UT08
ARCHITECTURE PORTFOLIO COLLECTION OF ARCHICTURE DESIGN WORK
2018 2019 2020
Umid Tuladhar B.Arch Graduate Composed 2021
UMID TULADHAR
DESIGN PORTFOLIO Architecture
REFERENCE
DR. AKARI NAKAI KIDD, Ph. D
Deakin University Senior Lecturer Course Director of Master’s in Architecture, Deakin University Ph.D Victoria University of Melbourne, B. Arch Cooper’s Union, New York Contact info- (+61) 499 943 244 Email- akari.nakaikidd@deakin.edu.au
NAVIN NAYAK
Project Engineer Geelong Nepalese Association I.T. Department Head Contact info- (+61) 421 887 768 Email- beingnavinnayak@gmail.com ELSIE TELFORD, Ph. D Deakin University Architecture Studio & Theory Tutor Ph.D. Candidate Deakin University, Waterfront, Geelong Contact info: (+61) 450 389 426 Email: e.telford@deakin.edu.au
EDUCATION
DEAKIN UNIVERSITY
Bachelor’s in Design (Architecture) Geelong Waterfront Campus, Victoria, Australia
EXPERIENCE
INTERNSHIP AT RETHINKING THE FUTURE Architectural Journalist for web-based newletter (July 2020-November 2020)
2018-2020
GRAPHIC DESIGNER FOR GEELONG NEPALESE ASSOCIATION Nepalese Community, Geelong (2019-current)
ST. GEORGE’S COLLEGE ISC (Highschool diploma) Mussoorie, Uttarakhand, India
SOFTWARE SKILLS
AUTODESK AUTOCAD 2018, 2019, 2020 ARCHICAD22 REVIT 2021 RHINOCEROS 3D Version 4, 5, 6 GOOGLE SKETCHUP 2018 ADOBE PHOTOSHOP CC, CS6, CS4 ADOBE INDESIGN 2020
ACHIEVEMENTS
DEAKIN PAPERSPACE 2020
Project exhibition at showcase of best works of Final year Graduate and Post-Graduate Architecture Students (December 2020)
DEAKIN A+B JOURNAL 2020 Geelong Design Week 2021, Geelong CBD (18-28 March 2021)
VICTORIA STATE GOVERNMENT CERTIFICATE OF APPRECIATION
Awarded for excellent support & services through Digital & Media Production to the community during the COVID-19 Pandemic (2020)
COLOURS IN ARTS FOR EXCELLENCE 2016
Student’s Outstanding Contribution in the field of Fine Arts, St. George’s College Mussoorie (Novemeber 2016)
PROFICIENCY AWARD FOR OUTSTANDING STUDENT 2015 St. George’s College (2016)
ADOBE ILLUSTRATOR CC 2019
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CONTENTS C 01 SRC 221 Year 1 Trimester 2
A 01 SRD 264 Year 2 Trimester 2
A 02 SRD 363 Year 3 Trimester 1
A 03 SRC 364 Year 3 Trimester 2
C 02 SRC 362 Year 3 Trimester 1
THE BICYCLE STAND Pg 7 - 8
MISTERITQUE MANUM Pg 9-16
PHOEBUS APOLLO Pg 8-9
KIBŌ TO SHINKŌ Pg 8-9
DESIGN DOCUMENTATION Pg 8-9
•Project Brief
•Project Brief
•Project Brief
•Project Brief
•Project Brief
•Design Visualization
•Design Visualization
•Design Visualization
•Design Visualization
•Site Information
•Axonometric
•Site Analysis
•Design Ideation
•Site Drawings
•Site Plan & Section
•Renders & Physical Model
•Design Ideation
•Floor Plans
•Ideation &Model Construction
•Floor Plan
•Floor Plans
•Sectional Axonometric
•Site Order and Super-imposition
•Detailed Section
•Elevations
•Exploded Axonometric
•Constructed Site Plan
•Elevations & Section Detail-1
•Section & Details
•Renders
•Elevations & Section Detail-2
•Design Section
•Synthesis & Loose Models
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Bachelor’s in Design (Architecture), Year 1 Communications 2
SRC221
BRIEF
Unit Chair Professor Koo Choi 2018
An Architect, as they explore and design, require require to produce 3 dimensionally visualizable models and images that can be communicated to clients. The Bicycle stand project gives an oppurtunity to explore 3D designing and realtime rendering.
re-imagined as a Bicycle Stand. This was to be done using the 3D softwares Rhinoceros 3D or Microstation. The design/outcome was then required to be rendered with the help of Grasshopper Plugin and produced for presentation.
Another task was the creation of a physical model for the Project, The project requires an which was either to be 3D everyday object to first be printed or Laser-cut and modelled, and then be arranged. C
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The Brief
ARCHITECTURE SRC221 Modelling Studio
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Design Representation and Collage
ARCHITECTURE SRC221 Modelling Studio
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RENDERS
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MODEL
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MATERIALS
DIGITAL PRODUCTION
1. Hammer Glass 2. Thatched Dried Bamboo 3. Corrugated Steel Structure 4. Polished Oak Rack 5. Base Street Surface
The digital model was created on Rhinoceros 3D 5. Renders were produced via Grasshopper plug-in. These renders were further produced and editted on Photoshop CC 2018.
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Exploded Axonometric Diagram
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ARCHITECTURE SRC221 Modelling Studio
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Bachelor’s in Design (Architecture), Year 2 Studio 2
SRD264
THE BRIEF
Unit Chair Dr. Yolanda Esteban 2019
As architects design public spaces, it is of high importance that they understand all the basic standards that need to be met in such ‘Objects of Desire’.
Team Tutor Mr. Noah Trickett
These spaces attract and therefore have a responsibility to consider all types of people, from toddlers to physically disabled visitors. The project is set at Geelong, Australia, requesting a renovation A
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MISERITQUE MANUM Geelong Art Gallery Sections
and expansion of the art gallery of the city. The art gallery holds numerous exhibitions of students and artists that hail from Geelong. On certain occasions, it also hosts exhibitions from artists around the globe.
THE SITE Geelong Art Gallery 55 Little Malops Street Geelong CBD, VIC 3216 Australia
The current gallry, though well known among locals, does not do justice to the beauty and vast culture of the city. A redesign is requested in hopes of tapping into the well-known potential of Geelong.
ARCHITECTURE SRD264 Studio 4: Publicscapes
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A 02. Geelong Gallery Redesign A
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MISERITQUE MANUM Geelong Art Gallery Sections
ARCHITECTURE SRD264 Studio 4: Publicscapes
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a.
b.
c.
d.
