Terrorcotta / Applied Architectural Technology

terrorcotta

BY BATOPHOBIA DESIGN DEVELOPMENT PROPOSAL FOR A TALL BUILDING COMPRISING OFFICES AND A HOTEL IN THE MELBOURNE CBD 433-455 COLLINS ST, MELBOURNE VIC 3000

JUNE 17, 2022

TUTORIAL 04 | LARRIBA | GROUP D JE YEN TAN 915959 DANIEL JI 1003911 JAMES URLINI 921240

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY COORDINATOR: DR GIORGIO MARFELLA

BATOPHOBIA terrorcotta SHEET LIST PROJECT SYNOPSIS A0-001 A0-002 A0-003 A0-004

COVERSHEET VERTICAL FEASIBILITY SUMMARY STRUCTURAL CONCEPT SUMMARY BUILDING ENVELOPE SUMMARY

DRAWN DJ/JT/JU JU DJ JT

VERTICAL FEASIBILITY A1-101 A1-102 A1-103

SITE ANALYSIS PLANS AND ELEVATION DIAGRAMS

DJ/JT/JU DJ/JT/JU DJ/JT/JU

STRUCTURAL CONCEPT STRUCTURAL PLANS A2-101 STRUCTURAL SECTION A2-102 STRUCUTRAL ISOMETRIC A2-103

DJ/JT/JU DJ/JT/JU DJ/JT/JU

BUILDING ENVELOPE A3-101 A3-102 A3-103 A3-104

ELEVATIONS 01 ELEVATIONS 02 RENDERS MODEL

DJ/JT/JU DJ/JT/JU DJ/JT/JU

DETAIL DRAWINGS A4-101 A4-102 A4-103 A4-104 A4-201 A4-202 A4-203 A4-204 A4-301

LOW-RISE OFFICE WEST GENERAL ARRANGEMENT LOW-RISE OFFICE WEST GENERAL ARRANGEMENT MECH FLOOR AND SKYLOBBY SOUTH GENERAL ARRANGEMENT HIGH-RISE HOTEL NORTH GENERAL ARRANGEMENT DETAILS 01 DETAILS 02 DETAILS 03 DETAILS 04 SUPPLEMENTARY DRAWINGS

JT JT JU DJ JT JT JU DJ DJ/JT/JU

terrorcotta

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME COVERSHEET

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

DATE 17/06/2022

A0-001

PROJECT SYNOPSIS

terrorcotta

BY BATOPHOBIA JE YEN TAN DANIEL JI JAMES URLINI

915959 1003911 921240

VERTICAL FEASIBILITY SUMMARY James Urlini Terrorcotta by BATOPHOBIA, located at 433-455 Collins Street, Melbourne, is a proposal for a 50-storey mixed-use development with provisions for a luxury hotel, offices and retail spaces, as well as generous public offerings. The project anticipates the addition of roughly 84,150m2 GFA to the Melbourne CBD, soaring 255m above the Collins St. This total GFA is inclusive of the tower's offices, hotel floors, and mechanical floors and results in an FAR of just over 1:13.

COLLINS ST

The vertical massing of the proposed tower is grounded in a negotiation between the client’s brief and spatial needs, council regulations, the site’s immediate built surroundings, a consideration of desirable and undesirable views, and broader environmental concerns.

The tower takes a triangular shape in plan on the lower levels, which falls away to become a V-shape. This results in a reduction from the low-rise GFA of 2052m2 (efficiency 83.2%) to a mid and high rise GFA of 1552m2 (efficiency 74.2%).

This averages to 77.9% across the whole tower.

The mid and high rise floor plates occupy two of the three possible sides of the triangular core. This results in the tower transitioning typologically between a centre core and an elaborate side core. The tower sits roughly in the centre of the podium, offset slightly to navigate council regulations for building setbacks.

The orientation of the tower, together with the withdrawal of the triangular form, allows for the majority of lettable areas on the upper floors to be concentrated towards the northeast and southeast - promoting and prioritising views toward the inner CBD and the Yarra River, respectively. The lower ratio of floor plate on the western face of the building allows the tower to avoid for the most part the thermal challenges of western afternoon solar gain. Additionally, the tower turns its back away from and avoids less-than-ideal upper level views towards the Rialto Towers 525 Collins Street, directly to its west.

The tower can be divided vertically into three distinct parts - reinforced somewhat by the placement of mechanical floors: low-rise offices, mid-rise offices and highrise hotel. The core and the composition of the various lift shafts within its bounds have been designed intensively to ensure the most efficient lift operation. The office floors (levels 7-36) are each typically 3.8m in height. The hotel floors (levels 34-53, 55) are 3.6m in height. These heights exclude mechanical floors and the sky lobby, which are each 7.2m or 7.6m in height, depending on their position within the tower.

There are six lifts servicing the low-rise office floors, and an additional six lifts serving exclusively the mid-rise offices. A changeover between these sets of lifts exists in the mechanical floor between the low and mid-rise floors. On the lowrise floors, the immediate surroundings of the mid-rise express lifts are infilled with amenity. Similarly, the vacant space created by the absence of the low-rise lifts is reclaimed in the mid-rise floors to become amenity.

There are three hotel shuttle lifts that transport hotel guests directly from the podium to the hotel sky lobby. Located opposite the hotel shuttle lifts are two express goods lifts spanning the entire building.

The tower contains three fire stairs that extend from podium level to the top floor. These are located at each corner of the triangle core, allowing for safe evacuation of the building as they are spaced to allow for the regulated 20m radii.

terrorcotta

10 000

The 433-455 Collins St plot occupies a whole city block, bounded by streets on each of its sides. The podium design engages with each of these streets, favouring quality and well-considered spaces over maximalist approaches to retail. The topographical slope toward the Yarra to the south allows for a multi-levelled podium with points of access at different elevations, spacious double-height volumes, and elegantly proportioned volumes.

Collins St to the north and William St to the west, as public thoroughfares and major streets in the Hoddle Grid scheme, provide opportunities for public space. Secondary access exists through Flinders Ln to the south and Market Ln to the east. A large public plaza and atrium exist on the corner of Collins St and Market Ln. Public transit wraps around the building, with tram tracks and stops situated on Collins St, William St, and Flinders Ln. The street-level hotel concierge is situated on the corner of William St and Flinders Ln, taking advantage of its quieter and relatively private location on the block.

13 000

13 950

MARKET ST

WILLIAMS ST

5 000

FLINDERS LN

SITE PLAN, TRANSPORT AND SETBACKS

1) BEGIN WITH SIDE CORE TYPOLOGY, 13M LEASING DEPTH

3) ROTATE TO DEFLECT PREVALING WINDS

2) ARRANGE IN TRIANGLE TO INCREASE EFFICIENCY AND GFA

4) GESTURES: - STAGGER HEIGHTS TO ARTICULATE BUILDING AS THREE SEPARATE ELEMENTS - WEST SIDE SHRINKS TO REDUCE SOLAR HEAT GAIN - VIEWS CURATED TO YARRA AND CBD NORTH, REDUCE VIEWS TO TALL BUILDING TO WEST

EARLY DESIGN DEVELOPMENT

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME VERTICAL FEASIBILITY SUMMARY

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

DATE 17/06/2022

A0-002

STRUCTURAL CONCEPT SUMMARY Daniel Ji The design of Terrorcotta utilises an outrigger and belt truss system to oppose the lateral loads from Melbourne’s prevailing wind. Due to the composition of the building, the inner core is not completely enclosed on all floors by a perimeter, partially acting like a side core. The triangular nature of the floorplates influences the design of the inner core, also becoming triangular in shape to allow for strong efficient perpendicular connections to be created. The core itself is made of 600mm load bearing concrete walls.

The building utilises a 1500mm module system, with columns spaced 6000mm apart. To increase the net lettable area, and consequently the economic efficiency, structural beams connect to perimeter edge beams, spanning a floor depth of 12000mm ensuring an uninterrupted plan. The modular nature of the columns also creates natural boundaries, allowing for hotel rooms and office floors to be divided.

Megacolumns sit partially on the edge of the floor slab, as to align with the design intent of expressing verticality through the building’s façade. These megacolumns are tied back to the core through stiff outrigger arms that are located evenly throughout the vertical length of the building, situating themselves within the double-height space of the mechanical floors. When lateral loads act against the building, the rigid bult truss induces both compression and tension in the columns.

Secondary steel columns support the megacolumns, but both are hidden within a terracotta encasement regardless of their sizes. Each terracotta façade element continues past the core, acting as the crown.

The floorplates adopt a composite system; a homogenous steel decking concrete slab of 120mm that sits upon structural beams. The beams themselves are notched on the sides to provide an opening for the HVAC systems to traverse through the ceiling.

The combination of these two systems allows for a greater floor to ceiling height to be achieved, reducing the necessary overall height of the skyscraper. As the primary structure is made of combustible steel, they must be sprayed with vermiculite in order to provide it with fire protection to prevent structural failure.

PRECEDENT STUDY – HARRISON & ABRAMOVITZ USX TOWER UNDER CONSTRUCTION

The podium sits within an orthogonal site, and along with it contains an orthogonal grid. The grid system of the tower however is quite different, as it adheres to the dimensions of the triangular nature of the structure. As each side of the building has a rectangular plan, there are 3 separate grid structures contained within it (and only 2 in the higher floors).

In order to reconcile the two grids of the podium and tower, a transfer beam is utilised to ensure that the load of the tower is able to be dispersed onto the columns of the podium underneath.

In the eastern corner of the building, every two floors the floorplate extends out to contain a wind turbine to take advantage of Melbourne’s north-south prevailing winds. The arrangement of the tower’s footprint allows for the wind to move uninterrupted past the turbines. Controlled fins surround the enclosure of the turbine, directing wind to maximise the output.

