Bastyan Walkway Study

Bastyan Walkway Yucheng Dai

Bastyan Walkway has been named after Sir Edric Bastyan (1903-80). A glazed pedestrian bridge with an elaborate double glazing system reconnects the Spence Wing of the State Library to the Mortlock Wing after the State Library redevelopment in 2002.

Exterior

Interior

Drawing list

A101 A102 A103 A104 A105

Elevation & 3D Section A & B Section Detail 1-2 Section Detail 3-4 Overall Systems

1:100 1:20 1:5 1:5 –

Structural 3D View

1 A102

A

B

Roof Level 7050 1st Ceiling Level 6395

First Floor Level 3725 Ceiling Level 2815

Ground Level

Exploded 3D view

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Elevation 1 : 100

CONSTRUCTION III 2019

PROJECT TITLE Revit Detail Study STUDENT NO.

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Elevation & 3D

DRAWING NUMBER

A101

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2 1 32mm CORRUGATED ROOF PANEL WITH METAL SHEET

BOX GUTTER 300×150mm

A102

Roof Level

75×50mm RHS STEEL RAFTER SUPPORTING PURLIN

7050

100×50mm Z PURLIN SUPPORTING ROOF PANEL

200×75mm PFC BEAM BOLTED TO SHS COLUMN

INSULATED ROUND FLEXIBLE DUCT 200mmØ

50mm FIBERGLASS INSULATION

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32mm CORRUGATED ROOF PANEL WITH METAL SHEET SUPPORTED

BY Z PURLIN SECTION

A104 Roof Level 7050

142×60mm Z PURLIN FIXED VIA SUPPORTING STRUCTURE 200×75mm PFC BEAM BOLTED TO SHS COLUMN

12mm STRUCTURAL DOUBLE GLAZING 1705×3850mm

1st Ceiling Level 1st Ceiling Level

6395

6395

VAV TERMINAL UNIT WITH 2 SPIGOT

LINEAR SLOT DIFFUSER ROUND STAINLESS STEEL BALUSTRADE 50mmØ WELDED TO HANDRAIL

13mm PLASTERBOARD SUSPENDED CEILING APPLIED RONDO KEY-LOCK SYSTEM

INSULATED ROUND FLEXIBLE DUCT 200mmØ

CEILING RECESSED LIGHT FIXED TO SUSPENDED CEILING SYSTEM

AIR CONDITIONING LINEAR SLOT DIFFUSER

PRIMARY STRUCTURAL 250×250mm STEEL SHS COLUMN WITH 900mmØ DOWNPIPE INSIDE

ROUND STAINLESS STEEL BALUSTRADE 50mmØ

12mm STRUCTURAL DOUBLE GLAZING FIXED VIA GLASS SILICONE SEALANT

STAINLESS STEEL ROUND GLASS CLAMP 50Ø FIXED TO GLAZING VIA WELDED TO BALUSTRADE

PRIMARY STRUCTURAL 250×250mm STEEL SHS COLUMN 13mm LAMINATED HARDWOOD FLOORING

150mm REINFORCED CONCRETE SLAB SUPPORTED BY STRUCTURAL BONDEK

19mm PLYWOOD FLOORBOARDS WITH ACOUSTIC UNDERLAY

70×20mm STEEL SKIRTING WELDED TO SHS COLUMN

First Floor Level

135×50mm ALUMINIUM SKIRTING FIXED TO FLOOR FINISH

3725

PRIMARY STRUCTURAL UNIVERSAL BEAM 304×165mm

STRUCTURAL BONDEK SUPPORTING CONCRETE SLAB

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PRIMARY STRUCTURAL STEEL 304×165mm UNIVERSAL BEAM

