Contents
Selected Section and Overview Building section Footing Construction Detail Footing Construction Detail Plan Grand Stand Seating to Wall Mount Construction Detail A4 Grand Stand Seating to Floor plate footing Construction detail Ceiling and Roof construction detail A5 A6 Sawtooth Roof segment Cross section Construction Detail West Facade part Elevation 3 East Facade part Elevation 4 Hydraulic Services Schematic 5 Mechanical Services Schematic 6 Electrical Services Schematic 7 1 2 A1 A2 A3
Class_
ARCT3030
"The Lightbox"
Tutor_
Kate Sloss
Perth Basketball Arena
Date_
May 15
Construction_ Detail Development
Designer_
C. Anderson
21293912
Chosen Section Perspective View
1:500 Chosen Section Plan
1:500 Illustrative Sections Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
Drawing_
"The Lightbox" Perth Basketball Arena
Chosen Section 1
Drawing #
Construction_ Detail Development
21293912
A5 A6
A3 A3i A4
A4A4i
A1 A2 Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
Drawing_
"The Lightbox" Perth Basketball Arena
Building Section 2
Drawing #
Construction_ Detail Development
21293912
1 2 3
4
5
6 7 7 8 9 10 11 12 13
A1i
14 15 16 17 18 19 20 2 21 22
Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
"The Lightbox"
Drawing_
Perth Basketball Arena
Collumn Footing
Construction_ Detail Development Revision #
A1
21293912
Drawing_
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5
16 17 18 19 20 21 22
A1 Scale_ 1:10
Danpalon Seamless Opal DP30 Honey -Comb 900x45x16500 Danpatherm Layer See 1 193.7x10.0 CHS 350L0 Welded Joint 193.7x10.0 CHS 350L0 3mm Cold Folded Steel Bracket (see NUMBER) 3mm Cold Folded Steel Blade Box Construction 75mm Self Tapping Galvanized Screw 135mm Self Tapping Gallivanted Screw Danpalon Seamless Opal DP30 HoneyComb 900x45x60000 Midland Brick Heavy Duty ‘Golden Dune’ 230x114x60 Thickened edge Reinforced Concrete Slab 400 at Thickened point Reinforcing Steel bar 900mm Spacing 50mm Galvanized steel plate with columns welded to base Welded CHS to Plate Joint 340mm Galvanized Base Plate Anchor Bolt Danpalon Footing Holder and Sealer (see DETAIL) 1mm Waterproofing Membrane 50mm Compacted Sand course base to absorb excess moisture 100mm Crushed Gravel course Earth Drawing_
1
2 3 4 5
A1i 1:5 Danpalon Floor Stabilizer
A1i Scale_ 1:5
Danpalon Seamless Opal DP30 Honey -Comb 900x45x16500 sandwich with danpatherm layer between Anti Vibration rubber matting placed between 5mm steel bracket U section and danpalon 75mm Self Tapping Galvanized Screw 75mm Self Tapping Galvanized Screw Welded 5mm Galvinised steel mounted to bracket used to fasten stabilizer to ground
A2i
1
2
3
4
5
6
A2ii
7
8
Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
"The Lightbox"
Drawing_
Collumn Footing Plan
Perth Basketball Arena
Construction_ Detail Development Revision #
A2
21293912
Drawing_
1 2 3 4 5 6
7 1
8
2
A2 Scale_ 1:10
Danpalon Seamless Opal DP30 Honey -Comb 900x45x16500 Danpalon Seamless Connector creating Danpatherm later see detail REF 193.7x10.0 CHS 350L0 with welded joints 193.7x10.0 CHS 350L0 with welded joints 193.7x10.0 CHS 350L0 with welded joints 340mm Galvanized Base Plate Anchor Bolt attached to welded 50 x 1400x1400 collumn base plate 3mm Cold Folded Steel Blade Box Construction-attached via connecting bracket seen in detail REF Danpalon Seamless Opal DP30 Honeycomb 900x45x60000
3 Drawing_
4
1 5
2
3 4
5
1 2 3 4 5 6 7
A2ii 1:5 Facade Mounting System
