Masters of Architecture Application Portfolio by Simrat mehta

MASTERS OF ARCHITECTURE APPLICATION SIMRAT MEHTA

STUDENT ID - 794105 BACHELOR OF ENVIRONMENTS 2018

Floating Pixels, Photogamtry Bourke St, AA Visiting School, 2018

WORK EXPERIENCE

PUBLICATION

STUDENT OF ARCHITECTURE @ KOSLOFF ARCHITECTURE

GLOBAL ARCHITECTURAL PROFILING 2018 CATALOGUE

JANUARY 2020 - PRESENT

Administration work Construction Administration Competition entries Marketing and presentation drawings Meeting presentations and events

STUDENT OF ARCHITECTURE @ JOHN WARDLE ARCHITECTS

SIMRAT MEHTA Student of Architecture Bachelor of Environments The University of Melbourne

+61 401 333 517, +91 7717316211 mehta.simrat@gmail.com 33 Mackenzie St, Melbourne, 3000 I believe in a humanistic approach to design that is informed by its context and the users of the space. Since graduating in 2018, I have worked with John Wardle Architects, Woods Bagot and currently with Kosloff Architecture while managing my food startup. My role as a Student of Architecture has allowed me to be on a varied range of project phases and scales like

MARCH 2019 - JANUARY 2020

VICE PRESIDENT, ARCHICLE CLUB MAY 2018 - DECEMBER 2018

CATALOGUE TEAM LEADER, GLOBAL ARCHITECTURE PROFILING EXHIBITION 2018 APRIL 2018 - OCTOBER 2018

Administration work

COMMITTEE MEMBER, AND SPEAKER SERIES

Construction Administration

2018

Competition entries Marketing and presentation drawings

EDUCATION OFFICER, ARCHITECTURE AND BUILDING ASSOCIATION

Meeting presentations and events

2017-2018

STUDENT @ WOODS BAGOT

EVENTS TEAM, BUILT INDUSTRY GROUP ASSOCIATION

FEBRUARY 2019 - MARCH 2019

Architectural Audit for Swinburne University’s land and property assets.

CO-FOUNDER@BIRYANI SINGH STARTUP DECEMBER 2017 -PRESENT

Biryani Singh is a food start up business that I Co- Founded with my Father in Chandigarh, India. It is a cloud based food delivery system with no physical outlets, serving an experimental take on traditional Biryanis.

Education, Public and Commercial and in doing so I have learned a lot. Currently, I am in Chandigarh, India freelancing on

GRAPHIC DESIGN INTERN @ THE UNIVERSITY OF MELBOURNE

design projects and managing my food start up, Biryani Singh

MAY 2017 - DECEMBER 2018

which gives the opportunity to be exposed to the business end of running a project.

COMMITTEES/ SOCIETIES

INTERNSHIP @ ATELIER ARCHITECTS, INDIA NOVEMBER 2016 - FEBRUARY 2017

2017 - 2018

ACHIEVEMENTS/ COMPETITIONS PARTICIPATION, SUPER STUDIO 2018 SONA FINALIST, STUDENT ENTERPRISE PROGRAM, THE UNIVERSITY OF MELBOURNE TOP 10% OF SUBJECT, DIGITAL DESIGN AND FABRICATION

SOFTWARES REVIT RHINO 3D SKETCH UP

VRAY AUTOCAD KEY SHOT RENDERER

REFERENCES

MICROSOFT SUITE ENSCAPE RENDERER ADOBE

Ellen Terrill, Architect, John Wardle Architects, 0450 096 662. Blair Gardiner, Senior Lecturer in Construction Technology, The University Of Melbourne, +61 3 8344 6939, b.gardiner@unimelb.edu.au

CONTENTS STUDIO FIRE

3rd Year, Semester 2, 2018

DIGITAL DESIGN AND FABRICATION 2nd Year, Semester 1, 2017

STUDIO AIR

3rd Year, Semester 1, 2018

AA VISITING SCHOOL MELBOURNE 3rd Year, Winter break, 2018

NORTHUMBERLAND, JOHN WARDLE ARCHITECTS 2019

Studio Fire 2018

Independent third year Capstone Project.

Schools are spaces that are underutilized public spaces. What if we open up the school to its near community and expose the students to the world instead of protecting them in a bubble?

The space is a language created and stitched together through a pattern forming a language. Each part of the environment is given its character by the collection of patterns which is built to create a social spaces within this envelope. Pavilions or small buildings are arranged to stimulate circulation and movement in the space. to allow for collisions and conversations. The structure follows the social spaces.

Height The site is surrounded by towering buildings on 3 sides. Hence instead of adding to the skyline, the proposed building is spread out with 2 levels to induce a warm homely feeling instead of an intimadating experience.

The social spaces according to the program are tutorial rooms, meeting spaces, teacher/student nooks, open collaboration spaces, sports complex, cafes and quite spaces. These spaces of interaction form a collage of experiences that enhance the student experience and wellbeing. The spaces are transition from low height spaces to bigger and then smaller. These differences in height aim to reduce this feeling of anxiety that is often free floating in a large open monolithic building. The materiality of the structure aims to engage the user’s senses by exposing them to the character of the material. Materiality truthfulness is

His tor i

Heritage and Materiality

ric

The site’s history plays a major influence in the surrounding existing context and informs the form and the materiality of the proposed building. The Terrace houses and the use of red bricks

H ce rra Te

Puncturing the Building Green spaces have been introduced within the building as by puncturing voids. The purpose of the voids is not only to provide a green space within the building but it is also to allow for natural light to flood through the floor plates.

crucial here and plays in to the concept of the building.

Green Mound One of the main concerns of the site was the lack of green spaces with in the school boundaries. The proposed site was the remaining green space. The proposed building, instead of covering this space, pushes the green spaces into mound while submerging the basketball court into the ground. The curved roof of the sunken sports complex then becomes a playable space for kids.

Negative Spaces The four forces create the main negative spaces in the main block. These voids acknowledge and create a face for each side of the site shedding the need for one single face of the building.

Site Porosity et

l ya Ro e

d ra Pa

ry Sto

e Str

3 main user groups affect the site, students accessing the new school from the old site, accessibility of parents or visitors from Story st and main access entry point from Royal Parade for after hours access.

Student Spaces in First Floor Study spaces Classrooms Meeting rooms Quite study pods Open study spaces Informal study desks

View A showing Study Staircase and informal learning spaces

Atrium in Ground Floor

C’

Cafe Library Green study spaces Exhibition spaces Informal study spaces Reception Parent- teacher spaces

Sunken Sports Complex in the Basement Basketball court Changing rooms and toilets After hours access Bleachers

Site Plan

View B showing interior Courtyard Garden Ground floor atrium is a welcoming warm space. It is a social space for students and teachers. A space for mingle while on the way to class at 9AM. The warmth of the space is a result of using CLT panels. The atrium is intended to be used as an exhibition space by students or be leased out by the school after hours for events. All social spaces such as the cafe, informal and formal study spaces, library and the study stairs are located on this level.