A103

202×133mm UNIVERSAL BEAM BOLTED TO PRIMARY STRUCTURE

RONDO 129 28mm FURRING CHANNEL

RONDO 122 SUSPENSION ROD CONNECTED WITH RONDO 127 TOP CROSS RAIL

Ceiling Level

STAINLESS STEEL BAR CONNECTION 20mmØ WELDED TO BALUSTRADE 150mm REINFORCED CONCRETE SLAB

WHITE PAINTED FINISH

19mm PLYWOOD FLOORBOARDS WITH ACOUSTIC UNDERLAY

13mm LAMINATE FINISH HARDWOOD FLOORING

ALUMINUM SKIRTING 135×50mm ATTACHED TO HARDWOOD FLOORING

First Floor Level 3725

304×165mm 310UB40 STRUCTURAL UNIVERSAL BEAM

PRIMARY STRUCTURAL STEEL 304×165mm UNIVERSAL BEAM

1 A103

127 RONDO 25mm TOP CROSS RAIL 0.75bmt

RONDO 122 SUSPENSION ROD 202×133mm UNIVERSAL BEAM BOLTED TO PRIMARY STRUCTURE

Ceiling Level 2815

2815

ALUCOBOND SUSPENDED CLADDING

PRIMARY STRUCTURAL STEEL 304×165mm UNIVERSAL BEAM

RONDO 127 25mm TOP CROSS RAIL

4mm ALUCOBOND SUSPENDED CLADDING

RONDO 140 FURRING CHANNEL TRACK

129 RONDO 28mm FURRING CHANNEL

AUS BRICK PAVING

AUS BRICK PAVING Ground Level

Ground Level

0

30mm BEDDING SAND

0

30mm BEDDING SAND

EARTH

50mm COMPACTED GRAVEL AND QUARRY QUBBLE

Section A

COLUMN SLEEVE BOLTED TO SHS STRUCTURAL COLUMN

90° CAST PVC OFFSET

PAD FOUNDATION TO ENGINEERS SPECIFICATIONS

EARTH

1 : 20

50mm COMPACTED GRAVEL AND QUARRY RUBBLE

1

Section B

A104

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CONSTRUCTION III 2019

PROJECT TITLE Revit Detail Study STUDENT NO.

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DRAWING TITLE

Section A & B

DRAWING NUMBER

A102

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A ROUND STAINLESS STEEL BALUSTRADE 50Ø 304 GRADE BOLTED TO REINFORCED CONCRETE SLAB ROUND STAINLESS STEEL BALUSTRADE 50mmØ THROUGH ALUMINIUM SKIRTING

135×50mm ALUMINIUM TRIM ANGLE SKIRTING GLUED TO LAMINATE FINISH FLOORING

1 A102

PRIMARY STRUCTURAL SHS COLUMN 250×250mm 16mm THICK APPLIED A WHITE LOW GLOSS ALKYD PAINT

First Floor Level 3725

150mm REINFORCED CONCRETE SLAB SERVED AS SUBSTRATE TO SUPPORT PLYWOOD FLOORBOARDS

M12×100mm GALVANISED 30mm THREADED ANCHOR BOLT

3mm REGUPOL ACOUSTIC UNDERLAY SITS ON REINFORCED CONCRETE SLAB

70×20mm STEEL SKIRTING WELDED TO SQUARE HOLLOW SECTION COLUMN

First Floor Level

152×177mm SCREED ANGLE 12 GAUGE WELDED TO STRUCTURAL STEEL BEAM

135×50mm ALUMINIUM ANGLE SKIRTING GLUED TO LAMINATE FINISH FLOORING

3725

1mm THICK STRUCTURAL LYSAGHT BONDEK SUPPORTS REINFORCED CONCRETE SLAB

13mm OAK HARDWOOD LAMINATE FINISH FLOORING NAILED TO 19mm PLYWOOD FLOORBOARDS

13mm OAK HARDWOOD FLOORING IN LAMINATE FINISH NAILED TO 19mm PLYWOOD FLOORBOARDS

12mm STRUCTURAL BOUBLE GLAZING CONSISTS OF TWO 6mm CLEAR FLOAT GLASS PANELS WITH PVB ACOUSTIC INTERLAYER

STAINLESS STEEL ROUND GLASS CLAMP 50mmØ FIXED TO GLASS PANEL AND WELDED TO STRUCTURAL BEAM

150mm REINFORCED CONCRETE SLAB SUPPORTS PLYWOOD FLOORBOARDS

M16 GALVANISED HEX HEAD BOLT SCREWED TO 210mm ANGLE STEEL CLEAT

1mm THICK STRUCTURAL LYSAGHT BONDEK SUPPORTS REINFORCED CONCRETE SLAB

PRIMARY STRUCTURAL STEEL BEAM 304×165mm 310UB40 FIXED VIA STEEL CLEAT WITH HEX HEAD BOLTS

PRIMARY STRUCTURAL UNIVERSAL BEAM 304×165mm 310UB40 BOLTED TO SHS COLUMN PRIMARY STRUCTURAL UNIVERSAL BEAM304×165mm BOLTED TO SHS COLUMN VIA 210×100×100mm STEEL ANGLE CLEAT

CEILING SUSPENSION BON-NUT TO SUSPENDED CEILING AND FIXES TO SUSPENSION ROD

M16 GALVANISED HEX HEAD BOLT SCREWED TO 210mm ANGLE CLEAT

RONDO 122 SUSPENSION THREADED ROD 5.3mmØ SOFT GALVANISED

PRIMARY STRUCTURAL 304×165mm 310UB40 UNIVERSAL BEAM FIXES TO STRUCTURAL GLAZING VIA ROUND GLASS CLAMP AND CONNECTS 310UB VIA 210mm ANGLE STEEL CLEAT

