Frano Bazalo - Portfolio

A CB D E F A CB D E F A CB D E F A CB D E F

5

6

3

4

2

1

7

8

TOP TUNINGblahd werevevwv efvef efvefvefv efvefvefv efvef f efve efveofjkvdfvkldjf kdlfj dkl jdkfjekfvjkvjsvjskvjdfkv-jsdfvksjfvkdfjvdkfvjdkfvjdfk djfv-jevoerjklvdfv blahd werevevwv efvef efvefvefv efvefvefv efvef f efve efveofjkvdfvkldjf kdlfj dkl jdkfjekfvjkvjsvjskvjdfkvjsdfvks-jfvkdfjvdkfvjdkfvjdfk djfvje-voerjklvdfv blahd werevevwv efvef efvefvefv efvefvefv efvef f efve efveofjkvdfvkldjf kdlfj dkl jdkfjekfvjkvjsvjskvjdfkvjsd-fvksjfvkdfjvdkfvjdkfvjdfk djfv-jevoerjklvdfv blahd werevevwv efvef efvefvefv efvefvefv efvef f efve efveofjkvdfvkldjf kdlfj dkl jdkfjekfvjkvjsvjskvjdfkvjsd-fvksjfvkdfjvdkfvjdkfvjdfk djfvje-voerjklvdfvrvefvefvefvfvdefvdf-

EXISITING RETAIL EXISITING RETAIL RET

longitudinal section 1:50

EXISITING RETAIL

EXISITING RETAIL EXISITING RET

EXISITING RETAIL

OFFICE

CUTtoFORMThe design is based on creating an expanding form from a 2D surface. The final design was de-rived from the experimentation with the reaction of surfaces after various cuts, scores and folds.

The idea is that this portable roof structure can be transported to site as one sheet of fabric and expanded into a 3Dimensional form simply through appling a tensioning force to its nucleus. It is the size and shape of the cuts along with a force which dictate the form the roof takes.

Conceptually this project was about cre-ating form from a 2D surface. In order to create the forms which are archived in scale with paper, a canvas of medi-um thickness is required for fabrication at 1:1. Laminated sailcloth provides the properties required allowing the fluid

steel tube base ring

laminated sailcloth

stitching encasing the base ring to the membrane

force applied to small ring

tension

concrete shell

steel reinforcing

membrane

mesh partition

rst oor

upper oors

unprogrammed cells

oce space

shared space

gallery space

supermarket

INTERIOR PVC LAYER

POLYESTER BASE FABRICHIGH TENSILE TEAR STRENGTH

WHITE EXTERIOR PVC LAYER

CUBA

STR

EET

GHUZNEE STREET

LEFT BANK ARCADE

VICT

ORIA

STRE

ET

CUTtoFORMThe design is based on creating an expanding form from a 2D surface. The final design was derived from the experimenta-tion with the reaction of surfaces after various cuts, scores and folds.

The idea is that this portable roof structure can be transport-ed to site as one sheet of fabric and expanded into a 3Dimen-sional form simply through appling a tensioning force to its nucleus. It is the size and shape of the cuts along with a force which dictate the form the roof takes.

Conceptually this project was about creating form from a 2D surface. In order to create the forms which are archived in scale with paper, a canvas of medium thickness is required for fabrication at 1:1. Laminated sailcloth provides the properties required allowing the fluid response required to extrude the form while the canvas weave provides enough resistance to hold the desired form when

WALL PANELS

top plate

1

2

3

4

6

5

78910

100x100 bearers

75x50mm joists

1200

1200

380

Fig. 1

PINEHAVEN KIT-SET STUDIOThe design is based on creating an expanding form from a 2D surface. The final design was derived from the experimentation with the reaction of surfaces after various cuts, scores and folds.

The idea is that this portable roof structure can be transported to site as one sheet of fabric and expanded into a 3Dimensional form simply through appling a tensioning force to its nucleus. It is the size and shape of the cuts along with a force which dictate the form the roof takes.

Conceptually this project was about creating form from a 2D surface. In order to create the forms which are archived in scale with paper, a canvas of medium thickness is required for fabrication at 1:1. Lnse required to extrude the form while the canvas weave provides enough resistance to hold the desired form when tension is applied.