PERSPECTIVE SECTION CC’

Digital design & fabrication 2017

Shortlisted in the top 10% of the subject; work selected and exhibited at the MSD X Group Project of 3 members. Individidual responsibility in design development, model making & 3d modelling

Envelope is conceived around the idea of the relation between personal space and human behavior. Questions of what and how personal space evolves in different situations were pushed and broken down to understand the answers. This idea of personal space as a second skin was explored through its design and prototyping. In a group of 3, the design was an outcome of all our ideas and definitions around this idea of what personal space meant to us. From our initial design exercises we took forward the idea of using the pentagonal shaped fruit-lets as a building unit for our design and add an embracing aspect to its function and also to adhere the use of gadgets that have become a part of our personal space. Initial sketch concept diagrams

Sketch diagrams realised and modelled in 3D on Rhino

As we progressed further in to the developmental process we used each panel as an instrument to visually represent our concept of personal space. The punctures of various sizes created on each panel show the variation in personal space.

To realise our deisgn in 1:1 scale, we prototyped and tested materiality and technology and modified our design to achieve its design intent.

Our final design model was built using dodecahedrons with movement joints and flexibility.

The modern human: Concept photocollage

Studio Air 2018

Group Project of 3 members. Individidual responsibility in Design development, model making & 3D modelling Facade/walls

Design Studio Air was about designing a new order of column for the Northcourt Town hall that was designed in classical architecture. My ability of processing design in a more traditional 2D method and my inability of realizing the capabilities of parametric Proposed town hall

modeling was challenged in this studio. In the process of creating a New Order ,we gained the ability to create a space that had a deeper design philosophy through representational tools such as ornamentation, form finding and algorithmic modeling.

Floor plate

Columns

Exploded Isometric

Artistic impression of the new order of columns at the NorthCourt Townhall

SECTION A-A’

Section BB’

B’

A’

Ground Floor Plan

The use of parametric modeling to communicate and engage the user with structure by creating a dialogue is visible in our usage of material ornamentation, which was symbolic of the demographic growth and the flora and fauna of Merri Creek region. Using softwares such as Rhino 3D and Grasshopper allowed us to physically visualize the form and gave us the freedom to further develop and manipulate algorithms to suit our philosophy. Through the process of continuous iterations of Blended histories: a representation of the clashing representations of forms and ornamentation.

each possible design led us to the final form of the building.

The proposed town hall is comprised of 2 parts that define the structure, the columns and the facade. Each column used is based on the different moments of the assigned Frog, and the facade shows the characteristic behavior of the assigned plant of the region.

AA Visiting School, Melbourne 2018 Exhibited at the MSD X exhibition

Today, our present has become the future, it’s a time where lines between the physical and virtual realities are being blurred out and the city fabric has become densely populated by data and information. As architects, these formulate as the new site conditions and a need for a new medium of experience is required. One that moves beyond the 2D drawings of the unbuilt and towards a reality of space that is free of the physical constraints offering an infinite immersion and experience. Our project was about activating the public space through the means of augmented technology. It was a project that was focused on reengaging with the users by amplifying spatial experiences. Our site was a graffiti wall called the Jungle Oasis by the artist Makatron on Bourke street. It’s busy road traffic and proximity to the train station makes it an integral public space. We used the existing mural wall and layered it with our own interpretation of the graffiti in the form of digital graffiti.

Futuristic Australian Carpenter Bee in the Digital Jungle World

Digital Graffiti

Displayed work at the AAVS Exhibition Point cloud map of the Graffiti wall at Bourke St.

Northumberland 2019, John Wardle Architects Supervisor - Stephen Georgalas, Senior Project Leader stephen.georgalas@johnwardlearchitects.com

CA Phase

Collingwood, Melbourne BIM |CAD Construction documentation and RFIs

Northumberland is a commercial project located in

3D View of the Project

Collingwood, Melbourne on a culturally rich site. It is a collection of 2 buildings that are different in height and materiality adtding to the complexity of the project. As a Student of Architecture at John Wardle Architects, I was a part of this project team in its final stage, Construction administration phase. Working on construction details, assisting the project leader on RFIs and visiting the site comprised majority of my responsibilities on this project.

Artistic expression of the entrance

THE DISTANCE BETWEEN THESE MARKS SHOULD MEASURE AS 100mm WHEN SHEET IS PRINTED TO SCALE AS INDICATED

ROOF PENETRATION

RP-02 Sim

5 6352

STAIR ROOF C

FLASHING OVER RAISED HOB TO SERVICES PENETRATIONS

RP-02 RP-01

RP-01

FOLDED ALUMINIUM CAPPING ON STEEL PLATE OVER WINDOW 3deg FALL

Sim

5 6352

2150

LAP WATERPROOF MEMBRANE OVER KERB.

1850

X.BR-01

2150

1850

OPEN

P.C-02

EOTF BIKE STORE - ELEVATION 13 Scale 1 : 50

EOTF BIKE STORE - ELEVATION 14

Scale 1 : 50

LEVEL L02 SSL 30.250

W.P-01 X.BR-02

1850

2150

P.M-01

EOTF BIKE STORE - ELEVATION 16

Scale 1 : 50

500

BRIDGE LINK BEYOND

1510

1200

2450 1200

100

(MIN 1500)

500 500

500

500 500 1500

500

500 500 500

100

1400 SETOUT

1800

PA-10

1800

2970 SETOUT

1800

ALIGN

100

EOTF CYCLIST STORE

1800

800

100

500 100

100

COL

BIKE REPAIR

SCT-F1

8 6352

500

350

500

350

FRAME RESTRAINT AT TOP

500

1220

500

G.F-04

500

FRAME RESTRAINT AT TOP

R.L. 41.550 610

610

500

STEEL CLEAT TO SLAB STEEL CLEAT TO SLAB EDGE SUPPORTING SCREEN EDGE SUPPORTING SCREEN SUB-FRAMING STRUCTURE SUB-FRAMING STRUCTURE

CD-01 500

500

R.L. 41.500

CS-01

500

SCT-F1

350

P.M-01

W.S-21

W.M-01

CD-01

SCT-F1 P.M-01

W.M-01

OP OF MULLIONS TO HAVE FULLY ELDED STEEL CAPS

G.F-06

CLEAT TO SLAB EDGE SUPPORTING FRAME OUTRIGGER BOLTED CONNECTION

CHANGE ROOMS (MALE)

STEEL PLATE BEAM STIFFENER'S STEEL PLATE BEAM STIFFENER'S

PODIUM SCREENS

XT-03 THERMAL INSULATION

INFILL WALL BETWEEN MULLIONS

5 3513

R.L. 25.665 Scale 1 : 10

R.L. 25.665

Scale 1 : 10

150

PELMET ZONE (FUTURE BLIND/CURTAIN BY TENANT)

TEEL CLEAT FIXED TO ACADE MULLION UPPORTING SCREEN UB-FRAMING STRUCTURE

FFL 23.190

FFL 23.128

PLATED PFC TRANSOM. CONCEAL FIX TO STEEL COLUMNS.

