Mt. Barker Winery

Page 1

Contents a2 a3 a4 a5 a6 a7 a8 a9 a10 a11 a12 a13 a14 a15 a16

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

schematic ground floor plan 1/100 reference section 1/50 section footing detail roof edge detail roof pitch change detail gutter detail facade transition detail 1/50 north part elevation 1/50 south part elevation 3d perspective 3d exploded perspective schematics 1 schematics 2 appendix

Drawing/

Design Development/

Contents Page #

a1

Mt Barker Winery W.A.

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Schematic Ground Floor Plan 1/500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

wine library 1 + 2 distribution room thermal buffer corridor storage main entry/tasting cellar master’s room public toilets tasting room tasting alfresco area rainwater tank small water heater generator transformer garbage/recycling bin terraced amphitheatre barrel room 1 + 2 laboratory 1 +2 tank room fruit receival area crush pad bottling/case storage

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12 00

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00

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171.000

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Date/ Client/ Designed/ Class/

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May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Design Development/

Ground Floor Plan Mt Barker Winery Page # a2 W.A.

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Reference Section 1/100

18e

18a 8510.65

11 950.25

3 600 3 600

top of parapet

3 600

3 600

3 600 1 200

1 200

top of parapet 185.540 top of WC 184.439

1 200

183.626

bottom of truss 183.675

top of WC

182.656

bottom of truss 181.157

top of concrete wall

178.116

retaining wall 174.200

FFL slab 171.100

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

1/100 Section Page #

Design Development/

Mt Barker Winery a3 W.A.

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3 a6

2

Section 1/50

1 2 3 4 5 6

1 5 a8

4 a7

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12

8 9 10 11 12 13 14 15

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Versiclad Spacemaker structural insulated panel parapet truss Danpalon polycarbonate panel system welded steel column 400WC303 universal steal beam 310UB40 reinforced concrete sandwich panel wall, 385mm to engineer’s specifications reinforced concrete slab, insulated air duct heating pipes, line drains trafficable concrete rigid base paving reinforced concrete retaining wall concrete strip footing Z purlin box gutter stormwater drainage system gravel ag drain

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6 a9

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2 a5

1 a5

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8 15 10

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

1/50 Section Page #

Design Development/

Mt Barker Winery a4 W.A.

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Footing Detail 1 1/10 a4

10 11 1 2 3 4 5 6

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13

7 8 9 10 11 12 13 14 15 16 17 18 19

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300mm reinforced concrete slab, polished finish insulated air duct heating pipe steel reinforcing to engineer’s specifications 20mm mild-steel plate welded to WC grout bedding space m20 holding down bolts to engineer’s specifications welded steel column 400WC303 steel reinforcing to engineer’s specifications 100mm external concrete wall 200mm internal reinforced concrete wall air-gap 75mm extruded polystyrene insulation Anticon 130 anti-condensation foil Thermomass connector, 400mm apart 5500x125x100 concrete pavers 30mm bitumous setting bed 100mm concrete slab compacted aggregate non-shrink grout bedding space insect repellent layer, EPS foam expanded styrofene 400mm dowel bar, slots into recessed pocket concrete strip footing slab thickening 150mm overlap, taped

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Column Base Plan Detail 2 1/20 a4

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welded steel column 400WC303 20mm mild steel plate welded to WC m20 holding down bolts to engineer’s specifications grout hole

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Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Footing Page #

Design Development/

Mt Barker Winery a5 W.A.

