Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Marianna Nigra
DESIGN DEVELOPMENT PROPOSAL WITH KEY ENVELOPE DETAILS FOR A FREE-STANDING TALL OFFICE BUILDING LOCATED IN MELBOURNE CBD Team Member
Team Member
ABPL 90118 Applied Construction, Amanda Ngieng Benjamin Forster Semester 1, 2014 - Final Assignment DESIGN DEVELOPMENT REPORT 377998
626842
Team Member
Jonathan Wirjoprawiro 390261
Tutor
Paul Jones Date
20 June 2014
Tutorial N.
10
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Marianna Nigra Design Development Proposal with Key Envelope Details for a Free-Standing Tall Office Building Located in a Hypothetical Site in Melbourne CBD Team Members Amanda Ngieng Ben Forster Jonathan Wirjoprawiro Contents Part 1 – Report 1.1 Stacking Strategy 1.2 Structural Concept 1.3 Envelope Concept Part 2 – Concept Drawings A1.1 Stacking: Plans and Section A1.2 Stacking: Model and 3D Views/Diagrams A2.1 Structure: Plans and Sections A2.2 Structure: Model and 3D Diagrams A3.1 Envelope: Typical General Arrangement A3.2 Envelope: Model and 3D Views/Diagrams Part 3 – Key Envelope Details A4.1 Lobby Façade: General Arrangement A4.2 Typical Floor: General Arrangement A4.3 Parapet: General Arrangement A5.1 Lobby Façade: Details A5.2 Typical Floor: Details A5.3 Parapet: Details
Melbourne School of Design $33/,(' &216758&7,21 Coordinator: Giorgio Marfella Senior Tutor: Marianna Nigra Author
1.1 STACKING STRATEGY (1 of 2)
1
Amanda Ngieng
2
3
Student ID
377998
4
FIG. 1 Form development diagrams showing geometry and composition. EFFICIENCY (NLA / GFA) 90% Sky rise High rise
85%
Medium rise 80%
Low rise Sky rise High rise Medium rise Low rise & car park
FIG. 3 &RPSDULVRQ RI ÀRRU SODWH HI¿FLHQFLHV ZLWK WUDGLWLRQDO RI¿FH EXLOGLQJV LQ 0HOERXUQH
KARNAK
0(/%2851( &(175$/
BOURKE PLACE
&2//,16 67
&2//,16 67
222 EXHIBITION ST
STATE BANK CENTRE
NATIONAL BANK HOUSE
COLLINS WALES HOUSE
NAURU HOUSE
ANZ TOWER
BHP HOUSE
$03 648$5(
TREASURY PLACE
ACI HOUSE
ROYAL INSURANCE
FELTEX HOUSE
75%
FIG. 2 /LIW JURXSV DQG WKH ÀRRUV WKH\ VHUYLFH
'DWD VRXUFHG IURP ABPL90118: Applied Construction Lecture 2 - Stacking Principles [PowerPoint slides].
“Karnakâ€? is 210m tall office building, excluding a 24.3m tall golden pyramid located on the roof. It features a double-height lobby area at the base of the building, as well as a double-height commercial area at the top, possibly to be used to hold restaurants. Geometry and building module: As the building was to have a clean and sharp aesthetic, the square seemed to be the most ideal shape for the floor plate. With the greatest area-to-perimeter ratio for 4-sided shapes, the square maximises the amount of internal space for a given area of building envelope. However, an extruded square made for a poorly proportioned building (fig 1.1). Using a rectangular floor plate, the proposal seeks to create a decently proportioned building while still maximising internal space (fig 1.2). A vertical recess runs through two sides of the building, creating a visual break that helps to articulate the form (fig 1.3). The base of the building is composed differently from the rest of the building in the attempt to create an illusion of a high and grand lobby. The lobby, as well as two additional office floors above it, are purely rectangular and do not have the vertical recess (fig 1.4). This base of the building will be clad differently and differentiated from the rest of the envelope. All dimensions of the floor plates are based off the 1500mm building module, which will be used to determine facade units, ceiling grids, and the subdivision of internal spaces. Central core conďŹ guration: A central core configuration is chosen for the building, as it can be used as a part of the principal structural element within the building, resisting both gravity and lateral loads. For a building of this height, a central core, as opposed to split or end cores, is useful in providing the stiffness to restrict deflections at the top of the building. Lift groups: Excluding the lobby, the building can be divided into 4 distinct sections, distinguishable by height: low-rise, medium-rise, high-rise and sky-rise. Each section is serviced by a different lift group (fig 2). The lift group for low-rise is used to service the car park and the first 8 office floors. As these floors are all close to the lobby and may be accessed by climbing the stairs, this lift group is the smallest, consisting of only 5 lifts. The other lift groups contain 6 lifts and service 10 office floors each. All lift groups are accessible from the lobby. Floor plate efďŹ ciency: The building consists of 38 lettable (office) floors for a net lettable area (NLA) of 62,346m2. The NLA is maximised by locating utilities between inactive lift groups where possible, making use of the otherwise unusable corridor spaces. As each lift group terminates, the core is reconfigured, and the space originally occupied by lifts can be included in the NLA (refer to sheet A1.2). Efficiencies of floor plates are reasonable, ranging from 79% in the lower floors to 87% in the higher ones. Compared to traditional office buildings in Melbourne, the efficiency of the low and medium rise floor plates of the building is average, while the high and sky rise plates are in the higher end of the spectrum (fig 3).
Melbourne School of Design $33/,(' &216758&7,21 Coordinator: Giorgio Marfella Senior Tutor: Marianna Nigra Author
1.1 STACKING STRATEGY (2 of 2) Floor plate Low rise 0HGLXP ULVH High rise 6N\ ULVH
Min. lease depth P P P P
Max. lease depth 13.5m P 21m 21m
FIG. 4 7KLV WDEOH VKRZV WKH PLQLPXP DQG PD[LPXP OHDVH GHSWK IRU HDFK GLVWLQFW ÀRRU SODWHV /HDVH GHSWKV DUH URXQGHG RII WR WKH QHDUHVW EXLOGLQJ PRGXOH IRU FODULW\
Amanda Ngieng
MALE
Student ID
377998
FEMALE
1
MALE
FEMALE
2
STORE
FEMALE
MALE
3 1 Sky rise 2 High rise STORE
3 Medium rise 4 Low rise FEMALE
7\SLFDO ÀRRUV serviced Possible backup
MALE
Shallow spaces Intermediate spaces 4
FIG. 7 5HĂ€HFWLRQ RI WKH VXQ IURP (XUHND 7RZHU 6RXUFHG IURP .ULVWLDQ 3DUURWW Eureka tower SKRWRJUDSK YLHZHG -XQH KWWS ZZZ DEF QHW DX QHZV WKH VXQV UD\V EHDP RII WKH WRS RI WKH HXUHND WRZHU !
