Construction Analysis Assignment 2 - Flipbook Section 2D by Will Scobie

ABPL20033 - Construction Analysis Dr Alberto Pugnale, Subject Coordinator Dr Sofia Colabella, Senior Tutor Aleks Baltovski, Tutor Will Scobie - 892855 - 27/09/2020 Lake Wendouree Residence, Tutorial 06 Assignment 2 Flipbook Section

Lake Wendouree Residence, photo by Peter Bennets

PERSONAL PROTECTION EQUIPMENT (PPE) head protection eye protection ear protection flap hat sun protection

whistle alert high visibility long-sleeve shirt

long pants steel-capped boots

1b 1i 1p

1j 1s

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

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STAGE SUMMARY

SITE OFFICE

Relevant Australian Standards AS2870:2011 Residential slabs and footings AS1289:2014 Methods of testing soils for engi- AS3500:2018 Plumbing and Drainage neering purposes AS/NZS 3000:2018 Electrical installations AS 3798:2007 Guidelines on earthworks for AS/NZS 5601:2013 Gas installations commercial and residential developments AS1379:2007 Specification and supply of concrete

1a. Obtain relevant permits such as building permit, town planning permit and demolition permit 1b. Establish location of existing services and terminate any active services before commencing works 1c. Obtain agreement with neighbours and governing authority regarding timing and extent of works 1d. Soil analysis conducted by geotechnical engineer 1e. Establishment of site office and toilets 1f. Create clearing for vehicles and machinery 1g. Set boundary with temporary fencing and bracing for safety on site and surrounding site protection 1h. Demolition of existing site including termination of existing services at site boundary 1i. Removal of building rubble and surface vegetation 1j. Site is surveyed to establish contour levels 1k. Extend services out of ground for clearance above concrete slab, services weatherproofed 1l. Retaining walls built to prevent soil collapse 1m. Erection platform for crane and machinery secured 1n. Trenches for services excavated and cables / pipework drainage systems implemented as per civil construction plans 1o. Trenches are backfilled as per AS 3798 1p. Top layer of soil removed and replaced with engineer compact fills (may be sourced from site) 1q. Trenches for footings are excavated 1r. Inspection and approval of excavation by structural engineer, including removal of water and any softened material 1s. Massing (blinding) concrete poured for pad and strip footings, founded 200mm into natural stiff clay of minimum 100kPa bearing capacity 1t. Foundations are inspected by engineer in preparation for slab pour, with work commencing immediately after to prevent ingress of loose sand and soil

SITE PREPARATION AND FOOTING

SECTION SOIL REPORT

Soil analysis conducted by Provincial Geotechnical consulting geologists resulted in the classifaction of the site as a CLASS P problem site, as per AS2870 1996. The soil report indicates a slope of 1:60 across the entire site towards the north. The soil type found includes silty clay of volcanic origins resulting in poor site drainage. Based on the soil analysis, the required footing system suggested is a stiffened raft slab utilising a waffle pod system. Any disturbed areas should be filled with engineered fill with localised deepening of footings into underlying foundation soils. Soil analysis crucial in determining soil qualities and to ensure structural integrity through utilising appropriate slab systems and identifying any potential issues.

DEMOLITION After site is cleared, layer of top soil is removed and replaced with engineer compact fill to provide known soil properties for compaction stress. Trenches are excavated for footing systems. Massing (blinding) concrete poured for pad and strip footings, founded 200mm into natural stiff clay with a minimum 100kPa bearing capacity, reinforcement bars and trench mesh used for structural stability.

SITE PREPARATION

SCALE 1:50 @ A3 Drawing 01 of 16

STAGE SUMMARY

CONCRETE SLAB After foundation preparation, 50mm of sand is levelled and a 0.2mm polyethylene moisture barrier is placed to prevent moisture from seeping in from underneath the slab. This is then covered by a SL82 Top 40mm fabric cover with hydronic heating coils placed as per mechanical drawings, with a SL62 20mm fabric cover placed over hydronic coils. 110mm thick polystyrene waffle pods are placed as per structural drawings with ribs forming maximum 1200 centres, this minimises the use of concrete, however, in certain areas, mass concreting is used to provide increased structural support, specifically surrounding steel members. Steel reinforcement is used to provide tensile strength, with vertical members and plates placed to connect with vertical structures.