Danpalon Seamless Opal DP30 Honey -Comb 900x45x16500 sandwich with danpatherm layer between Danpalon Seamless Connector Constructed from aluminium and ues teeth to grip and pull danpalon layer together Welded Connection Point to stabiliser in A1i Stabilised brackets seen in A1i , Danpalon Connector welded to the bade of this as per Danpalon specification Danpatherm Layer
Drawing_
2
1
3
6
4
5
7
A2i 1:5 Danpalon Seamless Connector
A2i Scale_ 1:5
A2ii Scale_ 1:5
Welded joint to baseplate seen in A2 193.7x10.0 CHS 350L0 with welded joints 5 mm curved galivinised steel plate shaped to wrap around CHS 193.7 75mm Self Tapping Galvanized Screw Anti Vibration rubber matting placed between Blade holder Adapted 5mm Steel plate U section bracket 3mm Box section facade system holder connected to the external danpalon blades and the primary structure of the building via a2ii connector
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
19 20 21
Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
"The Lightbox" Stands to Wall Perth Basketball Arena Intersection Construction_ Detail Development A3 21293912 Revision #
Drawing_
Drawing_
1 2 3 4 5 6 7 8 9 10
1
12 13
3
2
11
14 15 16
17 18 19 20 21
Danpalon Seamless Opal DP30 Honey -Comb 900x45x16500 Danpatherm Layer See 1 193.7x10.0 CHS 350L0 193.7x10.0 CHS 350L0 3mm Cold Folded Steel Bracket (see NUMBER) 3mm Cold Folded Steel Blade Box Construction 75mm Self Tapping Galvanized Screw 135mm Self Tapping Gallivanted Screw Danpalon Seamless Opal DP30 HoneyComb 900x45x60000 350LO Galvinised steel frame mounting bracket, welded to cross braces of overall frame 273.1 x 5.0 CHS 350LO Frame Cross brace Modified Universal beam, 50mm Thick steel segments welded at 650 high overall with a width of 500 25mm Steel grate to prevent objects being dropped down gap (not seen in plan view due cut) Modified Universal beam supports seating stands throughout arena 20mmx80mm heavy duty Wood paneling coated with light layer of white heavy duty paint allowing wood grain to still be seen 20mm SHS Box frame supporting seaing and floors of stands Welded joints used throghout box frame under seats RHS 230x100x20 350LO Steel for bracing under side of seat cladding, welded to underside of Universal beam 75mm Self Tapping Galvanized Screw
Drawing_
1 2 3
A3i 1:50 Seating to Structure Intersection Plan
A3 Scale_ 1:10
A3i Scale_ 1:50
273.1x5.0 CHS 350 LO Cross bracing bracket connected to primary frame via welded joints Altered Universal beam depicted in A3 . spaced 3 per cross brace as depicted Blade box section spacing 2 per column
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12
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4 5
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1
17
A4i
"The Lightbox" Stands to Foundation Perth Basketball Arena Join Construction_ Detail Development May 15 C. Anderson Revision # A4 21293912
Class_
ARCT3030
Tutor_
Kate Sloss
Date_ Designer_
Drawing_
8
7
6
5
4
3
1
2
Drawing_
A4 Scale_ 1:10