Deep spaces
FIG. 5 0L[ RI VKDOORZ DQG GHHS VSDFHV ZLWKLQ W\SLFDO ÀRRU SODWHV
FIG. 6 0HFKDQLFDO ÀRRUV DQG WKH ÀRRUV they service.
Leasing depth: Excluding the lobby, the building has 4 distinct floor plate and core configurations, each with varying leasing depths (fig 4). Overall, the leasing depth does not go below 10.5m, ensuring sufficient space to give flexibility to the working arrangements within. As the lift groups are terminated and the core is reconfigured, the maximum lease depth increases, going up to 21m. The mix of shallow and deep spaces (fig 5) seeks to strike a balance between the common lease depths in Melbourne (approx. 12m) and the recent trend for deeper spaces. These deeper spaces allow for large open plan spaces that can encourage interconnected work environments. Floor-to-oor height: A generous 4.2m floor-to-floor height for the office floors allow for plenty of space for services and structure, while maintaining a sense of openness with its high ceiling. Additionally, this height allows for larger openings in the facade, which in turn allows sunlight to penetrate into the deeper spaces. Mechanical oors: There are 4 mechanical floors which are spaced 42 meters apart. On average, each mechanical floor services 10 typical office floors, although the topmost mechanical floor services an additional double-height commercial space. The equally spaced mechanical floors help in the composition of the overall building, and keeps it looking balanced. Additionally, each mechanical floor is capable in servicing 10-12 additional office floors, and can essentially work as a backup should any of the mechanical floors fail (fig 6). Building as a city landmark: As part of the sleek racing car aesthetic that is to be conjured in the facade, a symbolic golden pyramid lies on the top of the building, acting as a hood ornament and drawing attention to the brand. It also acts as a controversial cap to the building, hiding services on the roof, and is a protest against the similarity of all high-rise glass boxes. On days with the right atmosphere and weather conditions, the golden pyramid will reflect sunlight and is expected to produce an effect quite similar to that of the Eureka tower (fig 7). Overall, the building is located on the corner of a street and is magnificently tall in comparison to its surrounding buildings. Combined with the golden pyramid that gives it character, the building has the potential to act as a city landmark.
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Marianna Nigra
1.2 STRUCTURAL CONCEPT (1 of 2)
Fig 1
Author
Benjamin Forster
Student ID
626842
Fig 4
Fig 7 Fig 2
Fig 5
Fig 3
Fig 6
Fig 8
Our building is located in Melbourne, Australia where the two primary force loads are wind and gravity (Fig 1&2). It uses a number of conventional structural strategies already used in many tall building designs. In order for our structure to perform it has to also take into account design considerations for commercial application, in particular the need for floor plates to be as free from clutter as possible, to maximise the net let-table floor space and to keep the corners of the building free for highly sought after corner offices (Fig 5). The building, at around 200m, does not require the more exotic outrigger and exo-skeletal systems seen in taller buildings and is most economically constructed using a core system. Concrete is a popularly accepted product in Australia, both cheap to produce and relatively cheap to labour with. The post-tensioned (PT) system is widely used and understood. Concrete is strong in compression and the addition of the PT cables gives it tensile strength. Our building design calls for economic rationalisation over aesthetic and this was the primary reason for our use of this system. This being said the use of concrete gave us the design opportunity to reveal the structure in several areas of the building particularly the lobby and mezzanine floors (4.1, 5.1). SHAPE & ORIENTATION: We designed our building to be symmetrical on two axis creating even loads around the core of the building (Fig 3). Being almost square made the overall structural configuration fairly simple when compared to those tall buildings with a complicated configurations such as offset cores. To decrease the wind load on the building the edge is oriented toward Melbourne’s prevailing North Westerly (Fig 4). CORE: A central core of concrete stabilises the building against wind loads and provides a core within which to house the building’s services (Fig 1). The core is minimally perforated with doorways to maintain its structural integrity (Fig 6). As the height of the building rises, and the vertical and horizontal pressures on the core decrease, the width of the walls decreases as a cost saving measure. At ground floor the cores wall are 600mm thick and by skyrise 350mm thick. The lifts inside the core don’t service all floors and as lifts drop away so does that area of the core that houses it. Again a cost saving measure. In order to maintain the vertical structural integrity columns are put in place at the corners where two core walls meet on floors below (Fig 7).
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Marianna Nigra
1.2 STRUCTURAL CONCEPT (2 of 2)
Author
Benjamin Forster
Student ID
626842
Fig 9 Fig 11
Fig 10
Fig 12
Photographs: Ben Forster, Primo Tower and Abode
FLOORS: The 160mm slab floors are cast in situ, tied back to the core with reinforcing rods and dowels (Fig 8), and strengthened using a post-tensioned (PT) floor system (Fig 9). Where areas of the floor need strengthening, due to potential live loads, band beams are introduced cast to a depth of 470mm (Fig 10). COLUMNS: An edge beam runs around the perimiter of the floor plate to support columns (Fig 8). These columns stack above each other in plan taking the verticalload of the building (Fig 2) but provide no horizontal support. As part of the economic rationalisation the size of the columns decreases as the building rises in height and the vertical load on the columns decreases. The columns start at 900x900mm in the foyer with aesthetically oversized corner columns to reinforce the solidity of the building at 1800x1800mm. Over the medium, high and sky-rise floors the columns reduce to 600x600mm, 500x500mm and 400x400mm UNITISED UNIT: The edge beam of the floor slab supports the unitized window units that hang from them (Fig 11). SUMMARY & CONCLUSION: The system we choose uses 5 key structural components all constructed from concrete. A core, colums, edge beam, band beams and PT cables (Fig 12). This system, with only one key material, concrete, and a symmetrical building design has resulted in a very prosaic structural arrangement. It is very likely that it is currently over-engineered and both the number of columns and band beams could be reduced to greater cost saving. Our structural configuration has the advantage of construction process. The core can be constructed with a jump form ahead of the slabs that are cast several floors below the rising core. As the floors are completed construction crews can begin bringing them to finish while construction continues above. With practiced co-ordination this can make for a very fast paced build process. This process is illustrated in the photographs from Primo Tower and Abode in Melbourne both residential towers constructed with a concrete core and floor slabs. Some differences are the use of sheer walls and not columns (photo 2 L to R) and a stepped facade with the sheer walls revealed (photo 3). Photographs 5 show’s the jump form used construct the central core and photo 6 the PT cables incasesed in silvery sleeves being layed along with reinforcing and pipework before the concrete slab is poured.