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2a. Placement and levelling of 50mm sand 2b. Placement of 0.2mm polyethylene moisture barrier 2c. Placement of 110mm thick waffle pods as per structural drawings with ribs forming MAX 1200 centres, omitted in areas of structural significance utilising instead mass concreting 2d. Bar-chairs and steel reinforcement placed as per AS/NZS 4671 2e. Placement of SL82 Top 40mm cover with 3-N12 re-entrant bars placed diagonally across corners 2f. Installation of hydronic heating coils 2g. SL62 20mm fabric cover placed over hydronic coils 2h. Encased beams and columns wrapped in SL41 wrapping mesh 2i. Hydrotite water stopper installed on slab edges for moisture control 2j. Vertical reinforcement bars are placed in position with capping to prevent corrosion 2k. Formwork is installed and fixed in place in accordance with AS3610 2l. Envirocrete recycled concrete slab is poured and cured on-site within 2 hours of placement, curing occurs for a minimum of seven days 2m. Concrete mechanically vibrated and trowelled both mechanically and by hand as per AS 3600 2n. Concrete strength grade assessed in accordance with AS1379 2o. 10mm Abelflex installed between vertical faces of concrete (suspended cellar slab) 2p. Insulation installed for suspended cellar slab 2q. Suspended infill concrete slab for cellar poured to 110mm thickness with 25mm SL82 fabric top cover 2r. Conservatory raised concrete slab poured 2r. Formwork removed after a minimum of 28 days after concrete pour 2s. Inspection of concrete slab by structural engineer 2t. Installation of base plates for structural framework 2u. Waterproof tanking applied to slab edges 2v. Slab edges are backfilled with free draining soil and area within 2000mm of slab edge graded to 100mm MIN fall away from slab

GROUND FLOOR SLAB

SECTION

SERVICES CAST-IN WITH PROTECTIVE CASING

WAFFLE POD / SLAB REINFORCEMENT

N16 anchor bars

cast-in plate steel column 6mm fillet weld SL62 mesh waffle pod

hydronic coil SL82 mesh sand

polyethylene moisture barrier

engineered fill

BASE PLATE CONNECTION DETAIL - SCALE 1:20

SCALE 1:50 @ A3 Drawing 02 of 16

STAGE SUMMARY

JWA STRUCTURAL STEEL DIAGRAM SHOWING CANTILEVER FROM WEST ELEVATION JWA abstracts the pavilions of the boathouses around Ballarat, creating a form of interlocking pavilions. Material expression of steel forms a bespoke architecture centred around cantilevering structures. Considerable collaboration took place with structural engineers, to ensure structural integrity and durability, particularly through cantilevered spans. Structural elements are concealed through architectural detailing to produce an overall aesthetic of clean, smooth lines.

3a. Three-dimensional structural drawings used for schematical design as per AS4100:1998 3b. Crane and machinery brought in to lift and install steel framework 3c. Structural steelwork and joinery framework bolted to concrete slab and into place using standard wrenches as per AS4100 and welded in compliance with AS1554 using connected fillet welds 3d. Horizontal steel fixing plates fixed to steel framework 3e. Timber members delivered to site and cut on site in accordance with AS1720 3f. Timber stud wall framework installed and bolted into place in accordance with AS1684 3g. Tensioned galvanised metal straps and plyboard nailed to timber CWB frame for bracing 3h. Bolts shall be re-tightened immediately before being built in 3i. Plywood nailed to timber PWA / PWB frames for bracing 3j. Scaffolding and safety fencing installed as per AS1576 for works on intermediate floor structure

coping

VERTICAL STRUCTURE ABOVE GROUND

2-M20 8.8/S bolts 10mm cleat plate

SECTION

6mm fillet weld TYPICAL 250PFC STEEL BEAM CONNECTION DIAGRAM galvanised coating to resist 6mm corrosion fillet weld

3-M20 8.8/S bolts coping

STEEL BEAM / COLUMN CONNECTION DIAGRAM

3j 3a

Simple connection using bolts and plates, more efficient in comparison to rigid connections, however are unable to resist lateral loading.

BEAM TO COLUMN FLEXIBLE CONNECTION JOINT DIAGRAM

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

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Relevant Australian Standards

AS1684:2010 Residential timber framed construction AS1720:2010 Timber Structures

AS4100:1998 Steel structures

AS2858:2008 Timber - Softwood - Visually stress graded for structural purposes AS1576:2019 Scaffolding - General requirements AS/NZS 5131:2016 Structural steelwork - Fabrication and erection

AS/NZS 1554:2014 Structural steel welding AS/NZS 3678:2016 Structural steel AS/NZS 3679:2016 Structural steel AS/NZS 4600:2018 Cold-formed steel structures AS4055:2012 Wind loads for housing

SCALE 1:50 @ A3 Drawing 03 of 16

350 deep long reach floor trusses used at 450mm centres with solid block at 1800mm centres. 89x89x5 square hollow section used as diagonal bracing. Yellow-tongue particle board is fixed to floor joists for flooring. Inspection of timber framework undertaken by structural engineer or building surveyor.

