ABPL20033 - Construction Analysis, Semester 2 - 2018 Dr Alberto Pugnale – Subject coordinator Dr Sofia Colabella – Senior Tutor Dion Keech – Tutor Caleb Biffanti, 915044, 17/09/19 Hodges Residence - John Wardle Architects, T11
ASSIGNMENT 2
FLIPBOOK SECTION 2D: construction stages, details and annotations.
Stage 01 Plan Site Scrape and Set Out This initial stage involved site works and preparatory steps to enable the commencement of construction. 1.1 Necessary building permits are applied for and acquired from the Victorian Building Authority (VBA) prior to any site work by the contractor. Site is secured using temporary fencing.
1.2
1.2 All pre-existing underground services are located and cross referenced to preliminary documentation by consultants such as surveyors. This involves utilising services such as Dial Before You Dig – an important tool for diminishing any potential risk for the contractor and minimise latent conditions during initial excavation (such as the existing stormwater pipe running through the site).
1.4 SURVEY SET OUT
STEPS TAKEN + SERVICES USED
1.3 Once these two steps are completed, a site scrape occurs using an excavator (or similar machinery and man power) to remove all unwanted overgrown vegetation and a layer of topsoil – which is often looser (containing more organic matter) and does not present the necessary load capacity of subsoil. This is important given the sites location adjacent to the coast line and establishing a levelled site surface for easier construction.
VICTORIAN BUILDING AUTHORITY GEOTECHNICAL INVESTIGATIONS DIAL BEFORE YOU DIG CERTIFICATE OF TITLE Establish legal site boundary DILAPIDATION SURVEY Survey of pre existing site conditions and neighbouring conditions LAND AND SURVEY SPATIAL INFORMATION Establish bushfire overlay Heritage Overlay
1.2 SITE SURVEY
1.1 SITE SECURITY - 1.6 OHS NOTIFICATIONS
1.4 LAND SURVEYING AND SET OUT POINT ESTABLISHED figure taken from the black house
1.3 SITE SCRAPE
1.4 SITE SET OUT, USING SURVEY PEGS AND STRING LINE figure taken from the black house
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 3798 ‘Guidelines for earthworks’ AS 1289 ‘Soil Compaction’ AS 3000 ‘Electrical Installations’ AS 3012 ‘Electrical Installations for Construction sites’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 2
SCALE
1:50 @ A3 DRAWING TITLE
STAGE 01 PLAN
Stage 01 Site Scrape and Set Out 1.4 A site set out occurs to establish the legal boundaries of the site (especially important given the vacancy of 14 Crows Nest Place) and transfer key parts of the architectural and structural engineers drawings onto the site to aid the accuracy of construction. This includes the use of survey pegs and string line for the footings. The set out point from which measurements are taken is confirmed and marked. 1.5 Construction signage with contractor’s name and contact number is placed on the exterior of the site to comply with building regulations. 1.6 Electrical services are connected to enable site construction, established in accordance with AS 3000 and specifically AS 3012 ‘Electrical Installations for Construction sites’, and additional services, such as site notifications (safety warnings) and portable toilets are hired to comply with OHS requirements of WorkSafe Victoria.
1.3 SITE SCRAPE
Survey pegs and siting.
1.5 SITE SIGNAGE
figure taken from the black house
1.4 SURVEY SET OUT
1.6 SANITARY SERVICES FOR CONSTRUCTION figure taken from the black house
1.3 SITE SCRAPE TO REMOVE LOOSE SOIL
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 3798 ‘Guidelines for earthworks’ AS 1289 ‘Soil Compaction’ AS 3000 ‘Electrical Installations’ AS 3012 ‘Electrical Installations for Construction sites’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 3
Removal of loose soil and legetation
SCALE
1:50 @ A3 DRAWING TITLE
STAGE 01 SECTION
Stage 02 In-ground Services and Stumps With the preparatory work completed, this stage sees the construction of the foundation and substrate elements for the light weight frame systems of this section. The use of shallow footings transfer and spread the dead and live loads of the superstructure into the foundation of the natural sands. As per the structural engineer’s specifications, there are two main footing types used in the southern section of the house, these being:
2.1 STRIP FOOTING
2.1 450mm x 400mm Strip footings – to later support the distributed load of the in situ concrete walls.
2.4 SEWERAGE CONNECTION
2.2 300mm Pad footing – to support 7.9kN concentrated loads of the superstructure (as per AS1684.2010). 2.3 Using the pegs and string lines from stage one, the required trench of the strip footing and holes of the pad footings are excavated. Holes are dug 100mm into the natural medium dense sands. All soft soil and water is removed from the footing excavations before any concrete pouring commences. 2.4 Connections to stormwater and sewerage are made by the plumber at this stage. Access points for later connection are exposed on the edges of the strip footings. 2.5 Prior to pouring, a slump test is completed for each batch of concrete brought to site to verify its workability and strength before its application into the footing holes. After pouring, concrete is adequately compacted using immersion vibrators to remove any entrapped air before curing. As per engineer’s specifications and AS3600 clause 4.4, footings are cured continuously for a minimum of 3 days to obtain a characteristic strength of 25MPa at 28 days.