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Marianna Nigra
1.3 ENVELOPE CONCEPT (1 of 2)
Fig. 1 Indicative diagram of facde pattern and partial parametric script taken from Grasshopper 3D.
Fig. 2 Diagram of stack effect and double-height louvered opening.
Author
Jonathan Wirjoprawiro
Student ID
390261
Fig. 3 Sawtooth glass facade at entry.
Fig. 4 Structural silicon and spider fitting welded back to steel column holding a glass facade.
Fig. 5 Section diagram of unitised curtain wall panel.
OVERVIEW: The fundamental concept of the envelope is driven by the need for an environmentally sustainable design. To limit the building’s overall heat gain and visible light transmittance, the facade was determined by a parametric algorithm (Fig. 1). This facade consists mainly of unitised curtain wall panels which are designed to create a pattern of undulating transparency throughout the building. The pattern’s visual quality was inspired by the Pajol Sports Center designed by Brisac Gonzalez (refer to sheet A3.2). STACK VENTILATION: To utilise Melbourne’s prevailing wind conditions, the atria are oriented to the north-west and south-east. A 2-storey louvered opening (Fig. 2) allows air to enter these 9000x3000mm atria from the 4th floor of the building, and draw air from the inside of the building all the way up like a chimney. This stack effect helps the regulation of the building’s temperature, and the air flow exchange improves the quality of air inside. GLAZING AND CURTAIN WALL: 8/1.52/8mm “Viridian Vfloat Clear” laminated glass is used for the lobby and lower floors (Fig. 3) as a compositional/ aesthetic variation to the building’s overall facade. The main entry to the building is a large revolving door on the east side, facing William Street. A sawtooth glass facade runs through the entry side of the building and uses structural silicone at perpendicular butt joints (drawing 02, sheet A5.1). The laminated glass uses “NFK” spider fittings (Fig. 4) throughout the 1st and 2nd floors. They are bolted back onto the edge beams of intermediate floors and also welded back to SHS columns (refer to A5.1). This detail removes the need for mullions between glazing. 6/12/6mm clear double glazing is used throughout all four sides of the atria, as well as the top floor of the building. This accentuates the ventilation shaft with a bright light coming from the office spaces at night, and gives 360 degrees of unobstructed views from inside the top floor of the building. A corner split-mullion as detailed on sheet A5.2 is used for the atrium spaces. The envelope at the typical floor is a series of unitised, prefabricated curtain wall panels (Fig. 5). These panels span floor to floor, they are 180mm thick, and are divided into three sections; a glazed section, an aluminium-clad section, and a section mounted with photovoltaic cells. Because amorphous photovoltaic cells are flexible and relatively inexpensive, it is installed at the top of each of these panels. The Building-Integrated Photovoltaics (BIPV) act as an active ESD system, and together in a line with the other panels, the PV cells’ dark colour form the spandrel for each floor and covers the edge beams behind them. The aluminium-clad section is fitted with insulation batts and has a U-value of 0.060 and a thermal decrement value of 0.4. The extremely low heat-transfer coefficient is a key part of the building’s overall thermal performance, and mitigates the heat-gain problems faced by many high-rises that employ curtain wall systems. The brushed finish to the aluminium sheet gives the building a sleek look with a subtle texture, which limits the blinding reflectivity that might otherwise come from metals.
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Marianna Nigra
1.3 ENVELOPE CONCEPT (2 of 2)
Author
Jonathan Wirjoprawiro
Student ID
390261
SUBSILL FLASHING WITH DRIP. ADJUSTABLE STEEL CHANNEL BOLT-ANCHORED TO EDGE BEAM.
ADJUSTABLE - FOR VARIABLE DISTANCE CLOSER OR FURTHER FROM EDGE BEAM. AMORPHOUS PV CELLS.
Fig. 5 Section detail from A5.2, indicatively showing rainwater path in blue.
Fig. 6 Mobile hydraulic platforms used to clean facades for tall buildings.
Each prefabricated wall panel at the typical floor uses 3 sheets of low-emissivity laminated glass, with two sheets arranged as 6/12/6mm on the outside and another 6mm sheet on the inside face (refer to A5.2). The voids in between these sheets also aid with acoustic insulation. Widths of the glazing section of each panel vary according to the parametric algorithm, with lower and upper limits of 500mm and 1400mm respectively. While the panels are fully prefabricated off-site, installation of steel channels and various other details have to be done in-situ (A5.2). These steel members are bolt anchored into the edge beams, and allow for three-dimensional variances between floors, up to 50mm out. The top mullion of the curtain wall panel is custom-designed so that it latches on to the steel channels without needing any additional fixings at places with limited access. The facade is designed in a way that it creates a horizontal shadow line throughout the whole building at every floor. There is also a steel column at the three-mullion connection as detailed in A5.2 which creates a vertical shadow line. The variable space between the curtain wall panel and the edge beam is filled with rockwool firestop and smoke sealed. The arrangement of the envelope on the building is such that it uses a variety of waterproofing strategies. There is a wash angle in the custom-designed mullions of the unitised panels. A flashing is also detailed between the subsill of one panel and spans the shadow line (A5.2) with a downturn to manipulate the flow pattern of rainwater hitting the facade (Fig. 5). All split-mullions and transoms are also equipped with their own water labyrinths. The capping at top of the parapet also has a wash - a 3 degree fall directed towards the core. On the “flat� roof runs a series of box gutters that re-direct rainwater into downpipes and a drainage system located in the voids provided by the suspended ceilings. MECHANICAL FLOORS: There are four double-height mechanical floors in the building, and these floors require air flow directly from the outside. The envelope of the mechanical floors consist of angled horizontal aluminium louvers to stop water from coming in, and these sit behind perforated aluminium panels (refer to sheet A4.2). These aluminium panels are perforated with rectangular strips in a pattern similar to the rest of the facade. MAINTENANCE: Having a rectilinear form makes cleaning the facade relatively straight-forward. Guide rails are installed at the roof of the building and a Building Maintenance Unit (BMU) sits on the rails. This allows the BMU to move along the perimeter of the roof (refer to sheet A5.3) and access the outside face of the building as well as the two atria. The cradle is a two-man platform with bumpers to allow it to safely lean on the facade and clean all 4 sides of an atrium. Cleaning of the lobby facade is done from the ground floor using mobile hydraulic platforms (i.e. Fig. 6). Additional note: Figures 4 and 6 are general images taken from Google Images.
1.
Volumetrically maximising the space by having an extruded square.
2.
Modifying the slenderness ratio to achieve tall-building glory.
3.
Form articulation by means of recessing a portion of the building.
4.
Visual iteration of articulated recess for a more appealing aesthetic.
5.
Necessary vertical planning and stacking strategy incorporating mechanical floors.
