R E N E E J A C O V I D E S m.arch c o l l e c t i o n o f w o r k s (year two)
twenty seventeen edition
YEAR FIVE DESIGN FOR AGEING STUDIO Directed by Dr. Hing-wah Chau, the Design for Ageing studio embraced the development of a masterplan for an aged-care facility with associated independent living residences. The site was the Assisi Centre in Rosanna, a unique property playing host to a beautiful heritage monastery and an outdated nursing home from the 1990s with a strong Italian clientele. My approach was quite radical, and proposed a redevelopment of the aged-care centre with a fourstorey green-house approach, leaving the remainder of the site free for ‘dispersal’ of independent housing and the development of sculptural, public grounds. The final design revolved around courtyards, out-door rooms, personlizable space, visual permeability and immersion in foliage/greenery.
First Floor Proposal - Communal Courtyards with ‘front yards’ to resident rooms
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Diagrammatic Breakdown of concept, with staging considered.
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Green Courtyards - Planted Balconies and with heavily landscaped lightcourts.
Greenery Walkway Bridges - at first floor, encourage mobility in residents by making main living spaces easily accessible.
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OVERPASS TO CONVENT
Additional First Floor Plan
SCREENING UP
CONNECTS TO EXISTING DEMENTIA WARD
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SCREENING
Redeveloped Ground Floor Plan
New public face of building, featuring bespoke planting and privacy screening
Typical bedroom design emphasises personalization
YEAR FOUR studio ‘dig’ The studio used Melbourne’s archaeological site of Little Lon as a catalyst for an architectural proposition. The brief was to design an archive around the site of 17 Casselden Place, where an 1850s brick cottage lay dormant. My semester’s explorations revolved around shifting communication methods. The final design was an archive/ gallery and dynamic landscape. Visitors were encouraged to reminisce on the way period residents of Melbourne communicated, whilst critiquing current technology shifts in communication through a high flux, analogue-to-holographic experience.
+ A challenge I generated was to step away from the expected ‘white cube’ norm of an archive. Accordingly, I embraced opportunities to push the boundaries of what this design could be. R-G-B colour explorations played a monumental role in the design process, and this is evident in the final production. The possibilities of cubic form, with voids/ protrusions experienced both externally and internally, combined with strong diagonals, were reaized as motifs in plan and elevation. The challenge to go against the grain carried through to the design of bespoke display strategies and bold graphic presentation.
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node two archive continues
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red incision space with trafficable glazed cutout
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beverage bar
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educational nook (node one)
first floor PLAN // 0
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‘Landscape Breakdown’
‘Archive Breakdown’
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staff desks
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server room
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staff toilet
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work bench and filing / storage
basement PLAN // 0
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YEAR FOUR DESIGNER MAKER The studio explored Designer/ Maker methodology - notions of tactility, human scale and the reality of building. My group project comprised a 1:1 intervention in a basement site of the Melbourne School of Design, a previously ‘dead’ site we were tasked to activate. ‘The Ribbon’ installation catered for various activites we observed students undertaking on site through the semester, including sitting, study, conversation and rest.
exposed concrete stair case. 100MM THICK STAIR SLAB.
reinforced concrete column 500 x 500
ribbon: pink paint coated MDF 12mm
BASEMENT 1: b117 lecture theatre gallery space. exposed concrete flooring and walls.
slated structure: plywood 18mm + 3’’ dominos + 8m allthreads
STAIRCASE: PAINT COATED STEEL HANDRAIL 850MM HIGH.
BASEMENT 2: B117 LECTURE THEATRE GALLERY SPACE. EXPOSED CONCRETE FLOORING AND WALLS.
‘Isometric Breakdown’
‘Detail Explanations - Slatted Bench’
‘Prototyping and Building Process’
‘Rear View - The Resting Space’
YEAR FOUR skyscraper Under the subject ‘Applied Construction’, I actively worked with a small team to design an office tower for a site in Melbourne’s CBD. We resolved the tower in five stages: 1. feasability, 2. structure, 3. facade and shading, 4. detailing at 1:20, 5. detailing at 1:5. I was tasked with designing a structural system for the crown of the tower, and detailing it accordingly. We also built a comprehensive 1:200 model to demonstrate differing aspects of the design, as seen on the right.