STAGE SUMMARY

INTERMEDIATE FLOOR STRUCTURE 01

4a. Timber members delivered to site and cut on site in accordance with AS1720 4b. Timber trusses and joists installed in accordance with AS4440 4c. CWB, PWA and PWB timber frames to be fixed to roof trusses and floor framing with 2 framing anchors as per AS1684 or bolted to relevant steel framework 4d. Timber stud wall framework on second floor installed and bolted into place in accordance with AS1684 4e. Cross bracing installed on stud frames on first floor 4f. Thermal insulation placed between floor joists and below screed to insulate hydronic coils 4g. Placement of hydronic floor heating coils in upstairs bathroom and ensuite 4h. Structural glass floor installed as per AS1288 4i. Inspection of steel and timber framework by structural engineer / building surveyor as per AS/NZS 1170 4j. Yellow-tongue particle board placed on slab and trusses as per AS/NZS1860

INTERMEDIATE FLOOR STRUCTURE

SECTION floor joist M10 bolt to top plate

L-Grip fixing

90x45 trimmer

BRACING PANEL PARALLEL TO FLOOR TRUSS

90x45 trimmer 4/3.05 nails to top plate

L-Grip fixing

M10 bolt to top plate

BRACING PANEL PARALLEL TO ROOF TRUSS

STUD WALL INTERSECTIONS AND CORNERS Stud walls built as per AS1684:2010 Residential timber

framed construction, with studs at 450 and 600 centres and noggings staggered at max 900 spacing.

INTERSECTIONS

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

Relevant Australian Standards

AS1684:2010 Residential timber framed construction AS1720:2010 Timber Structures AS4055:2012 Wind loads for housing

bracing wall

AS2858:2008 Timber - Softwood - Visually stress graded for structural purposes AS4440:2004 Installation of nailplated timber roof trusses AS/NZS 4600:2018 Cold-formed steel structures

AS/NZS1859.1:2017 Reconstituted wood-based panels - Specifications - Particleboard AS/NZS1860:2017 Particleboard flooring AS/NZS 1170:2002 Structural design actions General principles

CORNERS

SCALE 1:50 @ A3 Drawing 04 of 16

STAGE SUMMARY BOX GUTTER WITH MARINE PLY

5i 5m

5a 5e 5b 5c

5a. Scaffolding with safety railings used as safety mechanism for working on roofing system 5b. Use of vertical transportation device and crane lift to place building materials into position 5c. Timber roof trusses and rafters are installed above timber framework as per AS 1684 5d. Installation of roof insulation as per AS/NZS 4859 5e. Weatherproof breathable membranes attached to roofing frame as per AS/NZS4200 5f. Purlins and girts placed complying with AS4600 5g. Marine plywood fixed to exterior wall frames 5h. Installation of breathable sarking fixed to marine plywood on external walls as per AS/NZS4200 5i. Installation of zinc cladding roofing and external wall with double-lock standing seams at joins 5j. Installation of Colorbond Stramit Speed Deck 700 sheet roofing as per AS1562.1 with fixings concealed 5k. Flashing and capping installed for waterproofing 5l. Installation of guttering and rainwater collection systems as per AS1562 5m. Skylights installed and sealed 5n. Hot water system / photovoltaics installed to roof

ROOF SYSTEM

SECTION

BOX GUTTER SUPPORT STRUCTURE

VM Zinc double lock system BMT 0.7mm

Stramit Speed Deck 700 BMT 0.42mm roof

capillary action box gutter BMT 0.6mm Colorbond finish

sarking

15mm marine ply at 1:100 fall to outlet stud wall structural support connection

BOX GUTTER DIAGRAM

ROOF FRAMING SKETCH

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

AS2858:2008 Timber - Softwood - Visually stress Relevant Australian Standards graded for structural purposes AS1684:2010 Residential timber framed AS4440:2004 Installation of nailplated timber roof construction trusses AS1720:2010 Timber Structures AS/NZS4200:2017 Membranes + underlays AS/NZS 4600:2018 Cold-formed steel structures

AS1562.1:2018 Design and installation of sheet roof and wall cladding - Metal AS4654:2012 Waterproofing membranes for external above-ground use AS/NZS2904:1995 Damp-proof courses + flashings