6.
Compositional variation for the lobby and some of the lower floors.
SPECULATIVE COMPOSITIONS FOR SKY-LOBBY AND VANITY
SPECULATIVE COMPOSITION FOR LOWER FLOORS
PHOTOS OF MODEL IN PROGRESS
A1.1
STACKING DIAGRAMS SKETCHES PHOTOS
NUMBER OF MECHANICAL FLOORS: 4 TOTAL HEIGHT (EXCL. VANITY): 210 METRES FLOOR TO FLOOR HEIGHT: 4.2 METRES CORE LAYOUT: LAMBO
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
RL: 232.0
RL: 223.6
MALE
RL: 215.2
FEMALE
MALE
01 -
TYPICAL FLOOR PLAN: HIGH-RISE GROSS FLOOR AREA: 1962m2 NET LETTABLE AREA: 1674m2 EFFICIENCY: 85%
SKY-RISE
FEMALE
01 -
TYPICAL FLOOR PLAN: SKY-RISE GROSS FLOOR AREA: 1962m2 NET LETTABLE AREA: 1710m2 EFFICIENCY: 87%
38th Floor
RL: 211.0
37th Floor
RL: 206.8
36th Floor
RL: 202.6
35th Floor
RL: 198.4
34th Floor
RL: 194.2
33rd Floor
RL: 190.0
32nd Floor
RL: 185.8
31st Floor
RL: 181.6
30th Floor
RL: 177.4
29th Floor
RL: 173.2
RL: 164.8
28th Floor
9000
26th Floor
13500
10500 STORE
48000
24th Floor 23rd Floor 22nd Floor 21st Floor
STORE
FEMALE
25th Floor
RL: 160.6
MECHANICAL A C FLOORS O
27th Floor
HIGH-RISE
42000
10500
FEMALE
01 -
RL: 148.0 RL: 143.8 RL: 139.6 RL: 135.4
RL: 127.0
19th Floor
MALE
RL: 152.2
RL: 131.2
10500
20th Floor
MALE
RL: 156.4
RL: 122.8
01 -
RL: 114.4
18th Floor
RL: 110.2
TYPICAL FLOOR PLAN: LOW-RISE GROSS FLOOR AREA: 1962m2 NET LETTABLE AREA: 1546m2 EFFICIENCY: 79%
TYPICAL FLOOR PLAN: MEDIUM-RISE GROSS FLOOR AREA: 1962m2 NET LETTABLE AREA: 1603m2 EFFICIENCY: 82%
MEDIUM-RISE
17th Floor
RL: 106.0
16th Floor
RL: 101.8
15th Floor
RL: 97.6
14th Floor
RL: 93.4
13th Floor
RL: 89.2
12th Floor
RL: 85.0
11th Floor
RL: 80.8
10th Floor
RL: 76.6
9th Floor
RL: 72.4
RL: 64.0
8th Floor
RL: 59.8
01 -
LOW-RISE
7th Floor
01 -
RL: 55.6
6th Floor
RL: 51.4
5th Floor
RL: 47.2
4th Floor
RL: 43.0
3rd Floor
RL: 38.8
2nd Floor
RL: 34.6
1st Floor
TYPICAL FLOOR PLAN: LOBBY GROSS FLOOR AREA: 2016m2
LOBBY
LITTLE BOURKE STREET
RL: 30.4 BOURKE STREET
RL: 22.0
Denotes location of toilets, corridors, and other non-leasable areas in the plans.
01 -
A1.2
PLAN DIAGRAMS SECTION DIAGRAM
SECTION DIAGRAM 1:500
GROSS FLOOR AREA: 86,490 NET LETTABLE AREA: 62,346 NUMBER OF LETTABLE FLOORS: 38 CONSTRUCTION MODULE SIZE: 1500 X 1500mm
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
A
B
C
D
E
F
G
H
07 -
1 06 -
06 -
MALE
FEMALE
6750
2
3 6750
07 -
4
STORE
1:500
6750
5
SKY-RISE
48000
6750
05 -
FEMALE
6
MALE
6750
MALE
FEMALE
6750
7
04 -
8
HIGH-RISE 1:500
9 9000
4200
8100
4200
9000
42000
01 -
TYPICAL LOW-RISE STRUCTURAL FLOOR PLAN 1:200
STORE
FEMALE
MALE
BAND BEAMS 470mm DEEP
06 -
SECTION
03 -
1:100
MEDIUM-RISE 1:500
CONCRETE SLAB DEPTH 160mm
STORE
CONCRETE COLUMN 900mm
CONCRETE EDGE BEAM 900 x 400mm
FEMALE
MALE
CORE WALL CONCRETE 600mm AT GROUND FLOOR, STEPPING DOWN TO 350mm AT SKY-RISE SERVICES SUSPENDED CEILING
POST-TENSIONED CONCRETE BEAM 470mm DEEP
07 -
02 -
SECTION 1:100
A2.1
STRUCTURAL PLANS SECTIONS
COLUMN SIZES: LOBBY LARGE COLUMNS AT 1800 x 1800mm 900 x 900mm FOR LOW RISE, 600 x 600mm FOR MEDIUM RISE, 500 x 500mm FOR HIGH RISE, 400 x 400mm FOR SKY RISE
LOBBY, 1ST, AND 2ND 1:500
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
SKY RISE
HIGH RISE
MEDIUM-RISE
LOW RISE
01 -
STRUCTURAL COMPENSATION AT THE CORE FOR DROPPING ELEVATOR GROUPS
02 -
NOT TO SCALE
DIAGRAM OF OVERALL STRUCTURAL CONFIGURATION NOT TO SCALE
470mm DEEP POST-TENSIONED CONCRETE BEAM
CORE WALL CONCRETE 600mm
SUSPENDED CEILING
900 x 900mm CONCRETE COLUMN
900 x 400mm CONCRETE EDGE BEAM
03 -
PARTIAL DIAGRAM OF STRUCTURAL CONFIGURATION INDICATIVELY SHOWING LOAD PATHS NOT TO SCALE
PHOTOS OF MODEL IN PROGRESS
A2.2
PLAN DIAGRAMS SECTION DIAGRAM
TYPICAL FLOOR FRAMING: POST-TENSIONED CONCRETE TUBE-IN-TUBE CORE WALL THICKNESS: 600mm TAPERING DOWN TO 350mm AT SKY-RISE
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
DESIGN OF PASSIVE AND ACTIVE ESD SYSTEMS The form of our building presents an excellent opportunity to design for stack ventilation. We aim to achieve this by covering the recessed portions of the building, thus essentially creating two atria. The two atria will be oriented so as to utilise Melbourne’s prevailing wind conditions. Immediately above the podium of the building is an opening to allow the wind to come in and drive the effect. The spandrels provide a ready place for PV. Amorphous silicon PV cells have been incorporated into the unitised curtain wall for their durability and ease of installation.