OUR PROPOSED STRUCTURAL COLUMN AND OUTRIGGER SYSTEM

terrorcotta

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME STRUCTURAL CONCEPT SUMMARY

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

DATE 17/06/2022

A0-003

BUILDING ENVELOPE SUMMARY Je Yen Tan The formal expression of the tower is an engagement between the building’s tectonic massing and façade systems. The unique shape of the floor plate permits a high degree of visual articulation, in which architectural elements are expressed with clarity and intent. Large vertical elements sit proud of the building envelope and run continuous to the top of the tower, extending as a finial on all sides of the tower.

The proportion of these pilasters gives the building legibility when viewed from distance, its prominence predicating a responsibility to contribute meaningfully to the Melbourne skyline.

The tower’s vertical elements consist of glazed terracotta panels stacked uniformly around the building envelope. The textural dramatism of this material imbues the building with a dynamic quality as light moves across the façade.

PRECEDENT STUDY – SHOP ARCHITECTS WEST 57TH TERRACOTTA FACADE DETAIL

The three faces of the building respond to contextual demands while maintaining visual coherence. Both north and south facades utilise a unitised curtain wall system to which terracotta panels are fixed prior to final installation. The north façade incorporates a shading system through the use of tightly spaced stainless steel rods, feathering out on each floor to allow views outwards. This creates a distinctive moiré when viewed from a distance.

The west façade deviates from the north and south, using a stick curtain wall system on the lower floors to create deep reveals that shade from the afternoon sun. Steel outriggers allow precast concrete elements to be fixed to the façade, creating the appearance of heavy slabs that express the floor plates horizontally. The apparent density of the façade acts in conjunction with the upper extent of the west face, expressed again with terracotta pilasters, where the floor plate drops off to limit solar heat gain and undesirable views. The horizontal proportions of these lower floors act as a stylobate for the verticality of the rest of the tower.

Material junctions have been delicately considered throughout the building.

Each terracotta pilaster consists of two rounded halves terminating in a polished steel cap. This element expresses the mullion splice joints while providing tolerance for movement. Mullions have been concealed on the building façade, with the curtain wall system extending past the terracotta cladding, creating an elegant interface between terracotta and glass. To further reduce the appearance of curtain wall movement joints, a structural silicone glazing system had been used, removing the need to mechanically fix the glazing panels to the curtain wall, allowing a smaller joint between panels.

The internal perimeter zone of the building has been resolved in conjunction with the façade. Terracotta elements on the external face of the building are mirrored internally, appearing to intersect with the façade. The extension of these building elements within the floor plate creates a shift in scale, with monumental structures now represented at a tangible level.

Floor and ceiling details draw inspiration from modernist hotel lobbies, with bookmatched onyx marble forming a flush finish with the glazing.

PRECEDENT STUDY – SHOP ARCHITECTS WEST 57TH VISUAL CURTAIN WALL MOCKUP

The three mechanical floors of the tower are expressed as terracotta bands across the façade, behind which are open louvres for ventilation. This banding visually separates the various program of the building while maintaining visual coherence through materiality.

PRECEDENT STUDY – RENZO PIANO NEW YORK TIMES BUILDING FACADE

terrorcotta

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME BUILDING ENVELOPE SUMMARY

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

DATE 17/06/2022

A0-004

VERTICAL FEASIBILITY

terrorcotta

BY BATOPHOBIA JE YEN TAN DANIEL JI JAMES URLINI

915959 1003911 921240

5000

12000

5000

MARKET ST

WILLIAMS ST

12000

COLLINS ST

FLINDERS LN

TRAM LINE

TRAM STOP

01

SITE ANALYSIS – TRANSPORT AND ACCESS

A1-101 1:2500 @ A1

COLLINS ST

VIEW BLOCKED AT LOW RISE OFFICES

UNOBSTRUCTED VIEW TOWARDS NORTH CBD

RESTAURANT

PLAZA FFL +6.00

WC

FOYER

MARKET ST

WILLIAMS ST

WC

LIFTS

FFL +6.45

HOTEL LOBBY UNDER

VIEW BLOCKED BY RIALTO TOWERS UNOBSTRUCTED VIEW TOWARDS YARRA RIVER LOWER PLAZA FFL +0.00

TAXI RANK

FLINDERS LN

SITUATED RESPONSE AND VIEW ANALYSIS ISOMETRIC

02

PODIUM FLOOR PLAN

03

A1-101 1:500 @ A1

terrorcotta

A1-101

SITUATED RESPONSE AND VIEW ANALYSIS

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME SITE ANALYSIS

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

SHADOW A

DATE 17/06/2022

A1-101

RL +255.92

CROWN RL +245.53

1

HOTEL AMMENITY

RL +238.33

MECHANICAL FLOOR RL +230.73

RL +227.13

RL +223.53

RL +219.93

RL +216.33

10

RL +212.73

RL +209.13

RL +205.53

RL +201.93

RL +194.73

HOTEL

HOTEL

RL +198.33

HOTEL

RL +191.13

RL +187.53

RL +183.93

RL +180.33

RL +176.73

10

RL +173.13

RL +169.53

RL +165.93

RL +162.33

SKYLOBBY

HOTEL SKYLOBBY

MECHANICAL FLOOR

SERVICE LIFT

RL +155.13

RL +147.54

RL +143.74

RL +139.94

RL +136.14

RL +132.34

10

RL +120.94

MR OFFICE

RL +124.74

MR OFFICE

AMMENITY

RL +128.54

RL +117.14

RL +113.34

FIRE STAIR

RL +105.74

FIRE STAIR

MR OFFICE RL +109.54

02

RL +101.94

A1-102

RL +98.14

RL +94.34

FIRE ESCAPE RADII – 20M THRESHOLD

8

RL +90.54

RL +86.74

NO SERVICE

RL +82.94

RL +79.14

RL +67.74

RL +63.94

RL +52.54

LEVEL

UFA (M2)

GFA (M2)

EFF.

34—53, 55

1152

1552

74.2%

LEVEL

NLA (M2)

GFA (M2)

EFF.

15—32

1152

1552

74.2%

MID RISE (OFFICES)

AMMENITY

RL +58.34

LR OFFICE

LR OFFICE

RL +60.14

HIGH RISE (HOTEL)

MECHANICAL FLOOR

RL +71.54

9

LR OFFICE

RL +48.74

RL +44.94

LOW RISE (OFFICES)

RL +41.14

RL +18.00

LEVELS

NLA (M2)

GFA (M2)

EFF.

5—13

1708

2052

83.2%

LEVELS

AVG. NLA (M2)

AVG. GFA (M2)

AVG. EFF.

5—55

1256.25

1612.16

77.9%

FAR (1:__)

TOTAL OFFICE NLA

TOTAL HOTEL NLA

TOTAL GFA

13.14

36108

24192

84152

TRANSFER BEAM

TOTAL TOWER VALUES

NO SERVICE

NO SERVICE

RL +31.15 RL +29.25

NO SERVICE

NO SERVICE

RL +37.34

4

RL +13.00

PODIUM

RL +6.00

RL +0.00

MECHANICAL FLOOR RL -6.00

MECHANICAL FLOOR REACH

01

03

VERTICAL CIRCULATION

A1-102

A1-102 1:500 @ A1

04

TYPICAL LOW RISE OFFICE PLAN

A1-102 1:500 @ A1

terrorcotta

05

TYPICAL MID RISE OFFICE PLAN

06

A1-102 1:500 @ A1

FLOOR PLATE VALUES

TYPICAL HOTEL PLAN

A1-102 1:500 @ A1

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME PLANS AND ELEVATION

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE 1:500

915959 1003911 921240

DATE 17/06/2022

A1-102

01

SITUATED RESPONSE – SURROUNDING CONTEXT

A1-103 NTS

02

N

SHADOW ANALYSIS – WINTER SOLSTICE

03

A1-103 NTS

terrorcotta

WIND ROSE AND GENERAL WIND FLOW

A1-103 NTS

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME DIAGRAMS

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

DATE 17/06/2022

A1-103

STRUCTURAL CONCEPT

terrorcotta

BY BATOPHOBIA JE YEN TAN DANIEL JI JAMES URLINI

915959 1003911 921240

02

TYPICAL LOW RISE PLAN

A1-101 1:250 @ A1

STEEL MEGA-COLUMN EMBEDDED IN CONCRETE 4000X900MM TO 1800X900MM : 10-20X MODULE INTERCOLUMN

STRUCTURAL SCHEDULE

COMPOSITE STEEL DECKING 120MM THICK, CONTINUOUSLY SUPPORTED @ 3M MAX. CTS

SL1

STEEL BEAM 530 UB 82

EB2

STEEL BEAM (TYPICAL EDGE) 700 WB 150

01

EB1

PARALLEL FLANGE CHANNEL 250 PFC

B3

STEEL BEAM (TYPICAL)