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PERSPECTIVE | detail 01
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The arrangement I created comprised steel portal frame trusses with a facade of PVDF coated, perforated aluminium panels. I also incorporated a BMU system from MHE Demag, a catwalk system from Lockergroup, and caged safety ladder systems from SAYFA.
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The detail drawings shown here demonstrate my solutions for the tower crown structure and BMU system at 1:20 (left) and 1:5 (right) scales.
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PORTAL FRAMES ALONG STRUCTURAL GRID
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PLAN | DETAIL PLAN OF BMU TRACK ARRANGEMENT
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DETAIL SECT
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title: general arrangement crown parapet & bmu track assignment: 6 FINAL SUBMISSION
B scale: varies at A2 plot date:C 15.05.16 revision: BD E F G H
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S1 SECTION DETAIL AT BMU TRACK AND CATWALK LEVEL A5.3
P3 ROOF SLAB WITH PARAPET AND STEEL CONNECTION
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TION | ROOF CONNECTION AND DRAINAGE
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ECTION S2 TAKEN AT ROOF SLAB LEVEL)
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udent: renee jacovides 585430 N utorial: 07O m.hussin P Q R S T
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APPLIED CONSTRUCTION GROUP 04 tUTE 07 ASSIGNMENT 06
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title: 1:5 DETAILS AT ROOF SLAB AND BMU TRACK LEVEL assignment: 6 FINAL SUBMISSION
S2 PARAPET SECTION DETAIL WITH STEEL CONNECTION
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scale: 1:5 & 1:10 AT A2 plot date: 15.05.16 revision: C
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student: renee jacovides 585430 tutorial: 07 m.hussin
APPLIED CONSTRUCTION GROUP 04 tUTE 07 ASSIGNMENT 06
YEAR four moorabbin town hall My work for the landscape design studio ‘Designing For Heat in the Public Domain’ consisted of a landscaped solution for the public open space surrounding Moorabbin Town Hall. This design was undertaken in collaboration with a group of five peers. The subject aimed to make us aware of macro and micro climatic factors involved in creating thermally comfortable and effective outdoor spaces. On site data collection of interval temeratures, wind speeds and direction was combined with flow-design and ladybug simulations to guide our design decisions, removing the conventional ‘guesswork’ from our outputs.
Birds Eye View - Linear Landscape Intervention
‘Nepean Highway Section - with Vehicular Tunnel as Part of Next Development Phase’
Cooling Pond and Circular Pavilion, WIth Planted Berms To Re-Direct Wind’
Section Detail of ‘Grated Fern Rockery System’
Section Detail of Pergola Shading with Proposed Hydronic Cooling
‘Pergola Seating Perspective - with Creeping Wisteria’
New Bus Stop intervention - showing Vegetated Grounds’
RATIONALE DESIGN Roberts St Project Among the other projects I collaborated on during my 13 months at Rationale Design, the Roberts St project was one of my favourite schemes. The design constituted three townhouses with a double storey shop on a long block in Yarraville. I participated on all fronts, from council meetings, client meetings, and drawing sets to form and material ideation. I produced these painterly renders with sketchup and photoshop to complement our town planning application.
Driveway Perspective
Roberts St Shopfront Perspective
Jay Warden architects various projects I was with Jay Warden architects for eighteen months, and in that time I was introduced to the process of architectural design in Melbourne. We undertook a number of interesting projects, and I took ownership of a plethora of drawing sets. This time for me was also crucial in developing my Revit skills. Modelling and documentation in this program was largely self-taught. Shown here are two residential renovation projects that I modelled in Revit which were in the planning phase when I withdrew from the firm.
Osborne St House - South Yarra
Northumberland House - Pascoe Vale
she illustrates private illustration As my university years have progressed, I have tried to progress my drawing skills by dabbling in illustration and graphic design. Along with the curation of an instagram account @she_illustrates, I have been offered opportunities to design wedding invitations and other event stationery. My personal drawings have a focus on linework and repetition, whilst my invitation service involves a holistic and intimate design process with the client.
