260
25
246
310
260
190
35
190
G James Clear + Low E Double Glazed 2000x1500 Panels (3mm Glazing, 19mm Air Cavity, 3mm Glazing) Steel L Shape Cleat Anchoring Vision Control Vertical Mullion into the Concrete Slab Vision Control Horizontal Aluminium Mullion - 190x63.5 Bottom Plate Continuous Thermal Break
25
Aluminium Skirting Board Vapour Barrier 310x305 Exposed Steel I Beam Column Polished Concrete Floor Finish
250
190
35
190
90
645
4000x2000 6mm Alucobond Sheeting (0.5mm Aluminium Sheet, 5mm Polyethylene Core, 0.5mm Aluminium Sheet) 64
4000x2000 6mm Alucobond Sheeting (0.5mm Aluminium Sheet, 5mm Polyethylene Core, 0.5mm Aluminium Sheet)
Suspended Cassette Connection for Alucobond Sheeting with Bolt
Level 2
1500
V Vision Control Horizontal Aluminium Mullion - 190x63.5 @ 2000 centres 1436
2000
1936
335
G James Clear + Low E Double Glazed 2000x1500 Panels (3mm Glazing, 19mm Air Cavity, 3mm Glazing)
Vision Control Vertical Aluminium Mullion - 190x63.5 @ 1500 centres
Suspended Cassette Connection for Alucobond Sheeting with Bolt
24000
Extent of Roof Structure Above Steel L Shape Cleats joining Steel I Beam Column to Horizontal Steel C Section
V Vision Control Vertical Aluminium Mullion - 190x63.5
Steel L Shape Cleat joining Steel C Section with Horizontal Aluminium Mullion Bottom Edge of Alucobond Sheeting with Suspended Cassette Connection and Bolt
64
260
46
430
260
310
46
140
150
900
190
246
55
Detail Section 2.3 1 : 10
25
Spandrel Panel 165mm Insulation Core Girder - 300x150 Steel I Beam 90x45 Steel C Section welded to Horizontal Steel Structural C Section in Prefabrication @ 450 centres 260x140 Steel C Section, Major Horizontal Structural Member for Facade, Connection between Steel I Beam Column and Aluminium Mullions for Glazed Curtain Wall Steel L Shape Cleats joining Steel I Beam Column to Horizontal Steel C Section Suspended Cassette Connection with Bolts @ 250mm centres Vision Control Horizontal V Aluminium Mullion - 190x63.5 @ 2000 centres Vision Control Vertical V Aluminium Mullion - 190x63.5 @ 1500 centres 4000x2000 6mm Alucobond Sheeting (0.5mm Aluminium Sheet, 5mm Polyethylene Core, 0.5mm Aluminium Sheet)
12mm Plasterboard Ceiling 15mm Cross Furring Channels tied to Main Channels 20mm Main Runner Channels @ 1000 centres 3mm Hanger Wire 135x75 Steel I Beam @ 2000 centres
3
Anodized Aluminium Flashing with Waterproof Membrane 90x45 Steel SHS Top Plate 90x50 Steel C Section @ 450mm centres 64
75mm Rigid Foam Thermal Concrete Insulation Core 50mm Cast In-situ Concrete Roof Slab Anodized Aluminium Roof Sheeting - 3 Degree Fall with Waterproof Roofing Membrane 50mm Steel Ribbed Roof Decking - Acts as Reinforcement and Formwork for Cast In-situ Concrete Slab
120
140
Side Edge of Alucobond Sheeting with Suspended Cassette Connection and Bolt
64
L Shape Cleat Supporting Box Gutter to Concrete Slab and Steel C Section Anodized Aluminium Roof Gutter with 5 Degree Fall Corrugated Iron Sheeting Formwork for 250mm Box Gutter 75mm Drainage Pipe @ 16000 centres
Vision Control Exterior Snap-on Cover
2000
1936
Concrete Casing for Steel I Beam Connection with Concrete Pad Footing 610x610 Steel Bottom Plate Welded to Steel I Beam Column in Prefabrication Bolted into Concrete Pad Footing with Anchor Bolts
100
310x305 Exposed Steel I Beam Column @ 5500 centres
1 A10
Vision Control Vertical Aluminium Mullion - 190x63.5 @ 1500 centres
50mm Grout Pad
600
Steel L Shape Cleat joining Steel C Section with Horizontal Aluminium Mullion 1500
G James Clear + Low E Double Glazed 2000x1500 Panels (3mm Glazing, 19mm Air Cavity, 3mm Glazing)
Reinforced Concrete Slab Edge @ Ground Level
310x305 Exposed Steel I Beam Column
Vision Control Exterior Snap-on Cover
Synthetic Rubber Compression Gasket
Aluminium Setting Block
150
Steel Anchor Bolts S
310
64
Continuous Thermal Break
1310 200
1
Detail Section 2.1 1 : 10
910 310
190
150
150
60
2
Sheet Name:
Vertical Fins Facade Details
Project Name:
GPW1
Client Name:
30 123
162 285
128
60
188
4
1 : 10
190
188
53
Detail Section 2.2
140
603
Aluminium Setting Block
200
120 248
Vision Control Exterior Snap-on Cover
150
Steel Bolt Connecting Steel C Section to Aluminium Vertical Mullion
Continuous Thermal Break
1310x1310 Reinforced Concrete Pad Footing
150
260x140 Steel C Section, Major Horizontal Structural Member for Facade, Connection between Steel I Beam Column and Aluminium Mullions for Glazed Curtain Wall
Synthetic Rubber Compression Gasket 64
305
150mm Compacted Sand Pad Layer
340
250
150
455
Cast In-situ Reinforced Concrete Slab Thickened Around Edge Waterproof Membrane
50 40
1395
260x140 Steel C Section, Major Horizontal Structural Member for Facade, Connection between Steel I Beam Column and Aluminium Mullions for Glazed Curtain Wall
Steel Anchor Bolt
1436
Waterproof Membrane
Steel L Shape Cleats joining Steel I Beam Column to Horizontal Steel C Section
190
V Vision Control Horizontal Aluminium Mullion - 190x63.5
Anodized Aluminium Flashing
305
45mm Insulation Core
Plan Detail 1 : 10
University of
Sheet number: Date: Drawn by: Checked by:
A114 ARCH3220 28/10/2010 TECHNICAL DRAWINGS BRENNAN COOPER Architectural DESIGN WORKBNC USING REVIT Technology 5 TEAM