COMMERCIAL
RESIDENTIAL
EDUCATIONAL
PUBLIC SPACES
Geelong Central Business District is set at the portside, historically known to be the area geographically to undergo commercial development.
Within the central business area, there is only a handful of residential accomodations, most being dedicated to students. As we move further from the commercial spaces, the settlements become more apparent and widespread.
Among the well known establishments is the education providers in the city of Geelong.
There are numerous public spaces in the city of Geelong. The Waterfront bay area is a widespread publicly accessible area.
Numerous small businesses are located at this location, mainly comprising of restaurants, cafes and clothing stores.
A
02
Deakin University is one of the many famous universities in Australia. The waterfront campus is home to thousands of students, many of whom are foreign education seekers.
Geelong City hall and Gallery, other city council offices are spread across the city centre as well.
Another education establishment in the city is The Gordon TAFE, one of the oldest education establishments in Australia.
MISERITQUE MANUM Geelong Art Gallery Sections
ARCHITECTURE SRD264 Studio 4: Publicscapes
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PRODUCED BY AN AUTODESK STUDENT VERSION
HUMAN ORDER
The Geelong Gallery’s existing structure consists of a Greko-Roman design. It is set with strict orders, which is prevalent in most neo-classical architecture.
The Human order is used to break away from the existing past rational orders. Being the middle ground between the natural and artificial, a structure built considering the human order would pave a path for the ‘rigid’ to work with the ‘fluid’.
PRODUCED BY AN AUTODESK STUDENT VERSION
The indegenous settlers focussed on creating structures that would tap into the free and dynamic quality of nature. The addition to be made to the gallery would benefit from considering such methods that would break away from static and foreign orders.
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The addition of such a system allows for a natural order to be set without entirely eradicating the past structure. In nature, there is no removal that naturally. occurs, only change and addition is seen. The design proposal attempts to mimic this thought. The renovation would realise acceptance of the indegenous locals, and its past failures to be a ‘design of context.’
MISERITQUE MANUM Geelong Art Gallery Sections
REDESIGNED GALLERY ROOF PLAN
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
EXISTING SPACE
But such a design in the contemporary context fails to unlock the beauty of the site. Neo-classical designs were used by invaders to often state dominance over land. They are unable to consider the genius loci.
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PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
ARCHITECTURE SRD264 Studio 4: Publicscapes
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GHERINGHAP STREET
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PLAN Level 2 Not to Scale
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PRODUCED BY AN AUTODESK STUDENT VERSION
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PRODUCED BY AN AUTODESK STUDENT VERSION
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PLAN Level 1 Not to Scale
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MISERITQUE MANUM Geelong Art Gallery Sections
PRODUCED BY AN AUTODESK STUDENT VERSION
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ARCHITECTURE SRD64 Studio 4: Publicscapes
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
LITTLE MALOP STREET
SPACE DISTRIBUTION 1. Hitchcock Gallery Facade 2. City Hall Facade The Hitchcock Gallery Facade and City Hall Facade had been requested to be retained in the renovation. No changes were set to occur on these facades and were kept to be visible externally. 3. Ramp The ramp that led to the second level would allow for the design to connect to Johnstoe Park. The space has been designed in such a manner that all visitors would eventually enter this nature space. 4. Temporary Gallery A temporary gallery was designed on the second level, as per the request of the clients. 5. Upper Level Office Space The interior of the city hall has been changed to accomodate a higher number of staff, and allows direct access to the gallery administration offices. 6. Teaching Space 7. Conference Room A new teaching space has been introduced, as requested, along with a conference room. Both of these are set on the newly constructed second level space. 13
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ELEVATION FROM GHERINGHAP STREET Not to Scale
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ELEVATION FROM JOHNSTONE PARK Not to Scale A
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MISERITQUE MANUM Geelong Art Gallery Sections
ARCHITECTURE SRD264 Studio 4: Publicscapes
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Angle 1/14
SECTION A Not to Scale
DETAILED PLAN Not to Scale
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DETAILED SECTION Not to Scale
MISERITQUE MANUM Geelong Art Gallery Sections
ARCHITECTURE SRD264 Studio 4: Publicscapes
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SECTION A Not to Scale
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MATERIALITY
CONCLUSION
The addition to the design is to use a darker material than the Roman Plastered Concrete on the existing structure.
THe Human order of a hand ‘reaching out’ was used to instigate change into the current static structure.
Black Brick Slabs are therefore selected with an understanding of the contrast in spaces it would set. Certain sections have been set with Doubleglazed Glass Panels to allow a controlled amount of sunlight into the space.
The proposal eventually created a design which not only represented understanding through it’s external shell, but was integrated to it’s internal movement as well. The redesign would bring abouth a naturally flowing internal space, which
MISERITQUE MANUM Geelong Art Gallery Sections
As in Martin Heidiegger’s word, a dwelling is the primal one-ness of the fourfold- the earth, the sky, the divinities, and the mortals.’ Architecture is an Setting the design as such extention to ones’ self. If it would effectively activate failed to integrate any of the entirety of the site, these elements, it would and would also allow seize to exist. the strictly set existing structure to blend with the free natural order. would not require any seperate systems to allow accesibility to the handicapped or anyone else with special needs.
ARCHITECTURE SRD264 Studio 4: Publicscapes
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Bachelor’s in Design (Architecture), Year 3 Studio 1
SRD264
THE BRIEF
Unit Chair Professor Koo Choi 2020
In a conjusted and crowded city where life exists in the mundane , spaces that promote safety and privacy is important to be brought about. These space are what eventually build the unique characters of each person.
Team Tutor Mr. Sophanara Sok
However, in populated cities, this needs to be done by fusion of spatial utilization, comfort and designing to context of the site. A
03
PHOEBUS APOLLO Hybrid SOHO Apartment
For architects to answer to both the social and personal needs, Small Office/ Home Office Apartments are designed.
THE SITE 37-45 Flinder’s Lane Melbourne VIC 3000 Australia
The project requests for for a SOHO Apartment within a narrow space of one of the busiest laneways of Melbourne. The proposal is required to eventually create a that allows private residency, all the while creating space of escape for the public from the bustling streets of city.
ARCHITECTURE SRD363 Studio 05: Hybridscapes
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A
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PHOEBUS APOLLO Hybrid SOHO Apartment
ARCHITECTURE SRD363 Studio 05: Hybridscapes
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1. Allocated site is set on Flinder’s Lane with the site dimensions 49.7 x 12.3m
4. Structure section to street is reduced to allow light into space.
5. Elevator Core is set.
C
3. Central atrium space created.
D
BASEMENT PLAN 6. Fire Staircase core is set.