NOTCH 530 UB 82 / 1O0MM COPE / 1000X200MM

B2

STEEL BEAM (PRIMARY) 700 WB 150

B1

C2

STEEL COLUMN

310UC118

INTERCOLUMN: 4-6X MODULE

A2-101

C1

SCHEDULE

02

TYPICAL MID AND HIGH RISE STRUCTURAL PLAN

A1-101 1:250 @ A1

terrorcotta

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME STRUCTURAL PLANS

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE 1:250

915959 1003911 921240

DATE 17/06/2022

A2-101

RL +255.92

CROWN, COLUMN CONTINUES BEYOND CORE AS CROWN EXPRESSION, BMU ON ROOF RL +245.53

RL +238.33

BELT TRUSS AND OUTRIGGER ON MECH FLOOR WITH TUNED MASS DAMPER

RL +230.73

RL +227.13

RL +223.53

RL +219.93

RL +216.33

RL +212.73

03

A4-102

RL +209.13

RL +205.53

RL +201.93

RL +198.33

RL +194.73

RL +191.13

RL +187.53

RL +183.93

RL +180.33

RL +176.73

RL +173.13

RL +169.53

RL +165.93

RL +162.33

RL +155.13

BELT TRUSS AND OUTRIGGER ON MECH FLOOR RL +147.54

RL +143.74

RL +139.94

RL +136.14

RL +132.34

RL +128.54

RL +124.74

RL +120.94

RL +117.14

RL +113.34

RL +109.54

RL +105.74

RL +101.94

RL +98.14

RL +94.34

RL +90.54

RL +86.74

RL +82.94

RL +79.14

BELT TRUSS AND OUTRIGGER ON MECH FLOOR RL +71.54

RL +67.74

RL +63.94

RL +60.14

RL +58.34

RL +52.54

RL +48.74

02

A4-102

RL +44.94

RL +41.14

RL +37.34

TRANSFER BEAM

RL +31.15 RL +29.25

PODIUM ROOF RL +18.00

RL +13.00

RL +6.00

RL +0.00

01

STRUCTURAL SECTION

A1-102 1:500 @ A1

02

TYPICAL LOW AND MID RISE SECTION

A1-102 1:500 @ A1

03

TYPICAL HIGH RISE SECTION

A1-102 1:500 @ A1

SCALE 1:500

DATE 17/06/2022

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

GROUP D

DRAWING NAME STRUCTURAL SECTION

COORDINATOR GIORGIO MARFELLA

SITE CODE SITE B

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

915959 1003911 921240

JE YEN TAN DANIEL JI JAMES URLINI

TUTORIAL NUMBER 04

TUTOR ELENA LARRIBA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

BY BATOPHOBIA

terrorcotta

A2-102

TYPICAL HIGH RISE MECHANICAL FLOOR TRUSS BELT AND OUTRIGGER SYSTEM, TUNED MASS DAMPER UNITS

TYPICAL HOTEL FLOOR

B1 B2

TYPICAL MID RISE C1 MECHANICAL FLOOR C2 TRUSS BELT AND EB1 OUTRIGGER SYSTEM

TRUSS?

CROWN, COLUMN CONTINUES BEYOND CORE AS CROWN EXPRESSION, BMU ON ROOF

TYPICAL MID RISE OFFICE

TYPICAL LOW RISE MECHANICAL FLOOR TRUSS BELT AND OUTRIGGER SYSTEM

PODIUM GRID IS INDEPENDENT FROM TOWER GRID, EXPRESSED THROUGH AN ARRAY OF CIRCULAR CONCRETE COLUMNS. THIS IS ENABLED THROUGH THE USE OF A TRANSFER BEAM RESIDING AT THE BASE OF THE OFFICE FLOORS

TYPICAL LOW RISE OFFICE

TOWER MEGACOLUMNS CONTINUE PAST THE PODIUM ROOF AND PUNCTUATE THE GROUND, SUPPORTING AND DODGING FLOOR PLATES IN THE PODIUM OPEN SKYLIGHTS IN CONCRETE PODIUM ROOF ALLOW FOR VIEW OF TOWER

LEGEND

TRANSFER BEAM

B1 B2 C1

EXPLODED ISOMETRIC

C2 EB1 TRUSS

N STRUCTURAL ISOMETRIC

01

A2-103

ISOMETRIC STRUCTURAL DIAGRAM

terrorcotta

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME STRUCTURAL ISOMETRIC

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

DATE 17/06/2022

A2-103

BUILDING ENVELOPE

terrorcotta

BY BATOPHOBIA JE YEN TAN DANIEL JI JAMES URLINI

915959 1003911 921240

9

8

7

6

5

4

3

2

1

RL +255.92

RL + 256.25

RL + 250.00

RL +245.53

RL + 246.00 RL +238.33

RL + 238.80

(HOTEL AMENITY)

RL +227.13

RL + 231.20

(MECH FLOOR)

RL +223.53

RL + 227.60

RL +219.93

RL + 224.00

RL +216.33

RL + 220.40

RL +212.73

RL + 216.80

RL +209.13

RL + 213.20

RL +205.53

RL + 209.60

ACTIVE SY

RL +230.73

01RL + 206.00

30 DARRIE TURBINES 5M HEIGH

RL +194.73

RL + 198.80

RL +191.13

RL + 195.20

RATED FO AERODYN

RL +187.53

RL + 191.60

RL +183.93

RL + 188.00

RL +180.33

RL + 184.40

RL +176.73

RL + 180.80

RL +173.13

RL + 177.20

RL +169.53

RL + 173.60

RL +165.93

RL + 170.00

RL +162.33

RL + 166.40

RL +201.93

A4-104

RL + 202.40

RL +198.33

NUMERICA AILERON F ENCLOSU MAXIMISE

RL + 162.80 RL +155.13

RL + 155.60

(SKY LOBBY)

RL + 148.00

(MECH FLOOR)

RL +147.54

RL +143.74

RL + 144.20

RL +139.94

RL + 137.00

RL +136.14

RL + 133.20

RL +132.34

RL + 129.40

RL +128.54

RL + 125.60

RL +124.74

RL + 121.80

RL +120.94

RL + 118.00

RL +117.14

PASSIVE SYSTEM

RL +113.34

RL + 114.20 RL + 110.40

RL +109.54

RL + 106.60

RL +105.74

RL + 102.80

RL +101.94

RL + 99.00

RL +98.14

RL + 95.20

RL +94.34

RL + 91.40

RL +90.54

RL + 87.60

RL +86.74

RL + 83.80

RL +82.94

RL + 80.00

RL +79.14

RL + 76.20 RL +71.54

RL + 68.60

RL +67.74

(MECH FLOOR)

RL + 64.80

RL +63.94

RL + 61.00

RL +60.14

RL + 57.20

RL +58.34

RL + 53.40

RL +52.54

RL + 49.60

RL +48.74

RL + 45.80

RL +44.94

RL + 42.00

RL +41.14

RL + 38.20

RL +37.34

RL + 34.40 RL +31.15 RL +29.25

RL + 27.25

9

8

7

6

5

4

3

2

(TRANSFER BEAM)

1

RL +18.00

RL + 19.15 RL +13.00

RL + 14.15 RL +6.00

RL + 7.25 RL +0.00

RL + 0.00

NORTH ELEVATION

01

A3-102 1:500 @ A1

GL01

GL01 GL01

30 DARRIEUS VERTICAL AXIS WIND TURBINES (VAWT), 3M DIAMETER, 5M HEIGHT.

1500 1500

GL01

GL01

1500 1500

1500 1500

GL01

GL01 GL01

GL01

SUMMER SOLSTICE SUN ANGLE 75.53°

1500

GL01 WINTER SOLSTICE SUN ANGLE 28.53°

AL02

TC01

TC01

SS01

SS01

GL02

GL02

3600 GL01

GL01

GL01

GL01

GL01 GL01

GL01

GL01

01

A3-002

ACTIVE SYSTEM

GL01

03

GL01

915959 1003911 921240

A3-002

TERRACOTTA MULLION PROFILE FIXED TO FACADE PANEL

GL01

NORTH FACADE SCREENING SYSTEM

DOUBLE FACADE WITH HORIZONTAL STEEL RODS ACTING AS AN ENERGY EFFICIENT SUNSHADE

GL01

Hotel - North Hotel - North

PASSIVE SYSTEM

Hotel - North Hotel - North

A3-102 NTS

01 HOTEL HOTEL ENLARGED ELEVATION ENLARGED - NORTH ELEVATION FACADE - NORTH FACADE

BY BATOPHOBIA JE YEN TAN DANIEL JI JAMES URLINI

GL01

GL01 GL01

A3-101 NTS

terrorcotta

GL01

GL01 GL01

NORTH FACADE SCREENING SYSTEM

GL01

02

TERRACOTTA MULLION PROFILE FIXED TO FACADE PANEL

2700

GL01 AL02

WINTER SOLSTICE SUN ANGLE 28.53°

900

RATED FOR 6KW AT 11M/S WITH AERODYNAMIC EFFICIENCY OF 45% NUMERICALLY CONTROLLED GL01 GL01 GL01 GL01 AILERON FINS SURROUNDING ENCLOSURE FUNNEL WIND TO MAXIMISE OUTPUT

SUMMER SOLSTICE SUN ANGLE 75.53°

900

GL01

1500 1500

2700

GL01

1500 1500

3600

1500

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY 1500 1500 1500 ASSIGNMENT

1500 1500

MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

TUTOR ELENA LARRIBA 1500 1500 1500 1500 COORDINATOR

GIORGIO MARFELLA

02

TUTORIAL NUMBER 04 1500 1500 GROUP D

SITE CODE SITE B 1500

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

A3-002

02 HOTEL HOTEL SECTION - NORTH SECTION FACADE Hotel - North- NORTH Hotel FACADE - North A3-002

DRAWING NAME ELEVATIONS 01 SCALE 1:500

DATE DANIEL JI 17/06/2022 JE YEN TAN

JAMES URLINI

A3-101

1003911 915959 921240

SUBJECT ABPL9011 APPLIED A

ASSIGNM MODULE 0 ENVELOPE

48000

48000

09

07

08 6000

6000

05

06

6000

6000

18 6000

04

17 6000

03

16 6000

02

15

01

14

13

12

11

27

10

26 6000

6000

24

25 6000

6000

23 6000

RL +255.92

21 6000

19

20 6000

27

26

25

24

23

22

21

20

19

6000

RL +255.92

TERRACOTTA MULLIONS CONTINUE UPWARDS PAST BUILDING FORM AS CROWN EXPRESSION TC01

RL +245.53

RL +238.33

YSTEM

22 6000

RL +245.53

RL +238.33

TERRACOTTA PROFILE VENTILATES MECHANICAL FLOOR TC01

RL +230.73

RL +227.13

RL +230.73

RL +227.13

RL +223.53

RL +223.53

RL +219.93

RL +219.93

RL +216.33

RL +216.33

RL +212.73

RL +212.73

RL +209.13

RL +209.13

RL +205.53

RL +205.53

EUS VERTICAL AXIS WIND S (VAWT), 3M DIAMETER, HT. RL +201.93

RL +201.93

RL +198.33

RL +198.33

OR 6KW AT 11M/S WITH NAMIC EFFICIENCY OF 45% RL +194.73

RL +194.73

RL +191.13

RL +191.13

ALLY CONTROLLED FINS SURROUNDING URE FUNNEL WIND TO E OUTPUT.