SCT-A4

LEVEL G02 SSL 23.075

FRAME RESTRAINT AT BOTTOM STEEL MULLION BEYOND

FRAME RESTRAINT AT BOTTOM

R.L. 23.140

LEVEL G02 SSL 23.075

150

150 STEEL 20 CLEAT TO FACADE MULLION SUPPORTING SCREEN SUBFRAMING TRANSOM - PLATED PFC STRUCTURE

SCT-F1

PLATED PFC STEEL TRANSOM. PLATED PFC STEEL TRANSOM. CONCEAL FIX TO STEEL COLUMNS 20 150 CONCEAL FIX TO STEEL COLUMNS

R.L. 23.053

SPRINKLER HEAD

150

6 3502

150

FFL 25.200

500 500 500MM MAX. FROM GLAZING LINE 500MM MAX. FROM GLAZING LINE

20mm SHADOWLINE LINEAR AIR SLOT DIFUSER

PODIUM SCREENS

ALIGN

BOLTED CONNECTION OFF FRAME TO CLEATS

STEEL CLEAT TO SLAB EDGE STEEL CLEAT TO SLAB EDGE

E/A OUTRIGGER SUPPPORTING SLAB EDGE

G.F-06

INTERNAL STAIR

150

FFL 23.053

12 6513

U/S TRANSOM

R.L. 23.140

FFL 23.053

LEVEL G02 SSL 23.075

FFL 23.040

LEVEL G02 SSL 23.075

STAIR LANDING

FRAME RESTRAINT AT BOTTOM

STEEL CLEAT TO FACADE MULLION SUPPORTING SCREEN SUBFRAMING STRUCTURE

FFL 23.090

R.L. 19.970

CONTINUE TILES TO SPANDREL LINE

R.L. 19.860

LEVEL G01 RL 20.250

XT-11

XT-11 WP MEMBRANE

MX-02

CONCRETE UPSTAND

WP MEMBRANE

FINISHES ZONE TENANCY WORKS

PAVING

PAVING LINE OF OPERABLE DOOR BEYOND

F.F.L 19.970

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LEVEL G01 RL 20.250

LEVEL G01 CONCRETE UPSTAND RL 20.250 FINISHES ZONE TENANCY WORKS

G.F-06

CONT. FABRICATED STEEL ANGLE

CD-05

BOH LOBBY

65 35

CD-05

MX-02

FOOTPATH PAVEMENT.

WP MEMBRANE

MX-02

FOOTPATH PAVEMENT.

FFL 19.310

R.L. 19.200

CONCRETE UPSTAND

FFL 19.080

7 3502

SECTION DETAIL - SOUTH FACADE Scale 1 : 10

5 3511

SECTION DETAIL - SOUTH FACADE Scale 1 : 10

4 1501

REFER TO 7200 SERIES FOR DOOR SCHEDULE / DOOR DETAILS REFER TO 7500 SERIES FOR WALL TYPES EXISTING BUILDING - NOT IN SCOPE OF WORKS

Rev. B FXP FIXED PANEL C OPP OPERABLE PANEL LT.FX LIGHT FIXTURE D DJ DUMMY JOINT E (REFER DETAIL 15/ AR6352) F

Appr. by Revision Description DRAFT FOR CONSTRUCTION DRAFT FOR CONSTRUCTION DRAFT FOR CONSTRUCTION DRAFT FOR CONSTRUCTION FOR CONSTRUCTION UPDATE

Date 05.07.2018 03.08.2018 13.09.2018 14.09.2018 20.11.2018

FOLDED ALUM. CAPPING BETWEEN MULLIONS SECTION DETAIL - WEST FACADE

8 SECTION DETAIL3501 - WEST 8 ScaleFACADE 1 : 10 R.L. 19.220 3501 Scale 1 : 10

CONT. STEEL ANGLE

CD.05 SKIRTING WATERPROOFING MEMBRANE

MX-02

FC-11

PV-01

EXT. PAVING

65 35

SECTION DETAIL - SOUTH FACADE Scale 1 : 10

MT-01

3mm FOLDED ALUMINIUM ON SUBSTRATED LINING INTERNAL SILL BETWEEN MULLIONS

11 6513

THIS DRAWING IS AN UNCONTROLLED COPY UNLESS STAMPED OTHERWISE Client THIS DRAWING IS AN UNCONTROLLED COPY UNLESS STAMPED OTHERWISE General Notes

MT-01

ALIGN

GROCON

General Notes

6101

Scale 1 : 2

Project No.

1515

CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY JOB COMMENCES. DOOR TAG CONTRACTORS SHALL VERIFYALL JOB DIMENSIONS BEFORE JOB COMMENCES. SHOP DRAWINGS SHALLANY BE SUBMITTED TO THE SUPERINTENDENT AND MANUFACTUREDOOR TAG G.F-01 02.04 02.04 FLOOR LEVEL.DOOR NUMBER ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE SUPERINTENDENT AND MANUFACTURE SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED 02.04 02.04 FLOOR LEVEL.DOOR DT01 SHALL NOT COMMENCE PRIOR THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED DT01NUMBER DOOR TYPE BYTO THE CONSULTANT. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. THIS Date MAY 2017 DT01 G.ST-01 DT01 DOOR TYPE BY THE CONSULTANT. FIGURED DIMENSIONS SHALL TAKEIN PRECEDENCE OVER SCALED. THIS CONTRACT, DRAWING SHOULD BE READ CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS REFER AR7200 SERIES FOR DOOR DETAILS DRAWING SHOULD BE READ IN CONJUNCTION ALL RELEVANT AND DRAWINGS. WITH COPYRIGHT OFProject THIS CONTRACT, DRAWING ISSPECIFICATIONS VESTED IN JOHN WARDLE ARCHITECTS. REFER AR7200 SERIES FOR DOOR DETAILS Drwn AK AND DRAWINGS. COPYRIGHT OF THIS DRAWING IS VESTED IN JOHN WARDLE ARCHITECTS. R.L. RELATIVE LEVEL HEIGHT DATUM M.SC-01 2- 16 Northumberland Street, Collingwood IT IS THE POLICY OF JOHN WARDLE ARCHITECTS TO PROVIDE INFORMATION IN HARD R.L.COPY RELATIVE LEVEL HEIGHT DATUM

NORTHUMBERLAND

LOCALISED SETDOWN

W.P. MEMBRANE

MX-02

FOOTPATH PAVEMENT.

D19 3mm FOLDED G01 ALUMINIUM ON SUBSTRATED LINING BOH LOBBY INTERNAL SILL BETWEEN MULLIONS RECESSED ENTRY MAT

SOUTH FACADE - SILL 14 SOUTH FACADE 6101 - SILLScale LINING 14 1 : 2 DETAIL SECTION DETAIL - SOUTH FACADE Scale 1 : 10

LEVEL G01 RL 20.250

CONTINUE TILES TO GLAZING LINE

STEEL PLATE PORTAL TO ENTRY BEYOND SEALED JUNCTION

SECTION DETAIL 1 SECTION DETAIL3510 - SOUTH 1 Scale 1FACADE : 10 3510 Scale 1 : 10 MULLION BEYOND

W.P. MEMBRANE

- SOUTH FACADE

CONTINUE TILES TO SPANDREL LINE

R.L. 19.882 R.L. 19.882

R.L. 19.860

LOCALISED SETDOWN

65 35

R.L. 19.860

150

CD-05

STEEL PLATE SKIRTING

MX-02

FOOTPATH PAVEMENT.