‘Bound’
‘Even The Heavens Are Architectural’
‘Twiddle Petals’
‘Threads of Gold’
‘Rivers I’
‘Wave Riding’
‘Bubbling Brook / Rivers II’
‘All Things (In and Through)’
CHARLOTTE AND CALLUM WEDDING PACKAGE Full wedding stationery including matching ‘Save The Dates’ one year prior. This large illustration project enabled me to enhance my own hand-drawings with Adobe Suite programs, and graphically comprise them into a single, thematic set of invitations. I also outputted the physical prints for this project, which involved card-stock selection and colour management, delivering a final package ready for post.
she illustrates other commissions I am slowly building up my collection of commissions where I have been engaged for the graphic production of invitations and cards. My methods typically involve hand-drawing which is then transposed to digital formats, and composed graphically with Adobe Illustrator.
Scott s arah and
‘Frans and Cindy - preliminary Save The Dates’
‘Scott and Sarah’
‘Nicole’s Thirtieth Birthday’
‘Sarah’s Twenty-First’
YEAR THREE Studio fire. B My design for the Outre Gallery revolved around the notion of ‘urban chaos’: realized through a logical rectilinear floorplan, wrapped around with a chaotic skin of meandering, angular timber slats. An arbitrary cut-out pattern within the timber also became a signature motif within the design. Erupting into the interior scheme, the skin is then continued inside the building, with the bespoke design of timber cabinets and furniture reflecting the exterior and creating a sense of uniformity.
North-East Perspective
LIVING DIRECTOR’S APARTMENT
VOID
SPOS
VOID
MAIN BR
BR 2
SECOND FLOOR PLAN
MEZZANINE GALLERY
GALLERY B
BOOKSHOP CONTINUES
STAFF
STAFF BALCONY
SCULPTURE GARDEN
VOID
SUSPENDED OFFICES
FIRST FLOOR PLAN
ENTER GALLERY A
STORE
PURCHASES
SERVICE LANE
PRIVATE CARPARK AND STAIRWELL
BOOKSHOP
OUTRE CAFE
GROUND FLOOR PLAN
North Perspective - ALbert St
Sydney Road Perspective
Upstairs Gallery
Cafe
Cafe
Bookshop
YEAR THREE Studio fire. A Design
for the University of Melbourne Archives. In tandem with the Outre Gallery Studio, we were provided with a larger neighbouring site on Albert St in Brunswick. The studio covered a plethora of aspects surrounding archive design, including the appropriate storage conditions, spatial needs, and display of archive objects. I also chose to specifically consider how to best engage with the public by challenging the ‘veiled’ tradition of an archive’s building typology. The architectural realization of the building also emerged from a contemporary dissection of the contextual surrounds of Sydney Rd, from Victorian terraces to Brutalist 70s storefronts.
North East Perspective
Reading Room
Ground Floor Plan
North-South Section
Lobby Perspective
Double Height Gallery
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year three construction design The projects for the third year subject Construction Design built up my abilities in the way of detail drawings, whilst vastly expanding my understanding of the minute components that go into a building’s composition. Being allocated a portion of a public school in Dandenong by Hayball Architects, I was tasked to build up axonometric construction drawings and a physical sectional model from the interpretation of only 2D plans and photos. This very practical exercise really assisted my understanding of construction, and the drawings I outputted are shown here.
CLASSIFICATION 1: FRAME / STRUCTURE
1.01
PCB1: Small portion of PCB1 shown. Pre-cast concrete beam from Hollowcore. Dimensions: 600W x 560D, rebate designed for 400 thick hollowcore slab. 76 dia VSL stressing tube is found at the connection between the beam and precast panel below. N16 Reidbars (starter bars) with 200 cogs secure hollowcore planks to beam. 80mm Structural screed is poured atop.
