[ A Compilation of Works ]

R C H I T E C T U R ES H E L D O N C A R R

[ [

I am a current graduate who has fi nished a Bachelor in Architectural Studies, who will be enrolled the second half of my two years Master of Architecture (Professional) programme. I am an extremely hard working, reliable and trustworthy individual, who is highly motivated in any task that is required of me. Achieving the best possible outcome is what is important to me, and I’m willing to go the extra mile for both employers and employees. I have the ability to think both pragmatically and creatively, whilst enjoying hugely, a laugh, and the chance to communicate, build and create relationships with other colleagues. Outside of the work place and educational environments, I am a Rowing Coach, Artist and Road Cyclist.

MArch: Master of Architecture (Professional)

BAS: Bachelor of Architectural Studies Victoria University of Wellington, New Zealand

Onslow College Johnsonville, Wellington, New Zealand

Athfi eld Architects 105 Amritsar StreetKhandallah, Wellington, New Zealand Architectural Assistant

- Physical modeling at various scales for commercial and educational projects (1:50, 1:100 and 1:200)- Creating revision sets with required design changes on Revit - InDesign document building for presentation purposes, assisted by Pho-toshop and Illustrator - Sketch Up and AutoCad work to assist either design, or drawing sets - Associated with work in all phases, ranging from information building to developed/detailed design- Renders constructed with the use of 3DS Max and Photoshop

S H E L D O N C A R RA r c h i t e c t u r a l G r a d u a t e

[email protected] / +64 22 355 3015 / New Zealand

2014 - Current

2011 - 2013

2006 - 2010

Oct 14’ - June 15’

June 14’ - Oct 14’ Victoria University of Wellington Tutor SARC 112 - Design Processes

- Developing and assisting students with their ability to both critically and acknowledge architectural processes.- Creating presentations and tutorial sessions

2007 - 2009 Innovative Architecture4/28 Bridge Street Lower Hutt, Wellington, New Zealand Architectural Assistant

- Discussing potential design ideas with both the head architect and client - Draft ing multiple conceptual phases with the use of AutoCad (Existing and proposed) - Sectional and Elevation design

20’

Responsibilities:

Responsibilities:

Responsibilities:

E D U C A T I O N

P R O F I L E

E X P E R I E N C E

- 6 years experience with Google Sketch Up - 6 years experience with Photoshop - 4 years experience with Autodesk AutoCad - 2 years experience with Adobe InDesign - 2 years experience with Adobe Illustrator - 1 years experience with Autodesk Revit - 1 years experience with 3DS MAX

Building and Construction

Building Assistant - Constructed extensions on homesGained valuable insight to the construction process of light timber framed buildings and

6 years experience creating physical models at scales ranging 1:1 - 1:500

Th ese models were constructed with the use of various metals, card, acrylic, foam and wood in both a professional and work-shop environment

Recent Grades

Architecture Design Research (411), AArchitecture Design Research (412), A+

Research Assistant Wellington Lux Lighting Festival 2015 Working alongside Daniel K. Brown to install the ‘PULSE’ exhibition

Rowing Coach - Samuel Marsden Collegiate, Wellington

Assistant Rugby Coach - Onslow College U65’s

Works constructed in a model based assignment were selected for the annual information booklet Victoria University of Wellington (2012)

Scholarship Graphics (NCEA) - 2010(6th in New Zealand) Scholarship Art Design (NCEA) - 2010

Captain of U80’s Rugby - Division 1 Winners + 2 x MVP 1st XV Rugby - Division 4 Winners

National Rowing Championships (A fi nalist) Maadi Cup (B Finalist) - Secondary School

P R O F E S S I O N A L S K I L L S

C O M M U N I T Y + A W A R D S

R e f e r e n c e s

Gus Smith

Fletcher Construction

Regional Construction Manager

027 453 0720

[email protected]

Daniel K. Brown

Victoria University of Wellington

Associate Dean (Academic Development)

04 463 6129021 235 9592

[email protected]

Nicholas Strachan

Athfi eld Architects

Senior Associate

021 806 996

nick@athfi eldarchitects.co.nz

Th e following works are a compilation of personal im-ages that were painted, drawn, modeled and rendered through a range of media and processes. Th e works range from public, residential, educational and com-mercial spaces which have been addressed through the analysis of precedents, as well as factors measuring from both phenomenological and physical realms.

