Detail of stack joint, CANTILEVER OF SLAB, FIRE PROTECTED SCALE 1:10 @ A2FACADE WITH INTUMESCENT PAINT 30MM STACK mech floorJOINT CUSTOM ALUMINIUM EXTRUSIONS

RL +0.00 GF

MID RISE STRUCTURAL STEP COLUMNS ARE 800WB810 ENCASED IN 910X800 OF CONCRETE

02 2 PANEL SECTION DETAIL OF STACK JOINT, MECH FLOOR IGU VISION WITH OF LAMINATED,

RONDO ADJUSTABLE CEILING SUSPENSION ROD (121) MID RISE LIFE GROUP - CORE WALL THICKNESS = 450

ALUMINIUM SILL EXTRUSION WITH ALUMINIUM COVER PLATE

A4.2

RL +276.90 LVL 67

BONDWEDGE SUSPENDED CEILING CLIP

SLOTTED DOG LEGGED BRACKET FOR TOP HUNG PANEL

RL +280.80 LVL 68

RL +0.00 GF

SCREED LAYER WITH 1:100 FALL DRAINING TO FLOOR WASTE FLASHING TO DRAIN ENTRANT WATER INTERNALLY RONDO ADJUSTABLE CEILING SUSPENSION ROD TO FLOOR WASTE SUPPORTED BY SECONDARY ALUMINIUM (121) CONCRETE HOB TO RAISE VENTILATION STRUCTURAL FRAMING (1:100 FALL) SYSTEM FOR INTERNAL DRAINING TO FLOOR WASTE 700WB173 STEEL BEAM AT 3000 CTS FOR EFFICIENT BLOCKING AT 1500 CTS. TO ALLOW FOR INTERNAL SPANNING OF BONDEK SLAB. WITH STIFFENING PLATE TO DRAINING OF ANY ENTRANT WATER ALLOW RETICULATION OF BEAM FOR SERVICES

INSULATION BETWEEN CONDITIONED AND NON-CONDITIONED FLOORS

A4.2

RL +284.70 LVL 69

200SHS AT 1500 CTS. TO PROVIDE STRUCTURAL BONDWEDGE SUSPENDED LOUVRE CEILING CLIP SUPPORT TO SECONDARY SYSTEM LIQUID MEMBRANE

RAKED 700WB173 STEELBRACKET COLUMN ENCASED IN CONCRETE SLOTTED DOG LEGGED FOR FIREPROOFING (816X700 TOTAL PROFILE TOP HUNG PANEL DIMENSIONS) IN ELEVATION BEYOND IGU SPANDREL PANEL OF COLOURBACKED, LAMINATED, TOUGHENED GLASS (3MM SOLID FRITT 360UB56.7 TO PROVIDE SUPPORT TO LAYER) TO VISUALLY MATCH VISION PANEL WITH BIPV CANTILEVER SLAB, FIRE PROTECTED BLOCKING TOOF PROVIDE REQUIRED WITH INTUMESCENT PAINT ANGLE TO LOUVRERIGID SYSTEM 90MM ROCKWOOL BOARD CEILING

RL +288.60 LVL 70

HIGH RISE

200SHS AT 1500 CTS. TO PROVIDE STRUCTURAL SUPPORT TO SECONDARY LOUVRE SYSTEM LIQUID MEMBRANE SCREED LAYER WITH 1:100 FALL DRAINING TO FLASHING TO DRAIN ENTRANT WATER INTERNALLY FLOOR WASTE TO FLOOR WASTE SUPPORTED BY SECONDARY ALUMINIUM STRUCTURAL FRAMING (1:100 FALL) CONCRETE HOB TO RAISE VENTILATION SYSTEM FOR INTERNAL DRAINING TO FLOOR WASTE BLOCKING AT 1500 CTS. TO ALLOW FOR INTERNAL DRAINING OF ANY ENTRANT WATER

SECTION DETAIL OF STACK JOINT MID MECH FLOOR

RL +292.50 LVL 71

132600

VERTICAL LOUVRECAD JUPITER SERIES VENTILATION LOUVRES AS PART OF 2 PART DRAINED VENTILATION SYSTEM BLOCKING TO PROVIDE REQUIRED ALUMINIUM MULLION, IN ELEVATION, HOLDING COLOURBACKED ANGLE TO LOUVRE SYSTEM GLAZED PANEL TO MATCH THAT OF TYPICAL OFFICE FLOORS

