D1
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INTD 3001 Project Realisation
DRAWN BY
Jennifer Fritzsche
PAGE
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D3 12
PROJECT TITLE
5 D2
6 D2
INDIVIDUAL FLOOR SECTION MODULES
8MM BARK TILE FINISH
D2 7
1.5 MM PLYWOOD
PEX TUBING -UNDRFLOOR HEATING
15 LOPRO10 INSULATING PAD WITH GROOVED PANELS
3
Floor Section Modules Construction Plan View
25 MM PLYWOOD
Scale: 1:20
VAPOUR CONTROL BARRIER 76MM INSULATIOIN AIR GAP WITH 5MM SPACERS 3MM DAMP PROOF MEMBRANE 97 X63 MM TIMBER JOIST ADJUSTABLE SUPPORT FOOTING 5MM PLYWOOD STEEL BRACE
4
Floor Module Construction Detail Scale: 1:20
PROJECT TITLE
INTD 3001 Project Realisation DRAWN BY
Jennifer Fritzsche DATE
16.04.2013
NOTES
Do not scale off drawings SHEET TITLE
Floor Structure Details
PAGE
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D1
D2
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4 OF 11 Jennifer Fritzsche
DRAWN BY
12MM FLEXIBLE PEX TUBES LAID IN GROOVED PANELS
PROJECT TITLE
INTD 3001 Project Realisation
1.5 MM PLYWOOD
97
8MM BARK TILE FINISH
146.53
PEX TUBE TO BE FITTED WITH NEXT FLOOR MODULE'S PEX TUBE
PAGE
2262.34
STEEL BRACE
5MM PLYWOOD
3MM DAMP PROOF MEMBRANE
5MM AIR GAP WITH SPACERS
76MM INSULATIOIN
VAPOUR CONTROL BARRIER
C24 JOIST BEAM
5
ADJUSTABLE SUPPORT FOOTING 25MM PLYWOOD WITH TONGUE AND GROOVE JOINT
15MM LOPRO10 WITH FLEXIBLE PEX TUBES LAID IN GROOVED PANELS
Section Through Single Floor Module Scale: 1:5
1805
1.5 MM PLYWOOD
97
12MM FLEXIBLE PEX TUBES LAID IN GROOVED PANELS
C24 JOIST BEAM
ADJUSTABLE SUPPORT FOOTING
6
5MM PLYWOOD
STEEL BRACE
3MM DAMP PROOF MEMBRANE
5MM AIR GAP WITH SPACERS
76MM INSULATIOIN
VAPOUR CONTROL BARRIER 25MM PLYWOOD WITH TONGUE AND GROOVE JOINT
Section Though Single Floor Module Scale: 1:5
140.53
8MM BARK TILE FINISH
15MM LOPRO10 WITH FLEXIBLE PEX TUBES LAID IN GROOVED PANELS
8 MM BARK TILE FINISHED FLOOR
5
LAP JOINT 1.5MM PLYWOOD
10
15MM LOPRO10 25 MM PLYWOOD WITH TONGUE AND GROOVE JOINT
8 MM BARK TILE FINISHED FLOOR
0.6
TONGUE AND GROOVE JOINT
25 MM PLYWOOD 36 MM TIMBER JOIST
C24 TIMBER JOIST
7
Detail
Scale: 1:2
8
Tongue and Groove Detail Scale: 1:1
PROJECT TITLE
INTD 3001 Project Realisation DRAWN BY
Jennifer Fritzsche DATE
16.04.2013
NOTES
Do not scale off drawings SHEET TITLE
Detail of Floor Construction
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15
PAGE
160.14
WOOD PEGS
Jennifer Fritzsche
15
DRAWN BY
4.03
5 OF 11
135
BLACK CONCRETE BASE
PROJECT TITLE
127 MAX
115.78 MIN
20