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Reidbar Reinforcement Bars: The N16 Reidbar x 800 LG inserted into every second hollowcore plank. A Reidbar Coupler connects the subsequent N16 reidbar which is cast into PCB1
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Reidbar Dowel Bars: Grout tubes and
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Grout Tube: Grout tubes are filled via small openings
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Precast Panel: Precast Panel P12 forms the strucure of
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CLASSIFICATION 2: MASONRY
2.01
Wire Cut Brick: 110 Face Brick (wire cut) in a stretcher
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LIGHT FRAMING
in the precast panel for constructability.
Top Plate (Angular Stud Work): 90 x 45 stud bolted along the length of PCB1.
3.03
Batons: Batons run the length of Wall P1 and reach the base of the fascia, perpendicular to the horizontal corrugation for lateral load resitance, and constructability.
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Pryda Hangers: Steel hangers connect bottom plate studs to horizontal studs above soffit.
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Soffit Studwork: Studwork to create the soffit. 90 x 45 studs at 600 cts run horizontally. Approximately 0.5m span.
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CLADDING & TRIMS
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Colorbond Longspan: 2-layers 0.48bmt longspan colorbond metal cladding (silicon bonded) is screwed to batons. Used below 2100 AFFL externally to wall and soffit cladding as shown. Cladding is tucked behind folded steel base trim in matchingcolorbond colour.
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Base Trim: Cold formed folded steel base trim houses corrugated cladding, batons and some studwork along angular sloped soffit. Base trim is folded upwards but discontinuous at lowest point for drainage discharge as indicated in highlighted portion.
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Colorbond Longspan Soffit: 2-layers 0.48bmt longspan colorbond metal cladding (silicon bonded) is screwed to above studwork for soffit cladding.
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Flashing Trim: A further folded steel trim flashes at joint between longspan soffit and brick connection.
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WATERPROOFING MEASURES
SARKING: Sarking extends from Wall P01 beyond PCB1 to protect from condensation. Is tucked behind lipped base trim with corrugated cladding (As highlighted).
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CLASSIFICATION 1: FRAME / STRUCTURE / REINFORCEMENT
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FOILBOARD: Foil Board sheet of fire retardant, expanded polystyrene with laminated aluminium foil layer to both faces. Forms an insulation and vapour protectant layer between the Longspan Colourbond sheeting and the studwork behind. It is offset 10mm from the concrete.
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DETAIL 01: CLADDING DETAIL TO WALL CONNECTION SCALE 1:5
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LC6 1.02
C1: C1 Steel column sits above RC2 concrete column. Column is an 89 x 5.0m SHS (Square Hollow Section). 2 M16 Chemical Anchors fix plate to concrete screed. Structural Screed: A 100mm thick structural screed is poured in-situ over the precast concrete hollowcore beams. It possesses SL92 slab mesh min. 25mm below the finished floor level to prevent deterioration and withstand tensional bending loads. Fuses planks together with beams and other elements to fully stiffen the slab.
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Hollowcore Planks: F400.4.13.0 or ‘400 thick Hollowcore’ planks are 1200mm wide and 400mm in depth. 4 Eliptical hollows are cast per plate. Concrete has a grade of 50mPa, pre-stressed for 500 - 1200 mPa, and a fire rating of 1.5 - 4 hours. In the LC6 building hollowcore floor for heating, cooling and ventilation purposes. Air pumped through planks, tempered to higher or lower temperatures depending on the need for heating or cooling.
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Hollowcore Strands : Hollowcore pretensioned strands at top and bottom of planks to withstand bending forces from live and dead loads above. 4 bottom strands are between each hollow along slab base, with 1 strand between hollows along top counteracts shrinkage.
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Starter Bars : Approximately 500mm concrete of pre-cast
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PCB2 :Precast beam PCB2 is a T-shaped beam designed in tandem with the hollowcore planks. It is 900W by 560D, with a 400mm rebate to hold the planks. Concrete is cut out of 500mm of hollowcore at intersection and starter bars are set into place with newly poured concrete. The beam is further fused to the hollowcore with the structural screed.
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RC2 : 600mm wide x 300mm depth precast concrete column. Ligatures and reinforcing bars span the legnth of the column, allowing it to withstand vertical loads. Reinforcing bars run throughout, with multiple ligatures reinforcing the beam and fusing it to the screed.