S H E L D O N C A R RA C o m p i l a t i o n o f W o r k s

[ CONTENTS ]

Project 1. - Earthquake Museum

Project 2. - New Zealand School Of Music

Project 3. - Art Gallery + Bakery

Project 4. - Parametric Design

Project 4.1 - Parametric Design 2.0

ASSIGNMENT #1 - EARTHQUAKE MUSEUM Th e design of this building has been inspired by the events to which occur in the present, the time and the aft ermath of an Earthquake. Th e idea of resilience spawned from this, based on the economic and social issues concerned with earthquakes.

Resilience Th e power or ability to return to the original form, position, etc., aft er being bent, compressed, or stretched; elasticity.

Th is can be seen within my design through colour pallet, and form. Th e North and South points where you enter are created with a sense of enlightenment, which draws pedestrians and creates a positive impression. Like an earthquake the transition in the design from (present to earthquake) is fast and decisive. Th is intensity was a per-fect catalyst for the memorial to be based around. Funneling people into the memorial and making them feel uncomfortable creates an atmospheric quality which makes people consider to be the chaos that comes with an earthquake. Hence refl ection and commemora-tion is achieved through suppression and large structural members, which was a strong intention as the designer.

Th e lighter ends are also the subject to curved walls and artistic features which create unique lighting qualities; opposed to the me-morial space, which is jagged and limited to light due to the intense multiplication of structural integrity. Th e defi nition of resilience created an extreme range of idea, but the ideas present are ones that take into account earthquake principles.

E A R T H Q U A K E M U S E U M2 0 1 3

G R O U N D

@ 1 . 7 5 0 o n A 4

F I R S T

6 0 0 0 m m

1 3 5 , 0 0 0 m m

N O R T H E L E V A T I O N

W E S T E L E V A T I O N

E A S T E L E V A T I O N

S I T E P L A N

N o s c a l e

N

Wa

t er l

oo

qu

ay


L O N G I T U D I N A L S E C T I O N

T R A N S V E R S E S E C T I O N

S o u t h e r n M e m o r i a l E n t r a n c e

M e m o r i a l .

L e c t u r e T h e a t r e

E v e n i n g : S o u t h - W e s t P e r s p e c t i v e

L e c t u r e T h e a t r e

G a l l e r y / L e c t u r e T h e a t r e E n t r a n c e

C o v e r e d P e d e s t r i a n W a l k w a y

N o r t h E a s t : M e m o r i a l / G a l l e r y / C a f e E n t r a n c e

[Project Description]

Th e design followed is a personal interpretation to what the New Zealand School of Music could be. Th e idea that has infl uenced this design has been based around adaptability, as well as the level to which public and private realms interact.

Although my design idea is based around glorifying the teaching and presentation of music to which the public is exposed too - my design is also implemented by the possibility of change within society. Although these sound like complete diff eren-tiating ideas, they have signifi cant relevance toward each other in order to achieve my architectural idea. Th is idea of an adaptable building will allow for the idea of interacting diff erent fi elds to extend further, but also to allow a continuation of the buildings use if it was to go ‘bust’. Th is idea has been achieved through the use of open plans, and bungalows been built within the form in order to achieve some sense of separation between diff erent areas. A private realm located at the rear of the site, with a more public orientated entrance is the approach taken as I want the general public to be to enticed when on approach. Th e entrance will be subject to this as you are funneled into the design and forced to recognise the teaching and performance within the built form. Hence my idea of glorifying these professions is exceeded, opposed to having regular closed and kept spaces for students and other such personal. I wanted to have a vibrant interacting space - this is further enforced with one of the man circulation stairs, as viewers are enticed as the see people shift between library, offi ce and teaching areas.