A4.2

RL +296.40 LVL 72

HIGH RISE STRUCTURAL STEP COLUMNS ARE 700WB173 ENCASED IN 810X700 OF CONCRETE

EQUAL ANGLE WELDED ONTO FACE OF PFC, 200SHS AT 1500 CTS. TOINTUMESCENT PROVIDE FIRE PROTECTED WITH PAINT STRUCTURAL SUPPORT TO SECONDARY LOUVRE SYSTEM IN ELEVATION BEYOND 300PFC FOR HANGING FACADE MID MECH FLOOR, FIRE PROTECTED WITH INTUMESCENT PAINT

tech floor

RL +300.30 LVL 73

HIGH RISE LIFT GROUP - CORE WALL THICKNESS = 250

SECTION DETAIL OF STACK JOINT MID MECH FLOOR

A4.2section SCALE 1:10 A2 Detail of stack joint@mid

A4.2

RL +304.20 LVL 74

HALFEN CHANNEL WELDED ONTO EQUAL LOUVRECAD ELLENBOROUGH SERIES ANGLE TO ALLOW FOR HORIZONTAL DRAINED LOUVRES AS PART OF 2 PART ADJUSTMENTSYSTEM OF FACADE PANEL VENTILATION

HOOK-ON TYPICAL FIXEDTO FINS TO VERTICAL BRACKET, STRUCTURAL SUPPORT AT TOP WITH M12 BOLTS, AND SCREWED PREVENT DEFORMATION PROVIDE SUPPORT TO BACK OF MULLION THROUGH EXTRUDED ALUMINIUM STIFFENER 30MM STACK JOINT INSIDE CUSTOM ALUMINIUM EXTRUSIONS WITH PRESSURE EQUALISED CHAMBER AS WEATHER PROOFING MECHANISM

RL +308.10 LVL75

EQUAL WELDED FACE OF PFC, 200SHSANGLE AT 1500 CTS. TOONTO PROVIDE FIRE PROTECTED WITH INTUMESCENT PAINT STRUCTURAL SUPPORT TO SECONDARY LOUVRE SYSTEM IN ELEVATION BEYOND 300PFC FOR HANGING FACADE MID MECH FLOOR, FIRE PROTECTED WITH INTUMESCENT PAINT

ALUMINIUM BOTTOM PLATE EXTRUSION FOR MOUNTING SLOTTED DOG-LEGGED HANGING VERTICAL FOR LOUVRE BRACKET TOP SYSTEM HUNG PANEL

01 1

RL +312.00 LVL 76

MID SPAN AND LONG SPAN BEAMS BEGIN TO REDUCE IN DEPTH AS SPANS REDUCE WITH TAPERING

ALUMINIUM BOTTOM PLATE EXTRUSION FOR MOUNTING VERTICALDOG-LEGGED LOUVRE SYSTEM SLOTTED HANGING BRACKET FOR TOP HUNG PANEL VERTICAL STRUCTURAL SUPPORT TO FINS TO HOOK-ON BRACKET, TYPICAL PREVENT DEFORMATION ANDFIXED PROVIDE SUPPORT AT TOP WITH M12 BOLTS, SCREWED TO BACK OF MULLION THROUGH 30MM STACK JOINT EXTRUDED ALUMINIUM STIFFENER WITH PRESSURE CUSTOM ALUMINIUM EXTRUSIONS INSIDE EQUALISED CHAMBER AS WEATHER PROOFING MECHANISM

RL +109.20 LVL 26

SLOTTED DOG-LEGGED HANGING BRACKET HALFEN CAST IN CHANNEL WELDED TO STEEL SLAB EDGE 8MM DUNLOP REBOUNDED UNDERLAY 12MM PILE CARPET FLOORING 130MM THICK BONDEK SLAB

RL +105.30 LVL 25 RL +0.00 GF

RL +101.40 LVL 24 RL +93.60 LVL 23 RL +89.70 LVL 22 RL +0.00 GF

RL +78.00 LVL 19 RL +74.10 LVL 18

SECTION DETAIL OF UNITISED PANEL, TYPICAL OFFICE FLOOR SCALE 1:10 @ A2 13MM PLASTERBOARD CEILING 28MM RONDO FURRING CHANNEL