HANDLE COLLAR
20
HANDLE COLLAR
M22 X 2.5 SCREW 20
M22 X 2.5 SCREW
HEX BOLT WELDED TO STEEL PLATE 127 MAX
115.78 MIN
HEX BOLT WELDED TO STEEL PLATE
INTD 3001 Project Realisation
STEEL PLATE WITH GRIP
20
STEEL PLATE WITH GRIP
1.34
1.34
WOOD PEGS
BLACK CONCRETE BASE
94.4
10
Front View of Adjustable Foot
11
Scale: 1:2
Left View of Adjustable Foot Scale: 1:2
67.5 135 M22 X 2.5 SCREW LAMINATED FLOOR BOARDS BLACK CONCRETE BASE
HEX BOLT WELDED TO STEEL PLATE
WOODEN PEGS
FLOOR SECTION WOODEN FRAME
STEEL PLATE WITH GRIP
FLOOR SECTION WOODEN FRAME
WOOD PEGS
Ø 15
STEEL PLATE WITH GRIP
11/D3
60
Ø 312.9
159.96
WOODEN PEG
HEX BOLT WELDED TO STEEL PLATE M22 X 2.5 SCREW HANDLE COLLAR BLACK CONCRETE BASE
12
9
Plan of Adjustable Foot Scale: 1:2
10/D3
Assembly Detail of Floor Sections Scale: 1:2
PROJECT TITLE
INTD 3001 Project Realisation DRAWN BY
NOTES
Do not scale off drawings
Jennifer Fritzsche
SHEET TITLE
DATE
Footing
16.04.2013
Detail of Adjustable Support
PAGE
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CEDAR PLANKS
HEX BOLT
HOLLOW STEEL TENNON BOTTOM SOLID CEDAR RIB
INTD 3001 Project Realisation
TOP SOLID CEDAR RIB
PROJECT TITLE
14/D4
CEDAR PLANKS
SOLID CEDAR RIB (TOP)
16 SOLID CEDAR RIB (BOTTOM)
FLOOR MODULES
Section of Arch Segment
SOIL ANCHOR
Scale: 1:10
16 D4
234
HEX BOLTS TO CONNECT ARCHES TO STEEL TENNON
128.7
TOP CEDAR RIB
SOIL ANCHOR
Front Elevation of Arch Scale: 1:50
D4
HEX BOLT
15 SOLID CEDAR RIB (TOP) HEX BOLTS TIMBER TENNON
SOLID CEDAR RIB (BOTTOM)
1628.24
CEDAR PLANKS 1814.05
13
SOILD TIMBER TENNON
SOLID CEDAR RIB (BOTTOM)
BOTTOM CEDAR RIB
FLOOR MODULES
ADJUSTABLE SUPPORT FOOTING
15 SOIL ANCHOR
Detail of Solid Timber Tennon Scale: 1:10
PROJECT TITLE
INTD 3001 Project Realisation
14
Side Elevation of Single Arch Segment Scale: 1:50
Jennifer Fritzsche
PAGE
6 OF 11
HEX BOLTS
DRAWN BY
1827.25
JOINT WHERE TWO ARCH SEGMENTS ARE CONNECTED VIA TIMBER TENNON
DRAWN BY
Jennifer Fritzsche DATE
16.04.2013
NOTES
Do not scale off drawings SHEET TITLE
Cedar Arch Detail
PAGE
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PAGE
INTD 3001 Project Realisation
DRAWN BY
Jennifer Fritzsche
ARCH SEGEMNT
SOLID TIMBER TENNON
PROJECT TITLE
ARCH SEGEMNT
FLOOR MODULES HOLLOW STEEL TENNON
SOIL ANCHOR
Cedar Arch Segments Scale: 1:50
CEDAR ARCHES SEGEMNTS ARE TO BE PREFABRICATED AND FITTED TOGETHER ON SITE. THEY ARE FIRST TO BE FITTED TO THE SOIL ANCHOR AND THEN ONE LIFTED OVER THE OTHER TO SLIDE INTO PLACE AND CONNECTED WITH BOLTS THROUGH THE SOLID TIMBER TENNON.