SCALE 1:50 @ A3 Drawing 05 of 16

STAGE SUMMARY CRANE SUCTIONED GLAZING LIFT

6a. Construction of brick and blockwork exterior and interior walls as per AS3700 and AS/NZS 4455, non-loadbearing work to be kept clear of the underside of slabs and beams by 20mm MIN 6b. Installation of air-conditioning and heating units 6c. Verify all door/window dimensions on-site prior to manufacturing 6d. Ship-lapped timber cladding fixed to exterior timber framework 6e. Timber battens attached to shiplapped cladding 6f. Wrapped zinc galvanised steel plates and mild steel flats welded to horizontal fixing plates on Western wall outside kitchen as per AS/NZS 1554 6g. Kitchen structural frame welded in compliance with AS1554 using connected fillet welds 6h. Window and door frames installed once structural frames are completed 6i. Weatherproof flashing for exterior windows, doors 6j. Glazing installed into frames 6k. External doors installed into door frames 6l. Downpipes attached to external cladding 6m. Kitchen bench steel frame secured 6n. Lockup stage inspection by building surveyor

EXTERNAL WALL, WINDOW SYSTEMS, EXTERNAL DOORS

SECTION

MASONRY CONSTRUCTION LAUNDRY EXTERIOR

Viridian Glass Energytech Clear double glazed, low-E glass as per AS1288

brick tie studs at 450 or 600 centres plasterboard

air gap

seal

DOUBLE GLAZED WINDOW DIAGRAM

sarking mortar insulation

stretcher bond brick veneer

marine ply

backfill

floor plate moisture barrier concrete slab edge beam

anchor bolt

BRICK VENEER DETAIL

BRICK SAMPLE WALL Krause Bricks, Grampian blue standard Australian bricks, stretcher bond with raked mortar joints

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

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AS/NZS 4455:2008 Masonry units, pavers, flags and Relevant Australian Standards segmental retaining wall units AS1288:2016 Glass in buildings AS 2701:2001 Methods of sampling and testing AS3700:2018 Masonry Structures AS2047:2014 Windows and external glazedmortar for masonry constructions doors in buildings

AS4654:2012 Waterproofing membranes for external above-ground use AS/NZS4200:2017 Pliable building membranes and underlays AS1562.1:2018 Design and installation of sheet roof and wall cladding - Metal

SCALE 1:50 @ A3 Drawing 06 of 16

STAGE SUMMARY UPSTAIRS BEDROOM PLASTERING

7a. Finalisation of rough-ins for plumbing, duct, electrical work as per AS/NZS 3000 7b. Breathable sarking installed to resist water and air penetration whilst allowing vapour permeability 7c. Thermal and acoustic insulation installed in exterior and interior walls and ceilings 7d. Villaboard taped and scrimmed for interior cellar walls 7e. Plasterboard fixed to framework with rendered finish of wet plaster as per AS/NZS 2588 7f. Plaster sanded for preparation for painting 7g. Stone tiling fixed to interior walls 7h. Interior timber cladding fixed to framing 7i. Installation of interior glazing and mirrors 7j. Installation of glass balustrades surrounding void 7k. Installation of handrails on stairs and to terrace 7l. Installation of internal doors 7m. MDF skirting boards placed flush with plasterboard interior walls 7n. Weatherproofing / airtightness testing by building surveyor / ESD consultant 7o. Communication wiring finalised 7p. Kitchen bench substrate installed 7q. Interior doors installed

SECTION

stormwater drain / sewage drain

4525 acoustic foam

BRADFORD SOUNDLAG ACOUSTIC INSULATION

stud wall

screws fixed to nogging

Class 1 moisture barrier vertical flashing wet-area plasterboard flexible sealant tile foam rod

floor plate metal corner bead fixed with screws to provide protection to plasterboard on corners

7c 7b

INTERNAL PARTITIONS, CEILING STRUCTURE, ROUGH-IN SERVICES

yellowtongue

mortar screed flashing floor joist

BATHROOM CORNER DETAIL

PLASTERBOARD CORNER DETAIL BEDROOM TWO CEILING STRUCTURE

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

Relevant Australian Standards

AS/NZS 2588:2018 Gypsum plasterboard AS/NZS 5601:2013 Gas installations AS/NZS 3000:2018 Electrical installations

AS3500:2018 Plumbing and Drainage AS1684:2010 Residential timber framed construcAS 3999:2015 Bulk thermal insulation - Installation tion AS/NZS 4859 Thermal insulation materials for buildings AS5604:2005 Timber - Natural durability ratings AS/NZS 2269:2012 Plywood - Structural AS1668:2016 The use of ventilation and air-condiAS 3740:2010, Waterproofing of Domestic Wet Areas tioning in buildings

SCALE 1:50 @ A3 Drawing 07 of 16

STAGE SUMMARY

LANDSCAPING Landscaping frames views of the lakeside with pavilions centred around a central courtyard space with stone paving and rear backyard space. Stone pavement continues into conservatory.