7. Structure Boundary is set.
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PHOEBUS APOLLO Hybrid SOHO Apartment
COMMON OFFICE
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PRODUCED BY AN AUTODESK STUDENT VERSION
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2. Maximum Height allowed is 40m
LEVEL 1
ARCHITECTURE SRD363 Studio 05: Hybridscapes
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LEVEL 2 A
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LEVEL 3-5 PHOEBUS APOLLO Hybrid SOHO Apartment
LEVEL 8
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LEVEL 6-7 & 10-12 ARCHITECTURE SRD363 Studio 05: Hybridscapes
ROOF 20
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Exploded Axonometric
RENDER Public Roof Gathering Space SPACE AND MATERIAL A. Poly bi-carbonate Border Marker B. Refreshment Space with Timber flooring C. Glass Panel
Sectional Axonometric
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PHOEBUS APOLLO Hybrid SOHO Apartment
RENDER Occupant’s Conference Space D. Open Gathering Space E. Steel Structural System. F. Gym/ Exercise Space. G. Meeting Space.
ARCHITECTURE SRD363 Studio 05: Hybridscapes
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A
B
C
Art-space
D
THE DESIGN As we live in a city of more than a million people, towers engulfing us with its vastness, making us feel inferior, we live in constant fear of expressing ourselves. We seem to believe that we are constantly under the spotlight of the masses, afraid of how the people would react to our unique nature. We blend in and in the process, rather than being an ‘individual’, we become a unit in the millions. The proposal for the SOHO apartment was designed to bring about a safe space where an individual could express themselves, both in the public and private context. To bring about comfort, the atrium included a void to allow sunlight to passively enter the space engulfed by tall structures all around. This void would also allow ventilation on site. The ground level and the rooftop is designed as a street-art dedicated space. If provided with a canvas, the critcs who define their works as ‘defacement of property’ would no longer have a flaw to highlight. Street artists of Meblourne are major contributors to the city’s widely known street culture, just as the occupants of the city are the reason for its success. It is of utmost importance that a safe haven is provided for all those that define the lively nature of the city.
Art-space
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PHOEBUS APOLLO Hybrid SOHO Apartment
ARCHITECTURE SRD363 Studio 05: Hybridscapes
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Bachelor’s in Design (Architecture), Year 3 Studio 2
SRD264 Unit Chair Professor Paul Sanders Brief Head Dr. Akari Nakai Kidd
THE BRIEF On 22nd April 2011, the coastal town of Kesennuma in the Miyagi prefecture was hit by the ’Black Tsunami’. After this devastating event, it was decided that 15-meterhigh coastal sea wall was to be built on the shores of the town. However this is town where more than 70% of the locals depend on the fishing industry. A sea wall would completely cut them off of their occupation.
A
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KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
The question arises- Is the wall a necessity? How can Architects intervene so as to not let the identity of the town to be lost? The brief sets us on a deep path of reflection and designing to be able to answer to the most unpredictable vaiableNature.
THE SITE Kesennuma Miyagi Prefecture Japan Area- 332.4 km² Population- 61,957
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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A
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KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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SITE While in higher scale, there is a search and divide between the Cartesian and Entropic Unknown. But as we go into more detailed and focussed scales, the truth becomes apparent, with conflict lacking and mutual understanding leading to Kesennuma to thrive.
Pre-Event Drawn in 1:2000 A
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Event Drawn in 1:2000
Post-Event Drawn in 1:2000 KIBŌ TO SHINKŌ 希望と信仰 Geelong Art Gallery Sections
Pre-Event Drawn in 1:1000
Event Drawn in 1:1000
Post-Event Drawn in 1:1000 ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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The orders on site become the guide for structures to the site.
Considered Site
Secondary structures provide the barrier, and the primary become what keeps the Cartesian and Entropic Unknown
A
Initial Barrier Model
Constituted Barrier Model
Initial Model A
Initial Model C
Initial Model B
Katsuo Ryoshi 漁師
Kumiko Tateguya 建具屋
Vessel of Memories 思い出
Gathering of Fisherman
‘Tekizai Tekisho’. These words originate from Japanese woodwork, meaning to choose the right timber for the right place in a traditional wooden building.
A structure built as a space of memories existing in the analogical thoughts of what was and what is.
C B
70% of the locals rely on the fishing industry. Hence, first priority is given to fisherman’s space during the rebuild. Post-Event Drawn in 1:500 A
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What is known is improved on with the finnesse and knowledge of the traditional woodworkers of Japan.
The structure may not physcially contain objects that constitute memories, but lets architecture provide a memorial for Kesennuma.
Post-Event Order Drawn in 1:500 KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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PROPOSAL The orders reflect the past the present and a roadwork for the future. It is how the people became one with the entropic unknown. By super-imposing these orders of the terrifying events, we begin to visualise a path that allows the people of Kesennuma to not lose their home to the forced cartesian space.
Pre-Event Drawn in 1:100 A
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Pre-Event Order Drawn in 1:100
Event (Dis)Order Drawn in 1:100 KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
Post-Event Drawn in 1:100
Post-Event Order Drawn in 1:100
Combined Order Drawn in 1:100
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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Entropic Unknown Cartesian Space Collage Site Plan+Model A
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KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
Constructed Site Plan
DESIGN Kesennuma exists not because of the human desire to usurp nature’s land, but in the love and admiration the settlers have for the scene set by unknown forces. Setting a wall disrespects not only nature, but all the settlers as well.
Placing these models onto the orders on site, they are further deformed due to the movement of orders after the event. These movements are set and duplicated in the models, as it simply reflects on nature’s demand on the set order and changes it deems necessary.
The previously accumulated models are set according to the orders, as to not disturb the constantly existing balance between the Cartesian space and Entropic Unknown.
Hence, this understanding of specific changes to the site due to the entropic unknown creates strucutres specific tothe site, eventually leading to the containment of the spirit of Kesennuma.
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
If the connection of the cartesian space to the entropic unknown is not maintained., Kesennuma, in time, will cease to exist. Therefore, rather than seawalls that limits freedom, secondary structures are placed that allow nature to constantly reclaim its own, all the while allowing precious time to be gained for the locals of Kesennuma to escape.