STEEL PLATE PORTAL TO ENTRY BEYOND

CONT. FABRICATED STEEL ANGLE

65 35

W.P. MEMBRANE

STEEL PLATE SKIRTING

W.P. MEMBRANE

65 35

MX-02

CONT. FABRICATED STEEL ANGLE

65 35

OF COLUMN CD-05 STEELLINE PLATE SKIRTING STEEL PLATE SKIRTING WP MEMBRANE MX-02 WP MEMBRANE MX-02

FOOTPATH PAVEMENT.

SEALED JUNCTION

R.L. 19.200

Scale @ A0

As indicated

FACADE SYSTEM TAG G.F-01 FACADE SYSTEM TAG G.ST-01 FACADE SUNSHADE TYPE TAG Co-Ord AK FACADE SUNSHADE TYPE TAG

AK Chck M.SC-01 PODIUM SCREEN PANEL TYPE TAG PODIUM SCREEN PANEL TYPE TAG

CONCRETE UPSTAND

7 3502

SECTION DETAIL - SOUTH FACADE 7 SECTION DETAIL3502 - SOUTH Scale 1FACADE : 10 Scale 1 : 10

5 3511

FFL 19.080

SECTION DETAIL - SOUTH FACADE 5 SECTION DETAIL3511 - SOUTH Scale 1FACADE : 10

FFL 19.310 R.L. 19.220 R.L. 19.200

R.L. 19.220

FOLDED ALUM. CAPPING BETWEEN MULLIONS

FFL 19.080

EXT. PAVING

MX-02 EXT. PAVING

BOH LOBBY

MX-02

PV-01

FC-11

PV-01

RECESSED ENTRY MAT

ALIGN

Scale 1 : 10

PLATED STEEL MULLION BEYOND

D19 G01

CONT. STEEL ANGLE

Scale 1 : 10

Appr. Appr. Rev. by Revision Description Rev. by Revision Description B DRAFT FOR CONSTRUCTION REFER TO 1500 SERIES FOR FACADE SET-OUT PLANS REFER TO 7200 SERIES FOR DOOR SCHEDULE / DOOR DETAILS FXP FIXED PANEL B DRAFT FOR CONSTRUCTION REFER TO 1500 SERIES FOR FACADE SET-OUT TO 7200 SERIES FOR DOOR SCHEDULE DOOR DETAILS FXP FIXED PANEL C DRAFT FOR CONSTRUCTION OPP OPERABLE PANEL REFER TO 1500 SERIESPLANS FOR SPANDREL / VISION PANEL CHANGESREFER BY LEVEL REFER TO 7500 SERIES/ FOR WALL TYPES C DRAFT FOR CONSTRUCTION OPP OPERABLE PANELLT.FX LIGHT FIXTURE REFER TO 1500 SERIES FOR SPANDREL / VISION PANEL CHANGES BY LEVEL REFER TO 7500 SERIES FOR WALL TYPES REFER TO 1500 DRAWING FOR FACADE SYSTEM & SUNSHADE TYPE DETAILS D DRAFT FOR CONSTRUCTION LT.FX LIGHT FIXTURE REFER TO 1500 DRAWING FOR FACADE SYSTEM & SUNSHADE TYPE DETAILS D DRAFT FOR CONSTRUCTION DJ DUMMY JOINT REFER TO 1505 DRAWING FOR NORTH, HORIZONTAL SUNSHADE SET-OUT E DRAFT FOR CONSTRUCTION EXISTING BUILDING - NOT IN SCOPE OF WORKS DJ DUMMY JOINT REFER TO 1505 DRAWING FOR NORTH, SET-OUT DRAFT FOR CONSTRUCTION (REFER EDETAIL 15/ AR6352) REFER TO 3005HORIZONTAL FOR PODIUM SUNSHADE ELEVATIONS WITHOUT SCREENS EXISTING BUILDING - NOT IN SCOPE OF WORKS F FOR CONSTRUCTION UPDATE (REFER DETAIL 15/ AR6352) REFER TO 3005 FOR PODIUM ELEVATIONS WITHOUT SCREENS REFER TO 3008 DRAWING FOR EAST & WEST, VERTICAL SUNSHADE SET-OUT F FOR CONSTRUCTION UPDATE

FOLDED ALUM. CAPPING BETWEEN MULLIONS

SECTION DETAIL - EAST FACADE

2 3513

PLATED STEEL MULLION BEYOND

CD.05 SKIRTING CD.05 SKIRTING WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE

CONCRETE UPSTAND

INTERNAL STAIR

COLUMN

G.F-06

G.F-06 FFL 19.310

FIXED, GLAZED SIDE PANEL

LEVEL G01 RL 20.250

BOH LOBBY

LINE OF COLUMN

OPERABLE, GLAZED SLIDING DOOR

STEEL MULLION BEYOND

BOH LOBBY

AUTOMATIC SLIDING DOOR OPERATOR & MOTOR

LINE OF OPERABLE DOOR BEYOND

CD-05

FOOTPATH PAVEMENT.

5mm POWDERCOATED 5mm POWDERCOATED ALUMINIUM COVER SHEET TO ALUMINIUM COVER SHEET TOINSIDE FACE OF CONCRETE INSIDE FACE OF CONCRETE UPSTAND & MULLION PLATE UPSTAND & MULLION PLATE CONNECTION EXPOSED ALONG CONNECTION EXPOSED ALONG EDGE OF RAMPED FLOOR REVISIONS K: EDGE OF RAMPED FLOOR AREA. REVISIONS K: - HOB RAISED IN COMMERCIAL LOBBY 1 AREA. HOB RAISED IN COMMERCIAL- HOB LOBBY 1 DETAILS AMMENDED TO MATCH ENGINEER'S DETAIL ALUMINIUM SHEET CUT -TO FIXING ALUMINIUM SHEET CUT TO FOLLOW LINE OF RAMP - HOB FIXING DETAILS AMMENDED TO MATCH ENGINEER'S DETAIL LINING DETAIL - COMMENTS AMMENDED TO SUIT ENGINEER'S DETAILS FOLLOW LINE OF RAMP - COMMENTS AMMENDED TO SUIT ENGINEER'S DETAILS

LEVEL G01 RL 20.250

STEEL CLEATS OFF FACE MULLIONS, STEEL CLEATS OFF FACE MULLIONS, BOLT FIXED TO CONTINUOUS STEEL BOLT FIXED TO CONTINUOUS PLATE STEEL PLATE CONTINUOUS PLATE BEYOND CONTINUOUS PLATE BEYOND

R.L. 19.882

150

R.L. 19.860

LEVEL G01 RL 20.250

SHS HORIZONTALS, WELDED TO SHS HORIZONTALS, WELDED CONTINUOUS, TO STEEL PLATES ON CONTINUOUS, STEEL PLATESBOTH ON ENDS FOR SCREEN FIXING BOTH ENDS FOR SCREEN FIXING

FFL 19.970

LEVEL G01 RL 20.250

Documenting Wall details and Wall types on Revit CONT. FABRICATED STEEL ANGLE CONT. FABRICATED STEEL ANGLE

MX-02

FOOTPATH PAVEMENT.

