THOMAS IBBOTSON
M.Arch (Prof) + B.AS (Architectural Studies)
architecture and design portFOLIO 2007-2012
THOMAS IBBOTSON - PORTFOLIO
phone: 0404 023 952 email: thom.ibbotson@gmail.com
THOMAS HYDE IBBOTSON M.Arch (Prof) with Merit.
B.AS (Architectural Studies)
email: thom.ibbotson@gmail.com phone number: 0404 023 952 d.o.b 26.01.1988
CONTENTS
DESIGN 5th year 4th year 3rd year
DETAILS Shallard house 4th year construction 3rd year construction
CONSTRUCTION Truss house Nath’s house White house
PERSONAL INTERESTS
photography sport
Final year thesis
SKIN - SKIN. It can be argued that Modern architecture has expelled the buildings relationship to the ground. The rigid axes of horizontal and vertical planes associated with the style has produced rectilinear forms and allows the building to emerge as a dominant figure in the landscape. Raised on pilotis, Modern buildings constructed the platform as an artificial ground plane. Ultimately, the platform was a twodimensional plane, flattened to aid our transition across the built environment. This horizontal plane merely tolerated inhabitation. Unfortunately the language synonymous with this plane has been extended into contemporary architecture. I propose that the rigidity and stability expressed by the surface of the horizontal plane has failed to reflect the body, stimulate interaction, or challenge the inhabitant of architecture. To free the horizontal plane form its rigid axis my thesis aimed to break away from the conventional building typology inflicted by modern architecture. As the force of gravity restricts our inhabitation of the built environment to the horizontal plane we directly engage with this surface of architecture. It provokes the question, how can the design of a horizontal plane engage the body and challenge the inhabitant to intensify the experience of architecture? An exploration of the skin-to-skin relationship between the surface of the body and the surface of architecture directed the thesis toward a provocative design exploration and evoked an expressive horizontal plane. To challenge the restrictive conception of architectures horizontal plane the program of inhabitation for the design project explored the practice of yoga. Now conceived as a dynamic force, the body can be activated by architectures horizontal plane. This surface provided an expressive canvas with the capacity to embody the dynamic movements of yoga. The design of an expressive surface at architectures horizontal plane aids, activates, and challenges the participant’s body and amplifies the experience of yoga. An expressive horizontal plane, central to the inhabitation of a yoga centre, generates a dynamic space that provokes a dialogue of interaction between the inhabitant and the surface of architecture. A dynamic plane emerged.
design
Completed Feb 2011
design
design
design
design
design
Interior Perspectives
design
design
design
design
A memorial to the WAHINE
DISASTER.
+ 2nd place - Commonwealth Association of Architects 8th Internation design competition.
On the 9th of April 1968 Cyclone Giselle wreaked havoc as it collided with an Antarctic front over Wellington, New Zealand. Nature exerted an unprecedented force as the extreme weather conditions pushed the Wahine onto Barrett’s Reef. The focused energy of nature created tension between the land and sea that inflicted agony upon the passengers who were forced to abandon ship and fight extreme weather conditions for their survival. 53 People lost their lives. The shock and agony continues after the sea ordeal as we remember the Wahine disaster. The Wahine disaster didn’t happen in my generation so it was interesting to research and offered a lot to work with. The site of the memorial space was chosen for its connection to the event, and reflects the extreme conditions of the disaster. The design offers a challenging floor plane that drops away from the fluid Corten structure to reveal a low opening that directs the inhabitants view down towards the rugged coastline and site of the disaster, where 51 people lost their lives. The buildings floor plane reflects the challenging shoreline that faced the survivors and victims of the Wahine disaster. The building looks outward to the site of the disaster, and at the same time, inward for contemplation. The building functions as a memorial space, and informs the visitor of the Wahine disaster as many future visitors will have little knowledge of or a direct connection to the disaster.
design
Completed Oct 2009
Montage
design
Marquttes North
East
South
design
These simple marquettes allowed me to materialise the energy and force clearly visible on an image of the site from google earth. The marquettes express the traces created by the powerful winds channeled through Cook Strait near Wellingto.
Floor Plan
design
Perspectives
East
design
South
West
design
Section
design
Interior Persectives
design
3rd year DESIGN
design
Completed June 2008
The brief for Arch 311 Design sought a sacred space. I pushed this breif and designed a space that challenged the position of religion in contemporary society. Using the Muslim culture as the starting point for this exploration; I emphasised the act of covering as a point of departure into design. Religion is interpreted relatively freely in contemporary society and this abstract space identifies this disparity. Amongst the multitude of transparent shards, differing degrees of layering cover the inhabitant. Depending on the individual desire, this abstract space can be inhabited uniquely. Individuals may choose to expose themselves completely at the exterior of the space while some may choose to cover themselves completely amongst the most dense areas.
design
SHALLARD HOUSE Designed by Guy Shallard at Lat Forty-Five: Contemporary living solutions, this project offers the clients the traditional style of living they desire with a contemporary edge. From a farming background the clients breif suggested the design reference the vernacular buidings associated with rural New Zealand, and more specificially the farm sheds and houses they have grown up with on the family farm. Positioned on a spectacular site with panoramic views that encompass both Coronet Peak and the Remarkables mountains the design exploits a unique view from each room in the house. I am fortunate to have had the opportunity to be involved in the detailed documentation and consenting process of this project. I was responsible for the preparation, drafting, and lodging of both resource consent and building consent which have both been approved within the time required by the clients. This challenge exposed many unforseen requirements inherent to the documentation process that I had previously not encountered while at architecture school. This experience has highlighted the importance of practical design, anticipation and organisation. Producing a full set of working drawings has pushed me to develop positive relationships with a number of tradesmen and consultants in the construction industry. I have gained integral skills in communication as i consulted with manu professionals and trades people to achieve the desired level of detail and quality while compiling all the associated prices and specifications of each product.
