2021
H U I YUAN KOH ARCHITECTURAL P O R T F O L I O
Hui Yuan Koh / Portfolio 2021
CONTENT
2
00 Personal Introduction / CV
03
01 Total : Past Present Future 02 Healthy Ambulance Station(s) 03 A Place for Textile Dyeing 04 The Tetris Apartment 05 Cultural Microclimatic Park 06 Vista Tower
04 08 12 16 20 24
07 127 Drummond St. 08 33 College St.
26 28
09 Various Artwork
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H U I YUAN KOH
EDUCATION
WORK EXPERIENCE
2019 - 2021 Master of Architecture
2021
Casual Student Work Victorian Architecture Awards: Presentation to Juries AIA Victorian Chapter, Victoria, Australia. • Worked in team effectively and harmoniously to ensure the presentation run smoothly. • Responsibilities includes room capacity control, upholding COVID safe plan, timekeeping and communication between Jurors and presenters.
2018 - 2019
Student of Architecture Davey Architecture Studio, Victoria, Australia. • Worked on multiple residential building projects. • Involved in construction documentation, town planning submission drawings and design drawings in different projects. • Understand the importance of teamwork and honest communication through working with collegues and clients.
2015 - 2016
Chinese Mandarin and Mathematics tutor • Taught students from pre-school up to 6th grade. • Motivated student to complete work diligently. • Became more patience and observant while handling the mischevious children.
University of Melbourne, Parkville, Australia.
2016 - 2018 Bachelor of Environment (Architecture major) University of Melbourne, Parkville, Australia.
ABOUT
SOFTWARES
An enthusiastic and open-minded graduate who is interested in architecture that could create positive impact to people and environment. I believe a good architecture consists an emotive spatial experience, practical and sustainable qualities. Have a willing to learn attitude and easy going personality which allow me to get along with people in the new workplace. Looking for a graduate position that allow me to learn, contribute to the organisational objectives and gain industrial experience.
Adobe Photoshop Adobe Illustrator Adobe Indesign Vectorworks AutoCAD Revit Rhinoceros Grasshopper Sketchup Lumion MS Office IES Autodesk CFD Laser cutting 3D printing
CONTACT
LANGUAGES
Advanced Advanced Advanced Intermediate Intermediate Intermediate Intermediate Basic Advanced Intermediate Intermediate Intermediate Basic Basic Basic
+61 426 587 235
Mandarin English Malay
hyuan.koh@gmail.com
WORKING RIGHTS
linkedin.com/in/HuiYuan-Koh
Has unrestricted work rights in Australia and can work full time. Applying Temporary Graduate visa.
Melbourne, Australia
issuu.com/huiyuan_koh
REFERENCES Mimi Davey
Principal architect, Davey Architecture Studio P: +61 433 693 642 E: mimi@daveyarchitecturestudio.com.au
Yui Uchimura
Sessional Tutor, Melbourne School of Design P: +61 403 799 979 E: yui.uchimura@gmail.com
EXTRACURRICULAR ACTIVITIES 2017 - 2018
Social Media Director and Chief of Design Melbourne University Ultimate Frisbee Club • In charged of updating club activities weekly through social media. • Designed club merchandise and flyers for events.
2014 - 2015
Events and Publicity Director Sky Adventure Club
2014 & 2015
Graphics department member Classroom Xperience event
2014 - 2015
Volunteer Taylor’s Reading Bus
Native Full Professional Proficiency Limited Working Proficiency
INTERESTS
Traveling
Photography
Reading
Ultimate Frisbee
Boardgames
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01
Hui Yuan Koh / Portfolio 2021
2021 / ACADEMIC PROJECT UNIVERSITY OF MELBOURNE / DESIGN THESIS TUTOR: YVONNE MENG INDIVIDUAL PROJECT
TOTAL: Past Present Future Site Location: Total House, Russell Street, Melbourne, Victoria Thesis Statement Adaptive reuse is a non-invasive design intervention that repurpose a place of the past but what we create now through this intervention does not address further changes beyond the current needs. Society needs and values are always evolving and building should constantly evolve in order to keep up with that. Total House is an example that has a stagnant of growth and change due to its heritage status. Approximately twothird of Total House is car parking space and based on recent observation, it has been underused due to the decreasing of car ownership in Melbourne. The inactivation of space will eventually turn Total House into an urban blight and depreciation of its heritage value. This thesis project uses Total House as a testing ground to improve the practice of adaptive reuse into one that could repurpose for the current needs but also accommodate for the future evolution of the building.
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5
Level 1 - Retail
Level 8- Balcony
Detail Section
Level 1 - Retail
Level 8 - Balcony
Level 17 - Office
Level 17 - Office
Hui Yuan Koh / Portfolio 2021
Little Bourke St.
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Form Creation Original Massing A 12 storey building located on the corner of Little Bourke Street and Russell Street.
Subtraction Total House has floor to ceiling height of 2.3m. Alternative floors of the carpark is demolished to achieve a habitable height.
Addition Additional functional space is build and supported by the extension of existing structural system. Flexible floor plates are installed to accommodate changing needs. Existing column will be reinforced to support extra load.
Celebration of heritage New building extension is pull back on the North to provide maximum visibility of the overall Total House building. New and old parts of building are met on the south side where the balcony used as a viewing platform of the juxtaposition of old and new.
Passive Design
Wood fibre board/ cellulose insulation/ OSB board connect with threaded rod
CLT beams and columns
Raised floor used as service space and easier to reconfigure and accomodate building services.
Hollowcore concrete floor panels are lightweight and could regulate thermal condition.
Removable screen panels
Curtain wall
Detail Section
Light well are carve through the new and old massing to allow more daylight exposure of the interior space. The atrium also provide stack ventilation effect though the building, reducing energy require for HVAC system.