As well as this though, I have implemented highly the use of large communal areas, to which students and professionals can interact. Th is fi tted with the idea of maximising on space as well as the interaction to which happens within the design. In saying this, I have placed such things as meeting rooms and postgraduate rooms on the highest level, at the rear of the site in order to achieve a coherent building in terms of peoples needs.

N e w Z e a l a n d S c h o o l O f M u s i c2 0 1 3

G R O U N D

@ 1 . 5 0 0 o n A 4

F I R S T

Z O N I N G ]

S E C O N D

@ 1 . 5 0 0 o n A 4

T H I R D

Z O N I N G ]

N O S C A L E

[ G H U Z N E E S T . E N T R A N C E ]

[ S O U T H E L E V A T I O N ]

[ E A S T E L E V A T I O N ]

[ W E S T E L E V A T I O N ]

[ N O R T H E L E V A T I O N ]

[ L E E D S S T . E N T R A N C E ]

[ S W G H U Z N E E S T . ]

[ S E G H U Z N E E S T . ]

L I B R A R Y A N D C I R C U L A T I O N P E R S P E C T I V E


Th e proceeding project will focus on the idea of a dialectic scenario through cross programming. Th is cross programming comes in the form of an Art Gallery + Bakery. Th e hope of this project is a coherent space which allows both functions to act individually, whilst maintaining visibility which will create a much more active and interesting environment.

Th e design process of this project will be specifi ed on how an Art Gallery and Bak-ery and co-exist. Th e overall form shall be determined by surrounding built form, weathering and further infl uences that could aff ect the fi nal form. An analysis into fl uidity and industrial forms was undertook in order to resolve further, a dialec-tic. Th e reason for these case studies, is based on the fact that bread was used in industrial revolutions to feed workers; and likewise for the fl uidity. Fluidity is what I perceive to be as art – Even though you have a sense of what it could or will be, it can under go any form in order to complement another. Th is is the underpinning idea for the project in order to solve dialectic issues in planning and aesthetic.

B a k e r y + A r t G a l l e r y 2 0 1 4

I n i t i a l D e s i g n P h a s e [ C o n c e p t u a l ]

B A S E M E N T

@ 1 . 5 0 0 o n A 4

G R O U N D F L O O R

F I R S T F L O O R

@ 1 . 5 0 0 o n A 4

S E C O N D F L O O R

N O S C A L E

CU

BA

ST

A B E L S M I T H S T

S I T E P L A N

SE

RV

I CE

LA

NE

[ I N T E R N A L C I R C U L A T I O N S P A C E ]

N O R T H E L E V A T I O N


[ C U B A S T . E N T R A N C E ]

[ G A L L E R Y + S T A I R ]

The next two images focus on representing certain aspects, that both functionally and aesthetically achieved the confl ict of the dialectic. This has been done through exhib-iting the mixer, ‘ The Producer’ if you like, as an item of art. The image that precedes

this, looks at this idea, exhibiting how the central circulation works in conjunction with the central mixer. This image exhibits the connection that humans have, and the impor-tance they have in order for this building to function to it full potential in all aspects;

weather it be through producing bread or exhibiting art.

[ T h e M i x e r . ]

S e r v i c e L a n e P e r s p e c t i v e ]

[ D e v e l o p m e n t M o d e l A b s t r a c t i o n ]

[ D e v e l o p m e n t M o d e l ]

[ D e v e l o p m e n t M o d e l A b s t r a c t i o n ]


Th e following project is focused on the ecological environment that surrounds and creates the foundation for the Kapati Coast. Th e site that has been allocated to us (a group) is a recently proposed development and runs parallel to the Paraparau-mu Airport. Th e proposed plans focus predominantly around ‘big box’ retail with the intentions being to create a centre to which provides you with your everyday necessities – such as groceries, hardware, retail and hospitality. Th e intentions that I have duplicated and manipulated is the ‘big box’ ideology however not in association with the functions proposed above. My design intentions are to re-cre-ate the control tower (meaning that the original control tower can be considered a historical monument to aviation), create an offi ce environment which will provide for multiple sizes of business, sole practitioners and fi rms, an aeronautical educa-tional facility to which pupils can gain practical and theoretical knowledge in order to attain various levels of degrees/diplomas. Finally, extensive hospitality and retail areas in order to create an enticing public environment which acts as a continuation to the greater site. Th e design will be respective to nature and of the surrounding environment. Sustainable principles will be introduced where appropriate, thus utilising the surrounding natural environment. Finally, the design will look to for-malise and combine all of these individual elements into a hybrid structure. It will create transparency between the diff erent functions and forms. Th is will allow the overall scope of the project to be focused towards this idea of hybrid and exposure of diff erent elements. I will explore how exposure of diff erent elements and spaces can make sense of space and individualism, yet simultaneously be defi ned by the surrounding ecological environment. Th ese surrounding ecological concerns will be selected based on the multiple functions of the design, and will look at how the will implement my design, yet create a foundation which create a foundation for design ideas.