detail
Drawings completed Jan 2012
Location: Lower Shotover, Queenstown Designed: Guy Shallard Drawn: Thomas Ibbotson Under construction Area: 490 sqm detail
A
B
C
D
D.12
1
1 A13
Address:
A12
Project:
Sheet:
P.9
W.07
APPROVED BUILDING PLATFORM
W.08
1000L BUNDED DEISEL TANK
m x5 m 75 x7 5
W.13
BED 4 18 m²
APPROVED BUILDING PLATFORM
D.29 PO SH S
x5 m 75 x7 5
14 m²
5 m²
D.28 W.09
200 UB 25Kg/m ABOVE
D.30
DIY
P.10
OFFICE
10 A09
ST
PO SH S m
D.11
11 m²
P.6
12 m²
P.5
9 A09
D.10 ST
250 UB 37Kg/m ABOVE
58 m²
BED 3 14 m²
SMOKE ALARM S
BATHROOM
GARAGE
CONCRETE LINTEL ABOVE
1 A11
7 m²
P.8
D.20
W.05
SCULLERY
P.7
2 m²
D.31
DRY
W.10
7 m² CONCRETE LINTEL ABOVE
CONCRETE LINTEL ABOVE
D.32
D.17
P.4
9 m²
W.11
D.27
W.12
GUEST ENSUITE
W.06
62 m²
H W C
D.15
DINING/KITCHEN
55 m²
D.26
LAUNDRY
5 m²FIREBIRD DIESEL BOILER
LIVING ROOM
CONCRETE LINTEL ABOVE
3 m²
D.16
P.3
HEATING CONTROL BOARD
TOILET HWC
D.18
1 A18
UTITLY
D.09
FFL +97450
STEEL PORTAL
STEEL PORTAL
8 m²
JETMASTER 1050 OPEN FIRE
HALL
STEEL PORTAL
STEEL PORTAL
19 m²
22 m²
JETMASTER 1050 OPEN FIRE
D.01
FFL +97500
ENTRANCE
FFL +97450
detail
21 m² HALL
WINE
4
A10
GUEST BED
D.14
D.19
A09
SMOKE ALARM
D.25
S
9 m²
CONCRETE LINTEL ABOVE
D.22
32
D.07
25 0
25 0
25 0
25 0
D.06
UB
32
D.05
UB
32
D.04
UB
32
D.03
UB
D.13
D.21
HALL
CONCRETE LINTEL ABOVE
A09
6
ST 89 x8 9
SH
S
PO
ST PO S SH 89 x8 9
CONCRETE LINTEL ABOVE
8
8 m² D.23
P.1
3
SH S m 65 x6 5
x5 m
D.08
D.24 W.04
D.02
25 m²
P.2
5
7 A10
ST
MASTER BED
CONCRETE LINTEL ABOVE
2
50 m²
LOUNGE
EN SUITE
A10
ROBE 12 m²
JETMASTER 1050 OPEN FIRE
4
W.03
200 UB 25Kg/m ABOVE
310 UB 40Kg/m ABOVE
JETMASTER 1050 OPEN FIRE
PO
A10
W.02
W.01
3
APPROVED BUILDING PLATFORM
APPROVED BUILDING PLATFORM
1
Issue Date: 08/12/11 FLOOR PLAN SHALLARD HOUSE Drawn By: Author LOT 1, 100 DOMAIN ROAD, QUEENSTOWN Scale: 1:100 @ A2, NTS @ A3
DRAWING
REVISION
A02
-
STEEL BOX SECTION LEFT TO RUST WITH A DULL SURFACE AND LOW REFLECTIVITY
104525
STEEL LEFT TO RUST WITH A DULL SURFACE AND LOW REFLECTIVITY
ROOF APEX HEIGHT PLANE AT 6.9m ABOVE CONTOUR 97 (103.9m)
HEIGHT PLANE AT 6.9M ABOVE CONTOUR 97 (103.9m)
BAGGED GIBSTON VALLEY SCHIST STONE MASONRY RAINWATER HEAD WITH 50mm OVERFLOW HIDDEN BY CEDAR BATTENS
MILD STEEL PORTAL UNPAINTED LEFT TO RUST WITH A DULL SURFACE AND LOW REFLECTIVITY
BLACK STAINED SHADOWCLAD BLACK BACK PAINTED GLASS ENTRANCE DOOR
GREY SHUTTERED CONCRETE MATT BLACK AlUMINIUM WINDOW JOINERY WITH
GREY PRE-CAST SHUTTERED CONCRETE PANEL
101100
FLAT ROOF
97500 FFL
PROPOSED GRND LVL +97300
97200
EX GR LVL VERTICAL CEDAR LEFT TO WEATHER
BLACK PLATE GLASS DOOR
STEEL LEFT TO RUST WITH A DULL SURFACE AND LITTLE REFLECTIVITY VERTICAL CEDAR LEFT TO WEATHER
3
WEST ELEVATION 1 : 50 STEEL BOX SECTION LEFT TO RUST WITH A DULL SURFACE AND LOW REFLECTIVITY
STEEL CHIMNEY LEFT TO RUST WITH A DULL SURFACE AND LOW REFLECTIVITY
105500 FFL11
STEEL BEAMS LEFT TO RUST WITH A DULL SURFACE AND LOW REFLECTIVITY
STEEL LEFT TO RUST WITH A DULL SURFACE AND LOW REFLECTIVITY
MATT BLACK TRAY LONG RUN ROOFING
104525
ROOF APEX
101100
FLAT ROOF
97500 FFL
97200
EX GR LVL GREY SHUTTERED CONCRETE MATT BLACK ALUMINIUM WINDOW JOINERY
GREY SHUTTERED CONCRETE GREY CAST IN SITU CONCRETE SURROUNDING OUTDOOR FIRE
BAGGED GIBSTON VALLEY STONE MASONRY
BLACK STAINED SHADOWCLAD
1
MATT BLACK ALUMINIUM WINDOW JOINERY
MILD STEEL PORTALS UNPAINTED AND LEFT TO RUST WITH A DULL SURFACE AND LOW REFLECTIVITY
MATT BLACK WINDOW JOINERY
NORTH ELEVATION 1 : 50
Sheet: Project: Address:
ELEVATIONS 1 OF 2 Issue Date: 08/12/11 Drawn By: THI SHALLARD HOUSE Scale: 1:50 @A1, 1:100 @A3 LOT 1, 100 DOMAIN ROAD, QUEENSTOWN
DRAWING: REV:
A03
A
detail
2.00°
2.00°
10
A16
9 A16
FFL 97500
FFL 97500
4
Section 4
8
1 : 50
Section 8 1 : 50
4
2.00°
7
A15
2.00°
2.66°
2.00°
A14
2 3
A14
FFL 97500
FFL 97500
1 A14
A14
8 5
A15
A14
3
Section 3
7
1 : 50
Sheet: Project: Address:
detail
Section 7 1 : 50
Issue Date: 08/12/11 SECTIONS 2 OF 3 SHALLARD HOUSE Drawn By: THI LOT 1, 100 DOMAIN ROAD, QUEENSTOWN Scale: 1:50 @ A2
DRAWING
REVISION
A10
-
SEE DETAIL 29
2
A19
45.0
45.0
25 0
0°
U B
31
Kg /m
0°
25
250 UB 31 Kg/m
23
22 A18
A18
A18
97500
1
Section 11
24
A18
1 : 20
Sheet: Project: Address:
SECTIONS 3 OF 3 Issue Date: 14/12/11 Drawn By: Author SHALLARD HOUSE Scale: 1:20 @ A1 LOT 1, 100 DOMAIN ROAD, QUEENSTOWN
DRAWING: REV:
A11
A
detail
COLOURSTEEL FLASHING FIXED IN PLACE WITH APPROVED SEALANT ADHESSIVE 70x45mm H3 TIMBER PURLIN @ 450 CRS FIXED WITH 14 GAUGE STTAINLESS STEEL PURLIN SCREWS TYP. TPO MEMBRANE ROOFING AT 2.0` FALL REFER TO MANUFACTURERS SPECS. TYP.
TPO MEMBRANE ROOFING AT 2.0` FALL REFER TO MANUFACTURERS SPECS. TYP.
H3 17mm PLYWOOD MEMBRANE
10mm CHASER CUT INTO CONCRETE BEAM FOLDED COLOURSTEEL FLASHING
H3.1 TIMBER TRUSS DESINGNED BY TRUSS MANUFACTURER REFER TO MANUFACTURER FOR TYP. DETAIL AND FIXING.
TPO MEMBRANE ROOFING AT 2.0` FALL REFER TO MANUFACTURERS SPECS. TYP.
H3 17mm PLYWOOD MEMBRANE 70x45mm H3.1 TIMBER PURLIN FIXED WITH 14 GAUGE STTAINLESS STEEL PURLIN SCREWS TYP.