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Roof Edge Detail 3 1/10 a4

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parapet truss top chord 200x100x5 RHS Danpalon polycarbonate facade support 150x100x5 RHS Colorbond 2mm zincalume coping cap, 4mm steel rivets Danpalon polycarbonate facade pivot end top cap assembly, supporting Danpalon Multicell DP16 Polycarbonate panel 10mm mild-steel cleat, bolted to RHS Danpalon polycarbonate facade 100mm seamless connector parapet truss web member 50x50x5 SHS 8mm fibre cement board, screwed to RHS steel angle 150x100ua10, welded to WC parapet truss bottom chord 200x100x5 RHS stainless steel cable mesh 5mm mild-steel cleat, welded to WC welded steel column 400WC303 universal beam 310UB40, bolted to WC mild steel double angle web cleat 150x90x10 20mm steel plate, bolted to WC truss bottom chord 165CHS5, welded to steel plate truss web member 33CHS5, bolted to cleat 10mm mild-steel cleat, welded to truss top chord truss top chord 165CHS5, welded to steel plate 10mm mild steel cleat, welded to truss top chord Lysaght Superzed Z Purlin Z250-20H, bolted to cleat internal 2mm flashing with 150mm sealed overlap Foamex expanded polystyrene block Colorbond zincalume flashing TEK screw and washer at every rib external 2mm flashing trapezoidal profile, 150mm sealed overlap zincalume corrugated roofing sheet 37mm high trapezoidal profile Anticon 130 anti-condensation roof foil 75mm fire retardant EPS insulation 3mm galvanised steel ceiling

Primary Structure Exploded Perspective NTS

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15

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Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Roof Edge Page #

Design Development/

Mt Barker Winery a6 W.A.

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Change of Roof Pitch Detail 4 1/10 a4 14 1 2 3 4 5

3% fall

1

5 1% fall

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6 13 12

6 3

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7 8 9 10 11 12 13 14

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zincalume corrugated roofing sheet 37mm high trapezoidal profile, pan turned down Anticon 130 anti-condensation roof foil 75mm fire retardant EPS insulation 3mm galvanised steel ceiling 2mm zincalume transition flashing, pan turned up to full rib height Lysaght Superzed Z Purlin Z250-20H, bolted to cleat 10mm mild steel cleat, welded to truss top chord 10mm mild steel cleat, welded to truss top chord truss web member 33CHS5, bolted to cleat truss top chord 165CHS5, welded to steel plate in-line connection welded joint aesthetic flashing cap, screwed to SIP Foamex expanded polystyrene block TEK screw and washer at every rib

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Change of Roof Pitch Perspective NTS

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Design Development/

Roof Pitch Change Mt Barker Winery Page # a7 W.A.

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1

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Gutter Detail 5 1/10 a4

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Gutter Perpsective NTS

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Colorbond 2mm zincalume coping cap, 4mm steel rivets Danpalon polycarbonate facade support 150x100x5 RHS parapet truss top chord 200x100x5 RHS Danpalon polycarbonate facade pivot end top cap assembly Danpalon Multicell DP16 Polycarbonate panel Danpalon polycarbonate facade 100mm seamless connector 10mm mild-steel cleat, bolted to RHS 8mm fibre cement board, screwed to RHS parapet truss web member 50x50x5 SHS parapet truss bottom chord 200x100x5 RHS steel angle 150x100ua10. welded to WC adjustable hanging strap 600mm centre/centre, 20mm clearance from truss to allow for fall, supported by parapet truss and Z purlin stainless steel cable mesh 5mm mild-steel cleat, welded to WC zincalume box gutter 300x200 30mm insulated panel Lysaght Spandek corrugated sheet TEK screw and washer at every rib zincalume corrugated roofing sheet 37mm high trapezoidal profile, 50mm overlap and turndown over gutter Anticon 130 anti-condensation roof foil 75mm fire retardant EPS insulation 3mm galvanised steel ceiling Lysaght Superzed Z Purlin Z250-20H, bolted to cleat 10mm mild steel cleat, welded to truss top chord truss top chord 165CHS5, welded to steel plate 10mm mild steel cleat, welded to truss top chord truss web member 33CHS5, bolted to cleat truss bottom chord 165CHS5, welded to steel plate 20mm steel plate, bolted to WC welded steel column 400WC303 Lysaght zincalume downpipe round 75mm, saddle bracket fixings universal steel beam 310UB40, bolted to WC mild steel double angle web cleat 150x90x10 Stratco zincalume, rain head, tapered triangular 100mm zincalume downpipe, from box gutter sump to rainhead overflow provision stainless steel mesh leaf screen Colorbond Z flashing

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Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Gutter Page #

Design Development/

Mt Barker Winery a8 W.A.