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KATSUO RYOSHI 漁師
Elevation Not to Scale
Section Not to Scale
Detailed Section Not to Scale Isonometric Not to Scale
A
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KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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KUMIKO TATEGUYA 建具屋
Elevation Not to Scale
Section Not to Scale
Detailed Section Not to Scale Isonometric Not to Scale
A
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KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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VESSEL OF MEMORIES 思い出
Elevation Not to Scale
Section Not to Scale
Detailed Section Not to Scale Isonometric Not to Scale
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KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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DETAILED MODELS Constructed using no nails or glue, and only wooden joints.
SYNTHESIS Accept the inevitable- the entropic unknown, and the undying spirit of home.
CONCLUSION In a town where the majority works in the fishing industry, hope and faith in their home is needed to retain their past identity. Kibō To Shinkō – Hope & Faith. The discovered structure is temporary, meant to be broken down by
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KIBŌ TO SHINKŌ 希望と信仰 Rebuild of Kesennuma
the waves again, and become a part of the past- A truth that cannot be escaped. But within this temporary structure lies a permanent spirit of the people. When the waves may strike again, the structures will only provide time for escape whilst offering itself as sacrifice. But with undying hope in
the spirit, and faith in their people, Kessenuma will never fail to rise from its misfortunes.
ARCHITECTURE SRD364 Architecture Design Studio 6: Superstudio
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Bachelor’s in Design (Architecture), Year 3 Design Communication
SRD264
THE BRIEF
Unit Chair Mr. Michael Sharman
A clear communication of designs is an integral skill an architect is required to hone.
Team Tutor Mr. Matt Green
The main tool for an architect to communicate is the drawings he puts on the table.
The given structure that was required to be communicated was set with the primary exterior structure as double-brick cavity veneer, constructed with a structural system of priamry steel members.
THE SITE Site Dimensions 25m x 16m Slope Continuous Rise of 5 Degrees from North to South
The project requests for the production of construction drawings to communicate with the clients, and provide instructions to the builders and engineers. C
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MASONRY CHAI HOUSE 1:20 Section Documentation
COMPOSITION SRC363 Studio: Documentation
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PRODUCED BY AN AUTODESK STUDENT VERSION
NO-ELM STREET
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12x J18219 STRAMIT C-SPAN JOISTS ATTACHED TO B18219 C-SPAN BEARERS. SIZING TO BE REFERRED TO IN THE SPECIFICATION DOCUMENT.
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SITE REQUIRES BOTH CUT AND FILL. A GENERAL GRADIENT FROM NORTH BOUNDARY OF 12 DEGREES IS DONE FROM WHICH POINT A FILL IS CONDUCTED. FROM THIS POINT. A STEP-UP IS REQUIRED, AFTER WHICH THE SITE IS CUT TO TILL THE RETAINING WALL. DESIGN DIMENSIONS : THE DESIGN IS 19M X 8M, WITH VARIATIONS TO CERTAIN DIRECTIONS. CONSTRUCTION TECHNOLOGY: THE DESIGN CONSISTS OF BRICK MASONRY LOAD BEARING STRUCTURES. THE FOOTING SYSTEM CONSISTS OF STRIP FOOTING FLOOR FRAMES ARE OF STEEL CONSTRUCTION ROOFING INFORMATION: THE ROOF CONSISTS OF AND ACCESSIBLE GREEN ROOF. AND A 19 DEGREE FALL TRUSSED ROOF WITH A 300X150MM BOX GUTTER SYSTEM.
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PROPOSED DESIGN LEVEL 2
A101: GROUND LEVEL PLAN L1 1:50 FIRST LEVEL PLAN L2 1: 50 ROOF PLAN L3 1: 50
LEVEL 1
A102: DETAILED SECTION S1 1:25
SITE FILL
A103: EAST ELEVATION 1:50 WEST ELEVATION 1:50 DETAILED SECTION S1-D1 DETAILED SECTION S1-D2 A104 NORTH ELEVATION 1:50 SOUTH ELEVATION 1:50 DETAILED SECTION S1-D3 DETAILED SECTION S1-D4
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ARCHITECT:
- SITE PLAN TO BE REFERRED TO FOR SITE GRADING & RLS. - FOOTING AND FRAMING PLANS TO BE REFERRED TO WITH THE PROJECT SPECIFICATION DOCUMENT SECTION 2 FOR FOOTINGS, & SECTION 4 FOR FRAMING. - SITE SECTION TO BE REFERRED TO FOR SITE GRADING. - FLOOR FRAMING SYSTEM SCHEDULE TO BE REFERRED TO IN PROJECT SPECIFICATION DOCUMENT FOR DRAWINGS P3 & P4.
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SITE SECTION
CLIENT:
GROUND LEVEL
300mm Concrete Retaining Wall SITE CUT
SCALE 1:100
PROJECT:
SARAH MICHAELANGELO
MASONRY CHAI RESIDENCE DRAWING TITLE:
Co-operations
DRAWING NO.