70x45mm H3.1 TIMBER PURLIN FIXED WITH 14 GAUGE STTAINLESS STEEL PURLIN SCREWS TYP. R5.0 PINK BATTS INSULATION
M12 GALV. DYNABOLT @ 600CRS WITH 50x50mm GALV WASHERS
140x40mm H3.1 TIMBER RIBBON PLATE ON DPC M12 GALV. DYNABOLT @ 600CRS WITH 50x50mm GALV. WASHER
REINFORCED CONCRETE REFER TO ENGINEERS DRAWING
REINFORCED CONCRETE REFER TO ENGINEERS DRAWING CAST DRIP EDGE
CAST DRIP EDGE
12mm BLACK STAINED SHADOW CLAD H3 20mm CAVITY BATTEN APPROVED BUILDING PAPER R3.6 PINK BATTS INSULATION SILL TAPE SILL TAPE OVER FLASHING VERMON STRIP
R5.0 PINK BATTS INSULATION 13mm GIB PLASTERBOARD 140X45mm H3.0 TIMBER RIBBON PLATE ON DPC RONDO ANGLE TO PROVIDE FIXING FOR GIB PLASTERBOARD 10mm GIB PLASTERBOARD
12mm BLACK STAINED SHADOW CLAD RONDO ANGLE TO PROVIDE FIXING FOR GIB PLASTERBOARD
310 UB 40 Kg/m REFER TO ENGINEERING SPECS. GIB RONDO 129 METAL BATTEN @ 450 CRS REFER TO MANUFACTURERS SPECS. FOR TYP. FIXING DETAILS 13mm GIB PLASTERBOARD R5.0 PINK BATTS INSULATION
H3 20mm CAVITY BATTEN R3.6 PINK BATTS INSULATION
140X45mm H3.1 TIMBER FRAMING ON DPC FIXED WITH M12 GALV DYNABOLTS @ 600 CRS
COLOUR STEEL HEAD FLASHING
40mm RIGID INSULATION REFER TO SPECS. 10mm GIB PLASTERBOARD
40MM RIGID INSULATION
COLOURSTEEL HEAD FLASHING DOUBLE GLAZED ALUMINIUM WINDOW REFER TO MANUFACTURERS SPECS FOR TYP DETAIL AND FIXING
3
DETAIL 2
2
DETAIL 3
4
1 : 10
DETAIL 4
DOUBLE GLAZED ALUMINIUM DOORS 3 TRACK SYSTEM REFER TO MANUFACTURERS SPECS. FOR TYP. DETAILS AND FIXING
1 : 10
1 : 10
DOUBLE GLAZEDALUMINIUM WINDOW REFER TO MANUFACTURERS SPECS FOR TYP DETAIL AND FIXING
R3.6 PINK BATTS INSULATION SILL TAPE H3 20mm CAVITY BATTEN APPROVED BUILDING PAPER VERMON STRIP 12mm BLACK STAINED SHADOW CLAD
140x45mm H3.1 TIMBER FRAMING ON DPC FIXED WITH M12 GALV. DYNABOLTS @ 600CRS AND 50x50mm GALV. WASHERS
10mm GIB PLASTERBOARD
140X45mm H3 TIMBER PLATE TO FORM THERMAL BREAK 100mm CONCRETE FLOOR SLAB REINFORCED CONCRETE REFER TO ENGINEERS DRAWINGS
DOUBLE GLAZED ALUMINIUM DOORS 3 TRACK SYSTEM REFER TO MANUFACTURERS SPECS. FOR TYP. DETAILS AND FIXING
RECESS DOOR TRACK 40mm RIGID INSULATION REFER TO SPEC.
50mm RIGID INSULATION REFER OTO SPEC.
190mm REINFORCED CONCRETE BLOCK 140x45mm H3.1 TIMBER PLATE ON DPC TO FORM A THERMAL BREAK PULTRON ROD REFER TO ENGINEERS SPECS. TYP. 100mm REINFORCED CONCRETE FLOOR SLAB REFER TO ENGINEERS DRAWING 50mm RIGID INSULATION REFER TO SPEC
665 STEEL REINFORCING MESH 665 REINFORCING MESH
ENGINEERED HARDFILL
PULTRON ROD REFER TO ENGINEERS SPECS.
ENGINEERED HARDFILL
DPM DPM
CONCRETE BLINDING REFER TO ENGINEERS DRAWINGS
1
DETAIL 1
5
1 : 10 Sheet: Project: Address:
detail
REINFORCED CONCRETE FOOTING REFER TO ENGINEERS DRAWING
DETAIL 5 1 : 10
Issue Date: 08/12/11 DETAILS 1 SHALLARD HOUSE Drawn By: THI LOT 1, 100 DOMAIN ROAD, QUEENSTOWN Scale: 1:10 @A2
DRAWING
REVISION
A14
A
10mm CHASER CUT INTO PRECAST PANEL
TPO MEMBRANE ROOFING AT 2.0` FALL REFER TO MANUFACTURERS SPECS. TYP.
FOLDED COLOURSTEEL FLASHING FIXED WITH APPROVED SEALANT ADHESSIVE
TPO MEMBRANE ROOFING AT 2.0` FALL REFER TO MANUFACTURERS SPECS. TYP. 70x45mm H3 TIMBER PURLIN FIXED WITH 14 GAUGE STTAINLESS STEEL PURLIN SCREWS TYP.
10mm CHASER CUT INTO CONCRETE BEAM
150mm PRECAST SHUTTERED CONCRETE PANEL REFER TO ENGINEERS DRAWING
FOLDED COLOURSTEEL FLASHING WITH APPROVED SEALANT ADHESSIVE
TIMBER TRUSS DESIGNED BY MANUFACTURER. REFER TO MANUFACTURERS SPECS. TYP.
70x45mm H3.1 TIMBER PURLIN FIXED WITH 14 GAUGE STTAINLESS STEEL PURLIN SCREWS TYP.
TRUSS DESIGNED BY MANUFACTURER REFER TO MANUFACTURERS SPECS. TYP.
140x40mm H3.1 TIMBER RIBBON PLATE ON DPC
140x45mm H3 TIMBER RIBBON PLATE ON DPC FIXED WITH M12 GLAV. DYNABOLTS @ 600 CRS.
M12 GALV. DYNABOLT @ 600CRS WITH 50x50mm GALV WASHER REINFORCED CONCRETE REFER TO ENGINEERS DRAWING
R5.0 PINK BATTS INSULATION GIB RONDO 129 METAL BATTEN @ 450 CRS REFER TO MANUFACTURERS SPECS. FOR TYP. FIXING DETAILS R5.0 PINK BATTS INSULATION RONDO ANGLE TO PROVIDE FIXING FOR GIB PLASTERBOARD 13mm GIB PLASTER BOARD 40mm RIGID INSULATION REFER TO SPEC. 10mm GIB PLASTERBOARD
12mm BLACK STAINED SHADOW CLAD
13mm GIB PLASTERBOARD
H3 20mm CAVITY BATTEN APPROVED BUILDING PAPER R3.6 PINK BATTS INSULATION
140X45mm H3.1 TIMBER FRAMING ON DPC FIXED WITH M12 GALV. DYNABOLTS @ 600 CRS
DOUBLE GLAZED ALUMINIUM WINDOW UNIT REFER TO MANUFACTURERS SPECS. TYP.
CAST DRIP EDGE
40mm RIGID INSULATION REFER TO SPEC. 10mm GIB PLASTERBOARD
2
DETAIL 21
7
1 : 10
DETAIL 7 1 : 10
12mm BLACK STAINED SHADOW CLAD H3 20mm CAVITY BATTEN APPROVED BUILDING PAPER
R3.6 PINK BATTS INSULATION 140x45mm H3.1 TIMBER FRIMING ON DPC FIXED WITH M12 GALV. DYNABOLT @ 600 CRS.
10mm GIB PLASTERBOARD
REINFORCED CONCRETE REFER TO ENGINEERS DRAWING
100mm REINFORCED CONCRETE FLOOR SLAB REFER TO ENGINEERS DRAWING
10MM GIB PLASTERBOARD
665 REINFORCING MESH
140x45mm H3.0 TIMBER PLATE ON DPC ACTING AS A THERMAL BREAK PULTRON ROD REFER TO ENGINEERS SPECS. TYP.
40mm RIGID INSULATION REFER TO SPEC. 140x45mm H3 TIMBER PLATE ACTING AS A THERMAL BREAK PULTRON ROD. REFER TO MANUFACTURERS SPECS.
40mm RIGID INSULATION REFER TO SPEC.
11.31°
DOUBLE GLAZED ALUMINIUM WINDOW REFER TO MANUFACTURERS SPECS.