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Facade Transition Detail 6 1/10 a4 1 2 3 4 5 1

6 7 8 9 10 11 12 13 14 15 16 17

2 3

Danpalon polycarbonate facade 100mm seamless connector Danpalon Multicell DP16 Polycarbonate panel Danpalon polycarbonate facade supporting structure Danpalon polycarbonate facade bottom support 150x100x5 RHS Danpalon polycarbonate facade pivot end bottom cap assembly, flashing, bolted to welded lug 5mm mild-steel plate, bolted to concrete 200mm internal reinforced concrete wall welded steel column 400WC303 20mm mild-steel plate, bolted to WC steel reinforcing to engineer’s specifications Thermomass connector, 400mm apart Anticon 130 anti-condensation foil extruded polystyrene insulation 100mm external concrete wall universal steel beam 310UB40, bolted to WC mild steel double angle web cleat 150x90x10 100mm zincalume downpipe 125x75x5 RHS, fixed with saddle brackets, recessed into concrete

Facade Connection Plan Detail 7 1/5 a4 17

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Danpalon polycarbonate facade 100mm seamless connector, wide connector DPS aluminium spacer Danpalon Multicell DP16 Polycarbonate panel Danpalon polycarbonate facade supporting structure 75 x 75 x 5 SHS, welded to plate 5mm mild steel plate bolted to WC universal steel column 400WC303 Danpalon polycarbonate facade bottom support 150x100x5 RHS universal steel beam 310UB40, bolted to WC mild steel double angle web cleat 150x90x10

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Recessed Downpipe Plan Detail 8 1/10 a4

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Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Design Development/

Facade Transition Mt Barker Winery Page # a9 W.A.

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17a

16a

18a

North Part Elevation 1/50 1 2 3 4 5

6 000

1 200

1 200

1 200

6 7

6 000

1 200

6600x1200 concrete tilt up sandwich panel, exposed aggregate finish zincalume flashing Danpalon Multicell DP16 polycarbonate panel, seamless connection, aqua colour, semitranslucent visible welded steel column 400WC303, painted aqua visible universal steel beam 310UB40, painted aqua galvanised steel truss members, 50x50x5 SHS steel diagonal bracing rod

1 200 top of parapet 185.540

2 top of WC 183.675

6 7

4 3 bottom of UB 179.980

5

top of concrete wall

178.116

2

1

FFL slab

171.100

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Design Development/

North Part Elevation Mt Barker Winery Page # a10 W.A.

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17e

16e

18e

South Part Elevation 1/50 1 2 3 4 5

6 000

1 200

1 200

1 200

6 7

6 000

1 200

1 200

6600x1200 concrete tilt up sandwich panel, exposed aggregate finish zincalume flashing Danpalon Multicell DP16 polycarbonate panel, seamless connection, aqua colour, semitranslucent visible welded steel column 400WC303, painted aqua visible universal steel beam 310UB40, painted aqua galvanised steel truss members, 50x50x5 SHS steel diagonal bracing rod Stratco zinaclume rainhead, triangular tapered 100mm zincalume downpipe 125x75x5 RHS, fixed with saddle brackets, recessed into concrete

top of parapet 183.626

2 6

top of rainhead 182.656

7

4

3

bottom of UB 179.980

5

7 top of concrete wall

178.116

2

1

FFL slab

171.100

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Design Development/

South Part Elevation Mt Barker Winery Page # a11 W.A.

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3D Sectional Perspective NTS *notes The building’s elevation was inspired by phasechange that occurs during wine production. Much like solid grapes are transformed into liquid wine, the elevation contrasts solid concrete with a translucent polycarbonate panel. The exterior aesthetic is very minimal, and the solid concrete and translucent polycarbonate panels act to disguise and obscure the internal steel structure. In contrast with the exterior, the internal space celebrates the steel structure, emphasising the industrial nature of the Tank Room. The trusses are painted aqua; a colour which can ‘create instant calm and gentle invigoration’, and thus create a good working-space which will result in better wine production.

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

3D Perspective Page #

Design Development/

Mt Barker Winery a12 W.A.