SITE PLAN & SITE SECTION
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MASONRY CHAI HOUSE 1:100 Site Plan and Sectio
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NOTES: GROUND
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SITE SITUATED AT 23 NO-ELM STREET, FEDERATE GROVE WOLLONGNONG, NEW SOUTH WALES, AUSTRALIA
GRASS
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SITE EDITING:
LEGEND:
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LOCATION:
SOIL M TYPE - MODERATELY REACTIVE CLAY SOIL SITE BOUNDARY DIMENSION - 25M X 16M AREA - 400M^2 SITE SLOPE - CONTIUOUS RISE OF 5 FROM NORTH TO SOUTH SITE HEIGHT- RL 51.4M TO 53.6
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SITE CLASSIFICATION:
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ARCHITECT: BARWON HOPE COOPERATIONS
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C
53
4814 2079
C
.6
G 5° FALL
PURPLE BORONIA 1.5 M HT
SITE BOUNDARY 16M 0°
.6
C
B
52
D
P D
CONCRETE RETAINING WALL
1 P1
1269
5° FALL
53
53
B 2083
2083
D
D
489
599
3508
.4
52
4814 2466
SETBACK
RL
B
A
2104
C
EXISTING STRUCTURE
RL
P
A
COMPOSITION SRC363 Studio: Documentation
DRAWN BY:
SHEET SIZE
UMID TULADHAR
A1 34
PRODUCED BY AN AUTODESK STUDENT VERSION
.2
.4
5
449
53
D RL
A
449
C
8147
RL
RL
G
4
3508
.2
52
3367
53
B
2104
RL
RL
.0
B
19° FALL
RL
3
.0
52
2121
RL
MAGNOLIA GRANDIFLORA 4M(HT)
SETBACK
RL
A
SETBACK
3870 52
PO
F
2
2622
.8
52
2
.6
O
PR
1
5
2622
RL
D
SE
RL
RE
G
4
3961
A
2573
E
EN
1191
DE
D P
.6
52
SITE BOUNDARY 25M 90°
.4
52
3508
RL
2622
G
IN
CK
F
O
RL
PRODUCED BY AN AUTODESK STUDENT VERSION
SITE BOUNDARY 25M 90°
52
2104
D EXISTING STRUCTURE
52
RO
3
8
SETBACK
.2
2
.1
52
.4
4633
RL
.6
51
2104
P D
2083
C
RL
BUFFALO GRASS
RL
1
3508
3870
B
RL
RL
MAGNOLIA GRANDIFLORA 4M(HT)
DECK .0
5
3870
PORPHYSTONE
52
4
3870
SILVERGRASS
PURPLE BORONIA 1.5 M HT
GRADED CONCRETE 12° PITCH
3
400
DRIVEWAY
2
.4
51
LP D
SITE BOUNDARY 16M 0°
SILVERGRASS
RL
1 RL
PURPLE BORONIA 1.5 M HT
RL
5
2622
A
4
2M TIMBER FRAME
.6
51
3
4532
SETBACK
3534
RL
2 3531
E
SW
PURPLE BORONIA 1.5 M HT
4110 SETBACK
.4
51
5716
1 G W RL
S-S 1
S-S 1
2
1 270
A
3
2991 2200
4
270
5
1568
AJ
S-S 1
PRODUCED BY AN AUTODESK STUDENT VERSION
2
1
3
4
5
2
1
3
4
5
3531
2901
A
AJ
130
196
A
A
AJ
3531
A
4469
A
AJ
D101 WT01
SOIL WITH 200MM THICK VEGETATION GROWING MEDIUM
WT01
SINGLE LEAF ACKLAND CREAM ASH CLAY BRICK AS 110mm THICK BALUSTRADE
MONITORED GARDEN
FFL 52.180
2.
FFL 55.280
365
3.
B
4.
UP
B
FFL 52.870
2121
8.19 m^2
UP
AJ
1.
C
2.
AJ
4.
D102
AJ
D103
C
W101 WT02
C
8. 7.
10mm PLASTERBOARD INTERNAL FINISH WITH R25 INSULATION
6.
10.
12.
8.
13.
7.
14.
6.
2104
GRAVEL SURROUNDING GREEN SPACE AS A BUFFER OF GREEN SPACE TO BALUSTRADE
270mm STEEL REINFORCED CAVITY BRICK MASONRY WALL IN ACCORDANCE TO AS3700:2018
7604
FFL 59.190
D
16. 17.
F
FFL 52.870
SD
AJ
AJ
F
F
3.
15.
4.
14.
5.
13.
6.
12.
7.
FFL 52.880
2732
2.94 m^2 SD EX WT101
W103
W104
2421
3
920 2048
4
5
GROUND FLOOR PLAN
Brick Structure Timber Section
1444
G
250
1
L2
SCALE 1:50
LEGEND:
FFL 55.893
BATHROOM 4 RECTIFIED WHITE GLOSS TILE
3.9 m^2
EX
Articulation Joint
FFL
Finished Floor Level
W000
Window Tag
Grass Hatch
D000
Door Tag
Corrugated Steel
WT00
Wall Tag
Smoke Detector
EX
D204
15130
FFL 62.190
2079
3531
2221
2
1453
1200 3701
8000
3
2421
300mm x 150mm BOX GUTTER
W206
AJ
WT04
1829
1190 2048
4
G
G
5
1
L3
SCALE 1:50
CLIENT:
ARCHITECT:
- FURTHER INFORMATION ON WALLS PROVIDED IN SPECIFICATION DOCUMENT AND DETAILED SECTION ON A102. -PLAN DRAWINGS TO BE REFERRED TO FOR DATUM LINES AND WALL TYPES. -PLAN DRAWINGS TO BE REFERRED TO FOR WINDOW AND DOOR TYPES. SCHEDULES TO BE DONE IN ACCORDANCE TO THESE.
BH
G
5952
380
380L x 225W x 275D RAINHEAD WITH OVERFLOW
FIRST FLOOR PLAN
NOTE:
AJ
W205
SD FFL 55.893 4.23 m^2
472
G
19° FALL
RECTIFIED WHITE GLOSS TILE
W208
472
472
2
1200 3660
8000
AJ
3531
S-S 1
472
1
AJ
2261
F
LAUNDRY ROOM
NON-LOAD BEARING 90mm TIMBER FRAMED WALL WITH 10mmPLASTERBOARD FINISH ON EACH SIDE. R25 INSULATION APPLIED IN BETWEEN FRAME.
W207
D107
WT04
FFL 55.893
14.24 m^2
AJ
D105
F
49.3 m^2
WT03
BED ROOM
STRAMIT STEEL FLOOR FRAMING B18319 C SPAN BEARER & J182234 C SPAN JOIST, ATTACHED TO REINFORCED CONCRETE BEAM ON LOAD BEARING MASONRY. 19MM HARDWOOD APPLIED ON STEEL DECKING WITH R25 INSULATION.
ZINCALUME TRIMDEK CORRUGATED ROOF SHEET @ 0.42 BMT WITH COVER WIDTH 762mm
SYNTHETIC AVANT GARDE CARPET
D206
1610
1610
FFL 52.880
1453
F
FFL 55.893
6.17 m^2 SD
EX
4814
535
BATHROOM 2
RECTIFIED WHITE GLOSS TILE
5.24 m^2 SD EX
WALL UTILIZING FLY ASH CLAY BRICKS ORGANIZED AS STRETCHER BOND.
WET AREA- WATER PROOFING MEBRANE TO BE APPLIED. WALL FINISHING 300X600mm RECTIFIED WHITE GLOSS TILE.
FFL 52.880
14.24 m^2
800
AJ
9.
RECTIFIED WHITE GLOSS TILE
WT03
BED ROOM 1
SYNTHETIC AVANT GARDE CARPET
2079
D203
BATHROOM 3
EX
1009
SD D205
8.
10.
BATHROOM 1
RECTIFIED WHITE GLOSS TILE
W105
W204
2.
16.
11.
AJ
6.17 m^2
1.
17.
KITCHEN WALL FINISH AS SEMI-POLISHED TILES
E
FFL 55.873
UP 18.