RL +187.53

RL +187.53

RL +183.93

RL +183.93

RL +180.33

RL +180.33

RL +176.73

RL +176.73

RL +173.13

RL +173.13

RL +169.53

RL +169.53

RL +165.93

RL +165.93

01

RL +162.33

A4-103

01

RL +155.13

RL +162.33

RL +155.13

A3-001 RL +147.54

RL +147.54

RL +143.74

RL +143.74

PASSIVE SYSTEM

RL +139.94

RL +139.94

RL +136.14

RL +136.14

RL +132.34

RL +132.34

RL +128.54

RL +128.54

RL +124.74

RL +124.74

RL +120.94

RL +120.94

RL +117.14

RL +117.14

DOUBLE FACADE WITH HORIZONTAL STEEL RODS ACTING AS AN ENERGYEFFICIENT SUNSHADE

RL +113.34

RL +109.54

RL +113.34

Hotel - North

RL +109.54

RL +105.74

RL +105.74

RL +101.94

RL +101.94

RL +98.14

RL +98.14

PERFORATED ALUMINIUM SCREEN TO COVER CORE SHEER WALL AL03

RL +94.34

RL +90.54

RL +94.34

RL +90.54

RL +86.74

RL +86.74

RL +82.94

RL +82.94

RL +79.14

RL +79.14

RL +71.54

RL +67.74

01

RL +71.54

A4-101

RL +67.74

RL +63.94

RL +63.94

RL +60.14

RL +60.14

RL +58.34

RL +58.34

Sky Lobby - South RL +52.54

RL +52.54

RL +48.74

RL +48.74

RL +44.94

RL +44.94

RL +41.14

RL +41.14

RL +37.34

RL +37.34

RL +31.15 RL +29.25

RL +31.15 RL +29.25

RL +18.00

RL +18.00

RL +13.00

05

A3-001

01

A4-102

RL +13.00

Office - West

RL +6.00

RL +6.00

RL +0.00

RL +0.00

0101NORTH ELEVATION SOUTH ELEVATION

02

A3-001

A3-001

A3-102 1:500 @ A1

WEST ELEVATION

02

WEST ELEVATION

A3-102 1:500 @ A1

SCHEDULE AL01 MATERIAL SCHEDULE

AL02FRAMESHALE GREY ANODISED ALUMINIUM FRAME BLACK ANODISED ALUMINIUM

AL02

PERFORATED SHALE GREY ANODISED ALUMINIUM SCREEN AL03 SHALE GREY ANODISED ALUMINIUM FRAME

AL03

CONCRETE / STEEL TROWELLED FINISH PERFORATED SHALE GREYCN01 ANODISEDGREY ALUMINIUM SCREEN

CN01

VIRIDIAN GREY CONCRETE / STEEL TROWELLED FINISH PERFORMATECH SUPERBLUE / LOW E COATED / DOUBLE GLAZING UNIT GL01 6+12+6 VIRIDIAN PERFORMATECH SUPERBLUE / LOW E COATED / VIRIDIAN SERAPHIC POMMEL BLUE / TOUGHENED / SINGLE GLAZE GL02 DOUBLE GLAZING UNIT 6+12+6

GL01

GL02 GL01

GL02 SS01 TC01

AL01 SS01 AL02 TC01

03

A3-001

EXPLODED FACADE ISOMETRIC 03 FACADE EXPLODED NTS

A3-102 NTS

terrorcotta

T NAME TUTOR 18 ELENA LARRIBA ARCHITECTURAL TECHNOLOGY JE YEN TAN 915959 COORDINATOR MENT DANIEL JI 1003911 GIORGIO 03 – JAMES URLINI 921240 MARFELLA E AND ENVIRONMENT

BY BATOPHOBIA

ISOMETRIC

SUBJECT NAME SITE CODE TUTORIAL NUMBER SITE B 04 ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

BLACK ANODISED ALUMINIUM FRAME

AL01

04

A3-001

VIRIDIAN SERAPHIC POMMEL BLUE / TOUGHENED / SINGLE 2B MILL FINISHED STAINLESS STEEL SS01 GLAZE NBK ARCHITECTURAL TERRACOTTA / 30MM THICKNESS / ALBION WHITE GLAZE TC01 2B MILL FINISHED STAINLESS STEEL FINISH NBK ARCHITECTURAL TERRACOTTA / 30MM THICKNESS RED ONYX MARBLE/ TILE / 20MM THICKNESS ST01 ALBION WHITE GLAZE FINISH

MATERIAL SCHEDULE

SCR01

EPOXY SCREED FLOOR / 5MM

MT01

2B POLISHED STAINLESS STEEL

MT02

GUNMETAL STEEL

04

A3-102

MATERIAL SCHEDULE

TUTOR TUTORIAL NUMBER SITE CODE DRAWING NAME ELENA LARRIBA ELEVATIONS 04 SITE B AND GENERAL ARRANGEMENT

GROUP ASSIGNMENT COORDINATOR SCALE GROUP SITE ADDRESS D GIORGIO D MODULE 05 – 433-455 COLLINS ST, 1:500 DESIGN DEVELOPMENT PROPOSAL MARFELLA MELBOURNE VIC 3000

SITE ADDRESS DATE 433-455 COLLINS ST, 16/04/2022 MELBOURNE VIC 3000

DRAWING NAME ELEVATIONS 02

A3-001 SCALE 1:500

DATE 17/06/2022

A3-102

01 01

01

A3-003 A3-003

A3-103

03 03 03

A3-003 A3-103 A3-003

YARRA YARRA RIVER RIVER VIEW VIEW

02 02

YARRA RIVER VIEW

02

A3-003 A3-003

A3-103

NORTH HIGH RISE FACADE NORTH HIGH FACADE NORTH HIGH RISE RISE FACADE

terrorcotta

BY BATOPHOBIA JE YEN TAN DANIEL JI JAMES URLINI

915959 1003911 921240

04 MID RISE FACADE 04 SOUTH SOUTH FACADE 04 SOUTH MIDMID RISE RISE FACADE

05 05 05

A3-003 A3-103 A3-003

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL SUBJECT NAME NAME SUBJECT ABPL90118 ABPL90118 APPLIED ARCHITECTURAL APPLIED ARCHITECTURAL TECHNOLOGY TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

GROUP COORDINATOR D GIORGIO MARFELLA TUTOR TUTORIAL TUTOR TUTORIAL NUMBER NUMBER ELENA 04 ELENA LARRIBA LARRIBA 04

A3-003 A3-103 A3-003

SITE CODE SITE B SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000 SITE CODE SITE CODE SITE B SITE B

STREET STREET VIEW VIEW FROM FROM CORNER CORNER OF OF COLLINS COLLINS ST ST AND AND WILLIAM WILLIAM ST ST

STREET VIEW FROM CNR OF COLLINS/WILLIAM ST

WEST WESTOFFICE LOWFACADE RISE OFFICE WEST OFFICE FACADE

DRAWING NAME RENDERS SCALE NTS DRAWING DRAWING NAME NAME 3-DIMENSIONAL 3-DIMENSIONAL REPRESENTATION REPRESENTATION

DATE 17/06/2022

FACADE

A3-103

01

A3-104

PHYSICAL MODEL PHOTOS

terrorcotta

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME MODEL

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

DATE 17/06/2022

A3-104

DETAIL DRAWINGS

terrorcotta

BY BATOPHOBIA JE YEN TAN DANIEL JI JAMES URLINI

915959 1003911 921240

17

D

03

120MM BONDEK SLAB

INTERNAL TERRACOTTA CLADDING TO MATCH JOINT SETOUT OF EXTERNAL CLADDING TENANT FIT-OUT TO ALIGN FLUSH WITH ARCHITECTURAL FLOOR FINISH FLOOR FINISH TO CONCEAL WINDOW SILL AND ALIGN WITH INTERNAL TERRACOTTA CLADDING EDGE FLUSH FINISH BETWEEN MARBLE AND STEEL FLOOR JOINT FFL +1.10 ABOVE FCL

FFL +1.10 ABOVE FCL CURTAIN WALL STACK JOINT UNITISED CURTAIN WALL HUNG FROM FLOOR BRACKET

1100

700WB50 WELDED BEAM

INSULATED SPANDREL PANEL

HVAC AND ELECTRICAL TO BE INSTALLED WITHIN BEAM NOTCH AS REQUIRED

FCL VAR.

FCL VAR.

EQ

CEILING FINISH TO CONCEAL WINDOW HEAD AND ALIGN WITH INTERNAL CLADDING EDGE TENANT FIT-OUT TO ALIGN WITH ARCHITECTURAL CEILING FINISH

2700

530UB82 UNIVERSAL BEAM

EQ

3800

EQ

TYPICAL UNITISED PANEL

02

02

FFL +1.10 ABOVE FCL

FFL +1.10 ABOVE FCL

02

1100

A4-201 COLOURBACK SPANDREL PANEL, TEMPERED SINGLE GLAZING

FCL VAR.

FCL VAR.