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Hui Yuan Koh / Portfolio 2021 Expansion
2020 / ACADEMIC PROJECT UNIVERSITY OF MELBOURNE / ARCHITECTURE STUDIO E TUTOR: GUMJI KANG
2020
Healthy Ambulance Station
2050 (Clyde North median age increases)
e us Re
Di sa ss em bl
e
INDIVIDUAL PROJECT
Healthy Ambulance Station(s)
2070 End of building life cycle
Site Location: 69 Matterhorn Drive, Clyde North, Victoria What happen when a typical ambulance branch has reached their lifespan of 50 years? It will be renovated or demolished which produce large amount of waste. This is the linear economy model commonly used in the building industry today. As building operational energy had been reduced by systems has higher performance, the next step is to shift into circular economy to reduce building’s wastage at the end of their life. Part of the solution for that is the idea of Design for Disassembly (DfD). A list of standard building components is created to design all ambulance stations but at the same time provide opportunity to response to site specific condition and customization, giving each station their own unique identity. The biophilic designs are brought in to create place and environment that could reduce stress and improve the paramedics’ well-being. This is addressed by having sensory connections with the nature through visual, sound and touch.
Plan Development
Site Access 8
Work / Rest
Sunlight access
Ambulance garage as represent
Efficiency
Future expansion
Connection to nature
A
B
B
A
Section A-A
Section B-B 9
Hui Yuan Koh / Portfolio 2021
The brief of the project includes creating ambulance branches that could achieve net zero carbon. Through this studio we have the opportunity to learn and apply ESD tools such as the Passive House Planning Package (PHPP) and eTool that calculate the energy used and life cycle assessment of our project.
ESD strategy
Thermal mass
Passive ventilation
Daylight
HVAC
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Future development
Material life cycle
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Hui Yuan Koh / Portfolio 2021
2020 / ACADEMIC PROJECT UNIVERSITY OF MELBOURNE / ARCHITECTURE STUDIO D TUTOR: YUI UCHIMURA INDIVIDUAL PROJECT
A Place for Textile Dyeing Site Location: 139 Elgin Street, Carlton, Victoria This project aims to build a community for creative textile dyers where the local Australian textile dyeing could be developed and establish into a creative yet reputable craft. It is a space where textile dyers could research and communicate through the art of textile dyeing. The project is designed for the clients to work and live while celebrating textile dyeing. It consists of workspace for the craft and a total of 3 residences, accommodating for both long and short term living. Communal living is encouraged to create engagement and interaction between the residents. The form and spatial strategies are derived from the process of textile dyeing to celebrate the craft. The curve is taken from the shape of dyed fabric when it is drying; the grid structure of the drying rack; the level of transparency derived from the ambiguity of the colour of the textile during the whole process of dyeing. This is a place to create, collaborate and celebrate.
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Indoor drying area
Outdoor workshop area
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Hui Yuan Koh / Portfolio 2021
14
Exhibition lighting detail
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04
Hui Yuan Koh / Portfolio 2021
2019 / ACADEMIC PROJECT UNIVERSITY OF MELBOURNE / ARCHITECTURE STUDIO C TUTOR: KATE MCMAHON ROB NERLICH INDIVIDUAL PROJECT
Interlocking diversity:
The Tetris Apartment Site Location: 500-506 Spencer Street, West Melbourne, Victoria
In West Melbourne Structure Plan, Spencer St is proposed to be rezone into special use zone and also be turned into a local high street which leads to increasing diversity of building uses and community. Furthermore, the increase of people who want to live in a close proximity to the city, including the ageing society and families int the future is foreseeable. Hence, the project explores the possibility of creating a dense but comfortable living space for people from different culture and demographic. The building form is inspired by the Tetris game. The apartment units were design based on the 5 distinct blocks in the game. As the units interlock, the void in between the units become spaces that connect each units as the circulation, social gathering or open spaces.
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Hui Yuan Koh / Portfolio 2021
Exploded concept diagram
Detailed interlocking plan
Rooftop garden with rainwater garden
Level 3 & 4: Lounge, library and laundry area
Circulation through the building
Ground floor: offices and retails
The Tetris apartment is a mixed-use multiresidential building that comprise of retails and multi-purpose space on the ground floor and a total of 19 dwellings. It has a mixture of 1, 2, 3 bedrooms with either single level and maisonette unit type. They are stack and arrange in a way where each unit has cross or stack ventilation, dual or multi aspect and north facing balcony. Because of the arrangement and different module of apartment unit, the tenant will have a different living experience forming a sense of individuality.
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Hui Yuan Koh / Portfolio 2021
2020 / ACADEMIC PROJECT UNIVERSITY OF MELBOURNE / DESIGN FOR HEAT IN PUBLIC DOMAIN: OUTDOOR DINING IN THE CITY TUTOR: WENDY WALLS GROUP PROJECT W/ ZHIYONG PE LIYING TANG HONGYU WEI MINJIE LIANG
rrs
Co
Cultural Microclimatic Park
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tre
et
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Site Location: Chinatown, Lt. Bouke Street, Melbourne, Victoria
Located in Chinatown, the park has a role to conserve the Asian cultural heritage. This is explored through designing its atmospheric sensation during the Chinese seasonal events such as the Spring festival celebration and Mooncake festival - where it could function as an event space and provide a comfortable outdoor environment to hold these cultural events. This project is also featured in a collection edited by Associate Professor Jillian Walliss and Wendy Walls, The Future Park & Beyond. Link: https://issuu.com/ wendylaurel/docs/beyond_future_park
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Li
ttl
eB
ou
rk
By combining the design principles of a Chinese classical garden and microclimatic design strategies, the urban park provides a comfortable outdoor space and enhanced experiences of Chinese culture all year long.
Design Strategies
Water & Rock Features Two key features in the design to bring a notion of balance in terms of microclimate mitigation and Chinese culture philosophy.