Built Studio

locking bolt attached onto perimeter girts

detactable covers concealing panel attachment are removed to attached / detach the whole panel

perimeter .... (I beam) girts attached to the vertical frames provide structure to attached panels to

surface timber veneered panels (acording to acoustic recommendations) mounted onto 12mm plywood panel

type 1 panelsat timber veneered panels acoustically insulated

type 2 panelsat timber veneered panelsacoustically insulated

type 3 panels (x 15)tilted timber veneered panels with top sections perforated for acoustic absorption. special xing on every 3rd panel which conceal air conditioning units

type 4 panels (x 15)tilted timber veneered panels with top sections perforated for acoustic absorption

type 5 panels (x 15)at timber veneered panels heavily perforated for acoustic absorption

type 6 panels (x 15)at timber veneered caps for perimeter ring

wall modules attached to girts.each panels is angled to allow forthe panels around it to be removed

I beam girts connect panels to the frames

wall cavity reducedby 200mm

168 CHS

UC frame

detatchable timber panel.can be removed to accessthe panels fastening

panel fastneing detail.locking bolt to allow the bolt to be un-done from one side.

steet UC frame

steel perimeter girt

18mm plywood backing

PRE-FAB CONSTRUCTIONSUPREME COURT

This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf

This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in thecourt dome. ALong

type 1 panelsat timber veneered panels acoustically insulated

type 2 panelsat timber veneered panelsacoustically insulated

type 3 panels (x 15)tilted timber veneered panels with top sections perforated for acoustic absorption. special xing on every 3rd panel which conceal air conditioning units

type 4 panels (x 15)tilted timber veneered panels with top sections perforated for acoustic absorption

type 5 panels (x 15)at timber veneered panels heavily perforated for acoustic absorption

type 6 panels (x 15)at timber veneered caps for perimeter ring

detail 5page foursection of wall showing panelsand xings



PRECAST CONCRETE INTERSPAN FLOOR SYSTEM

UC frame

lock seam diamond copper tiles onunderlay on 3x6mm plywood lining on18x80mm plywood packers on curved 47.6x1.6mm CHS girts on 140x6mm MS cleats welded to CHS frames

2x13mm gib plasterboard on 35x90mm timber packers on curved 47.6x1.6mm CHS girts

insitu concretering beam

prefabricated timberveneered panels

insulation

R 9645 PFC outrigger

R 10245 CHS frame

UC KneeRL 08.55

UC frame

plywood LVL elliptical girts attached to the PFC outrigger


florescent light fitting


bracket detail168 CHS

lock seam diamond copper tiles on underlay on 3x6mm plywood lining on 18x80mm plywood packers on curved 47.6x1.6mm CHS girts on 140x6mm MS cleats welded to CHS frames

bracket

elliptical LVL girt

PFC outrigger

prefabricated timberveneered panels with acoustic insulation


form light recess with18mm plywood shaped to wall profile

stone flooring on mortar bed

rolled edge of copper tiles and fixing clips

acoustic sealant

25mm fibrous plaster


UC frame

lock seam diamond copper tiles onunderlay on 3x6mm plywood lining on18x80mm plywood packers on curved 47.6x1.6mm CHS girts on 140x6mm MS cleats welded to CHS frames


insitu concretering beam


insulation

R 9645 PFC outrigger

R 10245 CHS frame

UC KneeRL 08.55

UC frame

plywood LVL elliptical girts attached to the PFC outrigger


florescent light fitting


bracket detail168 CHS

lock seam diamond copper tiles on underlay on 3x6mm plywood lining on 18x80mm plywood packers on curved 47.6x1.6mm CHS girts on 140x6mm MS cleats welded to CHS frames

bracket

elliptical LVL girt

PFC outrigger



form light recess with18mm plywood shaped to wall profile

stone flooring on mortar bed

rolled edge of copper tiles and fixing clips

acoustic sealant

25mm fibrous plaster


bracket

elliptical LVL girt

PFC outrigger



PVC outrigger attached to a bracket which is fastened to the girt

detatchable timber panel.can be removed to accessthe panels fastening

small tack to hold the loose panel in plan

panel fastneing detail.locking bolt to allow the bolt to beun-done from one side.