02 -
DIAGRAMS OF STACK VENTILATION AND ATRIUM OPENING AT PODIUM LEVEL NOT TO SCALE
04 -
CLEAR GLAZING EMPLOYED TO REVEAL STRUCTURAL ELEMENTS AT PODIUM LEVEL, INCLUDING OVERSIZED COLUMNS AT CORNERS
AMORPHOUS SILICON PV CELLS
02 A3.2
BRUSHED ALUMINIUM CLADDING
LOW-E DOUBLE GLAZED UNIT - FENESTRATION WIDTHS DEFINED BY PARAMETRIC ALGORITHM POWDER-COATED ALUMINIUM MULLION
02 -
04 -
03 03 -
ELEVATION 1:50
PARTIAL NORTH ELEVATION 1:200
01 A3.2
01 -
WEST ELEVATION 1:500
A3.1
ELEVATIONS DIAGRAMS
SCHEME B - METAL SKIN PASSIVE ESD: STACK VENTILATION, INSULATED CURTAIN WALL UNITS ACTIVE ESD: BUILDING-INTEGRATED PHOTOVOLTAICS
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
AMORPHOUS PHOTOVOLTAIC CELLS AS SPANDRELS
SUSPENDED CEILING ALLOWS FOR GENEROUS SERVICE VOID
6mm CLEAR GLAZING
STRUCTURAL COLUMNS
01 A3.1
04 -
PLAN DIAGRAM 1:100
POST-TENSIONED CONCRETE BEAM SPANNING THE ATRIUM
02 A3.1
DESIGN OF UNITISED PANEL SYSTEM
SECTION 1:50
The panels have been designed with aesthetic and energy efficient considerations. An algorithm has been developed to vary the ratio of aluminium to glazing over the course of the facade. Energy ratings have been obtained using Autodesk® Ecotect®. INSULATED PANEL MITIGATES HEAT LOSS/GAIN SCHEDULE:
TINTED DOUBLE GLAZING REDUCES GLARE/VLT VOIDS ACTING AS ACOUSTIC INSULATION
1. BUILDING INTEGRATED PHOTOVOLTAICS
INSIDE
1
2. DARK COLOURED POWDERCOATED ALUMNIUM MULLIONS 3. PLASTERBOARD 4. SELECTED BRUSHED ALUMINIUM SHEET 5. SELECTED LOW-E TINTED GLASS
OUTSIDE 2
03 -
POLYSTYRENE INSULATION BATTS
ESD PLAN DIAGRAM 1:10 3
6mm SINGLE GLAZE 150mm VOID 6/12/6mm LOW-E DOUBLE GLAZING
ALUMINIUM-CLAD SEGMENT U-VALUE (W/M2 K): 0.060 VISIBLE TRANSMITTANCE (0-1): 0 THERMAL DECREMENT (0-1): 0.4 EMISSIVITY: 0.86
10mm PLASTERBOARD 25mm AIR GAP 140mm POLYSTYRENE INSULATION BATTS 25mm AIR GAP 5mm SELECTED BRUSHED ALUMINIUM SHEET
4 WINDOW SEGMENT U-VALUE (W/M2 K): 2.410 VISIBLE TRANSMITTANCE (0-1): 0.75 THERMAL DECREMENT (0-1): 0.611 EMISSIVITY: 0.86 REFRACTIVE INDEX OF GLASS: 1.74
5
SELECTED DARK-COLOURED POWDER-COATED ALUINIUM MULLION
INSIDE OUTSIDE
04 -
05 -
UNITISED PANEL MATERIALS NOT TO SCALE
DETAIL PLAN 1:10
VISUAL PRECEDENT: PAJOL SPORTS CENTER BY: BRISAC GONZALEZ
PHOTOS OF MODEL IN PROGRESS
A3.2
PLANS SECTIONS PHOTOS
FLOOR TO FLOOR HEIGHT: 4200mm CONSTRUCTION MODULE SIZE: 1500 X 1500mm
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
LT. BOURKE STREET
FOYER
03 -
GF-2A
WL-1A
WL-1A
22 000
N
GL
disability release
WL-1A
CL-2A
CL-2A
WL-1A
CL1A
A -1
bollard
03 -
04 -
02 A5.1
PARTIAL PLAN
01 -
WILLIAM STREET
1:100
KEY PLAN
02 -
1:500
FFL 43000
LEGEND
UC-2A
CH 3260
Basalt exfoliated paver 600x400
GF-2A
Travertive paver 600x400
GF-3A
'Geo Flooring' Norament entry mat - grey
WL-1A Plywood to pillar, DELUX Luxathane - yellow
OFFICE SPACE
GL-2A
GF-1A
WL-2A VersaFlex clear coat epoxy to CLASS 2 finish
UF-1A
01 A5.1
FFL 38800
CL-1A
'AGP Diamond' unit with drive in slab pit
CL-2A
'Tomax' automatic slider to column recess
UF-1A
'Geo Flooring' Eco Zen carpeting - grey
UF-2A
Boralstone 'snowdrift' polished concrete screed
WL-2A
UF-2A
CH 3300
GL-1A FFL 30370
UC-1A 'Screenwood' timber batten system - western red cedar
4110
MEZZANINE 2200
WL-1A
4470
UC-1A
WL-2A
CH 7470
UC-1A
WL-2A
'NFK' spider fittings throughout
04 -
UC-2A Suspended plaster ceiling, Gyprock or eq. GL-1A
'Viridian Vfloat Clear' laminated glass 8/1.52/8mm
GL-2A
Unitized curtain wall system
PARTIAL ELEVATION 1:100
GL-1A 03 A5.1 4000
03 -
GF-2A
FFL 22000
GF-3A
GF-1A
3030
CL-1A
SECTION 1:50
A4.1
PLAN DETAIL SECTION DETAIL ELEVATION
GENERAL ARRANGEMENT: GROUND LOBBY FACADE AND ENTRY GLASS FIN PROPRIETARY REVOLVING DOOR AUTOMATIC SLIDING DOOR SAWTOOTH GLASS FACADE
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
LOUVERS FIXED ONTO SHS COLUMNS AT MECHANICAL FLOORS.
01 A5.2
900x900mm STRUCTURAL CONCRETE COLUMN. SPLIT MULLION USED FOR INTERNAL CORNERS.
PERFORATED ALUMINIUM PANEL COVERING LOUVERS BEHIND. FIXED ONTO COLUMNS WITH BATTENS.