2.7A SAFETY TIMBER
2.7A STARTER BAR
to act as a reinforcement cap for OHS
2.7B COLD -
DRAWN STEEL
2.7A LAP MESH
2.2 PAD FOOTING 2.1 STRIP FOOTING
2.2 PAD FOOTING
2.4 STORM WATER AND SEWERAGE CONNECTION figure taken from the black house
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 1684.2-2010 ‘Residential timber-framed construction’ - Bearing loads and footing sizes (Table 3.2) AS 3660.1 Termite management AS 4671 ‘Steel reinforcing materials’
SCALE
As 2870 ‘Residential Slab footings’ AS 2327.1 : 2003 ‘Simply Supported Beams’ - reference for strip footings
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 4
1:50 @ A3 DRAWING TITLE
STAGE 02 PLAN
Stage 02 In-ground Services and Stumps 2.7 All footings are reinforcement as follows: 2.7a Strip footings: the strip footings are reinforced with a N12 Deformed Trench Mesh of 4 bars along the strip footing, approximately 150mm from the surfaces using plastic chairs- where 600mm of overlapping of the reinforcement occurs where required. Additionally, deformed N12 starter bars at 400mm centres are used for in situ walls (timber blocks are applied to the ends of these for OHS). 2.7b Pad footing: once concrete is poured for the pad footing, precast concrete stumps with cold drawn reinforced are placed. Each stump is placed using the set out to ensure a minimum distance of 150mm from the ground is met to comply with termite requirements. All stumps are levelled in preparation of ground floor construction.
28 days
25 mpa Exposed starter bar prepared for in situ walls
2.5 REQUIRED CHARACTERISTIC STRENGTH OF ALL FOOTING TYPES
2.3 STUMP DRILLING
Mark up of each pad/stump location
2.3 STRING LINE 2.5 EXPOSED REINFORCEMENT OF THE STRIP FOOTINGS 2.7a
Deformed reinforcing bars increase surface area and allow greater adherence to concrete.
String line at 150mm above ground height.
100mm into Natural Sands
2.6 PRECAST CONCRETE STUMPS OF THE PAD FOOTINGS
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
2.7a
GENERAL NOTES & RELEVANT STANDARDS
AS 1684.2-2010 ‘Residential timber-framed construction’ - Bearing loads and footing sizes (Table 3.2) AS 3660.1 Termite management AS 4671 ‘Steel reinforcing materials’
SCALE
As 2870 ‘Residential Slab footings’ AS 2327.1 : 2003 ‘Simply Supported Beams’ - reference for strip footings
Case Study: Hodges Residence; Architect: John Wardle Architects p. 5
1:50 @ A3 DRAWING TITLE
STAGE 02 SECTION
Stage 03 In Situ Concrete Walls - Preparation This stage of construction involves the fabrication of the formwork for the in situ concrete walls that are integral to both design and construction development.
Prior to formwork being erected, the strip footings are cleaned of any dirt or debris
3.1 Throughout the site, formwork is constructed as needed sequentially to concrete being poured into prior formwork. This is to avoid any imperfections that would result from weathering or warping of the timber between pours that would result in excessive grout lines. However, due to their proximity and a future window being installed, the bedroom 4 walls are formed at the concurrently – there is a need for the formwork to line up (hence why the plywood formwork extends between the two walls). 3.2 The formwork is constructed along the centre of the strip footing using 17mm plywood sheathing (Formply) in which 145 x 25mm back sawn Oregon boards are vertically ‘back fixed’ to avoid any imprints of nails, these boards are tightly fitted to reduce grout lines (see diagram). The plywood is backed and reinforced with 90 x 45mm vertical studs and horizontal whalers. This system is then braced for further support. It should be noted that all contact surfaces are coated with a parting compound such as oil or wax to reduce water absorption and for and for ease of removal.
3.2 BACK FIXED OREGON BOARD - making sure no nail indents are visible on the finished concrete surface
3.1 CONCURRENT FORMWORK
Use of infill spreaders to maintain structural integrity of the form system.
3.2
Back sawn Oregon boards 3.1 FORMWORK CONSTRUCTED AS REQUIRED
17mm plywood sheathing
90x45mm vertical studs
Timber bracing at 45 to 60 degrees anchored to the gound using steel formwork stake - capped for OHS
Double stacked horizontal whalers
3.2 FORMWORK ERECTION
3.2 FORM WORK COMPONENTS
3.2 REMOVAL OF DIRT - FORMWORK PLACED IN LINE WITH STRIP FOOTING REINFORCEMENT
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 3600 ‘Concrete Structures’ AS 3610 ‘Formwork for concrete’ AS5216:2018 ‘Design of Design of post-installed and cast-in fastenings in concrete’
SCALE
1:50 @ A3
AS 4671 ‘Steel reinforcing materials’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 6
DRAWING TITLE
STAGE 03 PLAN
Stage 03 In Situ Concrete Walls - Preparation 3.3 Prior to pouring, holes are drilled through the sides of the formwork to accommodate form ties, which are passed through the layers, secured and tightened as required. 3.3a Form ties are integral to maintaining the integrity of the formwork under the pressure of the curing concrete – minimising any deflections or swelling that may occur. She bolts are used in this case for their durability and extended reusability around the site – with internal plastic conical sleeves being the only element lost.