steel brack attached to the girt

outer moire screen layerhorizontal steel slats

roof systemopen web joists / transfer trusses + rafters

primary structure: cross bracingexoskeleton structural systemcompression + tension cross-bracingdesigned to resist lateral, torsional + gravity loads

inner moire skinsteel ribbons organically wrapping form

third oor-teaching facilities-tutorial rooms-post-grad facilities-auditorium fourth tear

second oor-library -computer room-keyboard room-teaching facilities-tutorial rooms-sta oces-auditorium third tear

rst oor-library -computer room-keyboard room-teaching facilities-tutorial rooms-sta oces-auditorium second tear

ground oor-library -cafe-public thoroughfare / atrium-reception-sta oces-auditorium rst tear-small auditorium

sub one- auditorium support areas-back stage- space-recording studios-dressing rooms

ghuznee street

leed

s st

reet

cuba

stre

et

cuba

stre

et

mar

ion

stre

et

dixon street

tara

naki

stre

et

furn

ess

lane

york street

manners street

swan lane



This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for

ticketing

south-bound

north-bound

manners north entry/exit

ticketing

south-bound

north-bound


site analysis

south bound tracnorth bound trac

N

in-bound lineout-bound line N

pedestrian site study

N

Target Acoustic Range

55 dB A

50 dB A

60 dB A

65 dB A

KeyPlatform.65 dBa is the low end of noise pollution from a light rail trainThis means that the platform can not be below this while a train is present.

Ticketing KioskAS/NZS.2107:2000 states that a ticketing area should not exceed 55 dBa. To reduce excess levels of noise and reverberation, the ticketingbooth has been partitioned off and located above the platform.

Suspended WalkwayHelps absorb sound, reducing reverberation times.

Multipurpose Space.Partially closed off from the main platform to provide an area with slightly more comfortable acoustic levels of 60dBA without closing off the whole space. The indented variations in form work help reduce reverberation.

Toilets.Closed off from the sources of noise pollution so is capable of maintainThe standards of 55dBA outlined by AS/NZS.2107:2000.

Thermal + Lighting Performance.

8am + 4pm Summer - Illumination + Insolation. At 8am and 4pm, the sun is at lower angles (especially winter). As the sun is the main source of illumination and thermal gain, it was important to optimise this light. Part of the design intention of the roof is to allow the penetration of light when the sun is at low angles. The 8am + 4pm diagram shows the thermal spread is less consistent compared to the 12pm temperatures and levels of illumination. However this variation would be larger if the roof was at.

The diagrams double as thermal radiation grids as well as Illumination levels (Lux). They closely interrelate in this scheme as the main thermal gains are from the sun.

12pm Summer - Illumination + Insolation.The large area of skylights in the roof allow for the station to be illuminated and heated by solar gain. The curving roof reduces the direct sunlight and still allows a diused day light in the peak hours. (See diagram). The platform area is the lightest and therefore the warmest as it is exposed to the high sun, whereas the bathrooms at either ends are cooler as they are covered. The design optimises of the solar lighting and heating capabilities, providing sucient natural light to illuminate and heat the station during day light hours meeting the AS/ standards.

0900

1200

1600


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600

female bathroommale toilets

out bound platform

mezzanine walkway

manners south entry/exitmanners north entry/exitmanners street

ticketing

victoria street

1 : 200 Section 1.

manners underground light-rail hubskeleton leaf

1

2

N

3

victoria st north bound bus lane.

willis st southbound bus lane.

Bond st.Willis st.

Victoria st.

St Hill st.

Proposed Scheme

N

plan: 1 : 250level : platform

1 : 200 Section 2.

Sub 3500 millimeters. Suspended walkway

Sub 500 millimeters - Suspension Members

Sub 5000 millimeters.



Grade 0 millimeters - Roof Structurevictoria st.entry/exitconcrete foot path surfacesteel beamsglass skylights

entry/exit ramps

Steel I beams w. concrete finishPin joint to suspended walkway from roof structure.