G.F-06

G.F-06 CONTINUE TILES TO SPANDREL LINE

FIXED, GLAZED SIDE PANEL

SCT-F1

LEVEL G01 RL 20.250

LEVEL G01 RL 20.250 G.F-06

AUTOMATIC SLIDING DOOR OPERATOR & MOTOR

TOP OF STEEL PLATE (CD-05)

STEEL MULLION BEYOND

OPERABLE, GLAZED SLIDING DOOR

INTERNAL SPANDREL LINING

G.F-06

R.L. 19.970

R.L. 19.860

LOCALISED SETDOWN

SUBGRADE, REFER CIVIL ENG. SUBGRADE, REFER CIVIL ENG.DRAWINGS DRAWINGS SECTION DETAIL - SOUTH FACADE 13 PLATED STEEL MULLION SECTION DETAIL6513 - SOUTH Scale 1FACADE : 10 CONCRETE BASE13FOR PAVERS, BEYOND 6513 Scale 1 : 10 CONCRETE BASE FOR PAVERS, REFER CIVIL ENG. REFER CIVIL ENG. MULLION BEYOND

G.F-06

LINE OF COLUMN STEEL PLATE SKIRTING

LEVEL G01 RL 20.250

COMMERCIAL LOBBY 02

STEEL MULLION BEYOND

FOLDED 3mm ALUMINIUM CAPPING TO SILL

COLUMN

STEEL PLATE SKIRTING

/2019 5:18:30 PM sers\alexandra.morrison\Documents\1515_Grocon_BUILDING_DD_alexandra.morrison.rvt

CD-05

W.P. MEMBRANE

19 5:18:30 PM rs\alexandra.morrison\Documents\1515_Grocon_BUILDING_DD_alexandra.morrison.rvt

LOCALISED SETDOWN

CAPPING TO SILL

CONCRETE UPSTAND

65 35

R.L. 19.860

LEVEL G01 FOLDED 3mm ALUMINIUMRL 20.250

COMMERCIAL LOBBY 02

STEEL MULLION BEYOND

FOLDED 3mm ALUMINIUM G.F-06 CONTINUE TILES TO CAPPING TO SILL GLAZING LINE 14 G.F-06 R.L. 19.860 14 R.L. 19.860 R.L. 19.945 R.L. 19.970 6101 6101 R.L. 19.970 R.L. 19.945 R.L. 19.9705mm R.L. 19.970 ALUMINIUM R.L. 19.970 5mm ALUMINIUM COVER SHEET INSIDE R.L. 19.882 14 COVER SHEET INSIDE FACE OF CONCRETE 14 6101 FACE OF CONCRETE UPSTAND CONT. FABRICATED STEEL ANGLE 6101 UPSTAND 5mm ALUMINIUM COVER CONT. FABRICATED STEEL ANGLE SHEET INSIDE FACE OF 5mm ALUMINIUM COVER STEEL PLATE SKIRTING CD-05 MT-01 R.L. 19.882 SHEET INSIDE FACE OF CONCRETE UPSTAND MT-01 CD-05 STEEL PLATE SKIRTING MT-01 R.L. 19.882 FOLDED 3mm ALUMINIUM CAPPING TO SILL

F.F.L 19.970

STEEL MULLION BEYOND

CONTINUOUS PLATE BEYOND

150

FOLDED ALUM. CAPPING BETWEEN MULLIONS

CD.05

MX-02

STEEL CLEATS OFF FACE MULLIONS, BOLT FIXED TO CONTINUOUS STEEL PLATE

R.L. 19.882 CONT. FABRICATED STEEL ANGLE

DETAIL - SOUTH FACADE

S BY LEVEL PE DETAILS SET-OUT

SHS HORIZONTALS, WELDED TO CONTINUOUS, STEEL PLATES ON BOTH ENDS FOR SCREEN FIXING

FFL 19.970

R.L. 19.882

LEVEL G01 RL 20.250

G.F-06

LEVEL G01 RL 20.250

CONTINUE TILES TO GLAZING LINE

LEVEL G01 RL 20.250

COMMERCIAL LOBBY 02

FIXED, GLAZED SIDE PANEL

STEEL MULLION BEYOND

COMMERCIAL LOBBY 02

STRUCTURAL STEEL SUPPORTING DOOR MECHANISM & FACADE GLAZING

MT-01

BOH LOBBY RECESSED ENTRY MAT

MT-01

G.F-06

OPERABLE, GLAZED SLIDING DOOR

R.L. 20.290

SCT-F1

LEVEL G01 RL 20.250

310

LEVEL G01 RL 20.250

R.L. 20.350

R.L. 20.350 R.L. 20.290

INTERNAL SPANDREL LINING

G.F-06

COMMERCIAL LOBBY 02

STEEL REVEAL BEYOND

FFL 21.855 STRUCTURAL STEEL SUPPORTING DOOR MECHANISM & FACADE GLAZING

FFL 21.780

AUTOMATIC SLIDING DOOR OPERATOR & MOTOR

PLATE (CD-05)

65 35

4 1501

Date 05.07.2018 03.08.2018 13.09.2018 14.09.2018 20.11.2018

SECTION DETAIL - SOUTH FACADE 4 SECTION DETAIL1501 - SOUTH Scale 1FACADE : 10

11 6513

Scale 1 : 10

Date 05.07.2018 03.08.2018 13.09.2018 14.09.2018 20.11.2018

Client

Project

GROCON

Client

SECTION DETAIL - SOUTH FACADE 11 SECTION DETAIL6513 - SOUTH Scale 1FACADE : 10 Scale 1 : 10

GROCON

Project

NORTHUMBERLAND NORTHUMBERLAND 2- 16 Northumberland Street, Collingwood 2- 16 Northumberland Street, Collingwood

Project No.