WT05
W301
W301
E VOID SET FOR SUNLIGHT THROUGH SKYLIGHT.
HALLWAY
2925
5340
SD
E HERINGBONE TIMBER FINISH
D104
D106
120mm CONCRETE SLAB WITH POLISHED CONCRETE FINISH
AJ
2672
275x275mm MASONRY COLUMN WITHSTEEL REINFORCEMENT AND PORTLAND CEMENT CORE
W102
FFL 52.870
13.34 m^2
1.
4854
FFL 52.870
10.03 m^2
KITCHEN
DARK LIMED OAK VINYL SHEET
2.
972
8000 2079
1453
2
3
2421 S-S 1
HERINGBONE TIMBER FINISH
3.
2622
DINING AREA WT05
E
STEEL REINFORCED BRICK STEPS ON GALVANISED STEEL RISE TO 3000mm TO FIRST FLOOR
WT101
4.
1493
E
2622
E
5.
UP
7796
18.
AJ
4814
1.
2732
2.
1610
3.
AJ
4.
D108
AJ
GREEN ROOF
48.3 m^2
9.
11.
AJ
1610
DECK
D
SKYLIGHT
S-S 1
5.
UP
AJ
SD
D
5886
AJ
15.
18.
L1
1138
2104
AJ
ACCESSIBLE GREEN ROOF ON 200mm GROWING MEDIUM. FURTHER DETAIL ON SECTION DETAIL.
3418
29.9 m^2
9.
D202
3508
14.
10.
575mm x 575mm CAVITY BRICK MASONRY WITH STEEL REINFORCEMENT AND LATERAL TIES & PORTLAND CEMENT CORE
SD
3177
13.
D
3000
12.
D
15.9 m^2
19000
2988
19000
3508
11.
FFL 52.870
17.
2622
C
PRODUCED BY AN AUTODESK STUDENT VERSION
HERINGBONE TIMBER FINISH
16.
4814
DOUBLE LEAF ASH CLAY BRICK AS 230mm THICK BALUSTRADE AT 1000mm HEIGHT
WT02
BED ROOM
D201
15.
N
C
FFL 55.893
3508
AJ
5538
AJ
STORAGE SPACE
PRODUCED BY AN AUTODESK STUDENT VERSION
W203
W201
110mm BRICK FLOORING on 10mm MORTAR BED. R25 INSULATION APPLIED OVER FLOOR FOLLOWED BY FINISHING.
W106
LIVING ROOM
G
4.
SYNTHETIC AVANT GARDE CARPET
1610
2104
468
D
AJ
3.
C
UP
1830
2083
CEDAR SCREEN DECKING
3.
B
B
AJ
W202
ARTICULATION JOINTS TO BE PLACED BEFORE EVERY 6000mm INTERVALS
TIMBER DECKING
2.
B
AJ
AJ 1.
474
3630
AJ
1459
B
4186
5952
5978
1.
FFL 52.180
15.8 m^2
2083
STRETCHER BOND INTERNAL AND EXTERNAL BRICK FINISHING.
GARAGE
EPOXY BASED CONCRETE FINISH
3870
120mm THICK CONCRETE BED WITH POLISH CONCRETE FINISH
3870
3870
MAGNOLIA GRANDIFLORA 4M(HT)
4
2048
5
ROOF PLAN SCALE 1:50
PROJECT:
SARAH MICHAELANGELO
MASONRY CHAI RESIDENCE DRAWING TITLE:
Co-operations
DRAWING NO.
DETAILED ROOF & FLOOR PLANS
A101
Exhaust Fan
SCALE 1:50
DRAWN BY:
SHEET SIZE
UMID TULADHAR
A1
PRODUCED BY AN AUTODESK STUDENT VERSION
C
02
MASONRY CHAI HOUSE 1:50 Floor Plan
COMPOSITION SRC363 Studio: Documentation
35
PRODUCED BY AN AUTODESK STUDENT VERSION
A
B
3869
C
2083
2103
D
E
3508
FFL 62.190
F
2623
BLUESCOPE TRUECORE STEEL FRAME IN ACCORDANCE TO AS1397:2011 & AS/NZS1365:1996
ZINC WALL FLASHING 60mm 3G-30 SHEET HYDRO-CELL HARD FOAM
HIGH TENSILE STEEL Z100-12 Z SECTION STEEL PURLINS WITH Z350 ZINC COATING
GUSSET PLATES
20mm FLO-CELL DRAINAGE LAYER
380L x 225W x 275D RAINHEAD WITH OVERFLOW
ZINCALUME TRIMDEK CORRUGATED ROOF SHEET @ 0.42 BMT WITH COVER WIDTH 762mm
12 GAUGE x 55mm STEEL FIX HEX HEAD SCREW
Bidim A141G GEO-TEXTILE MEMBRANE
G
4814
ZINC WALL FLASHING WATER PROOFING MEMBRANE AROUND ROOFING
3658
0.2mm THICK LPDE PLASTIC SHEET COPPER CAP FLASHING
ROOT BARRIER
DRAINAGE BASKET
WATERPROOFING MEMBRANE
200mm THICK VEGETATION GROWING MEDIUM
300X150mm BOX GUTTER STEEL MESH
ROOF INSULATION 200mm THICK CONCRETE DECKING ON STEEL TO CREATE 1 DEGREE SLOPE
GRAVEL SEPARATION DOUBLE LEAF FLY ASH CLAY BRICK VENEER
S1-D2
CA GROUP ZINC FLASHING
FFL 59.190
LEVEL 2 S1-D1
CA GROUP ZINC FLASHING
GUTTER PLATE 90mm DOWNPIPE
STEEL LINTEL
3243
10624
SYNTHETIC AVANT GARDE CARPET 9mm HARDWOOD PLYWOOD SHEET
W203
BEDROOM 2
R25 BULK INSULATION 40mmx90mm STRAMIT STEEL DECKING
W205
BEDROOM 3 W204
S1-D3
PLINTH/STRETCHER TIMBER BATTEN
270mm CAVITY STRETCHER BOND STEEL REINFORCED FLY ASH CLAY BRICKWORK
9mm PLASTERBOARD WALL FINISH TIMBER BATTEN
NON-LOAD BEARING TIMBER FRAMED WALL WITH 9mm PLYWOOD FINISH.