See Detail One for more information

Ticketing Kiosk

Suspended Walkway

Final descending ramp to platform

Toilets found at both ends

Bench seats

North-bound line

South Bound Line

process of deterioration where the leaf sheds the green bres leaving the skeleton structure behind.

Detail. 1 : 5 Pin Joint connection to suspension members

Sectioned Floor Plans 1:500 N

archi 212. frano bazalo 300157293

path of rai

n water

each window portion is slanted at least 5 degrees to one

corner, where a drainage holes allows the storm water to drain out to the sides of the surface to standar street drains.

storm water drainage







entry/exit ramps

Steel I beams w. concrete finishPin joint to suspended walkway

from roof structure. See Detail

One for more information

Ticketing Kiosk

Suspended Walkway



Bench seats

North-bound line

South Bound Line

Target Acoustic Range 55 dB A50 dB A 60 dB A 65 dB AKey

Platform.65 dBa is the low end of noise pollution from a light rail trainThis means that the platform can not be below this while a train is present.









MANNERS UNDERGROUNDThis assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf

This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in thecourt dome. ALong with full contrustion drawings..... .efvqefkvjfvjf

ticketing

south-bound

north-bound


site analysis


N



N


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600


out bound platform

mezzanine walkway


ticketing

victoria street

1 : 200 Section 1.


1

2

N

3



Bond st.Willis st.

Victoria st.

St Hill st.

Proposed Scheme

N


1 : 200 Section 2.







entry/exit ramps



Ticketing Kiosk

Suspended Walkway



Bench seats

North-bound line

South Bound Line





path of rai

n water




Target Acoustic Range 55 dB A50 dB A 60 dB A 65 dB AKey

Platform.65 dBa is the low end of noise pollution from a light rail trainThis means that the platform can not be below this while a train is present.









ticketing

south-bound

north-bound


site analysis


N



N


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600


out bound platform

mezzanine walkway


ticketing

victoria street

1 : 200 Section 1.


1

2

N

3



Bond st.Willis st.

Victoria st.

St Hill st.

Proposed Scheme

N


1 : 200 Section 2.







entry/exit ramps



Ticketing Kiosk

Suspended Walkway



Bench seats

North-bound line

South Bound Line





path of rai

n water




ticketing

south-bound

north-bound


site analysis


N



N


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600


out bound platform

mezzanine walkway


ticketing

victoria street

1 : 200 Section 1.


1

2

N

3



Bond st.Willis st.

Victoria st.

St Hill st.

Proposed Scheme

N


1 : 200 Section 2.







entry/exit ramps



Ticketing Kiosk

Suspended Walkway



Bench seats

North-bound line

South Bound Line





path of rai

n water




ticketing

south-bound

north-bound


site analysis


N



N


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600


55 dB A

50 dB A

60 dB A

65 dB A










0900

1200

1600


out bound platform

mezzanine walkway


ticketing

victoria street

1 : 200 Section 1.


1

2

N

3



Bond st.Willis st.

Victoria st.

St Hill st.

Proposed Scheme

N


1 : 200 Section 2.







entry/exit ramps



Ticketing Kiosk

Suspended Walkway



Bench seats

North-bound line

South Bound Line





path of rai

n water




Earthquakes are an inevitable process of energy release, constantly re-forming the fragile surface we live on. These sudden moments in time help form our history through modification, destruction and devastation. There are usually three stages resulting from the impact of an earthquake, which are symbolically represented through the three seismically separated buildings (allowing it to rupture and subduction of the building to occur). The first stage is the initial event, expressing a sense of shock and uneasiness through entering the building. The second building houses the permanent exhibitions and portrays the subsequent realisation of the devastation from the major events, while the third building leads onto recovery and regeneration of the destruction caused by these events.

Structure Earthquakes are a natural process and consequent devastation is usually caused by failure of un-natural human interventions.The structure of the building thereby has looked to nature for influence, such as the Euplectella aspergillum (cylindrical sponge) which generates and organises a complex network of spicules that support its structure. The language of the building is generated by uniting the harsh earthquake-influenced angled structural frames with an organic twist inspired by how nature scripts itself to produce a customised structure in order to survive.