Formwork extends beyond wall height
Tie rod
Concrete is compacted with external vibrator units to expel any entrapped air - ensuring a smooth finish surface
Additional bracing to minimise any warping from concrete slurry.
Steel formwork stakes for bracing
3.2
3.2 LESS BRACING REQUIRED BETWEEN THE ADJOINING WALLS
Washer
She bolt Conical plastic sleeve
3.2 FORM TIES - She Bolts 3.2 Formwork is constructed along the centre of the strip footings to align with the steel reinforcement
3.2 REINFORCEMENT OF FORMWORK USING VERTICAL STUDS, WHALERS AND BRACING
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 3600 ‘Concrete Structures’ AS 3610 ‘Formwork for concrete’ AS5216:2018 ‘Design of Design of post-installed and cast-in fastenings in concrete’
SCALE
1:50 @ A3
AS 4671 ‘Steel reinforcing materials’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 7
DRAWING TITLE
STAGE 03 SECTION
Stage 04 In Situ Concrete Walls - Pouring and Setting This stage involves the finishing of the in situ walls and preparation for the construction of the ground floor. 4.1 Concrete is continuously cured for at least 7 days before the formwork is removed, as per AS3600 Clause 4.4 and the structural engineer’s specifications. It should be note that this stage occurs alongside the construction of the ground floor and walls. The in situ walls are allowed to cure for 28 days to achieve a required 40MPa of characteristic strength before construction of the first floor is initiated.
Removal of formwork at 7 days
28 days
Steel props for ensuring walls remain upright until first floor is in place
40 mpa
4.1 REQUIRED CHARACTERISTIC STRENGTH OF IN SITU WALLS
4.2 Temporary steel bracing is applied for the duration prior to the first floor being fixed and connected. This is to maintain the stability and integrity of the concrete walls. These walls are not load bearing so supports must be in place until they are steadied. Threaded insert braces between 45 and 60 degree inclines are used here – where the upper holes of the form ties are used as means of securing.
Connection made into form ties Timber block protects concrete
4.1 CONCRETE CONTINUOUSLY CURED IN FORMWORK AS PER AUS STANDARDS.
4.2 Props angled between 45 ad 60 degrees
4.2
TEMPORARY STEEL PROPS
Props secured to ground 4.2 REMOVAL OF FORMWORK AND THE OFF FORM TEXTURE OBTAINED
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 3600 ‘Concrete Structures’ AS 3610 ‘Formwork for concrete’ AS5216:2018 ‘Design of Design of post-installed and cast-in fastenings in concrete’
SCALE
AS 4671 ‘Steel reinforcing materials’ AS3700 - Masonry Structures - engaged brick piers
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 8
1:50 @ A3 DRAWING TITLE
STAGE 04 PLAN
Stage 04 In Situ Concrete Walls - Pouring and Setting 4.3 A hydrophobic sealer is applied at the completion of curing (at 100% of characteristic strength) to repel water and minimise any unwanted marks or weathering whilst the walls are exposed during construction. 4.4 The concrete walls are non-structural members (as noticeable by the small amount of reinforcing used) and thus are not designed with the capacity for supporting the subsequent timber frame of the ground floor. Engaged brick piers are constructed along the edge of the in situ walls, along the strip footing. These piers line up with pad footing, thus being additional stumps/supports for the ground floor. 4.5 Footings are then backfilled through means of manual rodding - with natural sands compacted to 95% as per AS1289.
Non-obtrusive wax/oil coating allows formwork to be remove and reused
Substrate compacted to 95% through manual rodding
4.3 ADDITIONAL STEEL BRACING ADDED FOR SUPPORT UNTIL FIRST FLOOR IS FIXED
Erection of engaged brick piers at completion of concrete walls
4.4 FINISHED SURFACE AND TIE HOLES LEFT BY SHE BOLTS
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 3600 ‘Concrete Structures’ AS 3610 ‘Formwork for concrete’ AS5216:2018 ‘Design of Design of post-installed and cast-in fastenings in concrete’
SCALE
AS 4671 ‘Steel reinforcing materials’ AS3700 - Masonry Structures - engaged brick piers AS1289 ‘Methods of testing soils’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 9
1:50 @ A3 DRAWING TITLE
STAGE 04 SECTION
Stage 05 Ground - Floor Framing With the concrete walls completed, stage 5 sees the progression of construction with the erection of the ground floor. 5.1 A conventional light weight timber stud floor is used in this section – consisting of 90x45mm machine graded structural pine (MGP10). Where two members are laid continuously together (connected on their long edge) as bearers, and single floor joists running perpendicular. As per AS 3660.1, ant caps are placed over the concrete stumps before bearers are connected. Following the two members being joined, bearers are fastened to the concrete stumps through the cold drawn wires. These reinforcements are bent over the stumps, alternating sides in accordance with AS1684.2. Joists are then arrayed perpendicularly on top of the bearers at 450mm centres and joined using a nail gun.