ALUMINIUM FLASHING
CARPET FINISH FOR TYPICAL OFFICE FLOOR GOES OVER THE SLAB EDGE AND COVERS THE CHANNELS AND FIRESTOPS. EDGE BEAM CONTINUES FROM EITHER SIDE OF THE ATRIUM TO SUPPORT CURTAIN WALL SYSTEM AS USED THROUGHOUT THE BUILDING.
04 02 A5.2
03 A5.2
UNITISED CURTAIN WALL PANELS: - AMORPHOUS PV CELLS - LOW-E DOUBLE GLAZING - BRUSHED ALUMINIUM CLADDING
EXPOSED STRUCTURAL CURTAIN WALL CHANNEL THROUGHOUT ATRIUM.
SUSPENDED CEILING
01 -
SELECTED BURHSED ALUMINIUM SHEETS DESIGNED TO OVERLAP AND COVER THE MULLION JOINT BETWEEN IT AND THE DOUBLE GLAZING.
UNITISED PANEL SYSTEM WITH 6/12/6mm CLEAR DOUBLE GLAZING THROUGHOUT ALL FOUR SIDES OF ATRIUM.
INSULATION BATTS WITHIN UNITISED PANELS. WIDTH VARIES FOR EACH PANEL.
80mm SHADOWLINE CREATED BY THREE-MULLION CONFIGURATION.
PARTIAL PLAN
02 -
1:20
AXONOMETRIC DIAGRAM NOT TO SCALE
PERFORATED ALUMINIUM PANELS (>50% AIRFLOW) - PERFORATION PATTERN DESIGNED TO SUIT OVERALL BUILDING ELEVATION. 50mm METAL BATTENS. 900 x 900mm CONCRETE COLUMN.
04 A5.2
200 x 200mm SHS COLUMN BOLT-FIXED ONTO SLAB. 200mm ALUMINIUM LOUVERS FIXED AT A 45 DEGREE ANGLE ON HORIZONTAL RODS THAT ARE FIXED ONTO COLUMNS. AMORPHOUS PHOTOVOLTAIC CELLS. 160mm INSULATION BATTS AS PART OF UNITISED CURTAIN WALL PANEL. ROCKWOOL FIRE STOP. SMOKE SEAL. CONDUIT OPENING WITHIN EDGE BEAM FOR PV SYSTEM. 10mm PLASTERBOARD SUSPENDED CEILING - CEILING IS FIXED ONTO BOTTOM OF EDGE BEAM AT THE ENVELOPE.
6/12/6mm LOW-E DOUBLE GLAZING. 6mm CLEAR SINGLE GLAZE.
AMORPHOUS PV CELLS GRID.
RENDERED EDGE BEAM AT THE ATRIUM VISIBLE FROM THE OUTSIDE.
LOW-E DOUBLE GLAZING. BRUSHED ALUMINIUM CLADDING.
03 -
PARTIAL ELEVATION
PERFORATED ALUMINIUM PANELS AT MECHANICAL FLOORS COVERING LOUVERS BEHIND.
200x200mm SHS COLUMN AT DOUBLE-HEIGHT FLOORS TO SUPPORT CURTAIN WALL.
STEEL CHANNEL ACCORDING TO ENGINEERS' SPECIFICATIONS FIXED DIRECTLY ONTO EDGE BEAM CREATING A SHADOW LINE BETWEEN FLOORS.
6/12/6mm CLEAR DOUBLE GLAZING THROUGHOUT ATRIUM.
04 -
1:200
A4.2
PLAN DETAIL SECTION DETAIL ELEVATION
05 A5.2
3mm CARPET 10mm UNDERLAY DIRECTLY ON SLAB
ATRIUM
GENERAL ARRANGEMENT: INTERFACE WITH MECHANICAL FLOOR PERFORATED ALUMINIUM PANELS ANGLED HORIZONTAL LOUVERS
SECTION 1:20
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
03 -
75X75X10mm EA GUIDE RAIL
REMOVABLE TRACKS TO PARK BUILDING MAINTENANCE UNIT STRAIGHT RAIL SECTION TO BE REMOVED STEEL RAIL TO FORM SAFETY BARRIER AND KEEP PARAPET LOW
REPLACE RAIL TO PARK BMU
02 A5.3
SPANDRELS IN ATRIUM DOES NOT HAVE PV, BUT IS TO HAVE THE SAME APPEARANCE TO GIVE VISUAL EFFECT OF A CONTINUOUS BAND 1500X1500mm BUILDING MODULE GRID
505
12 00
385
0° .0 90
940
120X120X10mm FLAT PLATE BOLTED TO SCREED
SPANDRELS NOT IN ATRIUM TO HAVE PV INTEGRATED
3° FALL
CRADLE: TWO MAN PLATFORM 70° MAX SWING
00 12
FALL
0° .0 90 3° FALL
220
3mm SHEET ANODISED ALUMINIUM PARAPET CAPPING AT 3° FALL TOWARDS BUILDING
485
OPEN ATRIUM FOR STACK VENTILATION
MIN 1300mm HIGH STEEL SAFETY RAIL BOLTED TO CONCRETE AT 1500mm CTRS IN CENTER OF BUILDING MODULE GRID
02 -
01 -
PARTIAL PLAN 1:50
750
ANODISED ALUMINIUM PARAPET CAPPING
500 100mm SHADOW LINE
SPANDREL WITH AMORPHOUS SILICON PHOTOVOLTAIC CELLS BEHIND 6mm CLEAR GLAZING
05 A5.3
1500
ALUMINIUM MULLION WITH LIGHT GREY EVERCOAT POWDER COATING
BUILDING MODULE
1670
6/12/6mm CLEAR LOW-E DOUBLE GLAZING OF ATRIUM
MULLION TO BE FLUSHED WITH BOTTOM OF CEILING
MIN 1300mm HIGH ALUMINIUM SAFETY RAIL WITH LIGHT GREY EVERCOAT POWDER COATING
1500
STRUCTURAL COLUMN VISIBLE BEHIND 6/12/6mm CLEAR LOW-E DOUBLE GLAZING OF SKY LOBBY
02 -
PARTIAL ELEVATION
04 -
1:50
JIB POSITION IN OPERATION
ISOMETRIC 1:50
JIB PARKING POSITION
CRADLE: TWO MAN PLATFORM WITH BUMPERS ON BOTH SIDES
5100mm MAX REACH 385mm CLEAR TRACK FOR BUILDING MAINTENANCE UNIT: 75X75X10mm EA GUIDE RAIL; 120X120X10mm FLAT PLATE BOLTED TO SCREED
MIN 1300mm HIGH STEEL SAFETY RAIL WITH VERTICAL RAILS AT 500MM CTR, BOLTED TO CONCRETE AT 1500mm CTRS.