1.

2.

3

45

6

7

89

10

1112

13

1415

16

17

18

19

21

20

23

20

16

17

18

19

153

24

26 27 28

29

3

3130

37

34

33

32

10

10

35

36

40

38

39

41

42

43

44

45

24

23 47

20

46

1. Entrance foyer

2. Info

3. Main atrium

4. Restaurant

5. Kitchen

6. Shop

7. Disabled WC

8. Woman's WC

9. Men's WC

10. South end lift

11. Wellington Earthquake

12. Memorial

13. Memorial lookout bridge

14. Service core

15. Intermediate space

16. Womens WC

17. Men's WC

18. Disabled WC

19. North end lift

20. Minor exhibitions

21. Christchurch Earthquake

22. Main exit

23. Future exhibition space

24. Look-out landing

25. Over bridge

26. Minor event

27. Napier Earthquake

28. Lecture theatre foyer

29. Temporary exhibition spaces

30. Sta room

31. Open plan oces

32. Reception

33. Private oce 1

34. Private oce 2

35. Meeting room 1

36. Meeting room 2

37. Storage

38. Women's WC

39. Men's WC

40. IT room

41. Security

42. Atrium landing

43. Lecture theatre

44. Over bridge

45. Seminar room

46. Educational space

47. Lookout over future exhibition

22

25

25

level three - 4000 - 8500mm

level two: 1500 - 4000mm

level one: 0 - 1500m

Floor Plans - 1:250

level one

level two

level three

moment frames

shell

braced frames

section A-a

main atrium

front entrance

exhibition space

memorial

section A-a

main atrium

front entrance

exhibition space

memorial

0

1500

-1500

3000

4500

6000

9000

ground level

second level

third level

roof height

north-west (waterloo quay) elevation 1:250

Secton-2

1:10

Precast Deck Cover Plate RC Beam

395x230x20 PL

12mm Gusset

20 PL Weld Plate 4-DH16 Anchors

End of Box Beam

300

100 100

Extent of Precast Deck

Cover Plate

RC Drag Beam

Gussets

Detail - Plan Bridge Conection-A

1:10

Section - Bridge Conection-3

1:10

200 Pin G690 2-30 PL G300 Stieners 3-275x25 PL G300 940 Long through PC Beam Type 7

24 - DH32 Starters 2500 Long 10mm Fillet Weld all RoundEX 625x70 PL G690

204 Hole

2 -EX 625x35 PL G690200 Hole

3 - 325x25 PL 350 Long

550x550 Box Section

66-No. 19 Shearstuds @150 Centres(30 Top/30 Bottom) each end of box section

25mm Plate G300 Full strength Butt Weld to all adjoining Plates

25mm Plate G300 Full strength Butt Weldto all adjoining Plates

675

100Cover Plate

Remove top of box section for bridge installation.Full strength butt weld re-weld after installation

24-DH32 Starters2500 Long 10mm llet weld all round

500

300150 Slab

RC Drag Beam

Precast Beam - (Reinforcing shown Indicative Only)

1500

Organisation

Victoria University of WellingtonSchool of Architecture

Drawing Number:

Title:

Bridge Conection Details

11

Project:

New Zealand Earthquake Museum

Paper:

SARC 321 - ConstructionProject Two

Reference Notes:

Bridge details based on the Wellington BNZ construction drawings

(drawing number: 5291020 - S0630) and adapted to t project

Scale:Original Scale

@ A2: 1:10

Drawn by:

Frano Bazalo300157293

Date:

15 - 10 - 2011

Tutor:Simon Twose

Organisation


Page Number:

Title:

Longatudinal Sections

4

Project:


Paper:


Reference Notes:


@ A2: 1:100

Drawn by:


Date:

01 - 10 - 2011

Tutor:Simon Twose

Section - Latitudinal21

1:100

E F G H I J K L M N

427mm

63.5mm

F G H I J K L M N O

427mm

63.5mm

0

1800

-1730

3900

5800

7600

11500

ground level

second level

third level

roof height

136

1

91

92

93

71


1:100

auditorium

suspended ceiling

glass canopyglass canopy

expansion coverexpansion cover

stairsstairs

hollowcore 300hollowcore 300

hollowcore 300

hollowcore 300

hollowcore 200

hollowcore 250

base isolator

base isolator

latitudinal concrete beam



seismic void

seismic void

pedestrian bridge

lift shaft

sprial reinforcement

piles driven to bed-rock

concrete poured foundations

Organisation


Detail - Expanstion Joint Cover 1

100 x 100mm #6 Rebar Mesh

12.7mm Centre Post Assembly

Continuous Extruded Aluminium Modular Plate

20mm H.W.H. TEK Screw, Factory Attached as Required

20mm Pan Head S.M.S Factory Attached as Required

Continuous Extruded Aluminium Pan Nosing

25.4

Continuous Sealant and Backer Rod

Fire Barrier - (Product FB-97) (2HR.)

Continuous Extruded Aluminium Turnbar Frame

560mm Steel Channel Turnbar Assembly

Top heat Shield

250mm Blockout Width

240mm Frame Location

6mm x 83mm Hilti Hex Head

8mm x 64mm Expansion Bolt Anchor 460mm

Non-Shrink Grout

Concrete Fill

Continuous Extruded Aluminium Base Frame

427mm

80 x 38mm Flat Head Nylon Nailin, 5 per 3000m

19 o HDPE (High-density polyethylene) Pan Bearing63.5mm

25.4

9.5 x 63.5mm Hex Head Wedge Bolt

4.76 Continuous HDPE Slide Bearing 50mm wide

880

790

760

-1

1:5


6.35mm x 19mm Masonry Anchor 460mm

Continuous Extruded Aluminum Frame

63.5 x 44.5mm Masonry Anchor 610mm


130mm 280mm

Sealant (N.I.C.)


57mm

13mm

1.6mm

13mm

1.6mm

13mm

356mm

394mm

300mm

Concrete Inll12.7mm

12.7mm

686mm wide Polyethylene Vapor Barrier

Extruded Aluminum Hinge Frame

Extruded Aluminium Hinge Nosing

41mm

Continuous Extruded Aluminium Frame

-2

1:2

Drawing Number:

Title:

Seismic Expansions Joints + Covers

12

Project:


Paper:


Project Notes:

Detail One:Product: SSR-1600 W/Fire Barrier 97

Company: CS Expansion joint connectorhttp://www.c-sgroup.com/expansion-joint-covers

/oor-covers/ssr_ssrw

Detail Two:Product: SSRW-700




@ A2: 1:5 + 1:10

Drawn by:


Date:

15 - 10 - 2011

Tutor:Simon Twose

1 2 7 8 9 10

0

1940

-2000

3900

5800

11500

ground level

second level

roof height

Organisation


Drawing Number:

Title:

Latitudinal Section

5

Project:


Paper:


Reference Notes:


@ A2: 1:50

Drawn by:


Date:

01 - 10 - 2011

Tutor:Simon Twose


1:50

21

161

14112

1



Drawings courtosy of Beca Engineering

Louvre System adapted from Zaha Hadids Maxxi Museum.

Detail curtosy of Detail Magazine. 2010 Issue 2 Detail Magazine

Product: SSRW-700Company: CS Expansion joint connector

http://www.c-sgroup.com/expansion-joint-covers/oor-covers/ssr_ssrw

Base Isolator based o Te Papas system

122

83

82

81

adjustable louvre system

seismic pedestrian bridge


base isolatorbase isolator

seismic void

seismic void

reinforced concrete moment frame

parapet

hollowcore 200

suspended ceiling

spiral reinforced piles

concrete foundations

curtain wall



This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf

Organisation



100 x 100mm #6 Rebar Mesh

12.7mm Centre Post Assembly

Continuous Extruded Aluminium Modular Plate

20mm H.W.H. TEK Screw, Factory Attached as Required

20mm Pan Head S.M.S Factory Attached as Required


25.4

Continuous Sealant and Backer Rod

Fire Barrier - (Product FB-97) (2HR.)