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hollowcore plank is manually cut from top half of planks at PCB2 to form structural connection between planks and PCB2. Reidbars held with couplers extend into slab and are cast in-situwith concete.
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CLASSIFICATION 2: MASONRY
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Wire Cut Brick: 110 Face Brick (wire cut) in a stretcher
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LIGHT FRAMING
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bond runs afront of the 300mm precast panel. 10mm mortar joints surround. Brick courseis offset by a 65mm cavity, and sits in Edge Beam 2 rebate.
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wall type C4. 300mm thick panel, without internal lining. SL102 mesh (500mpa reinforcing square mesh) is applied to both faces (with 30mm cover) to reinforce vertically and laterally. N12-500 E.F reinforcing bars also placed with mesh for further rigidity. Grout tubes and N20 dowel at top and base of the wall. Panel is finished with face brick. 1-N20 E.F steel perimeter bars surround panel.
3.02
1.01
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N20 dowel bars are found at the top and base of Precast Panels (Here panel Type C4). Span 350mm into footing/First Floor Beams and 800mm into panel.
Angular Stud Work: 90 x 45 studs at 600 cts for this lower extension of the wall.
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LC6
2.01 1.04 1.05
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bond runs afront of the studwork in front of wall type M1. 10mm mortar joints surround. Brick courseis offset by a 65mm cavity and sits upon EB4.
Wall Type M1: 90mm thermally insulated external stud wall, with brick veneer and 50mm cavity making it 250mm in depth. 13mm flush jointed impactcheck plasterboard, and 13mm standard plasterboard form the internal layers of the wall. Wall is insulated with R2.8 insulation and is cross braced.
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DETAIL 02: HOLLOWCORE TO PCB2 CONNECTION SCALE 1:10
construction design semester 01 2014
NOTES 21 - 05 - 14
Submission for final assessment. ABPL30041: Construction Design. Sectional Axonometric detail drawing of Dandenong Education Precinct (LC-6 building). Original scheme by Hayball Architects.
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First Floor Suspended Ceiling: As above. Distance between finished ceiling level and trusses approximately 15mm.
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Fill: Due to the reactivity of the natural soil, a stable fill is brought from off-site to found footings upon. The fill is shown extending approximately 0.5-0.7m below ground level to create a suitable foundation.
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Acoustic Insulation: Autex Quietspace 10-12mm thick lining in ceiling.
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Trusses: ST2 timber trusses at 900 cts max. Connected with Pryda Hangers/plates.
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Cross Bracing: 30 x 1.0mm typical pryda strap bracing
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Batons: Placed perpendicular to trusses and roof sheeting. 900 cts.
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CLASSIFICATION 6: CEILING & ROOF
Natural founding earth material: Inform -ation regarding the soil profile has been drawn from the geotechnical investigation. Bore holes 29,27, and particularly 30 are relative to the concerned section drawn. Fill/silty gravel is found 0.3m below NGL, silty sand is found between 0.3m and 0.7m and silty clay between 0.7m and 1.5m. The site is classed M: Moderately reactive according to AS 2870-1996.
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CLASSIFICATION 1: FOUNDATIONS, FOOTINGS & SLAB
Mass Concrete: Mass concrete is provided with a strength of 15MPa, founded 300mm - 500mm into natural undisturbed clay mat-erial. This is to form a solid, stable base prior to pouring footings. It also enables some withstanding to variable site conditions (ie. soil/mud eroding into trenched site before footings are poured). Sand Layer: A 50mm sand bed is layed above the fill to create a flat, workable surface for the slab. Waterproof Membrane: The black waterproof membrane is layed on top of the fill and into all trenches dug for footings. It will prevent moisture from entering the concrete and causing a rotting degredation. At slab edges membrane wraps around footings and is ideally tucked under wall/under paving. PF1: The section cuts through Pad Footing 01, which supports RC1 on ground level. PF1 is 3000 x 3000 x 500 (less shown due to section cut), with 500mm min of mass concrete below. N20-200 T&B EW denotes normal reinforcement bars / 20mm diameter at 200mm spacing / top and bottom arrangement. Reinforcement bars are shown with ligatures to secure. IB1 : Internal beam type 01 cuts through the section on an angle. IB1 is 300 x 400 and founded on the compacted site fill / natural silts. 3-L12TM B denotes 3 bars / low ductility / 12mm diameter / trench mesh bottom placement. EB1 : Edge beam 01 ris 300 x 400 & runs along most of the perimeter of this portion of the building. Brick walls and studwork sit atop of it in thiscase. It does not possess a rebate (as illustrated from S3.40) and has 15MPa mass concrete founded 300mm into undisturbed clay material. 3-L12TM BOTTOM denotes 3 bars / Low ductility / 12mm diameter / Trench mesh / bottom placement.