P a r a m e t r i c D e s i g n 2 0 1 4

M i c r o I m p l i c a t i o n s

M a c r o I m p l i c a t i o n s

I n i t i a l D e s i g n P h a s e [ C o n c e p t u a l ]

I n i t i a l D e s i g n P h a s e [ C o n c e p t u a l ] - I n c o n j u n c t i o n w i t h N e i g h b o r s

C o n c e p t P h a s e 2 . B u i l t F o r m

C o n c e p t P h a s e 2 . B u i l t F o r m

C o n c e p t P h a s e 2 . L i v i n g R o o f


Th is project is the combination of two ideas which create the foundation for rep-resentative parametric design. Th e forms created have been established from the surrounding environment as well as the people which inhabit the spaces – this has been achieved with an investigation into how nature and the human body work, with the design intentions being subdued to this through a process of fi ltering ab-stract design principles. Th e fi rst part entailed the representation of the surround-ings, with a great deal importance being allocated to our neighbors and how we aff ect them in both an aesthetic and function purposes as a master plan had been established. Th e second phase introduced human anatomy and the processes of the human body in order to gain representation on both ends of the spectrum. Th is involved a great deal of research at multiple scales in order to justify and strengthen my design intentions. Th e overall result has been defi ned by many parameters with the infl uence of my own personal design impact, but has been defi ned as an overall literal form.

P a r a m e t r i c D e s i g n 2 . 02 0 1 4

[ C o n c e p t u a l D e v e l o p m e n t ]

D e v e l o p m e n t ;

The models produced are what have resulted in exploring multiple avenues in order to represent the multiples of processes, forms and functions. These architectural compo-nents have been determined by both Macro and Micro Mapping, furthermore, by the introduction of human requirements for functional use, as well as the Anatomy.

The models have been both lazercut and hand made materials have been placed upon functional use.

@ 1 . 1 0 0 0 o n A 4

C o m m u n a l S p a c e

Re

tail

/Ho

spo

R e s i d e n t i a l U n i t s

C o m m u n a l S p a c e / L i b r a r y

[ [ G R O U N D F L O O R ] ] [ [ F I R S T F L O O R ] ]

R e s i d e n t i a l U n i t s

Off

ice

s

Off

ice

s

Off

ice

s

@ 1 . 1 0 0 0 o n A 4

C o m m u n a l S p a c e / L i b r a r yE d u c a t i o n a l / L i b r a r y

R e s i d e n t i a l U n i t s R e s i d e n t i a l U n i t s

[ [ S E C O N D F L O O R ] ] [ [ T H I R D F L O O R ] ]

Off

ice

s

Off

ice

s

M u l t i - S t o r y L i b r a r y

O f f i c e s p a c e .

