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