2x 90x25 pine members engage brick piers for support
Connections made for ensuite plumbing
5.3
5.1 BEARER TO STUMP
Slot in ant cap fits over wire
CONNECTION
Ant cap
5.1 FLOORING ELEMENTS - Stump, bearer, joist and particle board.
90x45mm MGP10 member Reinforcement bent over bearers
Cold drawn round wire reinforcement Precast concrete stump
5.1
Yellowtongue particle board 5.1 FLOOR JOISTS - Perpendicular laying of floor joists. Concrete wall supports left in place and worked around.
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS2870 ‘Residential slabs and footings’ AS1684 ‘Bracing’ AS1720 ‘Timber structures’ AS1170 ‘Structural design loads’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 10
SCALE
1:50 @ A3 DRAWING TITLE
STAGE 05 PLAN
Stage 05 Ground - Floor Framing 5.2 It is here that the contracted plumber makes provisions for the plumbing of the shower, toilet and bathroom sink, connecting to the sewerage pipes set out in stage 2. 5.3 Following the completion of the floor frame and plumbing, ‘19mm STRUCTAflor’ Yellowtongue particle board are placed perpendicular to the joists in a stretcher bond, staggered and secured using a nail gun. See detail 5.2 for fastening layout. The use of particle board acts a structural member, securing the elements in position, a substrate for which finished flooring can be applied to, and a surface to enable continued work throughout the construction stages. 5.4 88mm thick Bradford ‘Soundscreen’ insulation batts with an R value of R2.5, are then secured below the particle boards and between the joists using stapled polypropylene tape.
Remaining concrete wall bracing
5.2 Sewerage connection made. Plumbing is hung from the floor joists.
3600x900 Yellowtongue particle board sheets
5.2 PLUMBING HUNG FROM FLOOR JOISTS.
5.3
5.1
5.2 PARTICLE BOARD CONNECTION
5.2 PARTICLE BOARD SECURED AROUND EXTRUDED PLUMBING FOR LATER CONNECTION
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS2870 ‘Residential slabs and footings’ AS1684 ‘Bracing’ AS1720 ‘Timber structures’ AS1170 ‘Structural design loads’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 11
SCALE
1:50 @ A3 DRAWING TITLE
STAGE 05 SECTION
Stage 06 Ground - Wall Framing This stage involves the erection of the ground floor walls.
30mm glavanised strap looped over top and bottom plate to secure stud
6.1 The light weight timber framing consists of 140x45mm stud perimeter walls and 90x45mm studs for internal walls. All studs are fixed to the top and bottom plate using 30mm galvanised straps with the bottom plates fixed using galvanised loops around bearers along the edges, or fixed to particle board. 6.2 Stud walls are constructed using the floor space before being tilted up and fixed into position. Rhino wrap sarking is applied to the movement gap between concrete walls and the perimeter stud walls.
Temporary particle board for accessibility Strap bracing stretching 2700mm
‘Rhino Wrap’ wall sarking added
89x89mm Square hollow section columns take load of upper floor and transfers to pad footings.
6.2 STUD WALLS CONSTRUCTED ON LEVEL GROUND SURFACE figure taken from the black house
6.2 TILT UP AND FIXING OF STUD FRAME WALL
AUSTRALIAN STANDARD FRAMING MEMBERS (retrieved from AS1684 Timber Structures)
Temporary bracing added to stabalise walls before the completion of the first floor CONNECTION OF TIMBER FLOOR AND WALLS TO CONCRETE WALLS
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS1684 ‘Bracing’ AS1720 ‘Timber structures’ AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’
SCALE
1:50 @ A3
AS1170 ‘Structural design loads’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 12
DRAWING TITLE
STAGE 06 PLAN
Stage 06 Ground - Wall Framing 6.3 Most important in this stage are the square hollow section columns which are the key structural member of the ground floor, and integral for the construction of the intermediate floor and upper structures. 6.4 Being exposed on the coast line there is susceptibility to strong winds. Thus, as with the concrete walls, temporary bracing members are used to ensure integrity and adequately support the walls before their fixing to the steel framing and first floor structure.
Structural column
Studs
Bottom plate
Structural square hollow section
Temporary bracing members Noggings at approx 2700mm high, offset for ease of nailing
Particle board Joist 6.2 TILT UP AND FIXING OF STUD FRAME WALL WITH TEMPORARY PROPS
Bearer Stump
6.1 Particle board acts as a platform system
from which the stud walls are built upon.