VERMON STRIP
50mm RIGID INSULATION REFER TO SPEC. 665 REINFORCING MESH
150mm PRECAST SHUTTERED CONCRETE PANEL.REFER TO ENGINEERS DRAWING
ENGINEERED HARDFILL
100mm CONCRETE FLOOR SLAB 50mm RIGID INSULATION REFER TO SPEC ENGINEERED HARDFILL DPM DPM
CAST IN SITU CONCRETE FOUNDATION REFER TO ENGINEERS DRAWING
1
CONCRETE BLINDING REFER TO ENGINEERS DRAWING
DETAIL 20
8
1 : 10
Sheet: Project: Address:
DETAIL 8 1 : 10
Issue Date: 08/12/11 DETAILS 2 SHALLARD HOUSE Drawn By: THI LOT 1, 100 DOMAIN ROAD, QUEENSTOWN Scale: 1:10 @A2
DRAWING
REVISION
A15
A detail
LONG RUN COLOURSTEEL ROOFING AS PER ROOFERS SPEC ON APPROVED ROOFING PAPER
LONG RUN COLOURSTEEL ROOFING AS PER ROOFERS SPEC ON APPROVED ROOFING PAPER
R5.0 PINK BATTS INSULATION
R5.0 PINK BATTS INSULATION 90 x45mm H3.1 TIMBER CEILING BATTEN
90 x45mm H3.1 TIMBER CEILING BATTEN
18mm TIMBER VINEER
18mm TIMBER VINEER
240 x 45mm H1.2 TIMBER RAFTER
240 x 45mm H3 TIMBER RAFTER
STAINLESS STEEL GUTTER
STAINLESS STEEL GUTTER
H3 TIMBER PLATE TO FALL 2 COATS MIN. OF MOLESEAL APPLIED TO FACE OF CONCRETE BLOCK.REFER TO SPECS. STONE MASONRY H3 50mm CAVITY BATTEN 6mm RAB BOARD
M12 BOLT TO ATTATCH RAFTER TO STEEL PLATE 125 x 100 x 12mm STEEL PLATE WELDED TO FLANGE OF UB TO LIFT RAFTER CREATING SPACE FOR BOTH PURLINN AND VINEER 10mm GIB PLASTERBOARD D 40mm RIGID INSULATION DIRECTLY FIXED TO CONCRETE BLOCK WALL 190mm MASONRY BLOCK LINTEL REFER TO ENGINEERS DRAWING
M12 GALV. DYNABOLT FIXING REFER TO ENGINEERS DRAWING EA REFER TO ENGINEERS DRAWING 10mm CHASER CUT INTO CONCRETE BLOCK LINTEL FOR COLOURSTEEL FLASHING WITH APPROVED SEALANT ADHESSIVE
H3 TIMBER PLATE TO FALL
M10 BOLT TO ATTATCH RAFTER TO STEEL PLATE 125 x 100 x 12mm STEEL PLATE WELDED TO FLANGE OF UB TO LIFT RAFTER CREATING SPACE FOR BOTH PURLINN AND VINEER 40mm RIGID INSULATION DIRECTLY FIXED TO CONCRETE BLOCK WALL
200mm STONE MASONRY H3 50mm CAVITY BATTEN 6mm RAB BOARD 2 COATS MIN. MOLESEAL APPLIED TO FACE OF CONCRETE BLOCKREFER TO SPECS.
10mm GIB PLASTERBOARD
250 UB 31Kg/m REFER TO ENGINEERS SPEC.
M12 GALV. DYNABOLT REFER TO ENGINEERS DRAWING EA REFER TO ENGINEERS DRAWING
190mm MASONRY BLOCK LINTEL REFER TO ENGINEERS DRAWING
DOUBLE GLAZED ALUMINIUM DOOR UNIT
23
DETAIL 23 1 : 10
10mm CHASER CUT INTO CONCRETE BLOCK LINTEL FOR COLOURSTEEL FLASHING FIXED WITH APPROVED SEALANT ADHESSIVE
510 UB H3 TIMBER CAVITY BATTEN TO SUIT 12mm BLACK STAINED SHADOW CLAD
DOUBLE GLAZED ALUMINIUM WINDOW UNIT
250 UB 31Kg/m
1
TYP. GABLE END DETAIL
190mm CONCRETE BLOCK
25
1 : 10
DETAIL 25 1 : 10
200mm STONE MASONRY
50 x 50mm H3 TIMBER CAVITY BATTEN 6mm RAB BOARD
200mm STONE MASONRY
STONE MASONRY
250 UB 31Kg/m WELDED TO STEEL PLATE
6mm RAB BOARD 40mm RIGID INSULATION DIRECTLY FIXED TO CONCRETE BLOCKS
250 UB 31Kg/m WELDED TO CAST IN STEEL PLATE
10mm GIB PLASTERBOARD
10mm GIB PLASTERBOARD DIRECTLY FIXED TO CONCRETE BLOCKS 12mm STEEL PLATE WITH D12 STARTER BARS CAST INTO CONCRETE FLOOR SLAB REFER TO ENGINEERS SPEC. 665 REINFORCING MESH SELECTED HARDWOOD DECKING
H3.1 TIMBER RIBBON PLATE ON DPC FEXED WITH M12 GALV. DYNABOLTS AT 600CRS
100mm CONCRETE FLOOR SLAB WITH SLAB THICKENING. REFER TO ENGINEERS DRAWING
H3 50mm CAVITY BATTEN
12mm STEEL PLATE WITH D12 STARTER BARS CAST INTO CONCRETE FLOOR SLAB REFER TO ENGINEERS SPEC. 665 REINFORCING MESH
2 COATS MIN. MOLESEAL APPLIED TO FACE OF CONCRETE BLOCKREFER TO SPECS.
100mm CONCRETE FLOOR SLAB WITH SLAB THICKENING. REFER TO ENGINEERS DRAWING
50mm RIGID INSULATION REFER TO SPEC. 50mm RIGID INSULATION REFER TO SPEC. ENGINEERED HARD FILL
ENGINEERED HARD FILL
H3.1 140 x 45mm TIMBER FLOOR JOIST
DPM UNDER CONCRETE SLAB
DPM UNDER CONCRETE SLAB
CAST IN SITU CONCRETE FOOTING REFER TO ENGINEERS DRAWING
22
CONCRETE FOOTING REFER TO ENGINEERS DRAWING
DETAIL 22
24
1 : 10 Sheet: Project: Address:
detail
DETAIL 24 1 : 10
Issue Date: 08/12/11 DETAILS 5 SHALLARD HOUSE Drawn By: THI LOT 1, 100 DOMAIN ROAD, QUEENSTOWN Scale: 1:10 @A2
DRAWING
REVISION
A18
A
LONG RUN COLOURSTEEL ROOFING AS PER ROOFERS SPEC ON APPROVED ROOFING PAPER
R5.0 PINK BATTS INSULATION 90 x45mm H3.1 TIMBER CEILING BATTEN
50 x 50 x 3mm STEEL BOX SECTION
18mm TIMBER VINEER 50 x 50 x 5mm STEEL ANGLE
240 x 45mm H3 TIMBER RAFTER
FLUE REFER TO MANUFACTURERS SPECS.
CONTINUOUS 1.2mm STAINLESS STEEL GUTTER WELDED JOINTS TYP. 100x75mm STEEL ANGLE LUG COLOURSTEEL FLASHING STAINLESS STEEL GUTTER RUBBER GROMMET M1O COACH BOLT COWLING REFER TO MANUFACTURERS SPECS.
90x45mm H3.1 TIMBER FRAMING
90x45mm H3.1 FRAMING 90x45mm H3.1 BLOCKING BETWEEN RAFTERS
APPROVED BUILDING PAPER TO WRAP OVER FLASHING COLOURSTEEL FLASHING APPROVED ROOFING PAPER TO WRAP UP CHIMNEY FRAMING VERMON STRIP
H3 TIMBER PLATE TO FALL
M10 BOLT TO ATTATCH RAFTER TO STEEL PLATE
3mm CORTEN STEEL H3.1 20mm CAVITY BATTEN 6mm RAB BOARD H1.2 20mm CAVITY BATTEN APPROVEDBUILDING PAPER
FRAME OUT AROUND FLUES TO SUIT
COLOURSTEEL FLASHING COLOURSTEEL ROOFING 90x45mm TMBER FRAMING BETWEEN RAFTERS 240x45mm H3.1 TIMBER RAFTER
COLOURSTEEL FLASHING COLOURSTEEL ROOFING
OVERFLOW LOCATED 50mm MIN ABOVE PRIMARY DOWNPIPES TO AVOID BEING BLOCKED.
125 x 100 x 12mm STEEL PLATE WELDED TO FLANGE OF UB TO LIFT RAFTER CREATING SPACE FOR BOTH PURLINN AND VINEER 40mm RIGID INSULATION FIXED DIRECTLY TO CONCRETE BLOCK WALL 10mm GIB PLASTERBOARD 190mm MASONRY BLOCK LINTEL REFER TO ENGINEERS DRAWING 250 UB 31Kg/m
200mm STONE MASONRY H3 50mm CAVITY BATTEN 6mm RAB BOARD 2 COATS MIN. MOLESEAL APPLIED TO FACE OF CONCRETE BLOCKREFER TO SPECS. CONCEALED OVERFLOW DOWN PIPE IN STONE MASONARY LOCATED NEXT TO EACH DOWN PIPE.