Date

Project No. Scale @ A0

Scale @ A0

Date

Co-Ord AK

1515

MAY 2017

Drwn AK Drawing Status

Drwn

ANGLED TRANSOM

STACK JOINT JUNCTION BETWEEN VERTICALLY STACKED STEEL REVEALS, SILICONE SEALED JOINTS

COLUMN

COMMERCIAL LOBBY 02 STEEL MULLION BEYOND

FFL 21.780 COMMERCIAL LOBBY 01 TOP OF STEEL

G.F-06

FFL 21.855

135

FFL 23.053

STEEL CLEAT TO FACADE MULLION SUPPORTING SCREEN SUBFRAMING STRUCTURE

STEEL CLEAT TO FACADE MULLION STEEL CLEAT TO FACADE MULLION SUPPORTING SCREEN SUB-FRAMING SUPPORTING SCREEN SUB-FRAMING STRUCTURE STRUCTURE

Scale 1 : 10

310

COMMERCIAL LOBBY 02

COMMERCIAL LOBBY 01

MT-03

TRANSOM

PODIUM SCREENS

SECTION DETAIL - SOUTH FACADE 2 SECTION DETAIL3510 - SOUTH Scale 1FACADE : 10

MULLION

STEEL MULLION

LEVEL G02 SSL 23.075 FFL 23.090

SCT-F1

PODIUM SCREENS

G.F-09

Scale 1 : 10

TRANSOM

LEVEL G02 SSL 23.075

STEEL CLEAT FIXED TO STEEL CLEAT FIXED TO FACADE MULLION FACADE MULLION SUPPORTING SCREEN SUBSUPPORTING SCREEN SUB- FRAMING STRUCTURE FRAMING STRUCTURE

SCT-F1

SECTION DETAIL - SOUTH FACADE 12 SECTION DETAIL6513 - SOUTH Scale 1FACADE : 10

FRAME FRAME RESTRAINTRESTRAINT AT AT BOTTOM BOTTOM

FRAME RESTRAINT AT R.L. 23.140 BOTTOM

FFL 23.190

FFL 23.128 FFL 23.190

LEVEL G02 SSL 23.075

G.F-06

FFL 25.200

FFL 21.855

LANEWAY

STEEL MULLION BEYOND

TOP OF GLAZING HEAD

Scale 1 : 10

LEVEL G02 SSL 23.075

310

EXTERNAL

G.F-06

R.L. 26.190

FAB. ALUM CAPPING

STRUCTURAL STEEL SUPPORTING DOOR MECHANISM & FACADE GLAZING

ERNAL

EOTF CYCLIST STORE

W.M-01

LEVEL L01 SSL 26.650

SECTION DETAIL - SOUTH FACADE 6 SECTION DETAIL3502 - SOUTH Scale 1FACADE : 10

PLATED PFC STEEL TRANSOM. PLATED PFC STEEL TRANSOM. CONCEAL FIX TO STEEL COLUMNS PLATED STEEL PFC MULLION CONCEAL FIX TO STEEL COLUMNS PLATED STEEL PFC MULLION LINE BEYOND LINE BEYOND STRUCTURAL GLAZING FIXED TO STRUCTURAL GLAZING FIXEDALUMINIUM TO ANGLES. ALUMINIUM ANGLES. GLASS SET-BACK 40MM FROM GLASS SET-BACK 40MM FROMFRONT OF STEEL PFC MULLIONS FRONT OF STEEL PFC MULLIONS - PLAN DETAIL. REFER REFER PLAN DETAIL.

2 3510

P.M-01 EOTF CYCLIST STORE

P.M-01

AR5750

FFL 25.050

SPRINKLER HEAD

PLATED PFC TRANSOM. CONCEAL FFL 23.128 PLATED PFC TRANSOM. CONCEAL FIX TO STEEL COLUMNS. FIX TO STEEL COLUMNS.

LEVEL G02 SSL 23.075

U/S TRANSOM

COLUMN

STEEL CLEAT TO FACADE MULLION SUPPORTING SCREEN SUB-FRAMING STRUCTURE

Checker

Revision

13.0°

C.P-05

STEEL CLEAT FIXED TO FACADE MULLION SUPPORTING SCREEN SUB-FRAMING STRUCTURE

LEVEL G02 SSL 23.075

U/S TRANSOM

Chck

R.L. 25.100

LINEAR AIR SLOT DIFUSER

FRAME RESTRAINT AT BOTTOM

R.L. 23.053

U/S TRANSOM

FAB. ALUM CAPPING

G.F-06

STEEL CLEAT FIXED TO FACADE MULLION SUPPORTING SCREEN SUB-FRAMING STRUCTURE

G.F-06 TRANSOM - PLATED PFC

TOP OF MULLIONS TO HAVE TOP OF MULLIONS TO HAVE FULLY WELDED STEEL CAPS FULLY WELDED STEEL CAPS

COLORBACK GLASS TO UPPER GLAZING PANEL SCT-B1

FRAME RESTRAINT AT BOTTOM

LEVEL G02 SSL 23.075 FFL 23.053

102

20mm SHADOWLINE

R.L. 22.670

G.F-05

OM IONS -

3575

FFL 23.090

PLATED PFC STEEL TRANSOM. CONCEAL FIX TO STEEL COLUMNS

D TO

STEEL MULLION

Drwn

P.M-01 Drawing Status PODIUM SCREENS

G.F-06

WL-09

G.F-09

1 : 50

CONTINUOUS STEEL ANGLE CONTINUOUS STEEL ANGLE TO SLAB EDGE TO SLAB EDGE STEEL CLEAT TO SLAB STEEL CLEAT TO SLAB EDGE SUPPORTING SCREEN EDGE SUPPORTING SCREEN SUB-FRAMING STRUCTURE SUB-FRAMING STRUCTURE EA OUTRIGGER EA OUTRIGGER SUPPORTING SLAB EDGE SUPPORTING SLAB EDGE

TOP OF GLAZING HEAD

630

INTERNAL SPANDREL LINING INTERNAL SPANDREL LINING WL-09 DIRECT ADHERED TO WL-09 DIRECT ADHERED TO 6mm FC SHEET AND 76mm 6mm FC SHEET AND 76mm STUD FRAMING STUD FRAMING

LEVEL G02 SSL 23.075

CS-01

ALIGN TO SUBSILL CONDITION ALIGN TO SUBSILL CONDITIONBEYOND BEYOND

G.F-06

STEEL MULLION BEYOND

LEVEL L05 SSL 41.500

WL-09

100 630

PLATED PFC TRANSOM

STEEL REVEAL BEYOND

Scale @ A0

SCT-B1

COLORBACK GLASS TO UPPER GLAZING PANEL SCT-B1

LEVEL G02 SSL 23.075

STEEL CLEAT FIXED TO FACADE MULLION SUPPORTING SCREEN SUBFRAMING STRUCTURE

U/S TRANSOM

EOTF

R.L. 26.190

FAB. ALUM CAPPING OVER FRAME FAB. ALUM CAPPING OVER FRAME TOP OF MULLIONS TO HAVE FULLY TOP OF MULLIONS TO HAVE FULLY WELDED STEEL CAPS WELDED STEEL CAPS

C.P-05

100

PODIUM SCREENS

CD-01

STEEL CLEAT TO SLAB EDGE STEEL CLEAT TO SLAB EDGE SUPPORTING SCREEN SUB-FRAMING SUPPORTING SCREEN SUB-FRAMING E/A OUTRIGGER SUPPORTING SLAB EDGE E/A OUTRIGGER SUPPORTING SLAB EDGE

PLASTERBOARD BULKHEAD (NONPLASTERBOARD BULKHEAD (NONPERFORATED) PERFORATED)

TRANSOM

LEVEL G02 SSL 23.075

FFL 23.040

FFL 23.053

G.F-06

SCT-A4

TIMBER BEAM

LEVEL G02 SSL 23.075

STEEL CLEATS TO SCREEN STEEL CLEATS TO SCREEN FRAMES FIXED TO FRAMES FIXED TO HORIZONTAL RHS BEAM HORIZONTAL RHS BEAM RHS BEAM SPANNING LENGTH RHS BEAM SPANNING LENGTHOF GLAZED FACADE OF GLAZED FACADE SUPPORTING SCREEN SUBSECTION DETAIL 12 SUPPORTING SCREEN SUB-- SOUTH FRAMING FACADE 6513FRAMING Scale 1 : 10 STEEL CLEAT TO MULLIONS STEEL CLEAT TO MULLIONS BEYOND SUPPORTING RHS BEYOND SUPPORTING RHS BEAM BEAM

125

MT-03

Co-Ord Designer

Drawing No.