6.1
6.1 ADDITION OF STRAP BRACING FOR SUPPORT AGAINST LATERAL LOADS figure taken from the black house
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS1684 ‘Bracing’ AS1720 ‘Timber structures’ AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’
SCALE
1:50 @ A3
AS1170 ‘Structural design loads’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 13
DRAWING TITLE
STAGE 06 SECTION
Stage 07 First Floor Framing and Floor Stage 7 involves the erection of the first floor. First floor framing is started given that a minimum of 60% of the permanent bracing (ie strap bracing) is installed on the ground floor walls. 7.1 The first floor is characterised by a galvanised steel skeleton with timber infill. Note, all structural steel elements used throughout this construction are galvanised for protection given site context. 7.2 Steel members and timber structural timber beams are supported by the SHS Columns of the ground floor – with a cantilevering action occurring over the uppermost concrete wall. The loads of the first floor are spread to the edges before being transferred to the ground.
300x90mm PFC
7.2 EXAMPLE OF STEEL FRAMING AND LVL BEAM SPANS
200x75mm PFC
150 UB 14
90x45mm F7 Pine Infill
Galvanised Steel Framing / Skeleton
Timber Infill 250 UB 37
7.4 ERECTION OF TEMPORARY STAIRS AND BALUSTRADE FOR FIRST FLOOR ACCESS
STEEL MEMBERS DO NOT MAKE CONTACT WITH CONRETE WALLS - NON STRCUTURAL
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS1684 ‘Bracing’ AS1720 ‘Timber structures’ AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’
SCALE
1:50 @ A3
AS1170 ‘Structural design loads’ AS 4994.1 ‘ Temporary Edge Protection’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 14
DRAWING TITLE
STAGE 07 PLAN
Stage 07 First Floor Framing and Floor 7.3 The galvanised steel framing is delivered to site and lifted into position by means of a crane and fixed. Engineered Laminated Veneer Timber joists span the entirety of the floor space – A connection to the parallel flange is made using 10mm cleat plates welded using a continuous fillet weld (CFW) on site to match the joist angles. The light weight nature of the Hyjoists allows them to be installed without the need for a crane. 7.4 Temporary Balustrades and edge protection systems are installed in preparation for the erection of the roof structure. As with the ground floor, particle boards are fixed into position, running perpendicular to the floor joists.
Temporary balustrade
LVL joists can be manually handled into position despite their size.
Installation of particle board
300x90mm PFC
7.3
Main loads transferred to the SHS columns
7.2 ERECTION OF TEMPORARY STAIRS AND BALUSTRADE FOR FIRST FLOOR ACCESS
7.3 Connection between LVL and PFC using
galvanised cleat plate welded on site. 3x M16 bolts secure the connection.
Removal of some ground floor supports during erection
7.2 EXAMPLE OF LVL BEAM TO STEEL CONNECTION
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS1684 ‘Bracing’ AS1720 ‘Timber structures’ AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’
SCALE
AS1170 ‘Structural design loads’ AS 4994.1 ‘ Temporary Edge Protection’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 15
1:50 @ A3 DRAWING TITLE
STAGE 07 SECTION
Stage 08 First Floor Walls and Roof Framing Stage 8 sees the erection of the framing for the first floor walls and roof. Galvanised steel is the main structural element used - allowing for a light weight, large spanning system that can maximise the opportunity for views.
8.4 Structural Rectangular Hollow
Strap braced internal sud wall
8.1 Steel sections are delivered on site and craned into positioned before being manually bolted together using grade 8.8 high strength bolts. The connections types are semi rigid, utilising flexible end and side plates – with maximum rigidity obtained with all the members fixed into position.
380X100 PFC
Section columns supporting the extended eave and 380x100 PFC which from the LVL rafters are connected to.
150X100 RHS 125X125 SHS
Portal window frame is welded at a later stage, following the completed erection of the steel framing
Combined LVL rafter for lintel support All steel work, including bolts and connection points, are hotdip galvanised to assist against corrosion and thus extend the structural performance of the system.
8.1 ERECTION OF STEEL ROOF MEMBERS. 250 UB 31.4
250 UB 37.3
240x45 LVL spanned at 1200mm
8.1 STEEL MEMBER TYPES
8.3 INFILL OF LVL RAFTERS.
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS1684 ‘Bracing’ AS1720 ‘Timber structures’ AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’ AS1170 ‘Structural design loads’
SCALE
AS 4994.1 ‘Temporary Edge Protection’ AS1554 ‘Structural steel welding’ AS1576.1:2010 ‘Scaffolding’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 16
1:50 @ A3 DRAWING TITLE
STAGE 08 PLAN
Stage 08 First Floor Walls and Roof Framing 8.2 Scaffolding is erected along the perimeter of the building in accordance with AS/NZS 1576.1:2010
Double studded wall follows roof angle and concreales future box buttering
8.3 Much like the flooring system, engineered LVL timber rafters (200x45mm) span the space between the steel members and complete the structural integrity of the system.
Steel members craned into position
8.4 A double timber stud wall is erected along the top edge of the living room – these are non-loadbearing, the internal wall is braced. Altering heights in these walls creates a parapet for concealing the box gutting. An important element to the roof and wall framing is the rectangular hollow section (RHS) column which supports the courtyard eave, the main structural PFC member and the portal framing system.