R5.0 PINK BATTS INSULATION APPROVED ROOFING PAPER
2
LONG RUN COLOURSTEEL ROOFING IRON ON APPROVED ROOFING PAPER
DETAIL 29
240 x45mm H3 TIMBER RAFTER COACH BOLT
1 : 20
125 x 100 x 12mm STEEL PLATE WELDED TO FLANGE OF UB TO PROVIDE FIXING FOR RAFTERS
70 x 45mm H1 TIMBER CEILING PURLIN
R3.6 PINK BATTS INSULATION
18mm TIMBER VINEER H3.1 90 x 45mm TIMBER FRAMING ON D2PC FIXED WITH GAV. M12 BOLT @ 600 CRS MAX WATERPROOF MEMBRANE REFER TO SPECS. SELECTED TILES
1
DETAIL 28
2 COATS MIN. MOLESEAL APPLIED TO FACE OF CONCRETE BLOCKREFER TO SPECS.
R3.6 PINK BATTS INSULATION 250 UB 31Kg/m
1 : 10
STONE MASONRY 250 UB 31Kg/m WELDED TO STEEL PLATE 10mm GIB PLASTERBOARD
APPROVED SEALANT S.S STORMTECHN SHOWER DRAIN
6mm RAB BOARD
40mm RIGID INSULATION DIRECTLY FIXED TO CONCRETE BLOCKS
H3 50mm CAVITY BATTEN
12mm STEEL PLATE WITH D12 STARTER BARS CAST INTO CONCRETE FLOOR SLAB REFER TO ENGINEERS SPEC. 665 REINFORCING MESH 100mm CONCRETE FLOOR SLAB WITH SLAB THICKENING. REFER TO ENGINEERS DRAWING OVERFLOW PROTRUDES THOROUGH STONE MASONARY AT BOTTOM OF THE WALL.
50mm RIGID INSULATION REFER TO SPEC. ENGINEERED HARD FILL
DPM UNDER CONCRETE SLAB
CONCRETE FOOTING REFER TO ENGINEERS DRAWING
4
TYP SECTION THROUGH WALL 3 BLOCK 1 : 10
TYP. SHOWER DETAIL 1 : 10 Sheet: Project: Address:
Issue Date: 08/12/11 DETAILS 7 SHALLARD HOUSE Drawn By: THI LOT 1, 100 DOMAIN ROAD, QUEENSTOWN Scale: AS SHOWN @ A2
DRAWING
REVISION
A20
A detail
4th yr CONSTRUCTION The breif for Arch 441 Construction defined a new facility for Moutere Hills Winery in Marlborough, New Zealand. This was a team project completed with Elspeth Simms and Jansen Aui. As a team we worked quickly to come up with a simple design that possessed significant challenges and allowed us to express our documentation and detailing skills. The design incorporated New Zealands contemporary and often experimental approach to the making of wine and emphasises the tension between the vines anchoring into the soil and the finished product breaking away from it inherent to the process of wine production. We employed construction techniques that were previously foreign to us in order to extend our knowledge of construction. We used cast in-situ concrete with steel infill to construct the interior floors and resulting spaces.
detail
Completed Oct 2009
Perspectives
detail
silicone seal
SIlicone Sealant
50mm Chaser Cut in Concrete filled with sillicon sealant. 50
50
5 Degree Min.
Fall
Torch on Waterproof Membrane Wraps to form gutter. 45 Degree Timber Fillets
Aluminium Flashing.
5 Degree Min.
Fall
d50 Rubber Spacer.
100mm Dynabolt
M10x45 Countersunk Fixing. With An M10 Countersunk Acetal Bush to gain weathertight standard.
Torch on Waterproof membrane Wraps Up Parapet 100mm Underneath Flashing. 100
Timber packer to create fall required for Internal gutter.
Double Glazing Unit. 6mm Glass-12mm Cavity-6mm Glass.
M10 Allen Socket Nut Recessed into Concrete.
d50 Rubber Spacer.
Glass Insulating Unit. (GIU) 6mm glass - 12mm Cavity - 6mm Glass.
102 100
250 244
Resene Cemseal. ConcreteSealant reduces water soaking through porous concrete material.
Rubber Seal
350
M10x45 Countersunk Fixing. With An M10 Countersunk Acetal Bush to gain weathertight standard. M10 Plain Washer 6mm Steel Cleat.
Resene Cemseal. ConcreteSealant reduces water soaking through porous concrete material.
M10 Allen Socket Nut Recessed into Concrete.
ti+1
Glass Connection 1:2
665 Reinforcing Mesh. Rigid Wall-Roof Connection between Cast-Insitu Elements. Reinforcing roof starters form rigid connection. Reinforcing As required by structural engineer. Reinforcing as required by Structural Engineer. ASTM C-578 Type IV - Extruded Polystyrene Insulation
ti+4
Roof-Path Connection 1:5
Thermomass Fiber Composite Connector
Bonded Glass Connection Silicone seal
250mm Thermomass Insulated Concrete Wall System.
6mm Frosted Glass. Sacrificial Ply 15mm Structural Glazing
Glass Insulating Unit. (GIU) 6mm glass - 12mm Cavity - 6mm Glass.
ti+3
15mm Structural Glazing
Wall-Roof Rigid Connection Parrallel Flange Channel
1:5 Reinforcing as required by structural engineer. Hilti Chemical Bonding Agent. HIT Hy-10 Adhesive. Two Part Adhesive for anchoring into solid concrete and masonary material.Forms a rigid connection between steel angle and concrete wall.
Rubber Spacer. M10x45 Countersunk Fixing. With An M10 Countersunk Acetal Bush
4mm Neoprene
Stormtech Allprof 250DG Perforated Drain Cover. Stainless Steel Gutter TImber Packer to give gutter Fall 223 250 111 100
Reinforcing as required by Structural Engineer.
Resene Cemseal. ConcreteSealant reduces water soaking through porous concrete material.
Double Glazing
1.5mm Cavity
M16 Bolt
120 x 75mm Steel Angle 6mm Steel Fixing for Structural Glass Joist Transverse Beam, 300Plus Bluescope Steel 410UB53.7 Section, rigidly connected at longitudinal walls
M12 Bolt With Stainless Steel Cover 18mm laminated Structural Glass Joist @1000mm Crs.
Transverse Beam, 300Plus Bluescope Steel 410UB53.7 Section, rigidly connected at longitudinal walls
Transverse Beam, 300Plus Bluescope Steel 410UB53.7 Section, rigidly connected at longitudinal walls Fillet Weld Connection Welded Connection between Steel Angle and the Flanges and Web of the Steel Beam. Steel Angle temporarily supports steel beam befor it is rigidly connected by a weld to the steel beam. Thermomass Fiber Composite Connector 250mm Thermomass Insulated Concrete Wall System. ASTM C-578 Type IV - Extruded Polystyrene Insulation
ti+2
Wall-Beam rigid connection 1:5
detail
ti+7
Internal Gutter 1:5
ti+8
Int./Ext. Path Connection 1:5
ti+3
ti+4
sheet 3
Reinforcing as required by sructural engineer
sheet 3
9000
Level 4
ASTM C-578 Type IV - Extruded Polystyrene Insulation Thermomass Fiber Composite Connector Reinforcing as required by structural engineer 250mm Thermomass Insulated, Concrete Wall Resene Cemseal. ConcreteSealant reduces water soaking through porous concrete material.