C u l - d e - s a c E n v i r o n m e n t

W a l k w a y s . ]

L i b r a r y B o o k s . ]

[ L i f t a n d S t a i r w e l l I n t e r i o r . ]

S e c t i o n a l V i e w

A t h f i e l d A r c h i t e c t s L t d2 0 1 5

[ M o d e l C o n s t r u c t e d f o r a t e a c h i n g a n d p e r f o r m a n c e c e n t r e i n W e l l i n g t o n , N e w Z e a l a n d . ]

[ T h e p r o c e e d i n g w o r k s a r e i n c o n j u n c t i o n w i t h t h e P r o j e c t - P a r a m e t r i c D e s i g n 2 . 0 . T h e d r a w i n g s f o c u s o n m i t i g a t i n g d i r e c t s u n l i g h t , r a i n w a t e r a s w e l l a s p l a n n i n g a l l o c a t i o n f o r e d u c a t i o n , o f f i c e a n d r e c r e a t i o n a l s p a c e . T h e b u i l d i n g b e i n g m u l t i p u r p o s e t a k e s o n a n o p e n p l a n t o w h i c h i n t e r n a l w a l l s c a n b e p l a c e d u p o n c h o i c e a n d r e q u i r e m e n t s ]

C o n s t r u c t i o n 2 0 1 5

Department of AeronauticalResearch and Development

Assignment #3ARCI 421 Intergrated Technologies

Sheldon Carr300224133

Scale : Indicated below given drawingAll measurements in (mm)

Pg 1

Subject:

Roof Plan Second Floor PlanSection @ 1.250Section @ 1.50

SCARCHITECTS LTD

Ground Level - 0.000

Level 1 - 5300mm

Level 2 - 10600mm

Level 3 - 15900mm

Roof Ceiling Level - 21100mm

Maximum Height - 22200mm

Threaded steel rod with nuts to secure in place . Details and sizing to be confirmed with structural engineer (TYP.)

Corten Steel Plate connected to continuos reinforced concrete beam with (min) 150mm bolt embedment.

Continuos reinforced concrete connector beam, supported with 700 UB 260beam. Surrounding reinforced concrete acting as a support for exterior panels

Pink Batts GIB R1.8 Ceiling insulation

Single Layer of 13mm GIB Fyreline ceiling line on Rondo (450x450) concealed suspended ceiling grid. Refer to manufacturer for fixing detail requirements

530mm x 530mm Conc. Column beyond. Refer to structural engineer for reinforcing details

150mm Aluminium Mullion beyond

‘DPC 800’ Diamond Polished conc. floor -for a semi gloss finish. Grind until small aggregrate is exposed only

8mm ColourSteel Endura

100mm x 50mm specifically engineered Purlins, situated beneathe 21mm Ply

100mm x 230mm Gutter embedded within continuos concrete beam

Continuous mm aluminium strip, connecting 13mm GIB Fyreline Ceiling lining on ‘RONDO’, to continuos reinforced concrete beam.

Pre-fabricated corten steel solar shade module with internal timber slats. Frame to be welded per structural engineers specifications. Galv’d and painted in accordance to clients selection.

‘Thermosash’ unitised high preformance. Double glazed panel ‘PW1000’.Further details and ind insillation requirements to be confirmed with with manufacturer (TYP.)

Stresscrete 300mm hollowcore flooring system - refer to manufacturer for instillation and connection details

M12 Steel to Steel bolts - rigid fixing to UB section w/ 20mm steel bracket as connector to concrete column. Beams specified @ 700UB260 - refer to structural and mechanical engineer specification for fixing details

100mm x 50mm H3.2 timber in accordance to E2 code of compliance - this creates a perimeter walkway around the facilities

260 mm Nova irrigation pipe that drains soil and and excessive water - this is to be supported by stone fill in accordance to Clause G13 of the NZ code and compliance

Surrounding Existing Land/Earth that the building is situated on

Secondary Beam (400UB260) acting as an interspan element for hollowcore flooring

Air conditioning Summer - 24 Degrees CelciusWinter - 17 Degrees Celcius

Surface Temperature Summer - 22 Degrees CelciusWinter - 17 Degrees Celcius

3600

700

600

300

1300

90

D3

PG 3

D1

PG 3

D2

PG 3

D1

PG 4

D1

PG 2

D1

PG 6

D2

PG 6

Section A - A’Scale 1 : 250

Second Floor PlanScale 1 : 500

Roof PlanScale 1 : 500

Section A - A’Scale 1 : 50

N

3980

The buildings overall intent has been subject to adaptability and future proofing for both aesthetic and functionality. This has been achieved with the execution of an open plan layout by which tenants can apply and determine internal spaces at will. This in conjunction with generous ceiling heights allows for multiple functions and purposes. In the case of this design, it has been allocated to an Aeronautical Research and Development centre. The high ceilings and fully transparent skin, with the exception of the panels, allows the space to be big and bright if the need for clarity and general space is required for modelling 1:1 aeroplane parts – for example. The façade is adaptable in multiple ways. It has the ability to let in more or less light dependant on the function and the desired exposure to external elements. Simple take out timber slats or add if the need for privacy is needed.