560mm Steel Channel Turnbar Assembly

Top heat Shield

250mm Blockout Width

240mm Frame Location

6mm x 83mm Hilti Hex Head

8mm x 64mm Expansion Bolt Anchor 460mm

Non-Shrink Grout

Concrete Fill

Continuous Extruded Aluminium Base Frame

427mm

80 x 38mm Flat Head Nylon Nailin, 5 per 3000m

19 o HDPE (High-density polyethylene) Pan Bearing63.5mm

25.4

9.5 x 63.5mm Hex Head Wedge Bolt

4.76 Continuous HDPE Slide Bearing 50mm wide

880

790

760

-1

1:5


6.35mm x 19mm Masonry Anchor 460mm

Continuous Extruded Aluminum Frame

63.5 x 44.5mm Masonry Anchor 610mm


130mm 280mm

Sealant (N.I.C.)


57mm

13mm

1.6mm

13mm

1.6mm

13mm

356mm

394mm

300mm

Concrete Inll12.7mm

12.7mm

686mm wide Polyethylene Vapor Barrier

Extruded Aluminum Hinge Frame

Extruded Aluminium Hinge Nosing

41mm


-2

1:2

Drawing Number:

Title:

Seismic Expansions Joints + Covers

12

Project:


Paper:


Project Notes:

Detail One:Product: SSR-1600 W/Fire Barrier 97



Detail Two:Product: SSRW-700




@ A2: 1:5 + 1:10

Drawn by:


Date:

15 - 10 - 2011

Tutor:Simon Twose

1 2 7 8 9 10

0

1940

-2000

3900

5800

11500

ground level

second level

roof height

Organisation


Drawing Number:

Title:

Latitudinal Section

5

Project:


Paper:


Reference Notes:


@ A2: 1:50

Drawn by:


Date:

01 - 10 - 2011

Tutor:Simon Twose


1:50

21

161

14112

1



Drawings courtosy of Beca Engineering

Louvre System adapted from Zaha Hadids Maxxi Museum.

Detail curtosy of Detail Magazine. 2010 Issue 2 Detail Magazine

Product: SSRW-700Company: CS Expansion joint connector

http://www.c-sgroup.com/expansion-joint-covers/oor-covers/ssr_ssrw

Base Isolator based o Te Papas system

122

83

82

81

adjustable louvre system

seismic pedestrian bridge


base isolatorbase isolator

seismic void

seismic void

reinforced concrete moment frame

parapet

hollowcore 200

suspended ceiling

spiral reinforced piles

concrete foundations

curtain wall

movable steel bolt allowing 4mm tolerance

structural aluminimum carrier frame

tubular steel structure

tubular steel outrigger

structural silicone to hold glazing unit

vulcanised silicone cover strip - site applied over black silicone seal

10mm toughened glass

steel xing for aluminium framing units

aluminium frame

14mm inert gas space

12.78mm laminated glass

movable steel bolt allowing 4mm tolerance


tubular steel structure

structural silicone to hold glazing unit

vulcanised silicone cover strip - site applied over black silicone seal

10mm toughened glass

steel xing for aluminium framing units

aluminium frame

14mm inert gas space

12.78mm laminated glass

Organisation


Drawing Number:

Title:

Glazing Canopy Structure + joint Details

15

Project:


Paper:


Reference Notes:

Glass canopy structure based on Sir Norman Foster & Partners + YRM

Anthony Hunt Associates - Faculty of Law - University of Cambridge

Sourced from Glass CanopiesAuthor: Maritz Vandenbeg - Detail in Buildings

Published: 1997 - Great Brittian - Sussex - Academy Edition


@ A2: 1:2 + 1:5

Drawn by:


Date:

01 - 10 - 2011

Tutor:Simon Twose

Detail - Glazing Canopy-2

1:5

Detail - Glazing Canopy with structural outrigger-3

1:5Section - Glazing Canopy

-A

1:5

Detail - Glazing Canopy-1

1:2

A

Organisation


Drawing Number:

Title:

Exploded Isometric Canopy Structure

Connection to Glazing

16

Project:


Paper:


Reference Notes:

Glass canopy structure based on Sir Norman Foster & Partners + YRM

Anthony Hunt Associates - Faculty of Law - University of Cambridge

Sourced from:

Glass CanopiesAuthor: Maritz Vandenbeg - Detail in Buildings

Published: 1997 - Great Britain - Sussex - Academy Edition

Working Details 5 Author: Susan Dawson

Scale:Original Scale:

Isometric

Drawn by:


Date:

01 - 10 - 2011

Tutor:Simon Twose

10mm toughened clear glass

14mm air space

12.7mm laminated glass with low E coating

black anodised aluminium edge frame,spaced o carrier with drained thermal break

natural silver anodised aluminium carrier frame into which glazed panels are tted

black vulcanised neoprene striptted over silicone pointingbetween panels

glass factory bonded and sealed to aluminim edge frame with structural silicone

139.7mm steel CHS member

34mm height adjustable steel bolt

serrated washer

M12 bolts

serrated cast steel bracket with slotted holes,welded to 139.7 CHS

M10 locking bolt

treaded collar with 34mm internal and locking nut

427mm

63.5mm

427mm

63.5mm

427mm

63.5mm

427mm

63.5mm

Organisation


Drawing Number:

Title:

Part Sections

5

Project:


Paper:


Reference Notes:

Section One:Glass canopy structure based on

Sir Norman Foster & Partners + YRM Anthony Hunt Associates -

Faculty of Law - University of Cambridge

Sourced from Glass CanopiesAuthor: Maritz Vandenbeg - Detail in Buildings

Published: 1997 - Great Brittian - Sussex - Academy Edition

Section Two:Product: SSRW-700

Adapted / modied to suit buildingSoureced from CS Expansion Joint Connector

Section Three:Product: SSR-1600 W/ FB 97

Adapted / modied to suit buildingSoureced from CS Expansion Joint Connector

Base Isolators based o Te Papas system


@ A2: 1:25

Drawn by:


Date:

15 - 10 - 2011

Tutor:Simon Twose


tubular steel structure (vertical)

tubular steel bracing (diagonal)

laminated glass

Section - Seismic Separation (Ground Level)-3

1:25

Section - Seismic Separation (Level Two)-2

1:25

Section - Glass canopy Roof-1

1:25

Jaydex Sheet Membrane

Concrete Slab Foundation

Spiral Reinforced piles driven to bed-rock (25-30m)

Lead Core

High Density Rubber

Steel Plates

Base Isolators

Expansion Joint

Fire Barrier

Concrete Inl


Hollowcore 300

steel mesh

75mm concrete topping

Reinforced Concrete Beam

Stairs- concrete tread

121

122

tubular steel structure (vertical)

guttter

Reinforced Concrete Beam

Suspended Ceiling

Non-structural concrete wall

Non-structural concrete wall

Vapour Barrier

Continuous Aluminium Frame

Concrete InlPop-up Expansion Joint

152

JIG-SAW TOWERThe design is based on creating an expanding form from a 2D surface. The final design was derived from the experimenta-tion with the reaction of surfaces after various cuts, scores and folds.

The idea is that this portable roof structure can be transport-ed to site as one sheet of fabric and expanded into a 3Dimen-sional form simply through appling a tensioning force to its nucleus. It is the size and shape of the cuts along with a force which dictate the form the roof takes.

Conceptually this project was about creating form from a 2D surface. In order to create the forms which are archived in scale with paper, a canvas of medium thickness is required for fabrication at 1:1. Laminated sailcloth provides the properties required allowing the fluid response required to extrude the form while the canvas weave provides enough resistance to hold the desired form when

M O D E L SA select range of models from three projects included in the portfolio. The three models featured are mainly lasercut presentation model. The jigsaw tower model was a kinetic scale version of the concept to show sequence of assembly and how the joint inlock to hold the strucutre together.

Wellington School of MusicScale: 1:50 Laser cutCardboard + Plastic

NZ Earthquake MuseumScale: 1:50Laser cutAcyrlic, Card + MDF

JIGSAW TOWERScale: 1:50 + 1:20Laser cut

Documents

Frano Bazalo - Portfolio