6600
150mm Dynabolt Aluminium Carriage Casing
Level 3
M12 Bolt and Suspended Discs Allow the door to pivot. Carriage Allows Door to Roll Smoothly Toward Westenr Wall Top Seal Aluminium Trim
ti+2
ti+7
sheet 3
sheet 3
ti+8 sheet 3
ti+1 sheet 6
Light Steel Top Track Nominal Width 150x32mm, 0.55 BMT 2.0mm Aluminium Bracket, screwed individually to panels and stud @ 400 crs to suspend panels. Light Steel Lipped Stud 150x35.5mm 0.55BMT
2400
Level 2
50mm Fibreglass Reinforced Concrete Panel
ti+2 sheet 6
50mm Fibreglass Reinforced Concrete Panel
2.0mm Aluminium Bracket, screwed individually to panels and stud @ 400 crs to suspend panels.
ti+1
Pivot-Sliding Door
0
Level 1
ti+3
1:5
Transverse Section 1 : 50
50mm Fibreglass Reinforced Concrete Panel Light Steel Lipped Wall Stud 150x35.5mm, 1.55BMT Washers allows M12 bolt system to pivot M12 Bolt
100mm Fibreglass Reinforced Concrete Panel
Rolling Carriage Aluminium track recessed into concrete slab Slab falls to deflect external water while maintain material continuity. 50mm drop to Stormtech 150AG Grate Stormtech-Allproof Slimline 150DG Drain Slab Falls to Drain
2.0mm Aluminium Z Bracket, screwed individually to panels and stud @ 400 crs, suspend panels. RondoTop Track Nominal Width 150x32mm 0.55 BMT Bottom Seal Aluminium Trim
Reinforcing starters to structural engineers requirements 665 Reinforcing Mesh ASTM C-578 Type IV - Extruded Ploystyrene Insulation through slab 665 Reinforcing Mesh M10 x45 Countersunk Fixing With an M10 Countersunk Acetal Bush . DOuble Glazing Unit 250mm Thermomass Insulated Concrete Floor Slab Damp-Proof Membrane, 0.5mm Polyethelene Sheet 50mm Sand Blinding
Frosted Glass extends to conceal structure. 18mm Laminated Glass Structural Joists. Flush Glass Joins conceal structure.
150mm Compacted Hardfill
Stormtech, Allproof Slimline DG250 Drain Cover Gutter Customised Parrallel Flange Channel Sacrificial Frosted Glass Layer Earth
ti+2
ti+4
3D View path
Steel Angle 2x Structural Glass Layers.
Slab Detail 1:5
detail
3rd year CONSTRUCTION p.2
Completed Oct 2008
A DIVERSE MIXTURE The Arch 341 Construction project two defined a brief that would house the UNESCO exhibition. The CONTENTS exhibition was a temparary instalation that visited COVER PAGE many lacations around the world. As a responce to this SITE PLAN + PERSPECTIVE instalation I designed a number of boxes of a p1 transient PLANS size so as they could be shipped easily. I used p2 standard ELEVATIONS + SECTIONS architectural p3 Wellingtons MATERIALITY SECTION + ELEVATION context as a point of departure into this project. The cladding reflected the city’s diverse p4 ROOF 1 DETAILS architectural context. The exterior cladings expressed p5 STAIR DETAILS solid timber panels through to contemporary permeable p6 ROOF 2 DETAILS steel panels. The detailing visually reflected the change p7 WALL DETAILS in material and responded to the language inherent to its p8 CAVITY SLIDER original and now contemporary use.
S I T E A SITE PLAN SCALE 1:200
CONSTRUCTION NORTH
COVER PAGE
ARCH 341 THOMAS IBBOTSON
300107913 PRO #3
detail
ERIN COLLINS
FOUNDATION PLAN. SCALE 1:100 EXHIBITION SPACE
36 00
G
Piles
860
9 x 20 30
860
8
x 20 30
TOIL ETS 7 86 0 x 20 30
860
4
N
3.1 p6
5.0 p8
16
S ION IBIT EXH
EN AL ER PO E IC FF O
FLOOR PLAN. SCALE 1:100
E PAC
T C JE
1.2 p4
EX HI BIT IO NS PA CE
G
4.4 p7
12 760 x 1980
E
4.5 p7
x 20 30
IO IT IB XH
E AC SP
4.3 p7
RECEPTION
p2
760 x 1980
KITCHEN
DW
STORAGE
PROJECT MANAGER
6
x 20 30
E IC FF O
UP
3.2 p6
T C JE
1.1 p4
20 sqm
PO
860
2.1 p5
00
AL ER
63
EN
p2
2.2, 2.2 p5
3 .3 p6
EXHIBI TION SP AC
E
4.6 p7
Roof Slope
pe Slo of Ro
Ro of S Roof Slope
Roo f Slo pe
lo pe
Roof Slope
f Roo lop e
lo pe
Ro of S
Ro of S
e Slop
ROOF PLAN. SCALE 1:100
Roof Sl ope
CONSTRUCTION NORTH
P A GE O N E
ARCH 341 THOMAS IBBOTSON
300107913 PRO #3
ERIN COLLINS
detail
SECTION
+
ELEVATION OF MATERIAL
SCALE 1:20
150 X 150mm Timber Rafter
12mm Custom Laser cut plwood sheets
12mm Custom Laser cut plwood sheets
Double Glazing Unit
m12 Bolts Steel pile
POSSIBLE MATERIALS
SCALE 1:50
CONSTRUCTION PAGE THREE
ARCH 341 THOMAS IBBOTSON
300107913 PRO #3
detail
ERIN COLLINS
DETAILS 4.0 WALL MATERIALITY DETAILS Double Gazing Unit Steel Parallel Flange Channel sections fix panels Together
DETAIL 4.1
Rubber Seal
150 x 50mm Timber Framing Treatment H3.1 M12 Bolt
SCALE 1:5
Steel Angle Sections used to fix panels to corner structure
5mm Clear Plexiglass
50mm Wide Butyl strip with 10 x 9mm thick compressible uPVC strips attatched
DETAIL 4.2
65 x 65 x 3mm Square Hollow Section
12mm Custom Laser Cut Plywood sheet
Aluminium Sleeve Aluminium Sleeve Spacer
SCALE 1:5
Spacer Retaining Screw
Retaining Screw
Rubber seal
Rubber Seal 5mm Clear Plexiglass
5mm Clear Plexiglass
150 x 150mm Steel Angle
65 x 65 x 3mm Square Hollow Section Thread Welded to SHS For Cladding Fixing Rubber Seal Aluminium plate to conceal and waterproof join
Perforated Aluminium Cladding Aluminium nut to fix cladding to the structure
DETAIL 4.3
SCALE 1:5
DETAIL 4.4
Insulation. Pink Batts R2.2
SCALE 1:5
DETAIL 4.5 12mm Custom Laser Cut Ply Wood Sheet
SCALE 1:5
DETAIL 4.6
SCALE 1:5
12mm Custom Laser Cut Ply Wood Sheet
Cladding. Perforated aluminium sheet or Stretched Aluminium 65 x 65 x 3mm Steel hollow section
150 x 50mm Timber Stud. Treatment H3.1 12mm Custom Laser Cut Plywood Door Panels
Building Wrap Drained and Vented Cavity
5mm Clear Plexiglass
Double Glazing Unit
12mm Ply Wood Sheet
M12 Bolt 150 x 50mm Timber Bottom Plate Treatment H1.2 Damp Proof Coarse 150 x 50mm Timber joists. Treatment H3.1 M12 Bolt. Fixing the structure to the steel piles
Steel Pile
45 x 20 mm timber blocking within door panels Rubber seal or brush Aluminium track to ensure smooth movement of the door 5 degree fall to drain excess water Damp Proof Coarse Ply Wood Flooring Sheets 150 x 50mm Timber joists. Treatment H3.1 M12 Bolt. Fixing the structure to the steel piles Steel Pile
M12 Bolt Timber Blocking Rubber Seal 5 degree fall to drain excess water Damp Proof Coarse
65 x 65 x 3mm Steel Hollow Section
Rubber seal Retaining Screw Spacer Aluminium Sleeve
M12 Bolt 100mm Parallel Flange Channel 100mm Parallel Flange Channel
Ply Wood Flooring Sheets 150 x 50mm Timber joists. Treatment H3.1 M12 Bolt. Fixing the structure to the steel piles Steel Pile
CONSTRUCTION M12 Dynabolts. Fixing Steel pile to concrete wharf
M12 Dynabolts. Fixing Steel pile to concrete wharf
M12 Dynabolts. Fixing Steel pile to concrete wharf
PAGE SEVEN
ARCH 341 THOMAS IBBOTSON
300107913 PRO #3
ERIN COLLINS detail
DETAILS 1.0 PARAPET-DECK DETAILS DETAIL 1.1
SCALE 1:5
DETAIL 1.2. SCALE 1:5 5 Degree Slope
Minimum E2 Requirement
5 Degree Slope
Minimum E2 Requirement
150 x 50mm Timber Top Plate Treatment H1.2
150 x 50mm Timber Top Plate Treatment H1.2
Building wrap
Building wrap
Drained and Vented Cavity
Drained and Vented Cavity
Timber Plywood Sheets
Timber Plywood Sheets
150 x 50mm Blocking
150 x 50mm Blocking
Building wrap
Drained and Vented Cavity Sill tape covering gutter flashing provides water tightness
Building Wrap laps over Butyl Clad Membrane Waterproofing
Gutter Flashing Minimum E2 requirements Building wrap wraps under gutter to provide water tightness Timber Plywood Sheets. Minimum 1.2 Degrees Skeller-up Butyl Clad Waterproof Membrane
12mm Plywood Sheet
Butyl Clad Membrane Waterproofing must lap up the wall 150mm
90 x 50mm Timber Purlin @ 450 Crs
90 x 50mm Timber Purlin @ 450 Crs
Timber Packer
Timber Plywood packer Supports Gutter
Timber Plywood Sheets. Minimum 1.2 Degrees
Adhesive
150 x 50mm Timber Rafter 13mm GIB Plasterboard 45 x 25mm Ceiling Batten @ 600 Crs
Direct fixed 10mm GIB Plasterboard
Insulation R2,2
150 x 50mm Timber Rafter 13mm GIB Plasterboard 45 x 25mm Ceiling Batten @ 600 Crs
Direct fixed 10mm GIB Plasterboard
Insulation R2,2
CONSTRUCTION PAGE FOUR
ARCH 341 THOMAS IBBOTSON
300107913 PRO #3
detail
ERIN COLLINS
DETAILS 3.0 ROOF DETAILS
DETAIL 3. 2 SCALE 1:5 DETAIL 3.1.