275X275mm REINFORCED CONCRETE BEAM FOR STRAMIT FLOOR FRAMING
LEVEL 1
R25 BULK INSULATION
90mm INSULATION APPLIED IN VOID OF TIMBER FRAME
R25 BULK INSULATION
FFL 55.873
PRODUCED BY AN AUTODESK STUDENT VERSION
STRAMIT J18219 C SPAN JOIST STRAMIT B18219 C SPAN BEARER FCB 1 STRAMIT BACKET FOR ATTACHMENT
3085
595
W103
BEDROOM 1 W102
BRICKWORK STEPS WITH STEEL REINFORCEMENT & 10mm MORTAR PLACED OF GALVANIZED STEEL PLATES
ANCON SPS WALL TIES TO BE PLACED NO MORE THAN 600mm APART IN ACCORDANCE TO AS4773
CEDAR SCREEN DECKING 10
GROUND LEVEL
110
637
FFL 52.870
GROUND
FFL 52.180
RUBBER CRADLE
S1-D4
40X41mm TIMBER BATTEN R25 INSULATION
S
SCALE 1:25
BRICK CONTSTRUCTION
WOOD FINISH
WOOD FINISH
WATERPROOFING MEMBRANE
CONCRETE
SAW-CUT WOOD
STEEL REINFORCEMENT
GRAVEL
GROUND
GLASS
PLASTER BOARD
FILTER LAYER
COMPACTED FILL
C
02
STEEL
PORTLAND FILL
-ALL MEASUREMENTS ARE SET IN MILLIMETERS. -DRAWING REFERS TO PLANS AND ELEVATIONS. - DATUM LINES & COUNTS SET TO EARLIER DECIDED SITE PLAN.
SYNTHETIC AVANTE GARDE CARPET FLOORING OVER 9MM HARDWOOD PLYWOOD SHEETS
CLIENT:
ARCHITECT:
NOTES:
CONTROLLED COMPACTED FILL BRICK MASONRY FLOORING
400
18999
LEGEND:
MODERATELY REACTIVE SOIL
900mm DEPTH & 400mm WIDE STEEL REINFORCED CONCRETE STRIP FOOTING IN ACCORDANCE TO BCA 1996 VOL 2.(TABLE 3.2.4.1)
900
9mm HERINGBONE TIMBER FINISH ON 9mm HARDWOOD TIMBER SHEETS
S1 DETAILED SECTION
BH
PROJECT:
SARAH MICHAELANGELO
MASONRY CHAI RESIDENCE DRAWING TITLE:
Co-operations
DRAWING NO.
A102
REFERENCE LINE
MASONRY CHAI HOUSE 1:20 Section Documentation
SCALE 1:25 PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
MAGNETITE RETROFIT DOUBLE GLAZED SLIDING WINDOW
COMPOSITION SRC363 Studio: Documentation
SECTION DETAILED
DRAWN BY:
SHEET SIZE
UMID TULADHAR
A1 36
PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION 50x25mm TIMBER WALL BATTEN
4
1
2
3
2048
1453
2079
ROOF LEVEL
FFL 62.094
1183
902
2421
AJ
W301
AJ
594
5
R25 BULK INSULATION 50x25mm TIMBER WALL BATTEN 9mm PLASTERBOARD WALL FINISH R25 BULK INSULATION END CAP 9mm PLASTERBOARD WALL FINISH RUBBER CRADLE END CAP 40x41mm TIMBER FLOOR BATTEN RUBBER CRADLE SYNTHETIC AVANT GARDE CARPET 40x41mm TIMBER FLOOR BATTEN 9mm HARDWOOD PLYWOOD SHEET SYNTHETIC AVANT GARDE CARPET R40 BULK INSULATION 9mm HARDWOOD PLYWOOD SHEET WATERPROOFING MEMBRANE R40 BULK INSULATION 110mm THICK BRICK STRUCTURAL FLOORING WATERPROOFING MEMBRANE 50mm STEEL REINFORCED MORTAR 110mm THICK BRICK STRUCTURAL FLOORING
ANCON WALL TILES PACE BEFORE 600mm INTERVALS STRETCHER BOND 270mm FLY ASHINTERVALS CLAY BRICK ANCON WALL TILES PACE DOUBLE BEFORE 600mm MASONRY STRETCHER BOND 270mm DOUBLE FLY ASH CLAY BRICK MASONRY M CLASS SOIL
2750
W202
FLY-ASH CLAY BRICKS WITH STRETCHER BOND.
W201
M CLASS SOIL
ANCON 5mm diameter GALVANISED STEEL REINFORCEMENT D201
594
729
FFL 59.190
729
206
CONTROLLED COMPACTED FILL
LEVEL 2
206
5936
250 1200
CONTROLLED COMPACTED FILL 50mm STEEL REINFORCED MORTAR
LEVEL 1 BALCONY
FFL 55.280
GARAGE LEVEL
FFL 52.180
900x400mm STEEL REINFORCED STRIP FOOTING FOR M CLASS SOIL IN ACCORDANCE TO TO BCA 1996 VOL 2.(TABLE 3.2.4.1) 900x400mm STEEL REINFORCED STRIP FOOTING FOR M CLASS SOIL IN ACCORDANCE TO TO BCA 1996 VOL 2.(TABLE 3.2.4.1)
W101
900
2750
3986
250
ANCON 5mm diameter GALVANISED STEEL REINFORCEMENT
D103
387
1
2
SCALE 1:10
2058
2411
ROOF LEVEL
400
FFL 62.094
SYNTHETIC AVANT GARDE CARPET SYNTHETIC AVANT GARDE CARPET 9mm HARDWOOD PLYWOOD SHEET 9mm HARDWOOD PLYWOOD SHEET R40 BULK INSULATION R40 BULK INSULATION 9mm PARTICLE BOARD 9mm PARTICLE BOARD 45x90mm STRAMIT STEEL DECKING 45x90mm STRAMIT STEEL DECKING No.10x16mm HEX HEAD SELF DRILLING SCREW No.10x16mm HEX HEAD SELF DRILLING SCREW STRAMIT J18219 C SPAN JOIST STRAMIT J18219 C SPAN JOIST
19° FALL
AJ
AJ
455
AJ
LEVEL 2
3705 3000
400
5
4
1453
2581 2581
2079
3
STRIP FOOTING & GROUND LEVEL FLOOR DETAIL STRIP & GROUND LEVEL FLOOR DETAIL SCALE FOOTING 1:10
W206
FFL 59.190
FCB1 BRACKET FIXED WITH FCB1 BRACKET FIXED WITH 6 6 No.10 x16mm HEX HEAD No.10 x16mm HEX HEAD
300x150mm BOX GUTTER WITH 9mm DIAMETER DOWN PIPE
W207
STRAMIT B18219 C SPAN BEARER STRAMIT B18219 C SPAN BEARER
250
REINFORCED CONCRETE BEAMS FOR STEEL FRAMING ATTACHMENT
BULK INSULATION R40R40 BULK INSULATION
LEVEL 1
9mm PLASTERBOARD CEILING 9mm PLASTERBOARD CEILING
FFL 55.873
9mm PLASTERBOARD FINISH 9mm PLASTERBOARD FINISH BULK INSULATION R25R25 BULK INSULATION
3200 2750
W104
50x25mm TIMBER WALL BATTEN 50x25mm TIMBER WALL BATTEN
D107
270x270mm REINFORCED CONCRETE BEAM 270x270mm REINFORCED CONCRETE BEAM FFL 52.870
200
GROUND LEVEL
A
SOUTH ELEVATION
D4 D4
SCALE 1:50
NOTE:
LEGEND: BRICK HATCH
CONCRETE HATCH
VEGETATION HATCH
STEEL REINFORCEMENT
CONTROLLED FILL
STEEL MEMBER
INSULATION
BRICK BACKGROUND
FIRST FIRSTLEVEL LEVELTO TOWALL WALLSTRUCTURE STRUCTUREDETAIL DETAIL SCALE SCALE1:10 1:10
CLIENT:
ARCHITECT:
- ELEVATION TAGS TO BE REFERRED TO FLOOR PLANS ON A101. - DATUM LINES SET IN ACCORDANCE TO SITE PLAN ON A001. - SECTION DETAILS TO BE REFERRED TO SECTION S1 ON A105. - LEVELS SET IN ACCORDANCE TO FLOOR PLANS AND SITE PLAN.