03 A5.3
1500
T.O. RAIL 233 500
T.O PARAPET 232 600
POST-TENSIONED CONCRETE BAND BEAM
01 A5.3
RESTAURANT FCL: 230 600
STRUCTURAL CONCRETE COLUMN
03 -
ROOF CONSTRUCTION: VULCAM 360NF/951NF LIQUID POLYURETHANE RUBBER MEMBRANE SYSTEM; CONCRETE SCREED AT 2° FALL TO DOWNPIPE; REINFORCED CONCRETE SLAB AS SPECIFIED; 145mm THK R3.6 ROOF INSULATION OVER WIRE MESH 6/12/6mm CLEAR LOW-E DOUBLE GLAZING
930
EDGE BEAM
04 A5.3
ROOF SSL: 232 000
PARAPET STRUCTURE: 3mm SHEET ANODISED ALUMINIUM PARAPET CAPPING AT 3° FALL; SHIM AS REQ; 100mm SHADOW GAP; SELECTED POWDER-COATED ALUMINIUM MULLION; SPANDREL IN COLOUR OF PV.
KINGWOOD SUSPENDED LINEAR CEILING SYSTEM: HANGING RODS AT 1200mm CTRS; 700mm DEEP CLEAR CEILING SPACE FOR DRAINAGE SYSTEM; 40mm ACOUSTIC INSULATION; 60mm DEEP GRID, 20mm GAP BETWEEN PROFILES; 140X20mm THO-08 SAPELI PROFILE
SECTION 1:50
A4.3
PLAN DETAIL SECTION DETAILS ELEVATION
GENERAL ARRANGEMENT: ROOF FACADE MAINTENANCE SYSTEM: BMU
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
Aluminium glazing channel
WL-1A
-
04
-
04
Butt joint to glazing
Custom angle mounted column
tanking membrane
CCA treated furring strip 120 x 60mm
Aluminium glazing channel to edge beam
black corking
DETAIL
02 A4.1
1:10
Aluminium skirting profile - black gloss Smoke seal
GL-2A
GL-1A
UF-1A
Firestop Unistrut support
FFL 38800
Aluminium glazing channel set into concrete
black corking
backing angle
FFL 22000
GF-2A
GF-1A
drip line
Rondo suspended ceiling hanger 2537
GL-1A WL-2A
Lugg in mortar bed
DETAIL
05 -
S15 acoustic scrim batten
1:10
Bond breaker Waterproofing membrane to AS3740 -2004
UC-1A 'NFK' cast stainless steel spider fitting
SHS to edge beam mount
UF-2A
04 -
SECTION DETAIL 1:5
2100
SHS 150x100mm
glass fin
WL-3A
black silicon at joint
welded thread mount for fixing 'spider'
05 -
glass fin
03 A4.1
'NFK' cast stainless steel spider fitting
UF-2A
custom aluminium profile - gloss black
FFL 30370
SECTION DETAIL 1:10
door pivot
CL-1A
black silicon at joint
WL-2A GL-1A
LEGEND
WL-2A
Chemset CS24300GH galvanised bolt
A5.1
01 A4.1
SECTION DETAIL
GF-1A
Basalt exfoliated paver 600x400x60
CL-1A
'AGP Diamond' unit with drive in slab pit
UC-2A Suspended plaster ceiling, Gyprock or eq.
GF-2A
Travertive paver 600x400x60
CL-2A
'Tomax' automatic slider to column recess
GL-1A
'Viridian Vfloat Clear' laminated glass 8/1.52/8mm
GF-3A
'Geo Flooring' Norament entry mat
UF-1A
'Geo Flooring' Eco Zen carpeting
GL-2A
Unitized curtain wall system as detailed elsewhere
UF-2A
Boralstone 'snowdrift' polished concrete screed
UC-1A
'Screenwood' timber batten system - western red cedar
WL-1A
Plywood to pillar, DELUX Luxathane - yellow
WL-2A
VersaFlex clear coat epoxy to CLASS 2 finish
WL-3A DELUX Ferrodor 810 Natural Grey
1:10
PLAN DETAILS SECTION DETAILS
DETAIL DRAWINGS: GROUND LOBBY FACADE AND ENTRY
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
200 x 200mm SHS COLUMN BOLT-FIXED ONTO SLAB. PERFORATED ALUMINIUM PANELS AT MECHANICAL FLOOR TO COVER LOUVERS. 200mm ALUMINIUM LOUVERS FIXED AT A 45 DEGREE ANGLE ON HORIZONTAL RODS THAT ARE FIXED ONTO COLUMNS. ALUMINIUM FLASHING
ADJUSTABLE STEEL CHANNEL BOLT-ANCHORED TO EDGE BEAM.
AMORPHOUS PHOTOVOLTAIC CELLS. 900x900mm STRUCTURAL CONCRETE COLUMN. 7mm PLASTERBOARD. DIAGONAL SPLIT MULLION USED FOR INTERNAL CORNERS.
120mm INSULATION BATTS AS PART OF UNITISED CURTAIN WALL PANEL.
ROCKWOOL FIRE STOP. 6/12/6mm LAMINATED CLEAR DOUBLE GLAZING AT ATRIUM. SMOKE SEAL GLUED ONTO EDGE BEAM.
01 A4.2
CONDUIT OPENING WITHIN EDGE BEAM FOR PV SYSTEM.
PLAN DETAIL 1:5
10mm PLASTERBOARD SUSPENDED CEILING CEILING IS FIXED ONTO BOTTOM OF EDGE BEAM WITH FURRING CHANNELS AT THE ENVELOPE.
6/12/6mm LAMINATED CLEAR DOUBLE GLAZING.
ALUMINIUM TRANSOM WITH DARK GREY EVERCOAT POWDER COATING.
ALUMINIUM SKIRTING. CARPET FINISH - SELECTED DARK COLOUR EXPOSED STEEL CHANNEL AT ATRIUM.
04 A4.2
SECTION DETAIL 1:5
6mm CLEAR LAMINATED SINGLE GLAZE. 6/12/6mm CLEAR LOW-E LAMINATED DOUBLE GLAZING.
6/12/6mm LAMINATED CLEAR DOUBLE GLAZING AT ATRIUM.
ALUMINIUM PROFILE SKIRTING GLUED TO COVER STRUCTURAL CHANNELS.
MULLIONS BOLTED INTO BUILTIN TREADS IN STEEL MEMBER
02 A4.2
PLAN DETAIL 1:5 SUBSILL FLASHING WITH DRIP. ADJUSTABLE STEEL CHANNEL BOLT-ANCHORED TO EDGE BEAM.