Planting Design Provides functions of featuring view and adapting to microclimate in different seasons. The aim is to create a picturesque scenery for visitors and provide shade when needed.
Cool Paving Permeable pavement could reflect sunlight resulting in a cooler pavement and atmospheric temperature. The rainwater flow under the site will also help to carry heat away.
Shading Structure Designed shading structures will provide shading for people during hot summers and warm air allowed to come through during winters.
Concepts
Shanshui culture
Yin & Yang
Outdoor Furnitures Offering seats for outdoor dining and leisure
Principles
Natural element
Plum Tree Flowers are blooming during winter seasons to create a picturesque scenery
Framing View A focal point of layering view for the whole garden
Framed & borrowed
Winter
Extension guide
Rhythm & repetition
Plan
Outdoor Furnitures Offering seats for outdoor dining and leisure
Arbor Climbing plants provide shading for people seating underneath
Water Curtain Preparing a subtle atmosphere for visitors entering the garden
rs Ln Cor
Little
t
ke S
Bour
Summer 0
2
4
8m
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Hui Yuan Koh / Portfolio 2021
Shading Design Iterations Solid Wall
Structure A
southernly wind
southernly wind
northernly wind
northernly wind
summer
winter
Pros • Resist strong south wind speed and heat wave direct towards into middle site during summer • Function as transitional space between two space • Provide a sense of privacy • Create framed view and focal point Cons • No shade
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Chosen
summer
winter
Structure B
southernly wind
northernly wind
Structure C
southernly wind
northernly wind
summer
summer
winter
winter
Pros • All pros of a solid wall
Pros • All pros of a solid wall
Pros • All pros of solide wall
• Provide shade to high solar exposure and solar radiation zone during summer
• During summer, clerestory opening are angled to provide shade but also allow winter sunlight to reach the south side of the shading structure.
• Fully shaded north solar orientation during summer
• Clerestory opening use as thermal heat escape during summer season
• Allow only low amount of natural light to pass through
Cons • Very cold during the winter due to lack of heat and natural light
Cons • Inefficient to reduce the south wind
• Very cold during the winter due to lack of heat
Design Strategy : Water and Rock Features
Notion of Balance Using the idea of Shanshui to create a balance of microclimate mitigation.
Prevailing Wind The two dominant wind directions are from south and southwestern in the summer and autumn; northernly winter wind has been prevented by adjacent building.
Wind Tunnel While designing for the orientation and form of the rock garden, the middle part of the rock garden is emptied to provide a tunnel for summer breeze to come through into the north court.
Fresh and cool breezes manipulated by the water pond.
Rocks Help to absorb a part of heat in hot summers, and release the heat back slowly, regulating a stable temperature in day and night.
Water Pond helps to cool down the prevailing wind from south in hot summers and increase moisture in the air.
Prevailing winds are from south in the hot summer.
Obstacles Free Ensuring there is no objects that blocked the summer breezes from south and southwest, which brings the freshness and coolness into the site during hot summer Winter 23
2020 / ACADEMIC PROJECT
Y1
Y2
UNIVERSITY OF MELBOURNE / APPLIED ARCHITECTURAL TECHNOLOGY
Y3
Y4
Y5
Y6
Y7
Y8
Y9
Y10
Y11
Y12
X3
X4
CROWN
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Hui Yuan Koh / Portfolio 2021
Level 52
228400
Level 51 225400
TUTOR: NOEL TIGHE
8400
Level 35 Hotel
Level 50 218200
Level 35
Level 49 214600
164200
164200
Level 48 211000
GROUP PROJECT W/ SIDNEY WEI ZHEN SIM XUANLY NG
Level 47 207400
1
2
Vista Tower
203800
A4.2
Level 45 200200 Level 44 196600 Level 43 193000 Level 42 189400
TOWER - HOTEL
CORE WALL THICKNESS = 300MM
Level 46
Tree Collection
Level 41 185800 Level 40
A2.3
182200
Level 34 Sky lobby
Level 39 178600
Level 34
Collection
Level 38 175000
160200
160200
Level 37 171400 Level 36
Site Location: 250 Spencer Street, Melbourne, Victoria
2 A4.2
167800
164200 Level 34 160200 Level 33 156200
TOWER - SKY LOBBY
Level 35
Level 32 150200
In this subject, we have to produce a design development proposal with key envelope details for a high rise building in Melbourne CBD.
5
Level 31 141800
1
156200
We learned to translate our sketch design idea into technically comprehensive design development proposal in different scales of intervention.
Level 33 Sky lobby
Level 30
A2.3
137600 Level 29 133400
CORE WALL THICKNESS = 500MM
Level 33
A4.2
156200
Level 28
3 A4.2
129200 Level 27 125000 Level 26 120800 Level 25 116600 Level 24 112400 Level 23 108200 Level 22 104000 Level 21 99800 Level 20 95600 Level 19
87200 Level 17 83000 Level 16
TOWER - OFFICE
91400 Level 18
CORE WALL THICKNESS VARIES REFER TO T1 ON A2.1.
Level 32 Sky lobby
78800
Level 32 150200
150200
Level 15 70400 Level 14 66200 Level 13 62000
4
Level 12
A4.2
57800
SHS1 700MM X 700MM
Level 11
CORE WALL THICKNESS = 700MM
53600
Level 10
UB2 610MM X 230MM
45200 Level 9 41000 Level 8 36800
SHS1 700MM X 700MM
Level 7 32600 Level 6 28400 Level 5
RAKING STEELWORK IS USED POSITION AT THE MECHANICAL FLOOR IS USED TO TRANSFER LOAD FROM THE COLUMNS OF THE HOTEL TO THE BUILDING CORE.
