frano bazalo - portfolio
DESCRIPTION
Frano Bazalo - Portfolio: architectural, design, models, photographyTRANSCRIPT
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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-
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EXISITING RETAIL EXISITING RETAIL RET
longitudinal section 1:50
EXISITING RETAIL
EXISITING RETAIL EXISITING RET
EXISITING RETAIL
OFFICE
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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
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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
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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.
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Built Studio
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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
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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
detail 4page foursection of wall showing panelsand xings
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
2x13mm gib plasterboard on 35x90mm timber packers on curved 47.6x1.6mm CHS girts
florescent light fitting
prefabricated timberveneered panels
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
prefabricated timberveneered panels
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
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
2x13mm gib plasterboard on 35x90mm timber packers on curved 47.6x1.6mm CHS girts
florescent light fitting
prefabricated timberveneered panels
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
prefabricated timberveneered panels
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
PRECAST CONCRETE INTERSPAN FLOOR SYSTEM
bracket
elliptical LVL girt
PFC outrigger
prefabricated timberveneered panels with acoustic insulation
prefabricated timberveneered panels
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
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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
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
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ticketing
south-bound
north-bound
manners north entry/exit
ticketing
south-bound
north-bound
manners north entry/exit
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
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
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.
Sub 6000 millimeters.
Sub 7000 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
Sub 3500 millimeters. Suspended walkway
Sub 500 millimeters - Suspension Members
Sub 5000 millimeters.
Sub 6000 millimeters.
Sub 7000 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
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 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.
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
manners north entry/exit
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
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
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.
Sub 6000 millimeters.
Sub 7000 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
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 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.
ticketing
south-bound
north-bound
manners north entry/exit
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
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
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.
Sub 6000 millimeters.
Sub 7000 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
ticketing
south-bound
north-bound
manners north entry/exit
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
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
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.
Sub 6000 millimeters.
Sub 7000 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
ticketing
south-bound
north-bound
manners north entry/exit
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
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
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.
Sub 6000 millimeters.
Sub 7000 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
-
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
Victoria University of WellingtonSchool of Architecture
Page Number:
Title:
Longatudinal Sections
4
Project:
New Zealand Earthquake Museum
Paper:
SARC 321 - ConstructionProject Two
Reference Notes:
Scale:Original Scale
@ A2: 1:100
Drawn by:
Frano Bazalo300157293
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
Section - Latitudinal22
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
latitudinal concrete beam
latitudinal concrete beam
seismic void
seismic void
pedestrian bridge
lift shaft
sprial reinforcement
piles driven to bed-rock
concrete poured foundations
Organisation
Victoria University of WellingtonSchool of Architecture
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
Detail - Expanstion Joint Cover 2
6.35mm x 19mm Masonry Anchor 460mm
Continuous Extruded Aluminum Frame
63.5 x 44.5mm Masonry Anchor 610mm
Continuous Extruded Aluminium Turnbar Frame
130mm 280mm
Sealant (N.I.C.)
Continuous Extruded Aluminium Pan Nosing
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:
New Zealand Earthquake Museum
Paper:
SARC 321 - ConstructionProject Two
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
Company: CS Expansion joint connectorhttp://www.c-sgroup.com/expansion-joint-covers
/oor-covers/ssr_ssrw
Scale:Original Scale
@ A2: 1:5 + 1:10
Drawn by:
Frano Bazalo300157293
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
Victoria University of WellingtonSchool of Architecture
Drawing Number:
Title:
Latitudinal Section
5
Project:
New Zealand Earthquake Museum
Paper:
SARC 321 - ConstructionProject Two
Reference Notes:
Scale:Original Scale
@ A2: 1:50
Drawn by:
Frano Bazalo300157293
Date:
01 - 10 - 2011
Tutor:Simon Twose
Section - Latitudinal31
1:50
21
161
14112
1
Bridge details based on the Wellington BNZ construction drawings
(drawing number: 5291020 - S0630) and adapted to t project
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
expansion coverexpansion cover
base isolatorbase isolator
seismic void
seismic void
reinforced concrete moment frame
parapet
hollowcore 200
suspended ceiling
spiral reinforced piles
concrete foundations
curtain wall
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
-
Organisation
Victoria University of WellingtonSchool of Architecture
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
Detail - Expanstion Joint Cover 2
6.35mm x 19mm Masonry Anchor 460mm
Continuous Extruded Aluminum Frame
63.5 x 44.5mm Masonry Anchor 610mm
Continuous Extruded Aluminium Turnbar Frame
130mm 280mm
Sealant (N.I.C.)
Continuous Extruded Aluminium Pan Nosing
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:
New Zealand Earthquake Museum
Paper:
SARC 321 - ConstructionProject Two
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
Company: CS Expansion joint connectorhttp://www.c-sgroup.com/expansion-joint-covers
/oor-covers/ssr_ssrw
Scale:Original Scale
@ A2: 1:5 + 1:10
Drawn by:
Frano Bazalo300157293
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
Victoria University of WellingtonSchool of Architecture
Drawing Number:
Title:
Latitudinal Section
5
Project:
New Zealand Earthquake Museum
Paper:
SARC 321 - ConstructionProject Two
Reference Notes:
Scale:Original Scale
@ A2: 1:50
Drawn by:
Frano Bazalo300157293
Date:
01 - 10 - 2011
Tutor:Simon Twose
Section - Latitudinal31
1:50
21
161
14112
1
Bridge details based on the Wellington BNZ construction drawings
(drawing number: 5291020 - S0630) and adapted to t project
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
expansion coverexpansion cover
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
structural aluminimum carrier frame
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
Victoria University of WellingtonSchool of Architecture
Drawing Number:
Title:
Glazing Canopy Structure + joint Details
15
Project:
New Zealand Earthquake Museum
Paper:
SARC 321 - ConstructionProject Two
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
Scale:Original Scale
@ A2: 1:2 + 1:5
Drawn by:
Frano Bazalo300157293
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
Victoria University of WellingtonSchool of Architecture
Drawing Number:
Title:
Exploded Isometric Canopy Structure
Connection to Glazing
16
Project:
New Zealand Earthquake Museum
Paper:
SARC 321 - ConstructionProject Two
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:
Frano Bazalo300157293
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
Victoria University of WellingtonSchool of Architecture
Drawing Number:
Title:
Part Sections
5
Project:
New Zealand Earthquake Museum
Paper:
SARC 321 - ConstructionProject Two
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
Scale:Original Scale
@ A2: 1:25
Drawn by:
Frano Bazalo300157293
Date:
15 - 10 - 2011
Tutor:Simon Twose
structural aluminimum carrier frame
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
Continuous Extruded Aluminium Frame
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
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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
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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