TERRACOTTA CLADDING TO CONCEAL MULLION SPLICE JOINT

DOUBLE GLAZED VISION PANEL, LOW-E COATING, INSULATED CAVITY

03

01

TYPICAL SOUTH LOW-RISE FACADE ELEVATION

02

A4-101 1:20 @ A1

TYPICAL SOUTH LOW-RISE FACADE SECTION

A4-101 1:20 @ A1

INTERNAL TERRACOTTA CLADDING CLIPPED ONTO STEEL SUBSTRUCTURE TC01

POLISHED RED ONYX SLAB BOOKMATCHED TO COLUMN CENTRELINE ST01 CLADDING SUBSTRUCTURE CONNECTED TO 310UC118 UNIVERSAL COLUMN

310

D

TIP OF CLADDING JOINT EXPRESSED WITH POLISHED STEEL ELEMENT MT01

INTERNAL CLADDING

500

INTERNAL FLOOR FINISH JOINTS TO ALIGN WITH MULLION AND TERRACOTTA PANEL JOINTS

CURTAIN WALL PANEL INSULATED WITHIN CLADDING ZONE

EXTERNAL CLADDING

720

1570

GUNMETAL STEEL PLATE MT02

MULLION SPLICE JOINT

EXTERNAL TERRACOTTA CLADDING PRE-INSTALLED AS PART OF UNITISED CURTAIN WALL PANEL ON STEEL SUBSTRUCTURE TC01

500

EXPRESSED MULLION SPLICE JOINT AL01

500

2000 VISION PANEL 1500

1500

UNITISED CURTAIN WALL MODULE

UNITISED CURTAIN WALL MODULE 3000

CL

03

CL

01

A4-201

17

TYPICAL SOUTH LOW-RISE FACADE PLAN

A4-101 1:20 @ A1

terrorcotta

BY BATOPHOBIA JE YEN TAN

915959

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME LOW-RISE OFFICE SOUTH GENERAL ARRANGEMENT

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE 1:20

DATE 17/06/2022

A4-101

03

20

F

20

F

STICK SYSTEM CURTAIN WALL

03

120MM BONDEK SLAB

TENANT TOCURTAIN ALIGN FLUSH STICKFIT-OUT SYSTEM WALL WITH ARCHITECTURAL FLOOR FINISH 120MM BONDEK SLAB FLOOR FINISH TO CONCEAL WINDOW SILL AND ALIGN WITH INTERNAL TERRACOTTA CLADDING EDGE TENANT TO ALIGN FLUSH FLUSH FINISHFIT-OUT BETWEEN MARBLE AND WITH ARCHITECTURAL STEEL FLOORFLOOR JOINT FINISH X 75TO UNEQUAL ANGLES TO FLOOR125 FINISH CONCEAL WINDOW SUPPORT LOAD SILL ANDCONCRETE ALIGN WITHDEAD INTERNAL TERRACOTTA CLADDING EDGE FLUSH FINISH BETWEEN MARBLE AND STEEL FLOOR JOINT FFL +1.10 ABOVE FCL

FFL +1.10 ABOVE FCL

125 X 75 UNEQUAL ANGLES TO SUPPORT CONCRETE DEAD LOAD PRECAST CONCRETE FACADE ELEMENT CONNECTED TO STEEL SUBSTRUCTURE

380PFC EDGE BEAM CONTINUOUS ALONG FACADE LENGTH

FFL +1.10 ABOVE FCL

FFL +1.10 ABOVE FCL

1100

PRECAST CONCRETE FACADE ELEMENT CONNECTED TO STEEL SUBSTRUCTURE

1100

310UB40 UNIVERSAL BEAM OUTRIGGER FOR PROTRUDING FACADE ELEMENTS 380PFC EDGE BEAM CONTINUOUS ALONG FACADE LENGTH INSULATED SPANDREL ZONE

FCL VAR.

FCL VAR.

310UB40 UNIVERSAL BEAM OUTRIGGER FOR PROTRUDING TERRACOTTA PANEL SOFFIT FACADE ELEMENTS JOINTS TO ALIGN WITH VERTICAL CLADDING JOINTS INSULATED SPANDREL ZONE HVAC AND ELECTRICAL TO BE INSTALLED WITHIN BEAM NOTCH AS REQUIRED TERRACOTTA PANEL SOFFIT JOINTS TO ALIGN WITH VERTICAL CLADDING JOINTS

FCL VAR.

FCL VAR.

CEILING FINISH TO CONCEAL WINDOW HEAD AND ALIGN WITH INTERNAL CLADDING TO EDGE HVAC AND ELECTRICAL BE INSTALLED WITHIN BEAM NOTCH AS REQUIRED

2700

TENANT FIT-OUT TO ALIGN WITH ARCHITECTURAL CEILING FINISH CEILING FINISH TO CONCEAL WINDOW HEAD AND ALIGN WITH INTERNAL CLADDING EDGE 530UB82 UNIVERSAL BEAM

2700

TENANT FIT-OUT TO ALIGN WITH ARCHITECTURAL CEILING FINISH

3800

3800

530UB82 UNIVERSAL BEAM

FFL +1.10 ABOVE FCL

02

02

02

02

FFL +1.10 ABOVE FCL

FFL +1.10 ABOVE FCL

1100

CONCRETE ELEMENT JOINT AT 3000 CTS. TO ALIGN WITH TERRACOTTA CLADDING

1100

FFL +1.10 ABOVE FCL

CONCRETE ELEMENT JOINT AT 3000 CTS. TO ALIGN WITH TERRACOTTA CLADDING

FCL VAR.

FCL VAR.

FCL VAR.

FCL VAR.

TERRACOTTA CLADDING ELEMENT AT 3000 CTS. TO CONCEAL CURTAIN WALL MULLIONS

02

DOUBLE GLAZED VISION PANEL, TERRACOTTA CLADDING ELEMENT LOW-E COATING, INSULATED AT 3000 CTS. TO CONCEAL CAVITY CURTAIN WALL MULLIONS

A4-202

DOUBLE GLAZED VISION PANEL, LOW-E COATING, INSULATED CAVITY

03

03

TYPICAL WEST LOW-RISE FACADE ELEVATION

01

02

A4-102 1:20 @ A1

TYPICAL WEST LOW-RISE FACADE SECTION

A4-102 1:20 @ A1

INTERNAL TERRACOTTA CLADDING CLIPPED ONTO STEEL SUBSTRUCTURE TC01 INTERNAL FLOOR FINISH JOINTS TO ALIGN WITH TERRACOTTA PANEL JOINTS

500

INTERNAL TERRACOTTA CLADDING CLIPPED ONTO STEEL SUBSTRUCTURE TC01 POLISHED RED ONYX SLAB BOOKMATCHED TO INTERNAL FLOOR FINISH JOINTS TO ALIGN WITH COLUMN CENTRELINE TERRACOTTA PANEL JOINTS ST01

500

MT02 POLISHED RED ONYX SLAB BOOKMATCHED TO COLUMN CENTRELINE EDGE OF SLAB ST01

GUNMETAL STEEL PLATE FIXED TO CURTAIN WALL MULLION MT02 SIDE-OF-SLAB SUPPORT BRACKETS

650

2500

2650

F

GUNMETAL STEEL PLATE

650

F

EDGE OF SLAB

CURTAIN WALL MULLION FIXED TO SIDE-OF-SLAB SUPPORT BRACKETS

01

1300

2500

EXTERNAL TERRACOTTA CLADDING CLIPPED ONTO STEEL SUBSTRUCTURE TC01 CONCRETE ELEMENT NOTCHED AROUND BEAM FOR CLADDING SUBSTRUCTURE CONNECTION EDGE OF PRECAST CONCRETE ELEMENT CN01

A4-202

EXTERNAL TERRACOTTA CLADDING CLIPPED ONTO STEEL SUBSTRUCTURE TC01

1300

2650

CONCRETE ELEMENT NOTCHED AROUND BEAM FOR CLADDING SUBSTRUCTURE CONNECTION

150

EDGE OF PRECAST CONCRETE ELEMENT CN01

2000

150

500

500

VISION PANEL 3000 CONCRETE ELEMENT

CL

CL

2000

500

500

VISION PANEL

20

3000

03

CL

CONCRETE ELEMENT

CL

TYPICAL WEST LOW-RISE FACADE PLAN

A4-102 1:20 @ A1

terrorcotta

BY BATOPHOBIA JE YEN TAN

915959

20

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME LOW-RISE OFFICE WEST GENERAL ARRANGEMENT

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE 1:20

DATE 17/06/2022

A4-102

13

D

12

6000 1500

ST01 AL01

SL1

950

1100

FFL +172.09 SKY LOBBY

GL02

05

FCL +161.09 SKY LOBBY

A4-203 B2

950

6100

2650

3600

EB1

05

HOTEL SKY LOBBY ARTICULATED AS TYPICAL FLOOR FROM EXTERIOR

3600

A4-203

2650

GL01

SL1

ST01 AL01

990

990

FFL +154.99 SKY LOBBY

05

3800

A4-203

2810

B2

EB1

TERRACOTTA BAGUETTE PROFILES CONCEALING MECHANICAL FLOOR LOUVRES

TC01

990

6610

AL01

05

A4-203 3800

MECHANICAL FLOOR ARTICULATED AS TYPICAL FLOOR FROM EXTERIOR 2810

GL01

SL1 SCR01

5MM EPOXY SCREED FINISH TO WATERPROOF MECHANICAL FLOOR

FFL +147.39 MECH FLOOR

GL02 FCL +146.44

EB1

01

02

PARTIAL SOUTH ELEVATION

B2

PARTIAL SOUTH SECTION

A4-103 1:50 @ A1

A4-103 1:50 @ A1

13

12 6000 STEEL FRAME COMPRISING 50SHS

1500

END OF RED ONYX TILE, BEGINNING OF FLOOR FINISH

BY OTHERS

01

A4-203

VISION GLASS GL01 SL1

ST01 AL01

75MM SOFFIT INSULATION

D

REMOVABLE EXTRUDED ALUMINIUM SILL PLATE EB1

ALUMINIUM COMPOSITE PANEL WITH INCOMBUSTIBLE CORE ALUMINIUM REVERSED FLANGE FRAME, ALLOWING LOUVRE SYSTEM TO BE INSTALLED INDEPENDENTLY