The structure has been subject to large spans in order to sustain and address the architectural intent for future proofing, in the case of tenancy. The curtain walls can also be adaptable to suit the desire of the tenant. This will come at extra cost. The following design will give an indication of a minimal window spacing. This ‘lego’ like approach allows the building to also be easily maintained and serviced if need be. An example of this is addressed with the extended cavity within the external concrete beam. This allows the user to maximise on space and hence further addressing an enticing and adaptable space for the user without and internal interferences. This I believe is an enticing way to address both commercial and educational facilities.


Steel bolts - rigid fixing to concrete exterior beam below. Refer to manuf. specification of fixing requirements

Steel bolts - rigid fixing to concrete column. Refer to manuf. specification of fixing requirements

Refer to (Detail #1 - Page 3) for further identifcation of materials and dimensions





Pg 2

Subject:

Facade Plan Detail

SCARCHITECTS LTDD1 - Facade PlanScale 1 : 50

DetailScale 1 : 5

150mm Aluminium MullionRefer to maufacturer for fixing and seating requirement. In addition, the packing requirementsin relation to 150mm x 200mmconcrete external coloum

Conctrete Connector Coloumn

550

140

100 50

50

150

200

350

100

300

20 Degrees

3150

Continuos flange to be welded to precast Cortensteel panels. This is to spcified and addressed by structural + mech eng. Refer to specificationsfor sizing and fixing




Scale : 1 : 10All measurements in (mm)

Pg 3

Subject:

Facade to Floor DetailFoundation Detail

SCARCHITECTS LTD

D1Facade to Floor Scale 1:10

D2Aluminium Transform

D3Foundation

M12 Steel to Steel bolts - rigid fixing to UB section w/ 20mm steel bracket as connector to concrete colu


‘DPC 800’ Diamond Polished conc. floor - for a semi gloss finish. Grind until small aggregrate is exposed only


Aluminium Transform which is includedwithin the window module

Concrete Column beyond. Refer to structural engineer for reinforcing details

Pre-fabricated corten steel solar shade module with internal timber slats. Frame to welded as per structural engineers specifications. Galv’d and painted in accordance to clients selection.

Threaded steel rod with nuts to secure in place . Details and sizing to be confirmed with structural engineer (TYP.)

Pre fabricated corten steel cleat welded to facade panel. Cleat is to suit threaded steel rods. Confirm with structural eng. for sizing and instillation requirements

2 Corten Steel Cleats with welded threaded inserts to suit threaded rods at each end. Bolt fixing and instillation to be further confirmed with structural eng.

Galv’d steel plate sandwiched between corten steel plates

2 Corten Steel Cleats with welded threaded inserts to suit threaded rods at each end. Bolt fixing and instillation to be further confirmed with structural eng.


Folded steel angle over floor rebate and grouted surface. Bolt fix to slab. Extend lower edge beyond window frame below and seal with compressable foam. Confirm fixing with structural eng.

60 x 20 Aluminium reveal to between window sill and and concrete flooring to hide further structural elements below.

Continuos Road air seal situated below

Aluminium sill. Flashing over timber packing and fixable elements. Turn down over flexible flashing tape which is to be run (min) 50mm. Turn up 8mm at inside edge

150mm Aluminium mullion beyond

Aluminium Head flashing. Turn down over window frame by (min) 35mm. Turn up (min) 8mm . Bolt and fix into concrete structural members . Provide flashing tape between conc. and window fixing elements. Refer to structural eng. for further fixing details.