24200 Level 4 20000 Level 3
Level 2 12000 Level 1 8000
Y9
PODIUM
16000
Ground 0 Basement 1 -3000
Level 31 Mechanical floor
Basement 2 -6000 Basement 3 -9000
24
141800
1
OVERALL SECTION
-
SKY LOBBY SECTION
-
1:1000 @ A3
-
1:100 @ A3
BRACKET FIXED AT TOP WITH M12 BOLTS AND COUNTERSUNK SCREW TO BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION
UNITISED CURTAIN WALL SYSTEMBACK FIXEDOF MULLION AND THROUGH ONTO RHS USING L BRACKET ANDEXTRUDED ALUMINIUM STIFFENER INSIDE ANGLED BRACKET MULLION UNITISED CURTAIN WALL SYSTEM FIXED ONTO RHS USING L BRACKET AND FIRE STOP ANGLED BRACKET SPANDREL PANEL SILL TRANSOM STEEL ANGLE PLATE CONNECT STEEL TRUSS TO STEEL COLUMN METAL FLASHING USING M16 GLAZING BAR SCREWED ON RHS STEEL PLATE WELDED TO TRUSS ROOF GLAZING. DOUBLE GLAZED. 6mm TOUGHENED GLASS / LOW-E COATING / 12mm ARGON FILLED CAVITY / 12mm BULKHEAD LAMINATED GLASS ALUMINIUM CLADDING STEEL TRUSS
ALUMIL SMARTIA M65 UNITIZED CURTAIN WAL SYSTEM WITH CONTINUOUS LINEAR STRUCTURAL GLASS SYSTEM (PRESSURE PLATE) STEEL COLUMN 360UN56 MULLION CAPPING AND FLASHING
METAL FLASHING GLAZING BAR SCREWED ON RHS ROOF GLAZING. DOUBLE GLAZED. 6mm TOUGHENED GLASS / LOW-E COATING / 12mm ARGON FILLED CAVITY / 12mm LAMINATED GLASS
BRACKET FIXED AT TOP WITH M12 BOLTS AND COUNTERSUNK SCREW TO BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION
ALUMIL SMARTIA M65 UNITIZED CURTAIN WAL SYSTEM WITH CONTINUOUS LINEAR STRUCTURAL GLASS SYSTEM (PRESSURE PLATE) STEEL COLUMN 360UN56
ANCHOR BOLT M16 WITH NUT AND SPRING WASHER AND LOCKED WITH EXTRUDED ALUMINIUM SERRATED WASHER AT INTERFACE WITH FLOOR BRACKET
STEEL TRUSS
MULLION CAPPING AND FLASHING
L BRACKET FIXED TO STEEL COLUMN WITH M16
SILL COVER. EXTRUDED ALUMINIUM ON PANEL BUILT-IN BRACKET S OVERFLASHING SKIRTING DUCT GUTTER STRAPS USED TO SUSPEND GUTTER AND ADJUSTED TO CREATE FALL STEEL BRACKET WITH M16 THREAD SPACING STEEL ANGLE PLATE CONNECT STEEL TRUSS 600 x 600mm TO EDGE BEAM USING ANCHOR BOLT KNAUF 18mm SHUTTERING BOARD COLD ROLLED LIGHT STEEL FRAMING KNAUF FE50 LIQUIDFOR SCREED PROVIDE SUPPORT THE 35mm GUTTER JACKING BOLT M12 WITH LOCK NUT FOR EXTENDED STEEL PLATE WELDED TO STEEL VERTICAL TRUSS ADJUSTMENT
PRIMARY FLOOR ANGLE BRACKET. EXTRUDED ALUMINIUM WITH SLOTTED HOLES AND SERRATED PROFILE, PAINTED WITH BITUMINOUS PAINT CAST IN ANCHOR
L BRACKET FIXED TO STEEL COLUMN WITH M16
HOOK-ON BRACKET. FIXED AT TOP WITH M12 BOLTS AND COUNTERSUNK SCREW TO BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION
BRACKET FIXED AT TOP WITH M12 BOLTS AND COUNTERSUNK SCREW TO BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION
ALUMIL SMARTIA M65 UNITIZED CURTAIN WAL SYSTEM WITH CONTINUOUS LINEAR STRUCTURAL GLASS SYSTEM (PRESSURE PLATE)
FIRE STOP
HANDRAIL
PANEL BUILT-IN FLASHING
STEEL ANGLE PLATE CONNECT STEEL TRUSS TO STEEL COLUMN USING M16
GUTTER STRAPS USED TO SUSPEND GUTTER AND ADJUSTED TO CREATE FALL
STEEL ANGLE PLATE CONNECT STEEL TRUSS TO STEEL COLUMN USING M16
STEEL PLATE WELDED TO TRUSS
STEEL ANGLE PLATE CONNECT STEEL TRUSS TO EDGE BEAM USING ANCHOR BOLT
STEEL PLATE WELDED TO TRUSS
BULKHEAD
8mm LAMINATED TOUGHENED SAFETY GLASS
ALUMINIUM CLADDING
STEEL COLUMN 360UN56
SPANDREL PANEL
COLD ROLLED LIGHT STEEL FRAMING PROVIDE SUPPORT FOR THE GUTTER EXTENDED STEEL PLATE WELDED TO STEEL TRUSS
BULKHEAD ALUMINIUM CLADDING