02

A4-203

TERRACOTTA BAGUETTE PROFILE FIXED SIDEWAYS WITH SPRING CLIPS

BOX SECTION REAR MULLION SUPPORT HOSTING ADDITIONAL LOUVRE CLIP

LINE TO DISTINGUISH 03-A4-001 AND 04-A4-001

02

A4-103

ALUMINIUM DOUBLE BANK LOUVRES

STEEL FRAME SUPPORTING TERRACOTTA PROFILES AROUND MEGACOLUMN BRACED BY TENSION RODS

AL01 TC01

03

MECHANICAL FLOOR SOUTH PLAN

A4-103 1:50 @ A1

04

SKY LOBBY SOUTH PLAN

A4-103 1:50 @ A1

GL01

05

terrorcotta terrorcotta

BY BATOPHOBIA

BY BATOPHOBIA

JAMES URLINI921240 921240 JAMES URLINI

VISION GLASS WITHIN MECHANICAL FLOOR SPANDREL PANEL

SOUTH MECHANICAL FLOOR ISOMETRIC

A4-103 1:50 @ A1

SUBJECT NAME SUBJECT NAME ABPL90118 ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY APPLIED ARCHITECTURAL TECHNOLOGY ASSIGNMENT ASSIGNMENT MODULE MODULE 04 – 05 – DESIGN DEVELOPMENT PROPOSAL DETAILED DESIGN

TUTOR TUTORIAL NUMBER TUTOR TUTORIAL NUMBER ELENA LARRIBA 04 04 ELENA LARRIBA

SITE CODE SITE CODE SITE BSITE B

DRAWING DRAWING NAME NAME MECH FLOOR AND SKY LOBBY GENERAL ARRANGEMENT SOUTH GENERAL ARRANGEMENT

GROUP COORDINATORGROUP COORDINATOR D GIORGIO D GIORGIO MARFELLA MARFELLA

SITE ADDRESS SITE ADDRESS 433-455 COLLINS ST, 433-455 COLLINS ST, MELBOURNE VIC 3000 MELBOURNE VIC 3000

SCALESCALE NTS 1:50

DATE DATE 17/06/2022 28/05/2022

A4-103 A4-001

03

B ONE UNITISED PANEL 1500

1500

535

405

250

1310

CUSTOM PROFILE EXTRUDED TERRACOTTA CLADDING

02

VERTICAL SUN SHADING ELEMENT TO REDUCE SOLAR HEAT GAIN

A4-204

FINISHED FLOOR FLUSH WITH TRANSOM

GL2

GL2

GL2

GL2

ANODISED BLACK ALUMINIUM TRANSOM FFL 2200

STACK JOINT

1045

940

960

EDGE BEAM

SPANDREL COLOURBACK GLASS

GL1

GL1

GL1

GL1 FCL ROLLER BLIND

ONE UNITISED PANEL

EQ

AIR DUCT

2555

EQ

GAP BETWEEN SUN SHADE FOR VISUAL ACCESS

EQ

2640

900

UNOBSTRUCTED VIEW OUTWARDS

01

GL2

GL2

GL2

GL2

GL1

GL1

GL1

GL1

FFL

TYPICAL NORTH FACADE ELEVATION

02

A4-104 1:20 @ A1

1000

1000

TYPICAL NORTH FACADE SECTION

A4-104 1:20 @ A1

1000

1000

TERRACOTTA CLADDING TO CONCEAL MEGA-COLUMN

250

JAMB ANCHOR

TERRACOTTA CLADDING TO CONCEAL MULLION

EDGE OF SLAB

DOUBLE GLAZED LOW E INSULATED VISION PANEL

720

B

2500

INTERMEDIATE VERTICAL ANCHOR

VERTICAL SUN SHADING ELEMENT TO REDUCE SOLAR HEAT GAIN

STEEL OUTRIGGER

03

A4-204

03

TYPICAL NORTH FACADE PLAN

A4-104 1:20 @ A1

terrorcotta terrorcotta

BY BATOPHOBIA DANIELJIJI DANIEL JE YEN TAN JAMES URLINI

1003911 1003911 915959 921240

SUBJECT NAME SUBJECT NAME ABPL90118 ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY APPLIED ARCHITECTURAL TECHNOLOGY ASSIGNMENT ASSIGNMENT MODULE MODULE 0405 –– DESIGN DEVELOPMENT PROPOSAL DETAILED DESIGN

TUTOR TUTOR ELENA LARRIBA ELENA LARRIBA

TUTORIAL NUMBER TUTORIAL NUMBER 04 04

SITE CODE SITE CODE SITE B SITE B

DRAWING NAME DRAWING NAME HIGH-RISE HOTEL TYPICAL HOTEL FLOOR DETAIL NORTH GENERAL ARRANGEMENT

COORDINATOR COORDINATOR GIORGIO GIORGIO MARFELLA MARFELLA

GROUP GROUP D D

SITE ADDRESS SITE ADDRESS 433-455 COLLINS 433-455 COLLINS ST, ST, MELBOURNE 3000 MELBOURNE VICVIC 3000

SCALE SCALE 1:201:20

DATE DATE 17/06/2022 28/05/2022

A4-104 A4-001

500 500

SUPPORT CHANNEL AT EVERY HORIZONTAL JOINT 310UC118 PRIMARY COLUMN ALUMINIUM BRACKET FIXED TO TERRACOTTA PANEL AT AND CLIPPED SUPPORT CHANNEL EVERY ONTO SUPPORT CHANNEL HORIZONTAL JOINT

VERMICULITE SPRAY TO COLUMN TO COMPLY WITH AS1530.1 NOM. 10MM JOINT AT MATERIAL JUNCTION SEALED WITH RUBBER GASKET

310UC118 PRIMARY COLUMN ALUMINIUM BRACKET FIXED TO TERRACOTTA PANEL AND CLIPPED ONTO SUPPORT CHANNEL

VERMICULITE SPRAY TO COLUMN TO COMPLY WITH AS1530.1

M16 BOLT WITH NUT AND SPRING WASHER, LOCKED WITH ALUMINIUM SERRATED WASHER TO FLOOR NOM. 10MM JOINT AT MATERIAL JUNCTION SEALED BRACKET INTERFACE WITH RUBBER GASKET

INTERNAL TERRACOTTA SUPPORT CHANNEL FIXED TO ALUMINIUM BRACKET WITH WELDED STIFFENER PLATE

FLOOR BRACKETS POSITIONED EXTENDED HOOK-ON BRACKET TO EITHER SIDE OF COLUMN SPAN BETWEEN FLOOR BRACKETS

WATERPROOF MEMBRANE

INTERNAL TERRACOTTA SUPPORT CHANNEL FIXED TO ALUMINIUM BRACKET WITH WELDED STIFFENER PLATE

EXTENDED HOOK-ON BRACKET TO SPAN BETWEEN FLOOR BRACKETS

HOOK-ON BRACKET BOLTED TO CURTAIN WALL MULLION AND COVERED WITH ALUMINIUM RETENTION BRACKET

310

HOOK-ON BRACKET BOLTED TO CURTAIN WALL MULLION AND COVERED WITH ALUMINIUM RETENTION BRACKET M12 JACKING BOLT WITH LOCK NUT FOR VERTICAL ADJUSTMENT

310

FLOOR BRACKETS POSITIONED EITHER SIDE OF COLUMN

EDGE OF SLAB M16 BOLT WITH NUT AND SPRING WASHER, LOCKED WITH ALUMINIUM SERRATED WASHER TO FLOOR BRACKET INTERFACE M12 JACKING BOLT WITH LOCK NUT FOR VERTICAL ADJUSTMENT EDGE OF SLAB

WATERPROOF MEMBRANE

THERMAL INSULATION

50 X 50 SHS SHOP WELDED TO 100 X 50 RHS

STRUCTURAL SILICONE ADHESIVE BEHIND ASSEMBLING SPACER TAPE IGU: 6MM CLEAR TOUGHENED GLASS, REFLECTIVE COATING ON FACE #2 + 14MM ARGON CAVITY + 12MM BLUE TINTED TOUGHENED SAFETY GLASS, ANODISED ALUMINIUM CAP OVER THERMAL BREAK COATING ON FACE #3 TOLOW-E PREVENT UV DEGREDATION

TERRACOTTA FAILURE RESTRAINT SYSTEM DESIGNED AND TESTED TO CONTRACTOR’S SPECIFICATIONS 50 X 50 SHS SHOP WELDED TO 100 X 50 RHS

THERMAL INSULATION

205

ANODISED ALUMINIUM CAP OVER THERMAL BREAK TO PREVENT UV DEGREDATION

205

STRUCTURAL SILICONE ADHESIVE BEHIND ASSEMBLING SPACER TAPE

TERRACOTTA SUPPORT BRACKET FIXED WITH HOLLO-BOLT TO SHS TERRACOTTA FAILUREOUTRIGGER RESTRAINT SYSTEM DESIGNED AND TESTED TO CONTRACTOR’S SPECIFICATIONS ALL EXTERNAL TERRACOTTA PANELS TO BE INSTALLED WITH EDPM SHOCK ISOLATOR GASKETS TERRACOTTA SUPPORT BRACKET FIXED WITH HOLLO-BOLT TO SHS OUTRIGGER

IGU: 6MM CLEAR TOUGHENED GLASS, REFLECTIVE COATING ON FACE #2 + 14MM ARGON CAVITY + 12MM BLUE TINTED TOUGHENED SAFETY GLASS, LOW-E COATING ON FACE #3

500

ALL EXTERNAL TERRACOTTA PANELS ALUMINIUM SUPPORT TRACK AT TO BE INSTALLED WITH EDPM SHOCK EVERY HORIZONTAL JOINT ISOLATOR GASKETS