BH
PROJECT:
SARAH MICHAELANGELO
MASONRY CHAI RESIDENCE DRAWING TITLE:
Co-operations
DRAWING NO.
A103
ELEVATION & DETAILS
DRAWN BY:
SHEET SIZE
UMID TULADHAR
A1
PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
D3 D3 S1 S1
SCALE 1:50
PRODUCED BY AN AUTODESK STUDENT VERSION
A
NORTH ELEVATION
C
02
MASONRY CHAI HOUSE Elevation & Section Detail
COMPOSITION SRC363 Studio: Documentation
37
PRODUCED BY AN AUTODESK STUDENT VERSION
250
900
D101
PRODUCED BY AN AUTODESK STUDENT VERSION
A
B
D
C
3869
2089
F
E
2094
G
2636
3518
4780
ROOF LEVEL
FFL 62.094
ZINCALUME TRIMDEK CORRUGATED ROOF SHEET @ 0.42 BMT WITH COVER WIDTH 762mm
2428
2428
AJ
R11 BULK INSULATION STEEL MESH AJ
AJ
G.I.J BOLT WITH LIMPET & RUBBER WASHER
857
AJ
LEVEL 2
HIGH TENSILE STEEL Z100-12 Z SECTION STEEL PURLINS WITH Z350 ZINC COATING
FFL 59.190
NUT BOLT
3498
250
300x150mm BOX GUTTER WITH 9mm DIAMETER DOWN PIPE
NUT BOLT WITH RUBBER WASHER 300X15mm BOX GUTTER
2392
W208
ZINC WALL FLASHING WATER PROOFING MEMBRANE AROUND ROOFING
AJ
250996
LEVEL 1
380L x 225W x 275D RAINHEAD WITH OVERFLOW
FFL 55.873
TRUSS CHORD BLUESCOPE TRUECORE STEEL FRAME IN ACCORDANCE TO AS1397:2011 & AS/NZS1365:1996 W106
3996
W105
2750
90mm DOWNPIPE
A
FFL 52.870
WEST ELEVATION
D2 S1
SCALE 1:50
F
G
3508
2083
2104
ROOF & GUTTER SYSTEM DETAIL SCALE 1:10
A 3870
ROOF LEVEL
FFL 62.094
970
2622
B
C
D
E
4814
AJ
ZINC WALL FLASHING
ARTICULATION JOINTS TO BE PLACED WITHIN 6M INTERVALS OF MASONRY WALLS.
MEMBRANE FLASHING
3335 1611
AJ
AJ
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
GROUND LEVEL
AJ
INSPECTION CHAMBER
REINFORCED CONCRETE BEAMS FOR STEEL FRAMING ATTACHMENT
SHEET METAL PROTECTION GRAVEL SEPARATION
250 755
WOOD CURB SEPARATION
LEVEL 2
100mm THICK VEGETATION GROWING MEDIUM FFL 59.190
60mm 3G-30 SHEET HYDRO-CELL HARD FOAM Bidim A141G GEO-TEXTILE MEMBRANE
FLY-ASH CLAY BRICKS WITH STRETCHER BOND. 9485 3000 2750
W205
20mm FLO-CELL DRAINAGE LAYER
W203
0.2mm THICK LPDE PLASTIC SHEET
W204
250
RB20 ROOT BARRIER WATERPROOFING MEMBRANE R28 ROOF INSULATION
LEVEL 1 BALCONY
Max. 200mm THICK CONCRETE ON STEEL DECKING TO CREATE A 1 DEGREE SLOPE
FFL 55.280
2950 2700
W103
DRAINAGE BASKET
200
W102
A
GARAGE LEVEL
EAST ELEVATION
FFL 52.180
D1 S1
SCALE 1:50
LEGEND:
NOTE:
BRICK HATCH
CONCRETE HATCH
STEEL MEMBER
VEGETATION HATCH
STEEL REINFORCEMENT
BRICK BACKGROUND
FOAM HATCH
GRAVEL HATCH
INSULATION
ROOT BARRIER
- ELEVATION TAGS TO BE REFERRED TO FLOOR PLANS ON A101. - DATUM LINES SET IN ACCORDANCE TO SITE PLAN ON A001. - SECTION DETAILS TO BE REFERRED TO SECTION S1 ON A105. - LEVELS SET IN ACCORDANCE TO FLOOR PLANS AND SITE PLAN.
SCALE 1:10
CLIENT:
ARCHITECT:
BH
GREEN ROOF DETAIL
PROJECT:
SARAH MICHAELANGELO
MASONRY CHAI RESIDENCE DRAWING TITLE:
Co-operations
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A104
ELEVATION & DETAILS
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SHEET SIZE
UMID TULADHAR
A1
PRODUCED BY AN AUTODESK STUDENT VERSION
C
02
MASONRY CHAI HOUSE Elevation & Section Detail
COMPOSITION SRC363 Studio: Documentation
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