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Safety Mesh: Stretched galvanised steel mesh, 100 x 115 x 1.25, atop of roof structure, to support live loads and hold insulation fast against roof sheets. Insulation: Combined sarking and insulation blanket to roof. Autex ‘Greenstuff’ R1.5 insulation blanket & ‘Greenstuff’ R3.0 batts
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Sarking: Top layer of sarking sisalation 430 or 433 anti glare uno.
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Clips: Stramit clips are attached to batons in order to fix roof sheets to structure.
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EB2 : Edge beam 03 is 1200 x 400 & runs beneath the precast concrete wall at ground floor, allowinga wider bearing for this load bearing element. It possesses a rebate for brickwork and has 15MPa mass concrete founded 500mm into undisturbed clay material. 6-N16 T & B N12-500 LIGS denotes 6 bars / Normal ductility / 16mm diameter / Top and bottom placement, with ligatures of Normal ductility / 12mm diameter / 500mm spacing to secure.
LC6
Ground Floor Suspended Ceiling: Armstrong ‘Optima Open Plan’ ceiling tiles with square Tegular edge. Tiles are 1200 x 600 x 16mm. Suratine XL15 exposed T suspension grid and wall angles utilized. Distance from Finished ceiling level to Hollowcore planks is approximately 55mm.
6.11
Roof Sheeting: Stramit Speed Deck ultra roof. Zincalume roof with colorbond coating. Colour: Night Sky. 700mm min cover per sheet. Overlaps of 100mm in direction of water flow, and in line with primary wind forces. 43mm depth created by corrugations at highest point. Turn downs into gutter with 50mm minimum overhang. Gutter: Concealed eaves gutter from colorbond cold formed section. Material: Zincalume in Night Sky. Houses top of corrugated cladding for wall P01, sarking, batons behind angled profile.
6.10
Fascia and Top Hats: 60 x 75 angled fascia, colorbond Night Sky. Fixed to top hats fixed to roof decking ribs. Top hats at 1200mm cts. Overflow Pipes: 50mm overhang from gutter, at 5.0m cts. Down Pipe: Downpipe runs through section in hidden wall framing, running through PCB1 to the ground.
LC-1 PARAPET SFL 7.156.13
6.09
6.04
LC-101 C SFL 6.55
6.06
6.08
6.07
Bar Chairs : Bar chairs are shown holding the trenchmesh for the slab. They are covered when the slab is poured.
6.14
Slab Mesh : Mesh is within the top 1/3 of slab to provide withstnding to tensile forces from the foundations. It is only placed at the top of the slab in this case, leaving a 30mm cover to prevent deterioration of the steel reinforcement.
6.03 6.05
6.02
Paving: Paving (min 80mm depth) sits above groundlevel and is brought up to the brickwork. The waterproof membrane and wall flashing are tucked into the paving.
6.13
2.02
Line of Influence: Line of influence extends from the footings 45 degrees into the foundations, communicating the bearing extent and direction taken by those footings being transferred into the earth.
CLASSIFICATION 2: FRAME / STRUCTURE RC1: Precast concrete column is set into PF1. It is 400 x 400 and spans to reach the intersection with PCB2. RC1 possesses steel reinforcing bars, and deformed dowels to connect the column to the footing, as well as merge it wirh the column. C1: C1 extends from the first floor level into the roof, sitting above RC1. It is an 89x5.0 Square Holow Section, with a 16mm thick base plate to bolt the column to the hollowcore slab. 2 M16 Chemical Anchors fix plate to concrete
3.01
5.01
Termite Protection: Termite protection mesh sits in slab rebate, to be covered with sarking and bricked over.