ADJUSTABLE - FOR VARIABLE DISTANCE CLOSER OR FURTHER FROM EDGE BEAM. AMORPHOUS PV CELLS.
5mm CARPET 10mm UNDERLAY DIRECTLY ON SLAB.
CARPET FINISH DARK COLOUR
10mm PLASTERBOARD
ALUMINIUM SKIRTING 6/12/6mm LAMINATED LOW-E DOUBLE GLAZING. 6mm LAMINATED CLEAR SINGLE GLAZE.
03 A4.2
SELECTED BURHSED ALUMINIUM SHEETS DESIGNED TO OVERLAP AND COVER THE MULLION JOINT BETWEEN IT AND THE DOUBLE GLAZING.
05 A4.2
SECTION DETAIL 1:5
INSULATION BATTS WITHIN UNITISED PANELS. WIDTH VARIES FOR EACH PANEL.
PLAN DETAIL 1:5
A5.2
PLAN DETAILS SECTION DETAILS
DETAIL DRAWINGS: INTERFACE WITH MECHANICAL FLOOR
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261
ALUMINIUM SAFETY RAIL WITH LIGHT GREY EVERCOAT POWDER COATING
ADJUSTABLE CURTAIN WALL BRACKET 3mm ALUMINIUM SNAP-ON COPING CAP AT 3° FALL WITH LIGHT GREY EVERCOAT POWDER COATING
GRADE 316 STAINLESS STEEL RAIL MOUNT POST WITH BASE AT 2° ANGLE TO MATCH SCREED
1mm GALVANISED CLIP WATERPROOF MEMBRANE
HB 10-10/60 A4 STAINLESS STEEL WEDGE ANCHOR
15
APM HIGH PRESSURE SELF-SEALING LOCKING NUT DYMERIC 240FC SEALANT
100
VULCAM 360NF/951NF LIQUID POLYURETHANE RUBBER MEMBRANE SYSTEM CONCRETE SCREED AT 2° FALL TO DOWNPIPE 3mm GALVANISED CONTINUOUS CLEAT 100mm SHADOW GAP LAG BOLT WITH EPDM WASHER SPECIALISED STEEL SECTION TO ENGINEERS SPECS WITH DARK GREY PAINT FINISH ON EXTERIOR FACE
02 A4.3
SECTION DETAIL 1:5
SILICONE SEALANT OVER BACKING ROD ALUMINIUM MULLION WITH LIGHT GREY EVERCOAT POWDER COATING
BUILDING MAINTENANCE UNIT
100
100X100X12mm EA GUIDE RAIL (REMOVABLE) HB-B 16-30-48/150 A4 STAINLESS STEEL WEDGE ANCHOR APM HIGH PRESSURE SELF-SEALING LOCKING NUT 200X200X10mm FLAT PLATE DYMERIC 240FC SEALANT EXPOSED CONCRETE WITH CLASS 4 FINISH AND DEKGUARD O TRANSLUCENT PROTECTIVE COATING VULCAM 360NF/951NF LIQUID POLYURETHANE RUBBER MEMBRANE SYSTEM CONCRETE SCREED AT 2° FALL TO DOWNPIPE DYMERIC 240FC SEALANT OVER BACKING ROD AT CORNER
VULCAM 360NF/951NF LIQUID POLYURETHANE RUBBER MEMBRANE SYSTEM EXTENDING 100mm UP ONTO PARAPET WALL: 2X12ml (2X0.3mm) COATS OF VULCUM 951NF GRAY; 25ml (.64mm) BASE COAT OF VULCAM 360NF
03 A4.3
SECTION DETAIL 1:5
SPECIALISED I-BEAM TO ENGINEER SPECS WITH DARK GREY PAINT FINISH
CONCRETE SCREED AT 2° FALL TO DOWNPIPE, FINISHED WITH LIGHT STEEL TROWEL FOLLOWED BY FINE HAIR BROOM FINISH
3mm ALUMINIUM CAPPING AT NO FALL WITH LIGHT GREY EVERCOAT POWDER COATING TO IMITATE PARAPET CAPPING
100
REINFORCED CONCRETE SLAB AS SPECIFIED
CONCRETE EDGE BEAM AS SPECIFIED
3mm GALVANISED CONTINUOUS CLEAT 100mm SHADOW GAP LAG BOLT WITH EPDM WASHER
180
SILICONE SEALANT TO COLOUR OF MULLION ALUMINIUM MULLION WITH LIGHT GREY EVERCOAT POWDER COATING 145mm THK R3.6 ROOF INSULATION OVER WIRE MESH
6/12/6mm CLEAR LOW-E LAMINATED DOUBLE GLAZING
180
LAMINATED SPANDREL GLASS WITH POLYETHLENE FILM BACKING IN COLOUR OF PV TO IMITATE SPANDRELS WITH INTEGRATED PV CELLS
UP TO 70mm GAP FOR TOLERANCE
04 A4.3
SECTION DETAIL 1:5
ROCKWOOL FIRESTOP CAULK AS REQ
ADJUSTABLE CURTAIN WALL BRACKET WITH HOOK ANCHOR
180
200
MULLION DEPTH
700mm DEEP CLEAR CEILING SPACE FOR DRAINAGE SYSTEM
HANGING RODS AT 1200mm CTRS
180
40mm ACOUSTIC INSULATION 130X20mm THO-08 SAPELI PROFILE
ALUMINIUM MULLION WITH LIGHT GREY EVERCOAT POWDER COATING
MULLION DEPTH
60mm DEEP GRID, 20mm GAP BETWEEN PROFILES
LAG BOLT WITH EPDM WASHER CONCRETE PARAPET AS SPECIFIED
130
20
40 20
180 SPECIALISED STEEL SECTION TO ENGINEERS SPECS WITH DARK GREY PAINT FINISH ON EXTERIOR FACE 20mm SHADOW GAP
UP TO 70mm GAP FOR TOLERANCE
6/12/6mm CLEAR LOW-E LAMINATED DOUBLE GLAZING
50x50x10mm EA WELDED TO BEAMS SPECIALISED S-SHAPED STEEL SECTION TO ENGINEERS SPECS WITH DARK GREY PAINT FINISH WEALDED TO BEAMS SPECIALISED I-BEAM TO ENGINEER SPECS WITH DARK GREY PAINT FINISH ATRIUM FOR STACK VENTILATION
01 A4.3
SECTION DETAIL
05 A4.3
1:5
A5.3
PLAN DETAIL SECTION DETAILS
DETAIL DRAWINGS: ROOF
PLAN DETAIL 1:5
APPLIED CONSTRUCTION 2014 TUTOR: PAUL JONES BEN FORSTER 626842 AMANDA NGIENG 377998 JONATHAN WIRJOPRAWIRO 390261