Refer to above instructions

‘DPC 800’ Diamond Polished conc. floor - for a semi gloss finish. Grind until small aggregrate is exposed only

mm Nova irrigation pipe - drains excess water and off soil

mm Nova irrigation pipe that drains soil and and excessive water - this is to be supported by stone fill in accordance to Clause G13 of the NZ code and compliance

Industrial grade DPM - waterproofing earth to foundation

Topping Fill to further create boundry between earth and reinforced concrete foundation

Bulk fill DPC

100mm x 50mm H3.2 timber in accordance to E2 code of compliance - this creates a perimeter walkway around the facilities

Reinforced Concrete Slab

Concrete Column beyond. These piles are to be driven into the ground. Refer to structural eng. for spcification. Note - the flooring is to be poured around these columns to create a seamless transition between horizontal and vertical structure.

Concrete Dynabolts to penetrate no less that 150mm

Resene to be applied to concrete to diminsh further corrosion or corten steel facade panels

Stresscrete 300mm hollowcore flooring system. Refer to manufa. for connections and spcifications

EQ

200 350 530

Cavity within external beam for extended services (350mm x 350mm)

1080

90

300

400

310

310

15090

900

130

150

1270

640

125

190

515

500

200

700

860

40

260




Scale : 1 : 10All measurements in (mm)

Pg 5

Subject:

Stair to FoundationStair to Landing Stair to Floor

SCARCHITECTS LTD

SECTION B - B’Scale 1 : 50

Stair to Floor Scale 1 : 10

Stair to Landing Scale 1 : 10

Stair FoundationScale 1 : 10



Stresscrete 300mm hollowcore flooring system. Refer to manufa. for connections and spcifications

Dynabolt concrete bolts to fix UI Beam to precast concrete stair

Polished 5mm wide ‘Liquid metal technologies’ steel aluminium covering finshed. This can be placed, pushed and glued in order to get the desired fit

Dynabolt concrete bolts to fix UI Beam to supporting concrete colunm

Countersunk steel screws into steel connectedtotimber in order to fix surface to structure

Dynabolts to be used in order to fix stainless steel hand rail to precast concrete stair. These are to be placed exver 6th step in order to maintain sturdiness and strenght

Dynabolt concrete bolts to fix UI Beam to precast concrete stair

Stainless Steel Handrail50mm x 50mm

Air conditioning Summer - 24 Degrees CelciusWinter - 17 Degrees Celcius

Surface Temperature Summer - 22 Degrees CelciusWinter - 17 Degrees Celcius

Stainless Steel 15mm rods to welded to stair finish to ensure further strenght due to high usage. Refer to mech. eng. Extended aesthetic

SPACING @ 450 cc (Dynabolts)

Topping Fill to further create boundry between earth and reinforced concrete foundation

Bulk fill

Industrial grade DPM - waterproofing earth to foundation

Reinforced Concrete Slab

300

150

420

400

420

400 x 400 concrete column attached to 420UB130. Reinforcing requirments notified instructural eng. report

1000

450 cc 150 min





Pg 6

Subject:

Roof Details

SCARCHITECTS LTD

D1 - Roof to Wall DetailScale 1 : 10

D2 - Roof Peak DetailScale 1 : 10

100mm x 50mm specifically engineered Purlins, situated beneathe 21mm Ply

250mm x 100mm Pinus Radiate ridge beam (H3.2 Treatment)

Continuous Colour Steel ridge been protector - this is to specified in accordance to clients particulars of roof colour.

8mm Colour Steel Roofing (Endura)



Lighting Channel fixed with 12M bolts spaced and 2000mm cc

Continuous mm aluminium strip, connecting 13mm GIB Fyreline Ceiling lining on ‘RONDO’, to continuos reinforced concrete beam.

Bolts attached to concrete beam are to be spaced at 900cc in relation to rafters and exendedply that is attached

8mm Colour Steel Roofing (Endura)

21mm ply. Fix and 900 cc in accordance to 450mm cc of Pinus Radiata Rafters.

140mm x 45mm Pinus Radiata Rafters450mm cc (NZS: 3604)

Joist hangers - Fixed with 12mm nails. Note - Ensure that there is DPC between the timber and concrete before directly fixing to the concrete

Over Flashing

Roofing underlay / netting to be placed

40mm flange to connect and support and connect UB Beams. 25mm Dynabolts are to be penetrated through steel in order to create connection. Refer to structural and mech. eng.