RL 460.40

FCL 459.50

8o SCAFFOLDING SYSTEM

8i FFL 456.80 FCL 456.20

SCAFFOLDING DISMANTLED

FINISHING TRADES, JOINERY, APPLIANCES

SECTION

CEILING BATTENS / INSULATION

nail plate to truss roof truss

top plate rondo ceiling batten

stud wall

CEILING CONNECTION DIAGRAM

8a. Stone, timber, carpet and tile flooring placed 8b. Joinery and fixtures finalised 8c. Marble kitchen bench secured to kitchen frame 8d. Outdoor landscaping completed 8e. Painting of interior walls, ceilings and surfaces 8f. Timber floor, ceiling and wall finish applied to maintain timber durability 8g. Protective coats applied to exterior materials 8h. Electrical switches and light fittings installed 8i. Furniture and cabinetry installed or placed where necessary as per AS4386 8j. Installation of pelmets and blackout, glare control and translucent blinds 8k. Fitting of appliances, taps and vanities 8l. Removal of protective sheeting and scaffolding equipment 8m. All exposed bolts to be retightened at completion of contract and again at the end of maintenance period to ensure structural integrity of joints 8n. Pre-handover / practical completion inspection to assess any defects that should be fixed by builder 8o. Professional cleaning and then photography undertaken to document building design 8p. Overall inspection at the end of the contracted fixing stage to provide a certificate of compliance 8q.Certificate of occupancy given 8r. Occupants move in and live happily ever after...

8k 8d FFL 453.20 KITCHEN BENCH JOINERY â&#x20AC;&#x2DC;Longest kitchen bench in the worldâ&#x20AC;&#x2122; total length of 14,860. 0mm thick Artedomus Bianco

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

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AS/NZS 4455:2008 Masonry units, pavers, flags and Relevant Australian Standards AS/NZS 2311:2017 Guide to the Painting of segmental retaining wall units AS3958:2007 Ceramic tiles - Guide to the installaBuildings AS1580:2002 Paints and related materials tion of ceramic tiles AS3727.1:2016 Pavements - Residential

Gioia Carrara honed marble is fixed to particle board, edges are square with mitred corners. Steel structural rectangular hollow sections and a timber structural frame. AS4786.2:2005 Timber flooring - Sanding and finishing AS4386:2018 Cabinetry in the built-in environment - Commercial and domestic

WC SKETCH Plumbing services finalised as per AS3500:2018 Plumbing and Drainage, with services then connected to mains once finalised.

SCALE 1:50 at A3 Drawing 08 of 16

STAGE SUMMARY

PLAN

SITE OFFICE

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

SITE PREPARATION

8 28 2. 45

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

SITE PREPARATION AND FOOTING

IL 452.430

IL 452.363

IL 452.258

1d C

STORMWATER PIT Multi-junction pit receiving stormwater from downpipes. Outlet to the right (north) to street stormwater pit.

1q 1g

section

SITE CONDITIONS

Site is a north-facing, elongated plot with views of Lake Wendouree. Site conditions frame the architectural expression through framing views of the lake and surrounding landscape whilst maintaining solar access. Relatively flat site is manipulated through landscaping to create a complicated tapestry inviting the landscape into the design with framed views throughout the various pavilions.

SCALE 1:50 at A3 Drawing 09 of 16

STAGE SUMMARY

2a. Placement and levelling of 50mm sand 2b. Placement of 0.2mm polyethylene moisture barrier 2c. Placement of 110mm thick waffle pods as per structural drawings with ribs forming MAX 1200 centres, omitted in areas of structural significance utilising instead mass concreting 2d. Bar-chairs and steel reinforcement placed as per AS/NZS 4671 2e. Placement of SL82 Top 40mm cover with 3-N12 re-entrant bars placed diagonally across corners 2f. Installation of hydronic heating coils 2g. SL62 20mm fabric cover placed over hydronic coils 2h. Encased beams and columns wrapped in SL41 wrapping mesh 2i. Hydrotite water stopper installed on slab edges for moisture control 2j. Vertical reinforcement bars are placed in position with capping to prevent corrosion 2k. Formwork is installed and fixed in place in accordance with AS3610 2l. Envirocrete recycled concrete slab is poured and cured on-site within 2 hours of placement, curing occurs for a minimum of seven days 2m. Concrete mechanically vibrated in accordance with AS 3600 2n. Concrete strength grade assessed in accordance with AS1379 2o. 10mm Abelflex installed between vertical faces of concrete (suspended cellar slab) 2p. Insulation installed for suspended cellar slab 2q. Suspended infill concrete slab for cellar poured to 110mm thickness with 25mm SL82 fabric top cover 2r. Conservatory raised concrete slab poured 2r. Formwork removed after a minimum of 28 days after concrete pour 2s. Inspection of concrete slab by structural engineer 2t. Installation of base plates for structural framework 2u. Waterproof tanking applied to slab edges 2v. Slab edges are backfilled with free draining soil and area within 2000mm of slab edge graded to 100mm MIN fall away from slab