1 20mmx80mm heavy duty Wood paneling coated with light layer of white heavy duty paint allowing wood grain to still be seen 2 Fastening screw locations using self tapping galvanized screws 3 20mm SHS Box frame supporting seating and floors of stands 4 Cross bracing member 10mm CHS bracing end of step and overall box frame 5 10mm U section Cross bracing for box from Welded into place 6 Base of box frame welded to supporting beam 7 Modified universal beam cut diagonally and welded to primary under seat Universal beam to provide a level support for box frames 8 Cross bracing member 10mm CHS 350lo bracing end of step and overall box frame 9 Bracing member 10mm CHS 350lo bracing verical of step 10 Cross bracing member 10mm CHS 350lo bracing end of step 11 Modified Universal beam, 50mm Thick steel segments welded at 650 high overall with a width of 500 12 Cross bracing member 10mm CHS 350lo bracing end of step 13 Welded joint of Primary universal beam to 50mm Steel base plate 14 50mm Galvanized steel plate 15Thickened edge Reinforced Concrete Slab 700 at Thickened point 16 Crushed Gravel course 17 340mm Galvanized Base Plate Anchor Bolt 18Modified universal beam horizontal supprot welded join to base plate 19 Sprung Floor see A4i
Drawing_
1
2 3 4 5 6 7 8
A4i 1:5 Sprung Floor Detail
A4i Scale_ 1:5
Sprung floor pads spaced every floor bored absorbs vibrations and creates a degree of bounce for basketball court FIBA approved wooden basketball planks for court and run off Reinforced concrete slab 200m thickness Water proof membrane Compacted sand course base Crushed gravel course Earth Reinforcing Steel bar 900mm Spacing
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4
3
2
1
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12
11
10
Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
"The Lightbox" Roof & Ceiling Perth Basketball Arena Section Construction_ Detail Development A5 21293912 Revision #
Drawing_
Drawing_
A5 Scale_ 1:10
1 Makarlon Opal Triple 16mm Glassteel 2 Galvinised Steel Plate Roof mounting bracket 3 Vibration absorbing rubber 4 Roof mounting bracket L Section see A6 5 75mm Self Tapping Galvanized Screw 6 50x50 SHS 350lo Steel Roof substructure frame 7 Large Spine frame 508x 10.0 CHS 8 75mm Self Tapping Galvanized Screw 9 Welded CHS joints 10 Danpalon Seamless Opal DP30 Honey Comb Angled segments 11 Danpalon Seamless Opal DP30 Honey -Comb Sectional cut 12 Welded CHS joint 13 75mm Self Tapping Galvanized Screw 14 Anti Vibration absorbing rubber inside danpalon monting bracket 15 Steel mounting bracket angled view 16 Danpalon Seamless Opal DP30 Honey Comb Angled segments 17 Steel mounting bracket 18 Steel mounting bracket angled view 19 193.7x10 CHS Steel 350lo
Drawing_
Gutter Detail view for reference to A5 see A6 for details
A5i 1:5 Gutter Sawtooth roof system
Drawing_
1
3
2 4
2
3
5
1
A5ii 1:5 Danpalon ceiling mounting system
A5i Scale_ 1:5
A5ii Scale_ 1:5
Danpalon Seamless Opal DP30 Honey -Comb Sectional cut 2 Vibration absorbing rubber 3 75mm Self Tapping Galvanized Screw 4 Welded 5mm Galvanized steel mounted to bracket used to fasten stabilizer to Ceiling 5 Steel mounting bracket angled view
20 19 3
17
A6i A6ii 18
3
2
4
5
6
1
21
14
16
15 13
11 22
12
7 8 9 10
Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
"The Lightbox" Roof & Ceiling Perth Basketball Arena X Section Construction_ Detail Development A6 21293912 Revision #
Drawing_
Drawing_
A6i 1:5 Winter Solstice hinge angle
A6 Scale_ 1:10