DETAIL 3.0
SCALE 1:5
SCALE 1:5
90 x 12mm Timber Packer 90 x 45 Timber Purlin Treatment H1.2 12mm Custom Laser Cut Ply Sheet Makrolon Multiwall Clear 10mm Gauge
5' Minimum slope
Head Flashing
H3.1 Treated Timber packer to form slope
12mm Custom Laser Cut Ply Sheet 70
150 x 50 timber top plate treatment H 1.2
E2. Situation 2 Requires Minimum 70mm Flashing
Building wrap
End Gasket
Makrolon Multiwall Clear 10mm Gauge Tech Screw fixing with Neoprene Washer Timber Blocking. Treatment H1.2
45 x 12mm Timber Packer Drained and vented Cavity
Sill tape lapped over flashing
5mm Hardy Board
H-bar Connection between Makrolon Multiwall Roof sheets End Gasket
150 x 50mm Rafter Treatment H1.2
12mm Custom Laser Cut Ply Sheet
Flashing over Gutter
150 x 50 timber top plate treatment H 1.2
45 x 12 Timber packer Treatment H3.1
Building wrap lapped under gutter for waterproofing Timber packer
Makrolon Multiwall Clear 10mm Gauge
Rubber Seal 90 x 45 Purlin
90mm Skewed Nails Double Glazing Unit
150 x 50 Timber Rafter treatment H1.2
12mm Ply Wood
12mm Custom Laser Cut Timber Ply Wood Sheet
Timber packer
150 x 50 timber top plate treatment H 1.2
90 x 45 Timber Purlin
Rubber Seal
150 x 50 Timber Stud Treatment H 1.2
Timber Packer Gutter 150 x 50 H1.2 Treated Rafter
Double Glazing Unit
12mm Custom Laser Cut Timber Ply Wood Sheet
150 x 50 Timber Stud Treatment H 1.2
CONSTRUCTION P A GE S I X
ARCH 341 THOMAS IBBOTSON
300107913 PRO #3
ERIN COLLINS detail
DETAILS 5.0
CAVITY SLIDING DOOR
SCALE 1:5
90 x 12mm Timber Packer
DETAIL 5.1 SCALE 1:5
90 x 45 Timber Purlin Treatment H1.2 12mm Custom Laser Cut Ply Sheet Makrolon Multiwall Clear 10mm Gauge Head Flashing
End Gasket
Timber Blocking. Treatment H1.2
150 x 50mm Rafter Treatment H1.2
150 x 50 timber top plate treatment H 1.2
Carriage M12 Bolt
Aluminium Casing 45 x 20mm Timber Framing 12mm Plywood Sheet Timber Stud For fixing
DETAIL 5.3
SCALE 1:5
Timber Dwang
150 x 50mm Timber stud treatment H3.1 12mm Custom Laser cut Plywood Sheet
Aluminium stud
Rubber Seal for Water Tightness Crs
Cavity
Timber Packing
Double Glazing Unit
Timber Stud
Rubber Seal or Brush for Weather Tightness
DETAIL 5.2 SCALE 1:5
12mm Custom Laser cut Plywood Sheet
12mm Custom Laser cut Plywood Sheet
12mm Custom Laser cut Plywood Sheet
12mm Plywood Sheet Plywood flooring fixed by Screws at 300 Crs Fixing: 2 x Skewed nails 600 crs or every floor joist
Custom Laser cut Plywood Door Panels
90 x 50mm Timber framing over floor joists supports the elevated floor 150 x 50mm Timber Floor Joist. Treatment H3.1
Rubber seal or brush for water tightness Aluminium track to ensure smooth use and movement of the door
45 x 20 mm Timber blocking within door panels
5 degree fall to drain excess water Damp Proof Coarse Plywood Flooring Sheets 150 x 50mm Timber joists. Treatment H1.2 M12 Bolt. Fixing the structure to the steel piles
Steel Pile
CONSTRUCTION M12 Dynabolts. Fixing Steel pile to concrete wharf
PAGE EIGHT
ARCH 341 THOMAS IBBOTSON
300107913 PRO #3
detail
ERIN COLLINS
POWER POLE
CONSTRUCTION
ARCH 341 300107913
A
A
ERIN COLLINS PLAN VIEW
Completed Sep 2008
5' Minimum slope
H3.1 Treated Timber packer to form slope
3rd year CONSTRUCTION p.1
THOMAS IBBOTSON
E2. Situation 2 Requires Minimum 70mm Flashing
Building Wrap
Minimum 35mm Gap
Minimum 75mm Cover
Lap building wrap or sill tape over flashing Nc134P Vented Base Channel Fixing Shown Staggered.
NC226 Impervious barrier (MDPE or similar) Between batten and cladding.
Minimum 200mm Flashing
Nu-Wall Aluminium Cladding. Vertical Orientation.
Purlin Rafter
Drained and vented cavity Ceiling Batten GIB Plaster Board
DETAIL # ONE SCALE 1:5 VERTICAL CLADDING OVER DRAINED AND VENTED CAVITY PARAPET FLASHING.
Building Wrap Drained and vented cavity NC226 Impervious barrier (MDPE or similar) Between batten and cladding. NC203 Universal Fixing Bracket Ply Wood Flooring Nu-Wall Aluminium Cladding. Vertical Orientation. Nc134P Vented Base Channel Fixing Shown Staggered.
194 x 47mm Floor Joist
Ceiling batten GIB Plaster Board
5
50mm Flashing 5mm Minimum Anti Capillary Gap Nu-Wall Aluminium Cladding Horizontal Orientation. NC226 Impervious barrier (MDPE or similar) Between batten and cladding.
DETAIL # TWO SCALE 1:5 INTER-STORY JUNCTION.
NC226 Impervious barrier (MDPE or similar) Between batten and cladding.
150 x 50 mm framing
Building Wrap
Drained and vented cavity R 2.2 Insulation NC204 8g csk screw NC203 Universal Fixing Bracket
2.5 x 30 mm Hot Dip Galv. Clout @ 600 Crs
150 x 50 mm Timber Framing Bottom Plate Damp Proof Coarse 665 Reinforcing Mesh
100
50 mm Min . Variable up to 105 mm to Facilitate alignment with window sill head.
50
NC101 Starter Strip
20 MPa Concrete
100 mm Minimum to permanent paving. Permanent paving
Damp Proof Membrane
6
6mm Offset
DETAIL # THREE SCALE 1:5
Project One for Arch 341 Construction provided a simple task in detailing. My previous construction experience was integral to the understanding of the material I choose to detail.
HORIZONTAL CLADDING OVER DRAINED AND VENTED CAVITY WALL / FLOOR JUNCTION.