Temporary balustrades remain for OHS
8.3
Erection of scaffolding for roof access
Cleats are welded to PFC in preparation of timber screening
8.4 RHS COLUMN. ENCASED BY EXTERNAL STUD WALL
30mm Galvanised Strap
240X45 LVL
Timber plate
multigrip fixinf plates 250 UB 31.4 8.3 TYPICAL RAFTER TO STEEL BEAM THROUGH USE OF TIMBER PACKER.
8.3 CONNECTION OF RAFTERS TO UNIVERSAL BEAM
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS1684 ‘Bracing’ AS1720 ‘Timber structures’ AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’ AS1170 ‘Structural design loads’
SCALE
AS 4994.1 ‘Temporary Edge Protection’ AS1554 ‘Structural steel welding’ AS 1576.1:2010 ‘Scaffolding’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 17
1:50 @ A3 DRAWING TITLE
STAGE 08 SECTION
Stage 09 Roof Battens, Sheeting and Guttering This stage involves the completion of the roof structure, with the installation of guttering and roof sheeting. 9.1 Roof battens are secured to the LVL roof beams through the use of vertical timber soldiers that are screwed to the rafters using two 10x90 self-drilling screws to inhibit any rotation. Soldiers are positioned at 1600mm spans.
Flashing and metal sheeting clamped for structural integrity and weather tightness
Box gutter fixed to 12mm plywood box Added timber members to support box gutter
The elevated batten system, or non-structural strut system, through the use of vertical supports, enables the non-conforming irregular angles of the internal ceiling and the roof. Additionally, the separation of the structural frame and the roof battens allows for the concealed box guttering along the perimeter, and the drop in ceiling height for the concealed pelmets.
9.1 INSTALLATION OF ROOF SHEETING AND FLASHING Figure taken from the black house
PERIMETER SCAFFOLDING USED FOR ROOF ACCESS
Flashing installed to overlap the raked sides of the metal sheeting
9.1 EXAMPLE OF SOLDIER AND RAFTER SYSTEM
Figure taken from the black house
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
9.1 EXAMPLE OF CONCEALED BOX GUTTER METAL SHEETING OVERHANG
GENERAL NOTES & RELEVANT STANDARDS
AS 1562.1 Design and Installation of Metal Roofing AS 4040.1 Methods of Testing Roof Sheeting AS 4040.2:2002 Resistance to Wind Pressure for Non-cyclonic Regions AS1720 ‘Timber structures’
SCALE
AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’ AS 4994.1 ‘Temporary Edge Protection’ AS1554 ‘Structural steel welding’ AS1576.1:2010 ‘Scaffolding’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 18
1:50 @ A3 DRAWING TITLE
STAGE 09 PLAN
Stage 09 Roof Battens, Sheeting and Guttering 9.2 Prior to roof sheeting, Bradford ‘thermoseal’ reflective foil is secured to the battens. Provisions are made for the box guttering, with the instalment of flashing and connected down pipes.
Erection of temporary balustrade for OHS secured to underside of rafters
Installation of box gutter, concealed behind parapet
9.3 Following this, Lysaght ‘Trimdeck Hi Ten’ metal sheet roofing, with a Base Metal Thickness of 0.48mm was installed on the roof battens. Temporary balustrades were removed at the completion of this.
Flashing applied to parapet to match roof and gutter colour
Metal sheeting is cut to size to span the full length overlapping occuring on the long edge
9.2
Fastening of soldiers, or vertical batten supports using 2x self-driving screws
metal sheeting
roofing screws
sheet overlap Timber batten
9.1 CONNECTION FROM BOX GUTTER TO CONCEALED DOWNPIPE
9.2 The square fluted profile of the metal sheets
allows them to overlap and form a protective barrier – self-drilling roofing screws are used through the crest to seal and fix the spans of metal sheeting into position.
9.1 CONNECTION FROM BOX GUTTER TO CONCEALED DOWNPIPE
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 1562.1 Design and Installation of Metal Roofing AS 4040.1 Methods of Testing Roof Sheeting AS 4040.2:2002 Resistance to Wind Pressure for Non-cyclonic Regions AS1720 ‘Timber structures’
SCALE
AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’ AS 4994.1 ‘Temporary Edge Protection’ AS1554 ‘Structural steel welding’ AS1576.1:2010 ‘Scaffolding’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 19
1:50 @ A3 DRAWING TITLE
STAGE 09 SECTION
Stage 10 Windows and Cladding This stage sees the final weatherproofing and sealing of the building fabric with the installation of windows and the timber cladding of the façade. 10.1 Following their delivery on site, the window manufacturers use vacuum cups, or similar equipment, to handle each of the glazing units into the openings constructed by the contractor. These openings are left rough to allow for any levelling or filling that may be required.
Cladding wraps around the surfaces of the building
10.2 Work is initiated on the timber screen on the ground floor. 110x19mm finished size with bronze finishings - groups of 4 members are placed 600mm centres. Screen is constructed using horizontal battens to offset the vertical cladding and line up with the cladding of the top floor. Members are attached via the 75 x 8 cleat welded to the PFC during stage 8.