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

SLUMP TEST Measuring concrete integrity, as per AS1012:2014

GROUND FLOOR SLAB

PLAN TYPICAL SLUMP (acceptable)

HIGH SLUMP (acceptable)

SHEAR (lateral collapse)

3 / 2000 long N12 bars at reSHEAR entrant (lateral collapse) corners 75mm from corner 03

SHEAR (lateral collapse)

bar chair reinforcement mesh

RE-ENTRANT CORNER - SCALE 1:20

tie

bar chair

WAFFLE POD SYSTEM

reinforcement mesh

D SLAB STRUCTURE

BAR CHAIR SKETCH

2d section

section

SERVICES

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

WAFFLE POD / SLAB REINFORCEMENT

SCALE 1:50 at A3 Drawing 10 of 16

STAGE SUMMARY

STEEL STRUCTURE

metal strap looped fixed to stuf with 4 / 30 x 2.8mm nails

Steel structure erected using crane as per AS4100:1998 and AS/NZS 5131:2016, designed by structural engineer using a variety of structural elements including Universal Beams (UB), Parallel Flange Channels (PFC), Rectangular Hollow Sections (RHS), Square Hollow Sections (SHS), Equal and Unequal Angle members. Steel elements are welded and bolted in place and all elements are coated during fabrication with a galvanising corrosive resistant finish.

VERTICAL STRUCTURE ABOVE GROUND

PLAN

top plate

bracing strap

stud

3c 3e

additional nogging for services jamb nogging top plate

D CONVEX FILLET WELD

stud

3f section

section

internal corner external corner

door opening STUD WALL FRAMING DIAGRAM

CONCAVE FILLET WELD

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

Relevant Australian Standards

AS1684:2010 Residential timber framed construction AS1720:2010 Timber Structures

AS4100:1998 Steel structures

AS2858:2008 Timber - Softwood - Visually stress graded for structural purposes AS1576:2019 Scaffolding - General requirements AS/NZS 5131:2016 Structural steelwork - Fabrication and erection

AS/NZS 1554:2014 Structural steel welding AS/NZS 3678:2016 Structural steel AS/NZS 3679:2016 Structural steel AS/NZS 4600:2018 Cold-formed steel structures AS4055:2012 Wind loads for housing

SCALE 1:50 at A3 Drawing 11 of 16

STUD BRACING DIAGRAM

STAGE SUMMARY

4a. Timber trusses and joists installed in accordance with AS4440 4b. Yellow-tongue particle board placed on slab and trusses as per AS/NZS1860 4c. CWB, PWA and PWB timber frames to be fixed to roof trusses and floor framing with 2 framing anchors as per AS1684 or bolted to relevant steel framework 4d. Timber stud wall framework on second floor installed and bolted into place in accordance with AS1684 4e. Cross bracing installed on stud frames on first floor 4f. Thermal insulation placed between floor joists and below screed to insulate hydronic coils 4g. Placement of hydronic floor heating coils in upstairs bathroom and ensuite 4h. Structural glass floor installed as per AS1288 4i. Inspection of steel and timber framework by structural engineer / building surveyor as per AS/NZS 1170

INTERMEDIATE FLOOR FRAMING

TRUSS SERVICE PROVISION

Timber trusses and joists installed in accordance with AS4440. Timber frames to be fixed to roof trusses and floor framing with 2 framing anchors as per AS1684. Plywood or metal cross bracing installed on stud frames on first floor. Structural timber frame constructed using 120 x 45 studs at 600 centres.

VARYING TRUSS SYSTEMS

PLAN

posistrut chord

INTERMEDIATE FLOOR STRUCTURE

POSI-STRUT FLOOR TRUSS Efficient long reach floor truss system at 450 centres, 350 deep. Lightweight yet strong loadbearing capacity with ample space for services to be run inbetween chords and webs.

SCAFFOLDING USED FOR INTERMEDIATE STRUCTURE

4c section

section

03 YELLOW-TONGUE FLOORBOARD 130mm x 19mm tongue and groove substrate, fixed with nails to floor trusses with putty to match. Used as an intermediate floor structure substrate with floor finishes added accordingly.