SPECIALISED AREAS

COLOUR BACK GLASS AT SPANDREL COLOUR BACK GLASS AT SPANDREL

13.0°

P.M-01

1515

Date

LEVEL L01 SSL 26.650

R.L. 25.100

C.P-05 R.L. 25.100

3575

SECTION DETAIL - WEST FACADE 9 SECTION DETAIL3501 - WEST ScaleFACADE 1 : 10

ALUMINIUM SOFFIT LINING WITH DRIP EDGE

Scale 1 : 10

150

www.johnwardlearchitects.com EOTFTitle EOTF ABN 83- 006 814 268 CYCLIST CYCLIST STORE STORE

13.0°

FFL 25.050

SECTION DETAIL - SOUTH FACADE

100

R.L. 26.225

LINEAR AIR SLOT DIFUSER

TOP OF GLAZING HEAD

150

13.0°

SECTION DETAIL - EAST FACADE

INFILL WALL BETWEEN MULLIONS

TOP OF MULLIONS TO HAVE FULLY WELDED STEEL CAPS

500 500MM MAX. FROM GLAZING LINE

G.F-06

C.P-05 9 3501

140

100

WL-09

C.P-05

SPRINKLER HEAD

CS-01

SCT-B1

FFL 25.200

LINEAR AIR SLOT DIFUSER

R.L. 26.225

W.S-37

25 10

FAB. ALUM CAPPING OVER FRAME

TOP OF MULLIONS TO HAVE FULLY WELDED STEEL CAPS

EXTEND CUT MULLION TO U/S OF EXTEND CUT MULLION TO U/SBEAM OF ABOVE, FIXED TO BEAM WITH BEAM ABOVE, FIXED TO BEAMCLEAT WITH CONNECTION. ALLOW 20MM CLEAT CONNECTION. ALLOW 20MM TOLERANCE FOR FIRE PROTECTION G.F-06 TOLERANCE FOR FIRE PROTECTION CUT BACK EXTERNAL FACE OF 100 CUT BACK EXTERNAL FACE OF MULLION TO AVOID CLASH WITH MULLION TO AVOID CLASH WITH CD-01 CLADDING LINE. CD-01 CLADDING LINE.

CD-01

FAB. ALUM CAPPING OVER FRAME

TOP OF GLAZING HEAD

140

R.L. 26.190 TOP OF GLAZING HEAD

TOP OF GLAZING HEAD

XT-15 THERMAL INSULATION

20mm SHADOWLINE

W.S-21

PODIUM SCREENS

W.S-21

CS-01

R.L. 26.190

CS-01

25 Rokeby Street, Collingwood, Victoria 3066 Australia

BOLTED CONNECTION OF FRAME TO CLEAT BOLTED CONNECTION OF FRAME TO CLEAT

STEEL BEAM

E/A OUTRIGGER STEEL BEAM SUPPPORTING SLAB EDGE

NORTHUMBERLAND

2- 16 Northumberland Street, Collingwood

SECTION DETAIL - SOUTH FACADE

STEEL CLEAT TO SLAB EDGE

100

CLT SLAB 13.0°

Scale 1 : 10

LEVEL L01 SSL 26.650

CLT SLAB

CLEAT TO SLAB EDGE SUPPORTING FRAME OUTRIGGER BOLTED CONNECTION

G.F-06

R.L. 25.100

3510

Project No.

GROCON

CONTINUOUS FAB. ALUM U/A CAPPINGSUPPORTING TIMBER TOP OF MULLIONS TO HAVE SLAB FULLY WELDED STEEL CAPS

GLUED FIR TIMBER COVER TO U/A

LASTERBOARD BULKHEAD (NONERFORATED)

W.M-01

SECTION DETAIL3510 - SOUTH 3 Floor mounted bicycle rack Scale 1FACADE : 10

CD-01

FIRE SEALANT BETWEEN TIMBER COVER AND PRECAST

SCT-B1

OLOUR BACK GLASS AT SPANDREL

SERVICE ZONE BOLTED CONNECTION OFF FRAME TO CLEATS

LEVEL L01

Wall mounted bicycle rack

PA-10 X.BR-02 CHANGE ROOMS (MALE)

SERVICE ZONE

Client

Date 06.06.2019 11.10.2019

Project

X.BR-01 PA-10

200

AB. ALUM CAPPING OVER FRAME

XT-13

EOTF CYCLIST STORE

CONC. SLABSSL 26.650

OUTRIGGERS OFF FRAMES FIXED TO CLEATS

SUPPORTING SLAB EDGE

TOP OF GLAZING HEAD

LEVEL L01 SSL 26.650

W.S-21

CONTINUOUS STEEL ANGLE TO SLAB EDGE

EA OUTRIGGER CLT SLAB

R.L. 26.190

A OUTRIGGER SUPPORTING SLAB EDGE

CS-01

CONCRETE SLAB TO FALLS

P.M-01

STAIR LANDING

PODIUM SCREENS

Appr. by Revision Description SG FOR CONSTRUCTION UPDATE SG PLANNING AMENDMENTS FOR ENDORSEMENT

C.P-02 Line Marking FCL 2400

PA-10 C.P-02 FCL 2400

CONC. SCREED CS-01

SCT-B1

SCT-B1 PODIUM SCREENS

Rev. A 1

BRIDGE LINK BEYOND

8 6152

FRAME RESTRAINT AT BOTTOM FRAME RESTRAINT AT BOTTOM

EA OUTRIGGER SUPPORTING SLAB EDGE

70 500

100

COL

W.P-01

XBR-01

STAIR 03

FRAME SUPPORTING PODIUM SCREEN FRAME SUPPORTING PODIUM SCREEN G.F-04

LEVEL L02 SSL 30.250

CD-01

COL

STRUCTURAL STEEL

G.F-04

CD-01

LEGEND

STEEL CLEAT TO SLAB EDGE SUPPORTING SCREEN SUB-FRAMING STRUCTURE

102

TEEL CLEAT TO SLAB EDGE UPPORTING SCREEN SUB-FRAMING

LEVEL G02 SSL 23.075

500

G.F-04 STEEL CLEAT TO SLAB EDGE STEEL CLEAT TO SLAB EDGE SUPPORTING SCREEN SUBSUPPORTING SCREEN SUB- FRAMING STRUCTURE FRAMING STRUCTURE 350 350