BLIND PELMET

SECTION DETAIL OF UNITISED PANEL, TYPICAL OFFICE FLOOR

CUSTOM ALUMINIUM TRANSOM, 150 X90

A4.2

SCALE 1:10 @ A2

RL +62.40 LVL 15 RL +58.50 LVL 14 RL +0.00 GF

RL +54.60 LVL 13 RL +50.70 LVL 12 RL +0.00 GF

RL +46.80 LVL 11 RL +42.90 LVL 10 RL +39.00 LVL 9 RL +35.10 LVL 8 RL +31.20 LVL 7 RL +27.30 LVL 6 TRANSFER BEAM WITH VENTILATION RL +20.00 LVL 5 RL +16.00 LVL 4

ELLENBOUROUGH DRAINED HORIZONTAL LOUVRES AS PART OF 2 PART VENTILATION SYSTEM

RL +12.00 LVL 3

A4.2

typical officeSCALE floor 1:10 @ A2

MALE/FEMALE MULLION EXTRUSIONS FOR COMPATIBILITY OF ADJACENT PANELS

MALE-FEMALE MULLION SYSTEM WITH PRESSURE EQUALISED CHAMBER AS WEATHER PROOFING MECHANISM

ELLENBOUROUGH DRAINED HORIZONTAL LOUVRES AS PART OF 2 SLOTTED BRACKET SYSTEM FOR TOP HANGING PART VENTILATION PANEL

200SHS AT 1500 CTS. TO SUPPORT SECONDARY DRAINED LOUVRE SYSTEM MALE-FEMALE MULLION SYSTEM WITH

HALFEN CAST IN CHANNEL WITH HALFEN BOLTS, ALLOWS FOR HORIZONTAL ADJUSTMENT OF PANEL

MALE/FEMALE MULLION EXTRUSIONS FOR

RL +4.00 LVL 1 RL +0.00 GF

PODIUM

RL +8.00 LVL 2

03 SECTION DETAIL OF UNITISED PANEL, TYPICAL OFFICE FLOOR 3 detail Section of unitised panel,

20000

CUSTOM ALUMINIUM MULLION, 150 X 90 IN ELEVATION BEYOND

LOW RISE STRUCTURAL STEP COLUMNS ARE 900WB282 ENCASED IN 1024X900 OF CONCRETE

28MM RONDO FURRING CHANNEL

RL +66.30 LVL 16

LOW RISE

13MM PLASTERBOARD CEILING

RL +70.20 LVL 17

RL +0.00 GF

85300

LOW RISE LIFT GROUP - CROE WALL THICKNESS = 600

RL +0.00 GF

CUSTOM ALUMINIUM MULLION, 150 1000WB322 EDGE BEAM WITH PRE-WELDED SPLICE X 90 IN ELEVATION CONNECTIONS FORBEYOND SUPPORT BEAMS, FIRE PROTECTED WITH INTUMESCENT PAINT

RL +81.90 LVL 20

28MM RONDO FURRING CHANNEL

BLIND PELMET 360UB56.7 STEEL BEAM TO SUPPORT CANTILEVER OF BONDEK SLAB BEYOND EDGEBEAM, FIRE PROTECTED WITH CUSTOM ALUMINIUM TRANSOM, 150 X90 INTUMESCENT PAINT

A4.2

RL +0.00 GF

1000WB322 EDGE BEAM WITH PRE-WELDED SPLICE 10X3900X525 TAPERING ALUMINIUM ROTATED 45 CUSTOM ALUMINIUM MULLION, 150 FINFIRE CONNECTIONS FOR SUPPORT BEAMS, DEGREES FOR MAXIMUM SHADINGPAINT ON WESTERN FACADE X 90 IN ELEVATION BEYOND PROTECTED WITH INTUMESCENT

RL +85.80 LVL 21

13MM PLASTERBOARD CEILING

10X3900X525 TAPERING FIN ROTATED 45 1000WB322 EDGE BEAM ALUMINIUM WITH PRE-WELDED SPLICE IGU SPANDREL PANEL OFSHADING COLOURBACKED, DEGREES FOR MAXIMUM ON FIRE WESTERN FACADE CONNECTIONS FOR SUPPORT BEAMS, LAMINATED, TOUGHENED GLASS (3MM SOLID PROTECTED WITH INTUMESCENT PAINT FRITT LAYER) TO VISUALLY MATCH VISION PANEL 360UB56.7 STEEL BEAM TO SUPPORT WITH BIPV BLIND PELMET CANTILEVER OF BONDEK SLAB BEYOND FIRESTOP EDGEBEAM, FIRE PROTECTED WITH CURTAIN ROCKPAINT FIRE RATED INSULATION INTUMESCENT CUSTOM ALUMINIUM TRANSOM, 150 X90 SMOKE SHIELD

04 Tower section showing lift drop off and structure