INTERMEDIATE FLOOR FRAMING PLAN: 1:100

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

Relevant Australian Standards

AS1684:2010 Residential timber framed construction AS1720:2010 Timber Structures AS4055:2012 Wind loads for housing

AS2858:2008 Timber - Softwood - Visually stress graded for structural purposes AS4440:2004 Installation of nailplated timber roof trusses AS/NZS 4600:2018 Cold-formed steel structures

AS/NZS1859.1:2017 Reconstituted wood-based panels - Specifications - Particleboard AS/NZS1860:2017 Particleboard flooring AS/NZS 1170:2002 Structural design actions General principles

SCALE 1:50 at A3 Drawing 12 of 16

STAGE SUMMARY

ROOF SYSTEM

43mm

700mm STRAMIT ROOFING - SCALE 1:20

BMT 0.42mm Colorbond Stramit Speed Deck 700 fixed to timber battens and rafters with roofing screws. Fixings are proprietary concealed fixings for waterproofing. Box Gutter extends along east/ west axis with colobond ultra 0.6mm finish, flashings and cappings used alongside VM zinc downpipes of 100mm diameter which are fixed with matching zinc offset fixing straps.

ROOF SYSTEM

PLAN

SKYLIGHT AND ROOFING SKETCH Skylight fixed to timber framing with multiple flashing fixed for waterproofing. Sealant used to ensure moisture tight seal. Flashing aligned with VM double lock zinc cladding roofing.

D box gutter

nail to top chord

overflow

5m section

section

truss nail plate top plate

cyclone tie stud

rainhead

downpipe

03 BOX GUTTER TO RAINHEAD DETAIL

ROOF FRAMING CONNECTION DETAIL

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

AS1562.1:2018 Design and installation of sheet roof and wall cladding - Metal AS4654:2012 Waterproofing membranes for external above-ground use AS/NZS2904:1995 Damp-proof courses + flashings

SCALE 1:50 at A3 Drawing 13 of 16

STAGE SUMMARY

6a. Construction of brick and blockwork exterior and interior walls as per AS3700 and AS/NZS 4455, non-loadbearing work to be kept clear of the underside of slabs and beams by 20mm MIN 6b. Installation of air-conditioning and heating units 6c. Verify all door/window dimensions on-site prior to manufacturing 6d. Ship-lapped timber cladding fixed to exterior timber framework AGP GLASS LOUVRES 6e. Timber battens attached to shiplapped cladding B 6f. Wrapped zinc galvanised steel plates and mild steel flats welded to horizontal fixing plates on Western wall outside kitchen as per AS/NZS 1554 6g. Kitchen structural frame welded in compliance with AS1554 using connected fillet welds 6h. Window and door frames installed once structural frames are completed 6i. Weatherproof flashing for exterior windows, doors C 6j. Glazing installed into frames 6k. External doors installed into door GLAZING TRANSPORTATION frames 6l. Downpipes attached to external cladding 6m. Kitchen bench steel frame welded and secured using bolts 6n. Lockup stage inspection by building surveyor

matching timber panels conceal steel structure

D19 laundry door with doggy flap

EXTERIOR WALL FLASHING B

Viridian Glass Energytech Clear double glazed, low-E glass as per AS1288

air gap

seal

DOUBLE GLAZED WINDOW DIAGRAM

section

6l electrical services

electrical wiring coil

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

PLAN

COLUMN DETAIL1:10

Window 09 frame

EXTERNAL WALL, WINDOW SYSTEMS, EXTERNAL DOORS

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

03 DUPONT TYVEK HOME WRAP Breathable sarking installed around exterior walls, roof and wet areas as per AS4654:2012 and AS/NZS4200:2017 to prevent moisture whilst maintaining breathability.

SCALE 1:50 at A3 Drawing 14 of 16

STAGE SUMMARY

7a. Finalisation of rough-ins for plumbing, duct, electrical work as per AS/NZS 3000 7b. Thermal and acoustic insulation installed in exterior and interior walls and ceilings 7c. Villaboard taped and scrimmed for interior cellar walls 7d. Plasterboard fixed to framework with rendered finish of wet plaster as per AS/NZS 2588 7e. Plaster sanded for preparation for painting 7f. Stone tiling fixed to interior walls 7g. Interior timber cladding fixed to framing 7h. Installation of interior glazing and mirrors 7i. Installation of glass balustrades surrounding void 7j. Installation of handrails on stairs and to terrace 7k. Installation of internal doors 7l. MDF skirting boards placed flush with plasterboard interior walls 7m. Weatherproofing / airtightness testing by building surveyor / ESD consultant 7n. Communication wiring finalised 7o. Kitchen bench substrate installed 7p. Interior doors installed

KITCHEN BENCH JOINERY SUBSTRATE

INTERNAL PARTITIONS

Internal partitions with R-value 2.5 88mm acoustic / thermal insulation 120 x 45 studs at 600 centres, with noggings to suit timber lining fixings. 13mm plasterboard is used for interior walls, water resistant to wet areas, with premium 100 series low sheen acrylic paint, with low-toxicity at less than 1g of volatile organic compounds per litre of paint.