LEVEL L05 SSL 41.500

PODIUM SCREENS

CD-01

500

150

LEVEL L01 SSL 26.650

FFL 23.053

500

350

CS-01

TANKING MEMBRANE AND FALLS TO DRAINS

CS-01

500

1200

500

350

1200

R.L. 41.550

1341

P.M-01

OLTED CONNECTION OF FRAME TO CLEAT

RAME RESTRAINT AT OTTOM

500

1646

500

FALL

ALIGN TO SUBSILL CONDITION BEYOND

6 3502

500

565

350

450

CS-01

CYCLIST STORE

G.F-06

500

100

LEVEL L02 SSL 30.250

350

100

LEVEL L02 SSL 30.250

18 00

XBR-02

General Notes

IT IS THE POLICY OF JOHN WARDLE ARCHITECTS TO PROVIDE INFORMATION IN HARD COPY FORMAT. IF A PARTY REQUESTS (REQUESTING PARTY) JOHN WARDLE ARCHITECTS TO PROVIDE INFORMATION IN A FORMAT OTHER THAN PORTABLE DOCUMENT FORMAT (PDF) THE REQUESTING PARTY ACCEPTS AND ACKNOWLEDGES THE TERMS EOTF AND - CONDITIONS FOR USE OF THE DIGITAL INFORMATION PROVIDED. REFER TO DIGITAL TRANSFER DISCLAIMER.

OLORBACK GLASS TO PPER GLAZING PANEL SCT-B1

500

1200

10 00

1500

16 00 15 00 )

500

1226

10 00

(M IN

PA-10

10 00

180

W.S-21

10 00

MX-01 THIS DRAWING IS AN UNCONTROLLED COPY UNLESS STAMPED OTHERWISE CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY JOB COMMENCES. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE SUPERINTENDENT AND MANUFACTURE SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANT. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT CONTRACT, SPECIFICATIONS AND DRAWINGS. COPYRIGHT OF THIS DRAWING IS VESTED IN JOHN WARDLE ARCHITECTS.

PRINTED: FILE:

XT-13

W.M-01

360

ODIUM SCREENS

500

Scale 1 : 50

SCT-B1

P.M-01

EOTF LEVEL L01 - PLAN DIMENSIONS

500

11/10/2019 4:04:26 PM C:\Users\Simrat.Mehta\Documents\1515_Grocon_BUILDING_DD_simrat.mehta.rvt

CS-01

10 00

EOTF CYCLIST STORE

SETOUT 50 0

Sim

CD-01

617

F.F.L 26.650 50 0

50.0

STEEL CLEAT TO SLAB EDGE SUPPORTING SCREEN SUB-FRAMING STRUCTURE

A OUTRIGGER UPPORTING SLAB EDGE

100 1200

SETOUT

350

PRECAST WALL

RAME RESTRAINT AT TOP

1:83

350

G.F-04

THE DISTANCE BETWEEN THESE MARKS SHOULD MEASURE AS 100mm WHEN SHEET IS PRINTED TO SCALE AS INDICATED

LEVEL L02 SSL 30.250

500

PA-10

FRAME SUPPORTING PODIUM SCREEN

FRAME RESTRAINT AT BOTTOM

7 1002

730

100 1200

2232

THE DISTANCE BETWEEN THESE MARKS SHOULD MEASURE AS 100mm WHEN SHEET IS PRINTED TO SCALE AS INDICATED

1:83

W.S-21

TELSTRA LOBBY

100

CHANGE ROOMS (MALE) F.F.L 26.650

G.F-04

Was responsible in coordinating changes in site and reflecting them in architectural plan

LIFT 05

BIKE PUMP

LIFT 05 LOBBY (EOT)

STORE ROOM

CHANGE ROOMS (MALE) F.F.L 26.650

EXTERNAL

ALIGN

F.F.L 26.650

PA-10

F.F.L 26.650

500

800

1800 1490

TILE SETOUT POINT

500

800

500

115

100

100 500

679

200 UNDER BENCH

OUTSIDE

STAIR 03

100

ELEC. PLANT

500

7000

PA-10

500

100

PA-10

500

1638

STORE

500

115

HYD.

W/C DDA

405

19 5701 AR5750

SERVICE SHAFT

FALL 1:100mm

100

500

350

425

F.F.L 26.650

TILE SETOUT POINT

1200

100

SETOUT

CHANGE ROOMS (FEMALE)

500

950

SETOUT

1910

500

XBR-02

1510

100

350

535

100

350

1200

500

1000 50

CLEANER'S

1600

VERTICAL BIKE RACKS ON CUSTOM MADE STEEL FRAME (NOM 50MM)

4 1000

100

1000

1600

AR5750

1000

100

F.F.L 26.650

1000

PA-10

500

1000

1600

EOTF CYCLIST STORE

PA-10

350

100

1:79

5701

350

500

ALIGN

40 350

500

180

500

ALIGN

500

180

500

2599

1:83

CD-01

Scale 1 : 50

1200

500

1200

40 350

1200

CHANGE ROOMS (FEMALE) F.F.L 26.650

TEEL CLEAT TO SLAB EDGE UPPORTING SCREEN SUBRAMING STRUCTURE

EOTF BIKE STORE - ELEVATION 7

SERVICES RISER SHAFT

900

CHANGE ROOMS (FEMALE) F.F.L 26.650

ROOF TERRACE

FRAMELESS, STRUCTURAL GLAZING IN STEEL REVEAL

LEVEL L01 SSL 26.650

EOTF BIKE STORE - ELEVATION 17

Scale 1 : 50

G.F-09

D01 L01

LEVEL L01 SSL 26.650

SEALED BETWEEN CONCRETE SLAB AND SPANDREL PANEL

10 MAX

W.P-05

W.P-01

X.BR-01

OPEN

LINE OF STEEL REVEAL BEYOND

P.C-02

FASCIA FLASHING

X.BR-01

SPANDREL PANEL POWDERCOATED TO MATCH STEEL

EOTF BIKE STORE - ELEVATION 15

Scale 1 : 50

R.L. 44.175 STRUCTURAL GLAZING FIXED TO CONTINUOUS ALUMINIUM TSECTION ON PLATED PFC

LEVEL L01 SSL 26.650

EXTERNAL CONTINUE CAPPING OVER CONCRETE HOB

CAPPING BEYOND.

TOP OF PRECAST

CUK 150

X.BR-01 2150

R.L. 44.175

RP-02

R.L. 44.170

RF-02

FOLDED ALUMINIUM CAPPING

ROOF TERRACE

CAPPING OVER SERVICE SHAFT

FLASHING OVER RAISED HOB TO SERVICES PENETRATIONS

1515 As indicated As indicated

MAY 2017 Co-Ord AK AK AK Chck

Chck

2018 Superstudio competition entry addressing mental health and wellbeing in Design schools. “Time-out”: A concept of introducing reflective spaces within existing education buildings as an element of re-purpose.