SILL TRANSOM SILL COVER. EXTRUDED ALUMINIUM ON BRACKET S OVER SKIRTING DUCT STEEL BRACKET WITH M16 THREAD SPACING 600 x 600mm KNAUF 18mm SHUTTERING BOARD KNAUF FE50 LIQUID SCREED 35mm JACKING BOLT M12 WITH LOCK NUT FOR VERTICAL ADJUSTMENT ANCHOR BOLT M16 WITH NUT AND SPRING WASHER AND LOCKED WITH EXTRUDED ALUMINIUM SERRATED WASHER AT INTERFACE WITH FLOOR BRACKET PRIMARY FLOOR ANGLE BRACKET. EXTRUDED ALUMINIUM WITH SLOTTED HOLES AND SERRATED PROFILE, PAINTED WITH BITUMINOUS PAINT CAST IN ANCHOR HOOK-ON BRACKET. FIXED AT TOP WITH M12 BOLTS AND COUNTERSUNK SCREW TO BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION FIRE STOP SPANDREL PANEL PANEL BUILT-IN FLASHING GUTTER STRAPS USED TO SUSPEND GUTTER AND ADJUSTED TO CREATE FALL STEEL ANGLE PLATE CONNECT STEEL TRUSS TO EDGE BEAM USING ANCHOR BOLT COLD ROLLED LIGHT STEEL FRAMING PROVIDE SUPPORT FOR THE GUTTER EXTENDED STEEL PLATE WELDED TO STEEL TRUSS
MECHANICAL FIXINGS 1
DETAIL - FACADE AND SKY GARDEN
-
1:20 @ A3
2
DETAIL - FACADE AND SKY GARDEN
-
1:20 @ A3
RAISED FLOOR
HANDRAIL HANDRAIL
8mm LAMINATED TOUGHENED SAFETY GLASS STONE PAVEMENT COMPACTED SUB-BASE
HOOK-ON BRACKET. FIXED AT TOP WITH M12 BOLTS AND COUNTERSUNK SCREW TO BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION
40MM GRAVEL FILL 25MM BEDDING SAND
8mm LAMINATED STABLEPATH GRAVEL STABILISING TOUGHENED SAFETY HONEY COMB GLASS STABLEEDGE FLEXIBLE ALUMINIUM EDGE RESTRAINT
ADJUSTABLE PEDESTAL WITH COUPLER
ENGINEERED SOIL MECHANICAL FIXINGS
JACKING BOLT M12 WITH LOCK NUT FOR VERTICAL ADJUSTMENT
MECHANICAL FIXINGS
ANCHOR BOLT M16 WITH NUT AND SPRING WASHER AND LOCKED WITH EXTRUDED ALUMINIUM SERRATED WASHER AT INTERFACE WITH FLOOR BRACKET
RAISED FLOOR RAISED FLOOR
PRIMARY FLOOR ANGLE BRACKET. EXTRUDED ALUMINIUM WITH SLOTTED HOLES AND SERRATED PROFILE, PAINTED WITH BITUMINOUS PAINT CAST IN ANCHOR
500MM SPIRAL STEEL SECRUING STAKE
HOOK-ON BRACKET. FIXED AT TOP WITH M12 BOLTS AND COUNTERSUNK SCREW TO BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION JACKING BOLT M12 WITH LOCK NUT FOR VERTICAL ADJUSTMENT ANCHOR BOLT M16 WITH NUT AND SPRING WASHER AND LOCKED WITH EXTRUDED ALUMINIUM SERRATED WASHER AT INTERFACE WITH FLOOR BRACKET PRIMARY FLOOR ANGLE BRACKET. EXTRUDED ALUMINIUM WITH SLOTTED HOLES AND SERRATED PROFILE, PAINTED WITH BITUMINOUS PAINTGARDEN DETAIL - FACADE AND SKY 4 -
1:20 @ A3
CAST IN ANCHOR
HOOK-ON BRACKET. FIXED AT TOP WITH M12 BOLTS AND COUNTERSUNK SCREW TO BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION
FILTER FABRIC + RESERVOIR LAYER + 40MM GRAVEL FILL MOISTURE RETENTION LAYER + AERATION LAYER + THERMAL INSULATION + DRAINAGE 25MM BEDDING SAND LAYER + ROOT BARRIER + PROTECTION STABLEPATH GRAVEL STABILISING COURSE + REINFORCED HOT-FLUID-APPLIED STONE PAVEMENT HONEY COMB WATERPROOFING MEMBRANE COMPACTED SUB-BASE STONE PAVEMENTSTABLEEDGE FLEXIBLE ALUMINIUM EDGE RESTRAINT ADJUSTABLE PEDESTAL WITH COUPLER SUB-BASE 300mm REINFORCED CONCRETE COMPACTED SLAB ENGINEERED SOIL ADJUSTABLE PEDESTAL WITH COUPLER
40MM GRAVEL FILL 25MM BEDDING SAND STABLEPATH GRAVEL STABILISING HONEY COMB STABLEEDGE FLEXIBLE ALUMINIUM EDGE RESTRAINT ENGINEERED SOIL
JACKING BOLT M12 WITH LOCK NUT FOR VERTICAL ADJUSTMENT ANCHOR BOLT M16 WITH NUT AND SPRING WASHER AND LOCKED WITH EXTRUDED ALUMINIUM SERRATED WASHER AT INTERFACE WITH FLOOR BRACKET PRIMARY FLOOR ANGLE BRACKET. EXTRUDED ALUMINIUM WITH SLOTTED HOLES AND SERRATED PROFILE, PAINTED WITH BITUMINOUS PAINT CAST IN ANCHOR
500MM SPIRAL STEEL SECRUING STAKE
25 FILTER FABRIC + RESERVOIR LAYER +
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Hui Yuan Koh / Portfolio 2021
2018 / WORK PROJECT DAVEY ARCHITECTURE STUDIO / STAGE: TOWNPLANNING RESPONSIBILITY: DOCUMENTATION GROUP PROJECT