CEILING ELECTRICAL ROUGH-IN SERVICES

7o MECANICAL SYSTEMS ABOVE UPSTAIRS BATHROOM to living room liq line

7p C

FFL-1 suct line FFL-2

C FFL-RG

gas line

liq line BSV6Q100

floor plate yellowtongue

Class 1 moisture barrier vertical flashing wet-area plasterboard

AC-FF LIVING

450x450 access

screws fixed to nogging

INTERNAL PARTITIONS, CEILING STRUCTURE, ROUGH-IN SERVICES

PLAN

stud wall

AIR CONDITIONING SYSTEM CEILING DUCTWORK

section

web

flexible sealant tile foam rod

chord

mortar screed

flashing floor joist

plumbing services

03 ductwork

BATHROOM CORNER DETAIL TRUSS SERVICE PROVISION

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

Relevant Australian Standards

AS/NZS 2588:2018 Gypsum plasterboard AS/NZS 5601:2013 Gas installations AS/NZS 3000:2018 Electrical installations

AS3500:2018 Plumbing and Drainage AS1684:2010 Residential timber framed AS 3999:2015 Bulk thermal insulation - Installation construction AS/NZS 4859 Thermal insulation materials for buildings AS5604:2005 Timber - Natural durability ratings AS/NZS 2269:2012 Plywood - Structural AS1668:2016 The use of ventilation and air-condiAS 3740:2010, Waterproofing of Domestic Wet Areas tioning in buildings

SCALE 1:50 at A3 Drawing 15 of 16

STAGE SUMMARY

8a. Stone, timber, carpet and tile flooring placed 8b. Joinery and fixtures finalised 8c. Marble kitchen bench secured to kitchen frame 8d. Outdoor landscaping completed 8e. Painting of interior walls, ceilings and surfaces 8f. Timber floor, ceiling and wall finish applied to maintain timber durability 8g. Protective coats applied to exterior materials 8h. Electrical switches and light fittings installed 8i. Furniture and cabinetry installed or placed where necessary as per AS4386 8j. Installation of pelmets and blackout, glare control and translucent blinds 8k. Fitting of appliances, taps and vanities 8l. Removal of protective sheeting and scaffolding equipment Bradfor 8m. All exposed bolts to be retightened at completion of contract and again at the end of maintenance period to ensure structural integrity of joints 8n. Pre-handover / practical completion inspection to assess any defects that should be fixed by builder 8o. Professional cleaning and then photography undertaken to document building design 8p. Overall inspection at the end of the contracted fixing stage to provide a certificate of compliance 8q.Certificate of occupancy given 8r. Occupants move in and live happily ever after...

KITCHEN BENCH JOINERY

BEDROOM JOINERY

FINISHING TRADES, JOINERY, APPLIANCES

PLAN

CONSERVATORY STONE FLOORING

louvre mechanism

select grade dressed spotted gum 138 x 19mm ship lapped boards with concealed fix

8b C

LANDSCAPING

CORNER DETAIL - SCALE 1:5

UPSTAIRS BEDROOM DOORS

section

LIVING ROOM FINISHINGS

section

8i E

JOINERY DOWNLIGHT

Insulation to be spaced around downlights within ceiling structure to prevent ingition, downlight caps may also be used.

CONSTRUCTION ANALYSIS ASSIGNMENT TWO FLIPBOOK SECTION WILL SCOBIE - 892855

ABPL20033 SEM2 2020 TUTORIAL 6 ALEKS BALTOVSKI

Bradford R3.2 insulation

Spotted gum select grade, crown cut timber used for joinery with timber veneer panels 20% gloss, nonyellowing UV protection. Custom joinery with mitred junctions and bookmatch joins along long length of panels. JT-13 laundry bench fixed to particleboard substrate with melamine internal finishing of drawers and cupboards. Ash white plastic laminate with square edge profile used for cupboard fronts and bench top. JT13 to house washing machine and dryer, with necessart cable access to side of joinery.

AS4786.2:2005 Timber flooring - Sanding and finishing AS4386:2018 Cabinetry in the built-in environment - Commercial and domestic

FIRST FLOOR PLAN: 1:100

SCALE 1:50 at A3 Drawing 16 of 16