9.1 EXAMPLE OF CONCEALED BOX GUTTER METAL SHEETING OVERHANG Figure taken from the black house
Continuous Fillet Weld to Equal Angle
10.1 INSTALLATION OF WINDOW SILLS AND WEATHER SEALS
10.3
Portal steel framing for seamless windows. Door installation
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS 1288 & AS 2047 ‘Glass in buildings’ AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’ AS 4994.1 ‘Temporary Edge Protection’ AS1554 ‘Structural steel welding’
10.4 PARTICLE BOARD USED TO CONCEAL STEEL MEMBERS SCALE
1:50 @ A3
AS1576.1:2010 ‘Scaffolding’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 20
DRAWING TITLE
STAGE 10 PLAN
Stage 10 Windows and Cladding 10.3 The light weight steel frame enables the floor to ceiling glazing and full spans of glass throughout the house – notably in this section is the vertical sashless window of bedroom 4 and the fixed frameless windows of the living room. The frameless system is made possible due to 25mm Mild Steel Flat Plates that are spaced approx.. 1896mm apart and continuous fillet welded between an equal angle and rectangular hollow section – both of whoch are welded to the RHS column erected in stage 8.
Installation of glazing and door units. 10.5
All glazing units in this section, including the glass stacking doors of the living room, are double glazed Thermotec insulated glass with a 12mm air gap framed in 45mm thick Tasmanian Oak timber.
Timber ship lapped cladding connection.
10.4 Prior to the fitting of the portal windows, the steel members, bar the flat plates, are encased in particle board in preparation for timber cladding and internal linings. 10.3
10.5 138mm x 19mm Spotted Gum Cladding installed using bronze nails - at 600mm centres
Rhino wrap wall sarking applied prior to installation of cladding
10.2 WORK STARTED ON TIMBER SCREEN AS PER ARCHITECTS DETAILS
10.2 CONCEALED DOWN PIPES
10.2 37x8 CLEATS WELDED TO PFC BEAM
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
Installation of screen concurrent with cladding
GENERAL NOTES & RELEVANT STANDARDS
AS 1288 & AS 2047 ‘Glass in buildings’ AS 4100 ‘Steel structures’ AS 4680 ‘ Hot dipped galvanised coatings’ AS 4994.1 ‘Temporary Edge Protection’ AS1554 ‘Structural steel welding’
Floor to ceiling sashless window enabled by the portal framing
SCALE
1:50 @ A3
AS1576.1:2010 ‘Scaffolding’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 21
DRAWING TITLE
STAGE 10 SECTION
Stage 11 Internal Wall Linings and Services With the dwelling now weather tight, this stage sees the completed set out of services and the installation of insulation, followed by plasterboard. 11.1 Electrical wiring is laid out before the installation of insulation and plasterboard in accordance with the electrical plans of the architectural drawings. The lay of such services are inspected by the client and architect for approval of placement.
2700x1350 Gypsum plasterboard sheets are cut to size before fixed to furring channel.
11.2 Hot water systems, plumbing outlets, connection to hydronic heating and connection to mains water are made by a certified plumber. Accommodations are made for hot water and potable water throughout the house, with insulated PEX tubing.
Provisions made for electrical wiring to entertainment cupboard of the living room cabinetry
11.1 ELECTRICAL WIRING
16x38mm furring channel
Rafter
11.2 INSTALLATION OF PLUMBING SERVICES INCLUDING A CONCEALED CISTERN 13mm Plasterboard 11.3
RONDO 308 Furring channel.
11.2 WATER CONNECTIONS MADE
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
AS2492 Cross Linked Polyethylene AS3500 plumbing and draining AS 3000 Electrical installations AS 3999:2015 Bulk thermal insulation - installation AS 2588 ‘Gypsum plasterboard’.
SCALE
1:50 @ A3
AS 4994.1 ‘Temporary Edge Protection’ AS1576.1:2010 ‘Scaffolding’
ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 22
DRAWING TITLE
STAGE 11 PLAN
Stage 11 Internal Wall Linings and Services 11.3 Insulation arrives on site and is installed throughout the house. Stud walls are insulated using two layers of 60mm Bradford ‘soundscreen’ batts, whilst the intermediate and first floor ceiling are insulated with a single 88mm layer. Ceiling insulation is friction secured and fixed using RONDO 308 Furring channels that attach to the rafters. 13mm Gypsum plasterboard installed in both bedroom and living room - with a moisture resistant is used in ensuite 4.
Lightweight, moveable scaffolding used to install plasterboard on the tall ceilings. Insulation added to ceiling and secured by furring channels
11.4 A compliance certificate is lodged by the plumber to the VBA within 5 days of the completion of all plumbing work on site – prior to a final inspection at the completion of the build. 11.5 Living room joinery is started - stud frame of bulk head are constructed in preparation of finishing 11.6 Bathrooms (and wet areas) are water proofed at this point.
Bulk head supported by additional rafters
Construction of living room cabinetry.