LC101 SFL 3.70
2.07
LC-100 C SFL 2.85
5.04
2.05
screed.
2.03
2.04
2.05
2.06
2.07
3 3.01
1.06
3.02
1.07
3.02
Precast Panel C4: The precast masonry wall (type P12) is 300mm thick, with no linings to internals. It takes load from above PCB1 - which is cantilevering. SL102 mesh (500mpa reinforcing square mesh) is applied to both faces (with 30mm cover) to reinforce vertically and laterally. Grout tubes and N20 dowel are found at the top and base of the wall connecting to beam and footing respectively. Dowels span 350mm into footing and 800mm into panel. The panel is finished with face brick, offset by an approximately 65mm cavity. Foilboard insulation also sits offset 10mm from the exterior face of the concrete. 1-N20 E.F steel perimeter bars surround panel.
6.12
6.01
2.06
4.08 2.01
2.04 4.04
3.01
PCB1: Precast beam 01 runs the entire length of the facade here. It is 600W x 560D and designed in accordance with the hollowcore slab. A 400mm rebate allows the hollowcore to site flush with the beam. 76 dia VSL stressing tube is found at the connection between the beam and precast panel below. N16 Reidbars (starter bars) with 200 cogs secure hollowcore planks to beam. 80mm Structural screedis poured atop. PCB2: Precast beam 02 is a T-shaped beam designed in tandem with the hollowcore planks. It is 900W by 560D, with the same 400mm rebate to hold the planks. Concrete is cut out of 500mm of hollowcore at intersection and starter bars are set into place with newly poured concrete. The beam is further fused to the hollowcore with the structural screed. PCB2 allows for C1 to be bolted upon it at first floor level. Hollowcore Slab : 400mm thick hollowcore spans in an east to west direction. Each plank is 1200mm wide and has 4 hollows cast into it. Reinforcing strands run the length of these panels. 4 bottom strands are between each hollow along slab base, with 1 strand between hollows along top counteracts shrinkage. In the case of the Dandenong Education precinct, hollowcore is utilised for ventilation and HVAC purposes.
4.03
5.03
5.03
A5
4.05
LC100 SFL 0.00
6.15
ASPHALT FILL/SILTY GRAVEL
2.03
3.01
SILTY SAND
1.11
4.02
WET
4.01
Structural Screed: An 80mm thick structural screed is poured in-situ over the slab and
the precast concrete beams. It possesses SL92 slab mesh min. 25mm below the finished floor level to prevent deterioration and withstand tensional bending loads.
4.04
1.01
SILTY CLAY
3.01
5.02
5.03
CLASSIFICATION 3: VERTICAL PARTITIONS P12: Partition type 12 is a 90mm stud wall with 13mm flush jointed impactcheck board on both faces of the wall, finished with standard painted finish 13mm plasterboard. Insulation is Tontine TSB 4 70mm batts from floor to ceiling and are shown in between studs and noggins. As wall is over 2400mm 2 rows of staggered noggins are required, spaced at 1350 cts mm each. This is shown along with 90 x 45mm studs, spaced at 450 centers. Internal partitions are 2850mm at ground floor and 2700mm at first floor. A rubber skirting (100mm) spans the internal face of the wall for each room. Wall extends below PCB1, with angular studwork, creating a corrugated metal soffit at its base.
1.02 1.06
1.09 1.07 1.10
P01: Partition type 01 is an external 90mm stud wall with 13mm flush jointed impactcheck board on the interior face of the wall, finished with standard painted finish 13mm plasterboard. Insulation is from floor to ceiling but is not specified in the drawing set beyond ‘thermal insulation’. The exterior cladding is 2 layers of 0.48BMT of longspan colorbond metal cladding, creating a 25mm finish. As wall is over 2400mm 2 rows of staggered noggins are required, spaced at 1350mm each. This is shown along with 90 x 45mm studs, spaced at 450 centers. The cladding on this partition extends beyond PCB1 to form the diagonal detailing on the facade.