Cedar Arch Detail Scale: 1:10
Cedar Arch Construction Detail Scale: 1:10
PROJECT TITLE
INTD 3001 Project Realisation DRAWN BY
NOTES
Do not scale off drawings
Jennifer Fritzsche
SHEET TITLE
DATE
Detail
16.04.2013
Cedar Arch Construction
PAGE
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PAGE
CEDAR PLANKS
Jennifer Fritzsche
TONGUE AND GROOVE JOINTS
PROJECT TITLE
INTD 3001 Project Realisation
DRAWN BY
CEDAR RIB
23
Tongue and Groove Joint Detail Scale: 1:5
CEDAR RIBS
SOLID TIMBER TENNON
HEX NUT CEDAR PLANKS
BOLT
20
Timber Plank Construction /Tongue and Groove Joints
CEDAR PLANKS
Scale: 1:10
BOLT
PLANKS ARE TO BE SLOTTED AND JOINED TO THE RIBS VIA TONGUE AND GROOVE,
HEX NUT
21 D6
21
Cedar Planks to Rib Construction Scale: 1:5
22
Cedar Planks to Arch Detail Scale: 1:5
24
Cedar Planks to Arch Construction Detail Scale: 1:50
PROJECT TITLE
INTD 3001 Project Realisation DRAWN BY
NOTES
Do not scale off drawings
Jennifer Fritzsche
SHEET TITLE
DATE
Detail/Cedar Planks
16.04.2013
Cedar Arch Construction
PAGE
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PAGE
Jennifer Fritzsche
DRAWN BY
STEEL PLATE WELDED TO STEEL TENNON
STEEL TENNON
28
STEEL TENNON
STEEL PLATE WELDED TO STEEL TENNON
HEX NUT STEEL PRESSURE PLATE
SHEATH
STEEL PLATE HIDDEN WITHIN FLOOR MODULE
SHEATH
PROJECT TITLE
1972.34
FLOOR MODULE SOIL ANCHOR
SOIL ANCHOR
HEX NUT
STEEL PLATE UNDER FLOOR MODULE
40MM ROD SHEATH
HELICAL ANCHOR
HELICAL ANCHOR
Front View
27
Scale: 1:20
Side View
28
Scale: 1:20
Detail of Steel Tennon/ Plate and Soil Anchor Connections Scale: 1:5
CEDAR ARCH RIB
1637.49 HEX NUT
STEEL BOLT ADJUSTABLE SUPPORT FOOTING HEX NUT FLOOR MODULE SOIL ANCHOR 602
STEEL TENNON STEEL PLATE
FLOOR MODULE
D7 27
D7
ADJUSTABLE SUPPORT FOOTING
26
26
SOIL ANCHOR
25
Soil Anchor + Floor Detail Scale: 1:20
PROJECT TITLE
29
Isometic of Soil Anchor / Floor Module Scale: 1:25
INTD 3001 Project Realisation
STEEL TENNON
500
500
D7
INTD 3001 Project Realisation DRAWN BY
Jennifer Fritzsche DATE
16.04.2013
NOTES
Do not scale off drawings SHEET TITLE
Soil Anchor Detail
PAGE
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PAGE
Jennifer Fritzsche
DRAWN BY
31
55 MM DIA PVC TUBE FITTING STRUCTRAL FIXING
48 MM PVC PIPE STRUCTURE
PROJECT TITLE
CEDAR ARCH STRUCTURE
Ø4
8
TRIPLE LAYERED ETFE PILLOW
30
VOID
INJECTION MOLDED ETFE AIR VALVE ALUMINUM FRAME ALUMINUM EXTRUSION CASING WELDED TO FRAME PVC EXTRUSION-MOUNTING POINTS WELDED TO PVC PIPE
29
ETFE CLIPS
Detail of Fixing ETFE Structure to Cedar Arch Scale: 1:5
TRIPLE LAYERED ETFE PILLOW
30
Detail ETFE Structure
PVC PIPE STRUCTURE