500

50 X 50 SHS FIXED WITH M12 BOLT TO ALUMINIUM SUPPORT TRACK AT ALUMINIUM SUPPORT TRACK EVERY HORIZONTAL JOINT

50 X 50 SHS FIXED WITH M12 BOLT TO ALUMINIUM SUPPORT TRACK

POLISHED STAINLESS STEEL CAP NOTE: PROVIDE ISOLATION BETWEEN DISSIMILAR METALS MT01

POLISHED STAINLESS STEEL CAP NOTE: PROVIDE ISOLATION BETWEEN DISSIMILAR METALS MT01

10

485

10

485

01

485

485

CURTAIN WALL CLADDING DETAIL

A4-201 1:5 @ A1

EXTRUDED ALUMINIUM SILL COVER

CLIP-ON GUNMETAL STEEL PLATE TO CONCEAL TRANSOM MT02 EXTRUDED ALUMINIUM SILL COVER INTEGRATED GASKET TO ABUT GLAZING

130 NOM.

20 NOM.

120

CURTAIN WALL FLOOR BRACKET

20 NOM.

150

150

INTEGRATED GASKET TO ABUT GLAZING

130 NOM.

CLIP-ON GUNMETAL STEEL PLATE TO CONCEAL TRANSOM MT02

NOM. 70MM FIRESTOP CURTAIN WALL FLOOR BRACKET

120

FOLDED GALVANISED STEEL SMOKE FLASHING 0.6MM BMT NOM. 70MM FIRESTOP HS 50/30 HIGH TENSION CURTAIN WALL ANCHOR CHANNEL, MIN. 66MM EMBED INTO SLAB FOLDED GALVANISED STEEL SMOKE FLASHING 0.6MM BMT SPANDREL PANEL: 6MM TOUGHENED BLUE COLOURBACK GLASS + 85MM

1100

CAVITY + FOLDED BACK PAN WITH HS 50/30 HIGH TENSION CURTAIN 70MM THERMAL WALL ANCHOR CHANNEL,INSULATION MIN. 66MM EMBED INTO SLAB 700WB50 PRIMARY BEAM SPANDREL PANEL: 6MM TOUGHENED BLUE COLOURBACK GLASS + 85MM CAVITY + FOLDED BACK PAN WITH 70MM THERMAL INSULATION

1100

STEEL ANGLE CLEAT PLATE FIXED WITH M20 BOLTS TO BEAMS (REFER ENGINEER’S SPECIFICATION) 700WB50 PRIMARY BEAM

WELDED STIFFENER PLATE TO BEAM STEEL ANGLE CLEAT PLATENOTCH FIXED

830

WITH M20 BOLTS TO BEAMS (REFER ENGINEER’S SPECIFICATION) LINE OF COLUMN

830

WELDED STIFFENER PLATE TO BEAM NOTCH CEILING DROPPER ANCHORED INTO SLAB LINE OF COLUMN

ROLLER BLIND CEILING CONCEALED DROPPER ANCHORED INTO SLAB

700WB50 PRIMARY BEAM CONCEALED ROLLER BLIND

700WB50 PRIMARY BEAM SPANDREL PANEL ADAPTOR THERMALLY BROKEN TRANSOM

SPANDREL PANEL ADAPTOR FOLDED STEEL PLATE FIXED TO THERMALLY BROKEN TRANSOM MT02 TERRACOTTA CEILING PANEL CHANNEL FIXED TO SHS WELDED TO BEAM FLANGE FOLDED STEEL PLATE FIXED TO TC01 TRANSOM MT02

02

TERRACOTTA CEILING PANEL CHANNEL FIXED TO SHS WELDED TO BEAM FLANGE TC01

SOUTH MID-RISE OFFICE FACADE DETAIL

A4-201 1:5 @ A1

terrorcotta

BY BATOPHOBIA JE YEN TAN

915959

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME DETAILS 01

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE 1:5

DATE 17/06/2022

A4-201

TERRACOTTA SUPPORT CHANNEL FIXED WITH HOLLO-BOLT TO SHS

50 X 50 SHS SUBSTRUCTURE NOM. 10MM JOINT AT MATERIAL JUNCTION SEALED WITH RUBBER GASKET

EXTRUDED ALUMINIUM ANGLE BRACKET FIXED INTO SLAB TO SUPPORT STICK CURTAIN WALL SYSTEM

EDGE OF SLAB

M12 BOLT WITH NUT AND SPRING WASHER, LOCKED WITH ALUMINIUM SERRATED WASHER TO ANGLE BRACKET INTERFACE

CURTAIN WALL MULLION

POLYAMIDE THERMAL SPACER POLYAMIDE THERMAL BREAK

MECHANICAL FIXING PRESSURE PLATE

IGU: 6MM CLEAR TOUGHENED GLASS, REFLECTIVE COATING ON FACE #2 + 14MM ARGON CAVITY + 12MM BLUE TINTED TOUGHENED SAFETY GLASS, LOW-E COATING ON FACE #3

FOLDED ALUMINIUM PANEL, 70MM THERMAL INSULATION

EXTRUDED ALUMINIUM SUPPORT CHANNEL

SHS BRACING FIELD-WELDED TO CLADDING OUTRGGER STRUCTURE

65 X 65 SHS FIXED BETWEEN HORIZONTAL UB OUTRIGGERS

ALUMINIUM CLAMP TOP AND BOTTOM OF TERRACOTTA PANEL

500

2 X 75 X 50 UA SUPPORT BRACKETS FIXED WITH HOLLO-BOLT TO SHS STRUCTURE

ALL EXTERNAL TERRACOTTA PANELS TO BE INSTALLED WITH EDPM SHOCK ISOLATOR GASKETS

TERRACOTTA FAILURE RESTRAINT SYSTEM DESIGNED AND TESTED TO CONTRACTOR’S SPECIFICATIONS

POLISHED STAINLESS STEEL CAP NOTE: PROVIDE ISOLATION BETWEEN DISSIMILAR METALS MT01

100

MIN. 20MM JOINT WIDTH BETWEEN PRECAST CONCRETE ELEMENTS, CONTINUOUS JOINT SEALANT WITH BACKING ROD

485

01

10

485

VERTICAL ELEMENT CLADDING DETAIL

A4-202 1:5 @ A1

REMOVABLE STEEL FLOOR PLATE TO ENABLE INSPECTION OF CURTAIN WALL MULLION MT02 PRECAST CONCRETE ELEMENT WITH MIN. 1:100 FALL TO SPOON DRAIN TO COMPLY WITH AS4564.2 CN01

150

UPSTAND ON CONCRETE ELEMENT TO CONCEAL BOTTOM CLADDING JOINT

THERMALLY BROKEN CURTAIN WALL TRANSOM

HZA-R 38/23 HIGH TENSION SERRATED CHANNEL OR EQUIVALENT TO SLAB FACE, MIN. 220 EMBED

100 X 75 UA BRACKET SHOP-WELDED TO PFC

120

BONDEK EDGE FORM TO ALLOW CHANNEL PASS-THROUGH

2 X 125 X 75 UA TO SUPPORT CONCRETE DEAD LOAD

310UB40 UNIVERSAL BEAM OUTRIGGER COPED AROUND UB STEEL ANGLE CLEAT PLATE FIXED WITH M20 BOLTS TO BEAMS (REFER ENGINEER’S SPECIFICATION)

1150

1100

WELDED STIFFENDER PLATE TO UB UNDER POINT LOADS

WELDED STIFFENER PLATE TO BEAM NOTCH

80PFC EDGE BEAM CONTINUOUS ALONG FACADE LENGTH

700WB50 PRIMARY BEAM

830

VERMICULITE SPRAY TO BEAM TO COMPLY WITH AS1530.1 BASE PLATE WELDED TO TOP AND BOTTOM OF SHS AND FIXED WITH M12 BOLTS INTO UB (REFER ENGINER’S SPECIFICATION)

CEILING DROPPER TO SUPPORT FOLDED STEEL PLATE ANCHORED INTO SLAB CONCEALED ROLLER BLIND

89 X 89 SHS SHOP-WELDED TO PFC

PUSH-PULL CONNECTION TO STRUCTURE

CAST-IN SLOTTED CHANNEL TO ALLOW FOR VERTICAL AND LATERAL ADJUSTMENT OF CONCRETE ELEMENT

DRIP GROOVE

02

WEST LOW-RISE OFFICE FACADE DETAIL

A4-202 1:5 @ A1

terrorcotta

BY BATOPHOBIA JE YEN TAN

915959

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME DETAILS 02

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE 1:5

DATE 17/06/2022

A4-202

13

D BOX SECTION REAR MULLION SUPPORT HOSTING ADDITIONAL LOUVRE CLIP C2

D

ST01

EDGE OF SLAB

HEX HEAD CAP BOLT SERRATED WASHER TO SECURE ANCHOR PLATE IN/ OUT ADJUSTMENT ALUMINIUM BASE PLATE WITH SLOTTED HOLES FOR IN/OUT TOLERANCE ADJUSTMENT

50 93.5 49.5

CAST-IN ANCHOR WITH HEADED CONCRETE ANCHORS, EMBEDDED ANCHOR CHANNEL SHOWN JACK SCREW / VERTICAL ADJUSTMENT SCREW ALUMINIUM HOOK TC01

ALUMINIUM LOUVRE TERRACOTTA BAGUETTE BOLTED WITH SPRING CLIP TO ALUMINIUM SUBSTRUCTURE

TC01

500

DOUBLEBACK GLASS IN SPANDREL PANEL NONCOMBUSTIBLE INSULATION ALUMINIUM BACK PAN SPRAYED VERMICULITE COATING ON EB1 FOR FIREPROOFING GL02

EB1

485

01

CONCEALED BLIND AND VENT UNIT

MECHANICAL FLOOR COLUMN DETAIL

499.5

A4-203 1:10 @ A1

TC01

1000X2650 VISION PANEL IGU COMPRISING: 6MM CLEAR TOUGHENED GLASS, REFLECTIVE COATING ON FACE #2; 14MM ARGON CAVITY; 12MM BLUE TINTED TOUGHENED SAFETY GLASS, LOW-E COATING ON FACE #3