3pm pm3pm 127 Drummond St : Carlton Site Location: Melbourne, Victoria, Australia
53.63
SPECIFIC
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TO TOPPOF OFWA WALL LLRL RL.48 .48.81 .81
TWO TWO STOREY STOREY BRICK BRICK DWELLING DWELLING
ATION N OTES
GENERA L NOTES
S SP PE EC CIF IFIC ICAT ATIO ION NN OTE TES NO S
TH THE E BUILD ILDING ING WO CURRBU WORK CU RKS SH RREN SHAL ENT ALL T BC BCA,L OCALSCO L CO THE FO COMP A,LOC MPLY TH LY WI E FOLL WITH COUN TH TH ING STAL LLOW UNCIL OWING THE CIL RE E REGU GULA STAN ANDA LATIO DARD TIONS RDS. NS AN S. AND D /NZ •• AS AS/NZS S 16 RE 1684 SID 84 RE EN 28 SID •• AS TIA 70 RESID AS 2870 ENTIAL L TIM BE RESIDEN TIM R •• AS TIA FR BE EN /NZ L AM R SLABS & AS/NZS ED CONS FRAMED S 3500 NA TIAL SL ABS & FO 3500 NATIONA CO TR •• AS OT NS ING FO /NZ TRUC AS/NZS S 3013 EL TIONAL UCTIO PLUMBIN OTINGS TION L PL S N 3013 ELEC UMBING •• AS G& ECTR & DR AS/NZ TRICA DRAIN /NZS ICAL AINAG E S 30 TALLAT L INS ELECTR 3018 AGE INSTA 18 EL -- DO LLATIO ECTRICA DOME IONS INS MEST ICAL NS INSTALL STIC TALLAT L IC INS •• AS INS TA LLATIO TALLAT AS 37 IONS :20 ATIO 3740 NS 04 WA IONS 40 NS :20 RE 04 TE WATERP RESID SIDEN RPRO ROOFING ENTIA L BU TIAL •• AS WET AR BUILD INGS OFING OF /NZS 48 OF WE ILDING AS/NZ T AREA S S 4858 EAS 58:2004 •• AS S IN AS 1428 WET AR IN 04 WE -2001:20 1428-20 T AREA MEMB 01 DE ME RA DESIG N FOREA NES SIGN RANE ACCEMB FOR AC S CESS SS & BILITY & MO GL MO BIL GLAZ IN ITY AZ G
Standards
Codes &
the
tel / fax (03 )
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PLACE
THE BUILD TO TOP P CH CHIMN IMNEY CURREN ING WORKS SH EY .50 TOP CH ALL RL T .10 TWO STOREY RL .50 CO .10LY IMNEY MP THE FOLL BCA,LOCAL CO WITH TH UNCIL VER. BRICK DWELLING OWING RL.50.14 E 0099 VER. TO REGU . ST TO AN LA P OF DARDS. P 44.16 LLTIO OF WA 4400. NS AND WALL RL.44 44.16 FL FL RL • .44.50 AS .50 THE BUILD /NZS 16 TOP CH IMNEY U/S TOP WA • AS 2870 84 RESIDENTIA CURREN ING WORKS SH ELECTRICITY U/S GUT RL.50.10 GUTTER LL L TIMBE ELECTRICITY POLE TER RESIDEN POLE TOP CH ALL COMP T RL.4 W R • IMN RL.45.21 6.71 TIA AS/NZS FRAMED THE FOLL BCA,LOCAL CO EY RL.46.71 L SLABS W TO 3500 NA VER. CO UNCIL RE LY WITH THE TOP OWING & LL NS RL P WA FO 09 TO TR WA .50 TIO • OT . SEWER P OF WA AS/NZS UCTION .14 LL GULATIO STANDA SEWER VENT VENT 44.16 FL LL RL.44 3013 ELEC NAL PLUMBING INGS RL 40 RDS. NS AND .58 RL.44 .50 • AS/NZS .44.58 & • AS/NZS AINAGE RIDDR 40.18FL TOP CH 3018 ELEC TRICAL INSTALL RID GE 16 RL 40.18FL D 84 IMN .45 W GE SINGLE RESID U/S GUTTER - DO AT STOREY EY TRICAL RL .18 TOP WA D • AS 2870 MESTIC W ELECTRICITY POLE SINGLE STOREY RL.50.10 LL INSTALL IONS .45.18 RESIDEN ENTIAL TIMBER INSTALL T.B.M. BRICK RL.46.71 ATIONS W AS 3740 RID • AS/NZS RL.45.21 ATIONS T.B.M. TIAL SLAB FRAMED BRICK• DWELLING DWELLING TOP WA RIDGE :20 RL .46 GE 04 35 VER. 9 CONSTR S .23 00 RL WA LL & FOOT RESIDEN .46.23 NATIO TERPRO TOP OF SEWER VENT • AS/NZS .0 SPIKE UCTION TO No. W WALL RL TIAL BU SPIKE IN IN ROAD TO ROAD 44.16 TOP No. 129 FL RL.44.58 129 W 3013 ELEC NAL PLUMBING INGS 40 P OF OF WA TOP ILDINGS OFING OF WET .44.50 • AS WALL ING NO P OF OF WA • AS/NZS LL RL /NZS 48 & TRICAL WALL NOTE RL.42 RL.40.09 AREAS IN .42.55 LL RL RIDGE RL TES 40.18FL D .55 RL.44 30 S RL.40.09 INSTALL DRAINAGE .44.31 RID .31 SINGLE STOREY • AS 1428 58:2004 WET AR •• AL .45.18 GE RL.46 W U/S GUTTER - DOMEST 18 ELECTRICA RIDGE ATIONS KK ALL ELECTRICITY POLE .04 -20 L GL RL EA T L GLAZ 01 .46 ME IC INS AZING 9T DESIGN MBRANE.04 INSTALL ING TO TALLATIO T.B.M. BRICK DWELLING BRICK • AS 3740 RL.46.71 TO CO W RIDGE RL ..119 3IIKK FO COMP AT S NS BRICK R IO 0 MPLY AC TOP WA NS :20 LY WI .46.23 CESS & 440 0.003 04 WATE WITH •• GL TH AS LL RESIDEN . AS 12 AZ MOBILITY SPIKE IN ROAD SEWER VENT RP ING TOP OF No. 129 GL 1288 W 4 L GL 0 RO 88-20 AZ / IN AZ -2006 TIA OF TOP OF ING IN DO 4 TO WALL RL RL.44.58 ING NOTE 06 ING OF WE L BUILD /L PA DOOR WALL RL TOP • AS/NZS PA 3C .42.55 ORS P OF INGS C PANE OF WA S& T AREAS NELS S RL.40.09 PARA SINGLE WALL & FU .44.31 RAPE CA LS,, WH FULLY .113 48 LL RID 0.32 40.18FL PET RL P LLY FR SINGLE STOREY WHOL T GE STOREY RIDGE CA IN FL OV SH OF FRAM .29 0.32 OLLY RL.45 D • ALL GL RL.43 P FLA OO ER • AS 1428 58:2004 WET AR TO ING FLA AMED LY W 4400. .43 SINGLE PA BR P R FL STOREY OV RL .18 K SH ED GL OF .29 OF RT OR ICK OO .46 ER TO ING BRICK IAL AZ WA GLAZ OFFICES PA .04 WA BR P OF WALL R OR GR T -2001 DE ING TO EA MEMB AZING RTIALLY ICK WALL BRICK OFFICES ING IN GROU GL TH LL LY WI LL IN SID AS OUND COMPLY T.B.M. RL LE IN SIG WI 19 3IK BRICK BRICK SIDE RA S. .43 GL ND DWELLING VE 12 TH . N NE RID E .86 AS L K 3 RL LE FO IN SH S GE RL.46 S. .43.86 VEL SHAL WITH AS R ACCE 1200 W 00MM 77IIK ..113 MM FR 40 0.0 BE W ALL .23 NE W • GLAZING SS & MO TO FROM GR 12 0 0 L DP P NE BE OM 88 AD . & OF W -20 TO SPIKE 4 GR E IN 0 0 DP ROAD WA TO 4 No. 129 BILITY P OF WALL 06 W GLAZING ADE A & P OF WA /L 4 TOP OF TOP OF 4400. A SA W WHERE RW LL SAFT C PANELS D IN DOORS & FU RL LL RL.42 FTEY PARAPE WALL RL NOTES W WH WALL EY RWH RL.43 ER TH H 40.88 TO , WH .43.91 .55 LLY FRAM FL SINGLE STOREY 13 T RL.40.09 .91 .44.31 D OL THE 0.32 RL.43.29 40.88 TOP E GL FL CO WA LY OF PANELECA S P OF GLAS 0. FL OVER BR CAP FLASHING UR IN RID LL OF ED AS BO OO TYA TOP OF • A CO WA GE PA 4 AL S GL UN PA DO R RD UR IN NE LL L GLAZING RLDA AZING IN RTIALLY BOUN ICK WALL TYARD/CA .46RY BRICK OFFICES WALL TK DOOR CAPA .04 96º 23 DA RL. 44.48 GL W OR GROUND OR,, SID /CARS PABL OF BEA OR OPLEN E PANEL WITHIN RY SIDE BLE OF RSPA 9 TO COMP SIDE PACE 96º 23'' 00 AS RL.43.86 LEVEL SH OR CE . 44.48 BRICK PANEL OR BEING WS. OR A ING IS ENO OPENING .1 IK K 3 00"" -- RL 25 ING MI LY WITH NE W ALL BE GR 1200MM FROM MIST U/S 25.30 BE 7I .1 STAK A NEW DP .300m IS NOT NEW 40 0.03 AS 1288 AKEN W EAV TOP OF 0m • GLAZING U/S GU BE SH EN FO EAVES T MA ER RL.44 ADE A .0 & L BE GUTT MADE SHAL FOR A DO WA ES GU NE 40 DIS -2006 TTER WALL ALL DE AP GUTTE 4 SAFTEY TTERS NEW /L IN DOOR APPA BE MA DISCH RL.44.11 MA 40 W BO RS PARENT RE A DOOR TOP OF CHAR W WHERE MARK BOX RWH .11 RL.43.91 ARGE X GU WAY RKED PANELS MARK GE INTO GUTTE RW ED TO Y PARAPE RKING WALL MAKE ITRENT,, TH TTER GLASOR FALL TO D 3C THE GLAS PAL THE GL TO MA ING SH O BO 40.88 FL TOP OF R -- FAL RWH , WHOLLY S & FULLY FRAM 11 PA BOX SINGLE T CAP FLAINT H L STOREY PALING SHAL X .1 BE FEN ASS NO VIS KE 0.32 L 6 AL RL ING COUR GU WA TO S S SH IN CE T . IT .43 L TTE 0 IN NE LL SHAL FL 8 LE OV BE TH FEN BO NO SH VIS ED OF .29 E. TYARD/CA A DOOR GUING OOR OR ER BRICK ALL SS THAN L.68CAPABL TOP OF 0.6 IN THE UNDARY T LESS IBLE. 4 GLAZING PARTIAL TTER L FORM OF IBL R E FO BRICK OFFICES RSPACE , SIDCE WALL 6 WALL GR TH 20 E 0 VE 96º 23' 00 RL. 44.48 LY . RM IN 440 MM OF AN OU OR E AN RT CO K WI SID PA 4 GL ND 0.0 OF BE 20 W UR ICA OP IN VERTICAL DIS THIN 1200 NEL OR E ASS. 0.066 ING MIST RL.43.86 AN OP HEIGHT LEVEL SH3TTK COURTYA AQUE BA " - 25.30 40 ENING IS IN HE OPAQ TYARD 3 TANCMM PA L DISTA A NEW EAV MM IK & TH RD IG AK W UE ND NO AL 0m 2 U/S LO 1 HT NO WA 3 E BE EN FR PA L T . BA 7 . CA FR Y NE T BE & NC TH OM GUTTER MADE AP SHALL BE FOR A DO ES GUTTE - NOT LE ND 2 K W DP & LOCATE WAY TOP OF GRADE .0 SO NEW BO TELECOM LESS THAN 70E FROM TED OM TH DISCHAR E FLOO 400. 