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3D Exploded Perspective NTS

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Design Development/

3D Ex. Perspective Mt Barker Winery Page # a13 W.A.

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Hydraulic Schematic NTS

23

Water Collection 1 2 3 4 23

land stormwater runoff connection water tanks roof water collection dam Fire Water System

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2x fire pump fire booster fire hydrant Irrigation Water Pressure Pump System

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Potable Water Pressure Pump System

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water pumps made filters vineyard irrigation system

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water pumps media filters micro-filtration UV treatment Winery Plant Water System

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Retail and Amenities Water System 15 24 25 18 19 20 21

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LPG storage tank water heating plant, large winery plant screen primary secondary tertiary solid disposal dripper feild

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LGP storage tank water heating plant (small) retail and amenities screen primary secondary tertiary *notes

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1 2 3

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no access to mains water/sewerage dam is located on site, lower land building requires 2x diesel fire pumps, 24 hour fire- rated pump room fire booster is located near main entrance fire hydrants suited to country fire brigade LPG storage tank has external truck access

Design Considerations The Hydraulic Infrastructure is placed behind two large walls on the extremities of the building which forms two ‘service corridors’. Firstly, this is aesthetically pleasing to have these services hidden from view. Secondly, some of the components are loud and would disrupt the experience of the winery. Lastly the distance from the pubic makes it safer and easier to service the infrastructure

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Schematics 1 Page #

Design Development/

Mt Barker Winery a14 W.A.

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Electrical Schematic NTS

Electrical Distribution 1 2 3 4 5 6 7

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4

*notes

7

access to mains power transformer distribution room switch room single phase power 3-phase power generator

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1 2

2 4

transformer steps down mains power to usable power generator is diesel powered

Design Considerations

3

Much like the Hydraulic Infrastructure, the Electrical Infrastructure was placed away from the public realm in the western ‘service corridor’. This is for aesthetic reasons, noise pollution mitigation, safety and ease-of-service. Furthermore, the generator and transformer is located within a louver-screen room, providing some security and aesthetic disguise as well as permitting natural ventilation.

1

Mechanical Schematic NTS

Air Heating/Cooling Distribution 1 2 3 4 5 6

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air intake chiller boiler air handling unit ducting fan cooling unit FCU

*notes 3

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1 2

6 5

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5 6

chiller is located in air chiller compound. all plant rooms are designed in accordance with the Australian Standards, and thus safety and maintenance space has been accounted for. duct work is exposed in industrial areas such as tank room but is hidden in the roof cavity in other areas. hot air is released to the environment through the cooling tower which sits above the chiller room. there is a secondary extraction system that extracts the excess co2 from the wine-making areas. toilets and loading dock area are also mechanically ventilated. Design Considerations All rooms requiring air-con are situated in close proximity to eachother, maximising the efficiency of the system.

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Schematics 2 Page #

Design Development/

Mt Barker Winery a15 W.A.

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Appendix Box Gutter cross-sectional area calculation Design of Box gutter is in accordance with AS3500.3.2:1998, National Plumbing and Drainage, (Part 3.2: Stormwater Drainage Acceptable Solutions). According to Figure E1 (Location of Areas) from the B.O.M, Mt Barker falls under ‘Area 6’. According to Figure E13, Area 6 - Rainfall Intensities (mm/h) for an ARI of 100 years, Mt Barker has a Design Rainfall Intensity of 210mm/h

~250mm/h (round up)

According to Lysaght Referee Table C - Gutter sizes for various rainfall intensities and roof catchment areas per downpipe/ Roof Length

11.15 + 9.07

20.22m Putting 1x downpipe at every WC, ie every 6m/ Therefore, roof catchment area per downpipe 6 x 20.22 121.12m2 ~200m2 (round up) According to Table, desired cross section area 33 590mm2 Standard size 300 x 200 60 000m2 60 000 > 33 590, therefore can use standard size

Date/ Client/ Designed/ Class/

May 2014 Marco Vittino Mitchell Cook ARCT 3030

Drawing/

Design Development/

Appendix Page #

a16

Mt Barker Winery W.A.

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