Scale: 1:1
INSULATED STEEL FLASHING AIR SUPPLY PVC TUBE CONCEALED IN PIPING AND VOID OF CEDAR STRUCTURE TRIPLE LAYERED ETFE PILLOW
CEDAR ARCH STRUCTURE
55 MM DIA PVC TUBE FITTING INJECTION MOLDED ETFE AIR VALVE PVC AIR SUPPLY TUBE ALUMINUM FRAME ALUMINUM EXTRUSION CASING WELDED TO ALUMINUM FRAME
ALUMINUM FRAME 61
8
Ø4
PVC EXTRUSION- MOUNTING POINTS WELDED TO PVC FRAME
PVC TUBE -RETURN AIR FLOW OF INFLATION TO RESEVOIRS
PVC BRACKET WELDED TO PVC TUBE BOLT AND NUT
TIMBER FOOTING FOR STRUCTURE TO BOLT TO FLOOR
31
Detail
Scale: 1:2
37 PROJECT TITLE
32
Section of ETFE Structure/ To Floor Connection Scale: 1:1
INTD 3001 Project Realisation
ETFE STRUCTURE
INTD 3001 Project Realisation DRAWN BY
Jennifer Fritzsche DATE
16.04.2013
NOTES
Do not scale off drawings SHEET TITLE
ETFE Structure Detail
PAGE
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PAGE
Jennifer Fritzsche
55 MM DIA. 3 WAY CORNER PVC PIPE FITTING DIRECTIONAL PLATE TO DIRECT AIR FLOW AROUND THE STRUCTURE
48 MM PIPE SLOTS INTO PVC PIPE FITTING
INTD 3001 Project Realisation
20 BLACK PVC HEXAGONS ARE TO REPLACE THE ETFE PILLOWS ON SPECIFIC HEXAGONS AND TO BE CONNECTED TO THE THERMOSIPHON TANK AND UNDERFLOOR HEATING PEX LINES.
PROJECT TITLE
TUBE FANS IN PVC STRUCTURE TO AID IN THE MOVEMENT OF AIR FLOW FOR ADDTIONAL INSULATION
DRAWN BY
48 MM PVC PIPE STRUCTURE
A SECTION OF 6-10 HEXAGONS ARE TO BE PREFABRICATED/ JOINED AND THEN FITTED TO OTHER SECTIONS ON SITE BY SLOTTING THE PVC PIPES INTO PVC 3 WAY CORNER FITTINGS
10 OPERABLE PIVOT HUNG PANELS OF ETFE ARE WEATHER SEALED AND WATERPROOFED WHEN CLOSED.
32
Back Elevation PVC Pipe Connection Detail
THREE LAYERED SYSTEM OF OPAQUE PRINTED ETFE FOIL PILLOWS ALLOW THE TRANSMISSION OF LIGHT TO TO BE VARIED THEREBY ADJUSTING THE SHADING COEFFICIENT. THE TOP AND MIDDLE LAYERS ARE PRINTED IN A CORRESPONDING 2INTELLIGENT PATTERN.THE MIDDLE LAYER IS PROGRAMMED TO RISE AND FALL (USING AIR PRESSURE) TO INCREASE AND DECREASE THE PERCENTAGE OF PRINTED AREA AND THEREFORE CONTROL SOLAR GAIN. WHEN DECREASED THE PILLOWS ARE TRANSPARENT.
Scale: 1:2
ALUMINUM FRAME
PVC PIPE STRUCTURE
55 MM DIA. 3 WAY CORNER PVC PIPE FITTING 48 MM DIA. PVC PIPE SLOTS INTO OVC PIPE FITTING
ALUMINUM FRAME FITTED TO PVC TUBE STRUCTURE
35
Section of Joined Hexagons Scale: 1:5
PROJECT TITLE
INTD 3001 Project Realisation 33
Front View Scale: 1:2
34
PVC Pipe Connection Detail Scale: 1:5
DRAWN BY
Jennifer Fritzsche DATE
16.04.2013
NOTES
Do not scale off drawings SHEET TITLE
ETFE Structure Detail
PAGE
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