RONDO 272 JOINER AGAINST GLASS PANELS FOR STRUCTURAL STABILITY

75×75mm EQUAL ANGLE BOLTED TO SHS COLUMN AND PRIMARY STRUCTURAL BEAM

4mm ALUMINIUM SUSPENDED CLADDING SYSTEM ALUCOBOND PLUS

RONDO KEY-LOCK SUSPENDED CEILING SYSTEM 28mm RONDO 129 FURRING CHANNEL FIXED TO RONDO 127 25mm TOP CROSS RAIL VIA RONDO 139 LOCKING KEY

Section Detail 1

Section Detail 2

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1:5

CONSTRUCTION III 2019

PROJECT TITLE Revit Detail Study STUDENT NO.

a1700892

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12/05/2019 3:38:46 PM

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DRAWING TITLE

Section Details 1-2

DRAWING NUMBER

A103

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TURN DOWN PAN APPROX 20° WITH 0.42mm HI-TENSILE COLORBOND METAL SHEET

50mm FIBERGLASS INSULATION UNDERNEATH ROOFING PANEL

PRIMARY STRUCTURAL COLUMN 16mm THICK SQUARE HOLLOW SECTION 250×250mm APPLIED A WHITE LOW GLOSS ALKYD PAINT

Ground Level 0

STANDARD 30mm M12 LYSAGHT PURLIN BOLT 4.6 GRADE SCREWED VIA ANGLE CLEAT

Roof Level

STANDARD AUS CLAY BRICK PAVING 110×230×76mm LAID TO BEDDING SAND

7050

75×50×3mm RHS STEEL RAFTER WELDED TO SUPPORTING 100×50×3mm RHS STUD

30mm BEDDING SAND COMPOSITED BY COARSE WASHED RIVER SAND

100×50mm Z PURLIN SUPPORTS ROOF PANELS AND BOLTED TO STEEL ANGLE CLEAT

50mm COMPACTED GRAVEL AND QUARRY RUBBLE UNDERNEATH BEDDING SAND STAINLESS STEEL ANCHORED SHS COLUMN SLEEVE WELDED TO 15mm BASEPLATE

RONDO 121 SUSPENSION ROD SUSPENDED TO RONDO 274 SUSPENSION BRACKETS AND FIXED TO RONDO 2534 SUSPENSION CLIP APPIED RONDO KEY-LOCK SYSTEM

M16 GALVANISED HEX HEAD TIGHTENING BOLT NUT 25mmØ BOLTED TO SHS COLUMN SLEEVE

M12 GALVANISED HEX HEAD BOLT SCREWED TO STEEL ANGLE CLEAT

900mm ROUND STRATCO DOWNPIPE WITHIN SHS COLUMN

300×150mm BOX GUTTER SITS ON INSULATED SUPPORTING BRACKET

200×75mm PFC BEAM BOLTED TO STRUCTURAL SHS COLUMN PRIMARY STRUCTURAL SHS COLUMN 16mm THICK 250×250mm

200mm M16 GALVANISED THREAD ANCHOR BOLT WITH M16 GALVANISED HEX HEAD TIGHTENING BOLT NUT 15mm BASEPLATE BOLTED TO STRUCTURAL SHS COLUMN AND PAD FOUNDATION

90° CAST PVC OFFSET FIXED TO BASEPLATE LEADING RAINWATER TO THE UNDERGROUND DRAINAGE SYSTEM

900mmØ RAINWATER DOWNPIPE WITHIN SHS COLUMN

PAD FOUNDATION TO ENGINEERS SPECIFICATION

AIR CONDITIONING LINEAR SLOT DIFFUSER FIXED TO THE SUSPENDED CEILING

INSULATED ROUND FLEXIBLE DUCT 200mmØ ASSEMBLES UNDERNEATH 200×75mm PFC BEAM

EARTH

RONDO 129 28mm FURRING CHANNEL FIXED TO RONDO 25mm TOP CROSS RAIL VIA 139 LOCKING KEY 1st Ceiling Level 6395

13mm PLASTERBOARD SUSPENDED CEILING APPLIED RONDO KEY-LOCK SYSTEM

Section Detail 3

Section Detail 4

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CONSTRUCTION III 2019

PROJECT TITLE Revit Detail Study STUDENT NO.

a1700892

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12/05/2019 3:38:49 PM

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DRAWING TITLE

Section Details 3-4

DRAWING NUMBER

A104

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Stuctural system

CONSTRUCTION III 2019

Architectural system

PROJECT TITLE Revit Detail Study STUDENT NO.

a1700892

DATE:

12/05/2019 3:39:17 PM

SCALE:

Service system

DRAWING TITLE

Overall Systems

DRAWING NUMBER

A105

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