My detail drawings expressed the cladding being used in two different orientations and identified the need for a flashing at the point they met. detail
TRUSS HOUSE 1
2 800
2000
190 700
1600
2400
340
600 F
3
4
1400
2400
1200 180
C 0193
1200
955
4170 500
0193
4000
1275
760 DOOR
800 90 620
SMOKE ALARM
760 DOOR
12.2 SQM
1600
W5
W11 760 DOOR
8
9 10 11 12 13 14
760 DOOR
BEDROOM #1
EXTRACTER FAN TO BE INSTALLED AT DIA 100mm, 85m3/HR
W11
0193
1600 27.8 SQM
760 DOOR
190
1000
LIVING
TOILET 2.2 SQM
1400
2200
800
900
900
5200 2600
SMOKE ALARM
WH
E
600
600
16.4 SQM
INTERGRATED FRIDGE
1000
LIVING FLAME GAS FIRE SEE SPEC.
A
MASTER BEDROOM
INTERGRATED FREEZER
W7
W6
2600
B FULL HEIGHT CABINETRY TYP.
0193
1000
STAINLESS STEEL BENCH WITH CABINETS BELOW
15 SQM
22.6 SQM
EXTRACTER FAN TO BE INSTALLED AT DIA 100mm, 85m3/HR
3000
DINING
5.2 SQM
760 DOOR
3200
ENSUITE
760 DOOR
B
1000
W9
KITCHEN
1000
W8
2000
W7
C
W10
800
1000
D
D
0193
0193
A 190
400
2825
2400
3415
675
2310
1090
6400
1140
1000
11000
1
FIRST FLOOR PLAN SCALE 1:50
3
4
400
1200
2400
2000
400
500
C 0193
190
6400
2 F 0193
270
3170
W2
1200
800
D W3
BEDROOM #2 13 SQM
C
B
A
GARAGE
W1
2400
5000
3000
0193
4010
EXTRACTER FAN TO BE INSTALLED AT DIA 100mm, 85m3/HR
0193
7200
27.2 SQM
BATHROOM 990
1400
11.3 SQM CAPRI R OIL FIRED BOILER SEE SPECS
LAUNDRY 3600
2.8 SQM
SMOKE ALARM
3
4
5
6
E
D
D1
0193
BUNDED 950L DEISEL TANK
0193
GAS BOTTLES
1090 4800
W4
1090
2200
1110
EXTRACTER FAN TO BE INSTALLED AT DIA 100mm, 85m3/HR
1200
2
400
1
A
900
12 SQM
1600
B
D2
ENTRANCE
1000
600
1500 2800
6400
11000
1110
2700
800
400
2000
400
GROUND FLOOR PLAN SCALE 1:50
6400
23800
construction
DRAWING NAME
GROUND & FIRST FLOOR PLAN
DATE
02/02/2009
PROJECT NAME
SHALLARD HOUSE
SCALE
AS SHOWN @ A1
PROJECT LOCATION
LOT 3, 272 PENINSULAR ROAD, KELVIN HEIGHTS SHEET
1 OF 1
DRAWING NUMBER
0191-B
DRAWINGS BY
THI
7m HE IGHT PL ANE AT EA
ST EL
EVATIO N
SOUTH BOUNDARY
TOP OF BUILDING SOUTH BOUNDARY
113550
LEVEL LEVELONE. ONE 110620
EXISTING GROUND LVL AT WEST ELEVATION EXISTING GRD
FFL. FFL
FGL FGL.
107950
107850
EAST ELEVATION SCALE 1:50
WEST ELEVATION SCALE 1:50
TOP OF FOOTING 106550
EXPOSED STEEL TRUSS FINISH SPACED CEDAR BATTEN OVER BATHROOM WINDOW
TOP OF BUILDING
T PLANE 7M HEIGH
113550
EAST BOUNDARY
COERTEN BOX WINDOW SURROUNDS TYP. FIXED TO BLOCKWORK
LEVEL LEVELONE. ONE 110620 EXPOSED 20 SERIES SEALED CONCRETE BLOCK FINISH
FGL 107850
FFL. FFL
FGL FGL.
107950
107850
FI NIS
EXISTING
UND GRO HED
LEVE
L
TOP OF FOOTING 106550
VATION NORTH ELE LEVEL AT GROUND
CEDAR WEATHER BOARD FINISH ON BACK WALL
COLOURSTEEL RAINHEAD C/W OVERFLOW TYP.
NORTH ELEVATION SCALE 1:50
DIA. 80 COLOURSTEEL DOWNPIPE TYP.
EAST BOUNDARY
EXISTING GROUND LVL AT SOUTH ALEVATION
DRAWING NAME
ELEVATIONS
DATE
02/02/2009
PROJECT NAME
SHALLARD HOUSE
SCALE
AS SHOWN @A1
EXISTING GROUND LEVEL AT SOUTH ELEVATION
PROJECT LOCATION LOT 3, 272 PENINSULAR ROAD, KELVIN HEIGHTS SHEET
DRAWING NUMBER
192 0192-A
SOUTH ELEVATION SCALE 1:50
DRAWINGS BY
THI
1 OF 1
construction
Construction Process
Location: Kelvin Heights, Queenstown Designed: Guy Shallard Drawn: Thomas Ibbotson Constructed: Guy Shallard & Thomas Ibbotson Completed: Oct 2009 Area: 240 sqm
construction
My involvement in this project included design input, architectural drafting, and construction. Over a number of holidays from architecture school I was on site and participated in the set-out, construction of the footings, concrete floor slab, level 1, roof level, and finishing details. This project was extremely challenging and I have benefitted from the opportunity to construct from the plans I had previously drawn.
Completed Project
The complete project reflects the clients background in engineering. Two solid blocks brace a suspended bridge between. Not only is the large trussed bridge an exciting design feature, it provokes expansive views to the lake in-front. While the suspended bridge encloses the living area, it provides a sheltered and shaded outdoor area directly below perfectly suited to the areas dry hot summers. Materiality has been carefully considered throughout the project as the glass in the trussed living section promotes transparency and the concrete blocks that define the private areas promote solidity.
construction
NATH’S HOUSE
construction
construction
Construction Process
Location: Lake Hayes, Queenstown Designed: Guy Shallard Drawn: Guy Shallard Constructed: Guy Shallard & Thomas Ibbotson Completed: Feb 2009 Area: 110 sqm
construction
My involvement in this project started immediately after the floor slab had been poured and I remained on site until construction was complete. I was involved in all aspects of the construction including framing, roofing, cladding, connecting the building to services, and finishing. This project was an exciting challenge. The scale was ideal to grasp the many complexities of construction and the project incorporated a variety of challenges as concrete, masonary block, timber, steel and glass were all employed.
Completed Project
The complete project reflects the young clients desire for something different. This small two bedroom house is not limited to the clients needs, it is a provocative use of both site and budget. The dynamic form becomes expansive when inhabited as three external facades of the living area open completely to the deck and section extending the boundary between inside and out; perfect over the hot summer months. Huge box beams cantilever over the deck further extending the perimeter of the building to be filled with louvres to mediate the intense sun.
construction
WHITE HOUSE
construction
construction
Completed Project
Location: Kelvin Heights, Queenstown Designed: Guy Shallard Drawn: Guy Shallard Constructed: Guy Shallard & Thomas Ibbotson Completed: July 2008 Area: 220 sqm
construction
My involvement in this project started on site immediately. After clearing the section, major excavation was required at the rear of the site to ensure solid footings were placed and the building was tied back into the rock. These complex series of footings were integral to the success of the building and accuracy was paramount. The floating volume of steel was positioned on the front columns and was later anchored back to the rock below through the series of footings we had previously constructed. My involvement finished at the completion of floor level.
Lat Forty-Five has never been shy of steep, rugged sites. The completed project expresses a dynamic form as the catilever appears to float above the passing traffic below. Suspended high in the air, the flat geometry exagerated by the visible underside of this box emphasises the jagged plane of the natural landscape falling away below it. In this sense the building acknowledges its imediate context and attempts to draw attention to the unique site as it express the raw aesthetic inherent to the regions landscape.
construction
PERSONAL INTERESTS Photography
personal interests
Sport
Thomas Ibbotson phone: 0404 023 952 email: thom.ibbotson@gmail.com personal interests