Plasterboards are applied using adhesive glue and additional screws along the perimeter of each sheet. Joints are then reinforced with paper tape that is covered in joint compound.
11.3 INSTALLATION OF INSULATION FOLLOWED BY FURRING CHANNELS
11.3 INSTALLATION OF INSULATION FOLLOWED BY FURRING CHANNELS
11.1 ELECTRICAL LAYOUT FOR AUDIO VISUAL CUPBOARD, AND CONCEALED DOWN PIPE
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
11.3
Openings in plasterboard made with keyhole saw in relation to electrical wiring outlets
GENERAL NOTES & RELEVANT STANDARDS
AS2492 Cross Linked Polyethylene AS3500 plumbing and draining AS 3000 Electrical installations AS 2588 ‘Gypsum plasterboard’. AS 3999:2015 Bulk thermal insulation - installation
Electrical cables laid in accordance with architects drawings
SCALE
1:50 @ A3
AS 4994.1 ‘Temporary Edge Protection’ AS1576.1:2010 ‘Scaffolding’
Case Study: Hodges Residence; Architect: John Wardle Architects p. 23
DRAWING TITLE
STAGE 11 SECTION
Stage 12 Finishing - Joinery and Painting Stage 12 sees the end of site work with the completion of final joinery, painting and floor finishes. CONTRACTORS / TRADES Carpenter / Joiner, Plumber, Electrician, Painter, Landscaper, and Surveyor
Sliding door on cabinetry Installment of hydronic fan coil units in floor structure
12.1 All plasterboard joints are sanded and cleaned before being painted with low sheen, low toxic white paint. 12.2 Living room joinery was completed through the addition of black and mint laminex to all sides of the 25x25mm welded flat plate fixed shelves. A sliding door track is concealed within the bulkhead. A colorbond strip is placed along the base of the cabinetry before being clad in 115x19mm dressed Spotted Gum. 12.3 Following an internal clean, 170mm wide Recycled Messmate timber with tongue and groove connections are fixed to the Yellowtongue particle, running approximately north to south – perpendicular to the ocean views. Decking and permanent glass balustrade are also completed. 100% wool carpet is similarly laid in the carpets, and 300x300 matte ceramic tiles are installed in the ensuite.
Completed glass balustrade with concealed fixtures
12.2
Laminex cladding to achieve overall shelf thickness of 60mm
12.3 COMPLETION OF GLASS BALUSTRADE AND TIMBER DECKING.
12.4
12.3 INITIAL SITE CLEAN - PLASTIC LAY TO PROTECT FINISHED FLOORING
25x25 SHS fixed shelving supports welded to flat plate
65x6mm Flat plate bolted to braced stud wall 12.2
Timber flooring installed over particle board through tongue and groove joints and concealed nails
CABINETRY SHELVING ELEMENTS
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
12.4 HYDRONIC FAN COIL UNITS INSTALLED MATCHING TIMBER GRILL FLUSH WITH FLOOR SCALE
1:50 @ A3 DRAWING TITLE
STAGE 12 PLAN ABPL20033 - 2018, Caleb Biffanti | 915044 | T11, Dion Keech p. 24
Stage 12 Finishing - Joinery and Painting 12.4 Final services are installed, including installation of bathroom fittings, light fixtures, power points, hydronic vent grills, home automation systems and completion of audio visual set up. 12.5 All internal timber cladding is cleaned and finished with 3 coats of Quantum “Aquaoil Transparent - wood tones” – whilst external cladding is allowed to weather naturally.
Final painting of plasterboard surfaces
12.6 Tie holes of the in situ concrete walls are patched to maintain the aesthetic of the surrounding finish and reject any water penetration that could lead to corrosion. 12.7 Lastly, the construction site is cleaned of debris and extra materials – site surfaces are given a clean and landscaping is completed. An occupancy permit is obtained from VBA under the 1993 Building Act to signify that a surveyor is satisfied with the completed work and that the building may be occupied.
Joinery clad and finished re architects specifications concealed nails fix timber joinery 12.2
Hydronic fan coil unit sits within trench Wood grills sit flush with finished floor level 12.2 CLAD BULKHEAD AND CONCEALED SLIDING DOOR TRACK
12.4
HYDRONIC TRENCH FINISHING
Particle board groove
12.2 + 12.4 LIVING ROOM JOINERY FUNCTIONING AS INTENDED WITH AV CUPBOARD
ABPL20033 - 2018 Caleb Biffanti | 915044
PROJECT
CASE STUDY
FLIPBOOK SECTION 2D
HODGES RESIDENCE
T11, Dion Keech
DATE
ARCHITECT
17 SEPTEMBER 2018
JOHN WARDLE ARCHITECTS
THE UNIVERSITY OF MELBOURNE
GENERAL NOTES & RELEVANT STANDARDS
Bedroom built in wardrobe and desk completed
Final electrical fix inclusing light fittings SCALE
1:50 @ A3 DRAWING TITLE
STAGE 12 SECTION Case Study: Hodges Residence; Architect: John Wardle Architects p. 25