1 260mmx165mm Cold rolled Box gutter angled at .5 degrees easterly using funneled hydraulic pressure to force water out 2 Vibration absorbing rubber 3 Makarlon Opal Triple 16mm Glassteel 4 50x50 SHS 350lo sawtooth substructure frame 5 75mm Self Tapping Galvanized Screw 6 55mm SHS 350lo Welded to Sawtooth SHS 7 75mm Self Tapping Galvanized Screw 8 L Section hot rolled steel 5mm 350lo 9 RHS 60xmm240mm 550lo Welded to upper and lower brace 10 Galvanized Steel Plate Roof mounting bracket with counter sunk screw holes and anti vibration rubber base 11 1600x840x16 Corrugated iron under roof channels excess water too gutter 75mm Self Tapping Galvanized Screw 12 13 50x50 SHS 350lo sawtooth substructure frame 14 Electric Screw motor to drive solar panel angling, connected to primary IT room 15 Threaded steel rod with hinged plate attached at end 16 Solar pannel mounting bracket with slider rail to allow angle movement 5mm Steel Hinge 17 245w Bosch Solar Module c-Si M 60 EU42117 18 990x 1660 connected in a bank 60000 long 19 Makralon mounting bracket 20 50x50 SHS 350lo sawtooth substructure frame with attached 3mm Cold rolled steel waterproofing cap
Drawing_
A3i Scale_ 1:5
Solar panel hinge mechanism movement detail at winter angle solstice angle of 33 degree
Drawing_
A6ii 1:5 Summer Solstice hinge angle
A3ii Scale_ 1:5
Solar pannel hinge mechanism movement detail at summer angle solstice angle of 80 degrees
Drawing_
A3iii Scale_ 1:50
Screw mechanism illustration
A6iii 1:50 Screw Angle system illustration
Designer_
Date_
Tutor_
Class_
C. Anderson
May 15
Kate Sloss
ARCT3030
Drawing_
21293912
Construction_ Detail Development
Perth Basketball Arena
"The Lightbox"
West View !;50 Danpalon louvered cladding
Facade Elevation 3 Drawing #
Date_
Tutor_
Class_
C. Anderson
May 15
Kate Sloss
ARCT3030
Facade Elevation 3 Drawing #
Drawing_
East View 1:50
Designer_
"The Lightbox" Perth Basketball Arena Construction_ Detail Development
21293912
Rainwater Collection Guttering
Emergency ReserveFire Tanks Emergency Pump Room Too Internal Hydrant
City Water Intake
Sewerage outlet
Storm Water Tanks
1:500 Services Schematic
Boiler room located next to chiller room to utilize excess heat
City Water Intake
Sewerage outlet
City Water meter
1:1000 Services Schematic
Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
Drawing_
"The Lightbox" Perth Basketball Arena
Hydraulic Services 5
Drawing #
Construction_ Detail Development
21293912
To Cooling Tower From Cooling Tower
Underseat Ducting
To Chiller From Chiller Air Handling Unit Hot Air extracted from upper seat levels
To Cooling Tower From Cooling Tower
Cooling tower
Chiller Room
Chiller Room
To Chiller Underseat Ducting
From AHU From Chiller To AHU Air Handling Unit Hot Air extracted from upper seat levels
1:500 Services Schematic
1:1000 Services Schematic
Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
Drawing_
"The Lightbox" Perth Basketball Arena
Mechanical Services 6 Drawing #
Construction_ Detail Development
21293912
To East Side Switch Room Solar pannel electrical collection circut & Motor Control Circut
To West side switch room
Lighting Circut
Electrical Substation
Services Circut Stadium lighting circut
To Mains power
Services Circut
1:1000 Services Schematic
1:500 Services Schematic
Switch Room
Switch Room
To Main Circut Distribution Board To Solar pannels roof Inverter Room Telecommunications room ICT room
Lighting Circut Services Circut
To Main Circut Distribution Board To Solar pannels roof Inverter Room Telecommunications room ICT room
Lighting Circut Services Circut
1:500 Services Schematic
Class_
ARCT3030
Tutor_
Kate Sloss
Date_
May 15
Designer_
C. Anderson
Drawing_
"The Lightbox" Perth Basketball Arena
Electrical Services 7
Drawing #
Construction_ Detail Development
21293912