4 4.01
1.11
1.05
1.04 1.08
CLASSIFICATION 4: WINDOWS & DOORS
AI
1.03
W0.59: W0.59 is a floor to ceiling window adjacent to DAO 12. Framing is polyester powdercoated Capral 400 Series Framing.
1.13
DAO 12: DAO 12 is a DT4: Solid Core Flush Panel External Door With Viewing Panel, as can be surmised from internal elevations (A2.11.2).
4.02
AH
W0.58: W0.58 is a floor to ceiling window adjacent to DAO 11. Framing is polyester powdercoated Capral 400 Series Framing.
4.03
DAO 11: DAO 11 is a DT4: Solid Core Flush
4.04 Panel External Door With Viewing Panel,
as can be surmised from internal elevations (A2.11.1).
4.05
5 PROJECT TITLE
CLIENT ADDRESS
DRAWING TITLE
INFORMATION
ABPL30041: CONSTRUCTION DESIGN MAJOR ASSIGNMENT FINAL SUBMISSION
ABPL30041: Construction Design Building 757 Swanston Street The University of Melbourne, Parkville, Victoria, 3010
‘AXONOMETRIC DETAIL DRAWINGS FROM DANDENONG EDUCATION PRECINCT (LC-6)’
SCALE: AS SHOWN DRAWN BY: Renee Jacovides STUDENT ID: 585430 TUTORIAL: 15, 1:15PM, JULIAN DRAWING NUMBER: DWG 02
WV.12: Wall Vent 12 is placed within the precast concrete panel C4. It has 25mm Stained Ply Shroud To Mechanical Dampers (internally) and Holyoake Ldh 1215 Bar Grille With Stainless Steel Vermin Proof Mesh Fixed To 25mm Stained Ply Insert Housing Non Return Air Dampers (externally).
CLASSIFICATION 5: PROTECTION / WATERPROOFING
5.01
Fire Proofing: 16mm firerated plasterboard covers steel columns and beams throughout the building. Shown here in C1.
5.02
Flashing: Flashing to brick weepholes directs moisure away from the wall. Weepholes are spaced every 4 bricks.
5.03
Colorbond Base Trim: Base trim at P01’s angled studwork continuing beyond PCB1. 40mm square folded trim captures moisture and releases it at lowest point in wall by discontinuing the folded lip. See detail drawings for more information.
5.04
Sarking: Sarking acts as a vapour barrier along the entire wall, up front against the warmest section of the cladding.
construction design semester 01 2014
22 - 05 - 14
NOTES
PROJECT TITLE
CLIENT ADDRESS
DRAWING TITLE
INFORMATION
Submission for final assessment. ABPL30041: Construction Design. Sectional Axonometric drawing of Dandenong Education Precinct LC-6 building. Original scheme by Hayball Architects.
ABPL30041: CONSTRUCTION DESIGN MAJOR ASSIGNMENT FINAL SUBMISSION
ABPL30041: Construction Design Building 757 Swanston Street The University of Melbourne, Parkville, Victoria, 3010
‘FULL AXONOMETRIC SECTION OF DANDENONG EDUCATION PRECINCT (LC-6)’
SCALE: 1:20 at A0 DRAWN BY: Renee Jacovides STUDENT ID: 585430 TUTORIAL: 15, 1:15PM, JULIAN
YEAR Two learning from the masters The studio explored the architecure masters of 20th century modernism, with my specific focus being the work & style of Louis Kahn. The brief called for a new boathouse in Studley Park, with a cafe, restaurant and boat storage area. My design explored a number of Kahn’s mathematical techniques, resulting in a cubic complex, rotated around a central courtyard and based on a 3x3 grid.
Yarra River Perspective
Concept Diagramming
Ground Floor Plan
Upstairs Cafe
Boat Storage Area
I'm a 5th year architecture student completing my M.Arch at Melbourne University. I love what I do and I can’t wait to do more of it! reneejacovides@gmail.com +614 31 670 673 Last updated June 2017.
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