TC01

D

309.5

GL01

DPC RIGID INSULATION

TC01

SS01

205

GL01 STRUCTURAL SILICONE ADHESIVE

03

ALUMINIUM SHEET, STAINLESS STEEL FINISH, TO CONCEAL PFC AND ANCHOR CONNECTION FROM PUBLIC VIEW IN SKY LOBBY

GL01

A4-203

AL01 DOUBLE GLAZED GLASS SPANDREL PANEL IN SKY LOBBY

FRAMED SUBSTRUCTURE COMPRISING OF WELDED 50 SHS AND 100X50 RHS 500

EDPM SHOCK ABSORBING GASKET

ALUMINIUM SUPPORT TRACK WITHIN TERRACOTTA PROFILE, BOLTED TO ALUMINIUM SUBSTRUCTURE

SS01 485

02

TC01

1MM STAINLESS STEEL CAP TO ARTICULATE TERRACOTTA JUNCTION

SKY LOBBY MULLION CONNECTION DETAIL

A4-203 1:10 @ A1

GL01

D

SHIM

GL01

FOLDED ALUMINIUM BRACKET SUPPORTING STEEL SHEET BOLTED TO PFC

AL02

AL02

ST01

SL1

REMOVABLE ALUMINIUM SILL PLATE CLIPPED TO TOP OF FEMALE STACK JOINT

FLIPPER GASKET EPDM STRIP

GALVANISED STEEL SHEET (1.2MM BMT) INSTALLED AS SMOKE BARRIER, CONTINUOUSLY SEALED WITH SMOKE SEAL KINGSPAN KOOLTHERM SOFFIT INSULATION TO DAMPEN NOISE FROM MECHANICAL FLOOR INSULATION FASTENERS, MIN. HEAD DIAMETER 35MM GL01

SS01 ALUMINIUM COMPOSITE PANEL WITH INCOMBUSTIBLE CORE BONDED INSULATION B3

DRIP GROOVE SPRAYED VERMICULITE COATING ON EB1 FOR FIREPROOFING

2MM ALUMINIUM SHEET, STAINLESS STEEL FINISH

03

SPRING CLIP FOR TERRACOTTA BAGUETTE SIDEWAYS FIXING

SKY LOBBY ANCHOR DETAIL

C2

DOUBLE BANK ALUMINIUM VENTILATION AND SCREENING LOUVRE

A4-203 1:5 @ A1

99

TC01

GALVANISED STEEL BIRD MESH WITH 12.7MM X 12.7MM APERTURES

D

AL02

TERRACOTTA BAGUETTE SPRING CLIP SCREWED TO STEEL STRUCTURE IN ELEVATION

BOX SECTION REAR MULLION SUPPORT HOSTING ADDITIONAL LOUVRE CLIP

AIR GAP TO ALLOW FOR ADEQUATE MECHANICAL FLOOR VENTILATION TC01

EB1 PVC THERMAL INSULATION SPACER

50

AL02

ALUMINIUM REVERSED FLANGE FRAME

150

AL02

04

LOUVRE CLIP SCREWED TO JAMB FRAME

A4-203 250 PFC HOSTING ANCHOR

EXTRUDED ALUMINIUM PROFILE FOR FLASHING

B3

AL02 JACK SCREW / VERTICAL ADJUSTMENT SCREW

ALUMINIUM BASE PLATE WITH SLOTTED HOLES FOR IN/OUT TOLERANCE ADJUSTMENT

DOUBLE GLAZED GLASS SPANDREL PANEL

VERMICULITE-SPRAYED COLUMN IN ELEVATION

250 PFC HOSTING ANCHOR TO TIE BACK FACADE FRAME

GL01

B3

ALUMINIUM HOOK

04

MECHANICAL FLOOR ANCHOR DETAIL

05

A4-203 1:5 @ A1

terrorcotta terrorcotta

BY BATOPHOBIA

BY BATOPHOBIA

JAMES URLINI921240 921240 JAMES URLINI

SUBJECT NAME TUTOR TUTORIAL NUMBER SUBJECT NAME TUTOR TUTORIAL NUMBER ABPL90118 ELENA LARRIBA 04 04 ABPL90118 ELENA LARRIBA APPLIED ARCHITECTURAL TECHNOLOGY APPLIED ARCHITECTURAL TECHNOLOGY ASSIGNMENT ASSIGNMENT MODULE MODULE 04 – 05 – DESIGN DEVELOPMENT PROPOSAL DETAILED DESIGN

SOUTH FACADE DETAIL

A4-203 1:10 @ A1

GROUP COORDINATORGROUP COORDINATOR D GIORGIO D GIORGIO MARFELLA MARFELLA

SITE CODE SITE CODE SITE BSITE B

DRAWING DRAWING NAME NAME DETAILS 03 DETAILS

SITE ADDRESS SITE ADDRESS 433-455 COLLINS ST, 433-455 COLLINS ST, MELBOURNE VIC 3000 MELBOURNE VIC 3000

SCALESCALE NTS NTS

DATE DATE 17/06/2022 28/05/2022

A4-203 A4-002

IGU: 6MM CLEAR TOUGHENED GLASS, REFLECTIVE COATING ON FACE #2 + 14MM ARGON CAVITY + 12MM BLUE TINTED TOUGHENED SAFETY GLASS, LOW-E COATING ON FACE #3

ALUMINIUM FLOOR FRAME SMOKE SEAL/FLASHING

THERMALLY BROKEN STACK JOINT TO CONNECT UNITISED PANELS

90

FLOOR BRACKET

FLOOR PEDESTAL

120

HOOK-ON BRACKET

120MM COMPOSITE BONDEK SLAB

100

FIRESTOP INSULATION

STEEL SECTIONS BOLT AND WELDED TO ENGINEER’S SPECIFICATION

700

THERMAL INSULATION

SPANDREL PANEL: 6MM TOUGHENED BLUE COLOURBACK GLASS + 85MM CAVITY + FOLDED BACK PAN WITH 70MM THERMAL INSULATION

700WB50 EDGE BEAM

VERMICULITE FIRE SPRAY

120

50MM STAINLESS STEEL SUNSHADE SYSTEM

UNITISED ANODISED BLACK TRANSOM

ROLLER BLIND

AIR DUCT

01

NORTH FACADE ISOMETRIC

02

A4-204 NTS

TYPICAL NORTH FACADE SECTION DETAIL

A4-204 1:5 @ A1

JAMB ANCHOR

EDGE OF SLAB

INTERMEDIATE ANCHOR

M16 BOLT TO ALLOW FOR ADJUSTMENT

ALUMINIUM SUPPORT TRACK

INTERIOR CLADDING SYSTEM TO BE INSTALLED AFTER UNITISED PANELS ARE INSTALLED

UNITISED ALUMINIUM MULLION

SHS SUBSTRUCTURE

EXTRUDED MULLION TO ANCHOR OUTRIGGER TERRACOTTA PROFILE TO HIDE MULLION AND SUNSHADING CONNECTIONS 20X20 SHS OUTRIGGER TO SUPPORT TERRACOTTA AND SUNSHADE ELEMENTS

50MM STAINLESS STEEL SUNSHADE

SUN FIN STARTER BRACKET ALL TERRACOTTA TO BE INSTALLED WITH SHOCK ISOLATOR GASKETS STEEL FIN AT EACH SUNSHADE ROD

40MM CHS WELDED TO OUTRIGGER TO ALLOW SUNSHADE ELEMENTS TO BE CLIPPED ON TERRACOTTA TO BE GLAZED ON THE EXTERIOR

TENSION ROD TO SUPPORT EXTENDED OUTRIGGER

ONE UNITISED PANEL

03

TYPICAL NORTH FACADE PLAN DETAIL

A4-204 1:5 @ A1

terrorcotta terrorcotta

BY BATOPHOBIA DANIEL DANIEL JI JI JE YEN TAN JAMES URLINI

1003911 1003911 915959 921240

SUBJECT NAME SUBJECT NAME ABPL90118 ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY APPLIED ARCHITECTURAL TECHNOLOGY ASSIGNMENT ASSIGNMENT MODULE MODULE 04 – 05 – DESIGN DEVELOPMENT PROPOSAL DETAILED DESIGN

TUTOR TUTORIAL NUMBER TUTOR TUTORIAL NUMBER ELENA LARRIBA 04 ELENA LARRIBA 04

SITE CODE SITE CODE SITE B SITE B

DRAWING NAME DRAWING NAME DETAILS 04 TYPICAL HOTEL FLOOR DETAIL

GROUP COORDINATORGROUP COORDINATOR D GIORGIO D GIORGIO MARFELLA MARFELLA

SITE ADDRESS SITE ADDRESS 433-455 COLLINS ST, 433-455 COLLINS ST, MELBOURNE VIC 3000 MELBOURNE VIC 3000

SCALESCALE 1:5 1:5

DATE DATE 17/06/2022 28/05/2022

A4-204 A4-002

05

INTERNAL FLOOR FINISH

02NTS INTERNAL FLOOR DETAIL

A4-301 NTS

DATE 28/05/2022

01

SOUTH FACADE ISOMETRIC

A4-301 NTS

03

PROJECT

terrorcotta

SUPPLEMENTARY DRAWINGS

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

SITE CODE SITE B

DRAWN JE YEN TAN

915959

ASSIGNMENT MODULE 04 DETAILED DESIGN

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

TUTOR ELENA LARRIBA

GROUP D

SCALE NTS

A4-301

WEST LOW-RISE FACADE ISOMETRIC

A4-301 NTS

terrorcotta

BY BATOPHOBIA

SUBJECT NAME ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

TUTOR ELENA LARRIBA

TUTORIAL NUMBER 04

SITE CODE SITE B

DRAWING NAME SUPPLEMENTARY DRAWINGS

JE YEN TAN DANIEL JI JAMES URLINI

ASSIGNMENT MODULE 05 – DESIGN DEVELOPMENT PROPOSAL

COORDINATOR GIORGIO MARFELLA

GROUP D

SITE ADDRESS 433-455 COLLINS ST, MELBOURNE VIC 3000

SCALE NTS

915959 1003911 921240

DATE 17/06/2022

A4-301