DPC

Dynabolt concrete bolts to fix UI Beam to continuous concrete beam

230

35mm (min)

100

Selected Gutter in accordance toNZS:3604 and Code of compliance2 Degree Fall to be situated intoconcrete mould

400 x 200 LVL Ridge Beam to span 12000mm

Stainless Steel Flange toconnect 700UB260 at highest point/connection.Refer to structural eng. for sixing of threaded rods and hex nuts for fixing. To be fixed by mechanical eng.

25530

400

200

100

300

50

140 Degrees

821

50

140

700

Rondo to be directlyfixed to rafters.Refer to manufac.fixing details

430

400

150cc

Construction Sequence Façade to Floor Construction Preparation;

I. Firstly, structure must be present. The process by which this is sequenced is simple yet affective in order to attain high levels of strength whilst under the influences of surrounding inertia forces that the panels will experience

II. Primary beams are dynabolted (M12) to specifically designed engineered columns. Once a simple yet affective structure is achieved, a case is to be built around the exterior primary beams by which concrete will be poured – further solidifying and creating protection for the beams if there were to be a fire.

III. Once this has been achieved, it is acceptable to install the curtain wall/window systems. It is important that you leave space on the sides, top and bottom (jamb, head and sill) to ensure that the fixtures have areas to drain unwanted moisture. In stating this, space will also be needed in order to apply further sealants and flashing as well as the aluminium frame itself. Behind the curtain wall it is important to ensure space for the aluminium ‘reveal’ which creates further separation between the internal floor and external wall system. This area is also needed in order to bolt and fix proposed window sills and heads. This particular design is rectangular, so it is important to ensure that elements act perpendicular to ensure efficient and effective load transfer.

IV. Once the external wall system is in place you may pour and finish the floor to the desired level of finish. In this case the floor is to be polished concrete – to a semi glass finish. This wouldn’t have been appropriate to pour if there were to surrounding weathering elements present. That is why this the floor is post instillation of the curtain wall.

V. Once the floor is in place, go about installing services and elements such as your ceiling and insulation. Appropriately space the ‘Rondo’ that supports the GIB in accordance to the architectural plans and sections. VI. By this point you should have a near fully transparent structure with the exception of internal exposed columns and exterior reinforced concrete connector beams.

VII. Once this has been achieved application of the façade can commence – Before the façade is placed within the poured mould, resene must be applied to the surface that faces the external elements. This resense will ensure further protection so that the corten steel panels aren’t exposed to as much moisture – given that concrete holds moisture.

VIII. Next, prepare holes so that you may dynabolt the façade panel to the poured reinforced concrete beam. Once this is achieved place the galvanised steel plate between the two cleats that are attached to the initial plate. Ensure its placement through treaded rods and tighten appropriately. This has been placed for the purposes of adaptability if future clients want to change to external façade aesthetic.

IX. Attach corten steel cleats at the other end of this galvanised steel plate as means of holding the actual façade itself. These cleats are welded to a tubular corten steel element which slides over specifically engineered threaded rods. All panels are tightened appropriate to ensure stability when under influence of inertia and wind loads.

X. The precast panels of corten steel with sandwiched timber are then slotted on in the same fashion. These panels which create surface and diminish direct sunlight are a compila-tion of two corten steel plates compressed with timber in-between – they are then welded in place. The compression itself is enough to ensure that the timber does not move. Refer to images.

Sealant

Sealant

Sealant

Window connecting elements to in order for further water tightness and fixing

Window frame and fixing elements (bolts)

Timber

Corten Steel

Dynabolts (M12)

Threaded Rod

Cleats

Corten Steel

Galvanised steel plate

Glass

GIB

Insulation

Rondo System

Poured concrete beam from cast

UB Beam

Concrete Column

Resene applied

Pre drilled holes

Finished concrete floor

Bolts for tightening

Flashing

Documents

[ A Compilation of Works ]