111IIK 40 SS WALL RL.44.11 TH D PA OR MA A 0 TH SO RE AT BA TELECOM SA TH X WA RK E 4 MA GE INTO RS GU NT ND . 0M TH TH FT AN R FL 4 ED Y W WHERE RKING SH TTER - FAL , THE GL EY RWH AT THE BAND & 1 & 700MM RL.43.91 TO MAKE VEL IS FROM TH OOR LE RWH BOX LEVE E M FR PAL D 4400. PIT THE GLAS ASS SHAL L TO AL ING 40. 40.88 FL TOP OF 1 L 25 OM IT L E IS PIT BE NO T FEN UP NO VIS 40. 6 TH GUTTER COURTYA 25 CE IN THE WALL PANEL CA T LESS IBLE. E UPPE S IN A DO - NOT L 8 RT E BOUNDA 0. T MO PER GE OF TH MORE RD/CARS R ED THAN 12 NEW .6 EDGE RE TH RY 96º 23 IIPPEPA VERTICA THAN 20MM IN FORM OF AN OP VVEERPE PACE 4 LVANISED OF THE 00MM TO AN 1200 E COURTYA OR OPEN PABLE OF BEING OR,INSID KNEW GA . 44. 40 GALVA 0.06 W ' 00" - RL NEL OR HE L AQUE BA MM TO TH NISED ING IS NO MI 9 INAK TP 3T CO 25.3048 PATH WA CORR •• GL A NEW EAV RD RRUGATE THE - NOT LE DISTANCE FROM IGHT & LOCATE ND WER BA 0m U/S GU E LO BE SHAL 0.0 .2 TO ROOFING Y LOWE T MADE 0.00ST ATED ING IN BA 0.03 9 LEET EN FOR A GLAZ W K MAUG ES GUTTE D RO AZING 3 IER SS THAN D SO TH ND R TH TC TO W L TELECOM OF . T . BA L NEW BO E 40 TT AP H BE 1 DISCHAR DO RL ING MA TH IN EX FL ND RS WI PA .44 4 OR MA TC RO IST 0 AT THE OO BAND & BATHROOMS & . T 700MM FR .11EXISTING U H X GUTTE WAY RKED TO .1 MARKING IN 2000MM GE INTO WITH THIN U RENT, THE GL K ING O OMS EN R - FALL RWH OM THE R LEVEL IS BOX MA4KE PIT SEWER PALING 40 OLT 00MM AB O IT 40.25 ASS SHAL ENSU EN 1 TO - NOT MO 9TTK SUITE S INCLU SUITE20 SEWER UPPER ED E THE&FL ABOV FEN NOT LESS SHALL BE IN TH VISIBLE. ITES D ROOF TO ENSU GUTTE OVE CE .6 S, & ROOM L OL .229 8 INCLUDIN DING MI TOP RE THAN ITES, R WA THE FLOO LIN ERO E ridg GE OF TH P PIT ER D NEW GA WALL & ROOMS OR .6 PO 40 LINE LL OOR ridge 4400. 7IIKK G MIRR E IP N OF SH 1200MM PIT VSH e R LE VERTICA THAN 20MM IN FORM OF AN OP RL LVANISED S SHAL POOL E SHOW L IN LEVE RROR S COURTYA ENCLOS IN BATH S OR EN OLS VEL 40 0.06 /L ORS RL.44 .117 TO THE3TK CORRUG IN T POWN DA DASHED .44.26 HE SHALL L AQUE BA BE GR .26 RD C/L CL UR BA RO SA ED • GLAZING ATED RO 0.03 9 PAETH 4400. ROOM URES - NOT LE DISTANCE FROM IGHT & LOCATE WER BA ND SAFT E WAY NE OMS, ES CO NTAINTH 'A' SAOS FTEY .2 LO GLASLS.BE GRAD 2266C AD W TO MATC W ridg OFING .0CRTLEA S, EY CO . K RO E K e NE IN ND 0 I FT SS OF D NT 'A' ING GL I W 0 TH ridg BA 0 SO . EY AIN TO SA TELECOM . ASS. THAN 70 ROOF TO H EXIST 4 11 e THROOM WITHIN FTEY GL 5IK K THAT TH ING SP 4 CR 440 MA BAND & U EATE SO ING SPA . GLAS 0MM FR E FLOOR LEVEL SOAKER A .115 1TTK MATC S 2000MM WH ASS E TCH O ERTE S OR ER GU H RID OR GR OM THE WH RIDGE GUTTE THEAK SEWER TK •• AL ABOVE TH & ENSU40ITEST INC OF TTER 222 ERE GRAD GE HE 40.25 4400. 0..221 ENSUITE PIT E TH ADE R HEIGH - NOT MO OLD RO GL IST G.I OF EX IGHT UPPER ED IS ALL E 'B' ME E NE RO TOP WA AZ ING 00..2 .. FENCE NEW 'B' 29 EX L ET T OF LU ING S, E 4 W GL IST S OF . 0 RO G.I ME R DIN FL RO TH 4 & AZ ING OF LIN RE LL WI ET OO RO E ridge E OF FENCE G MIRROR ING WITH 4 GE OF TH E S THE EX PIT GR ROOF THAN 12 OM R VE VE NEW GA 4 POOLS SHOWN 40 7IK EXIST THIN GRAD IP L IN BA RL.44.26 ISTING LVANISED IN 50 00MM TO ADE 'A' DASHED E S SH L BE S OR ENCLOS INLE ING WA 500M /L RO .1 0MM WALL 'A' SA OVE THE THRO CORRUG EY GL M AB LL SAFT GLASSEWI ROLLE UR T P CO ABOV THE LOWE FTEY SAFTEY AL0.0 GRADE LLER • GLAZING 40 6C GL ATED RO R DO E THE FL GLAS DOOR AS WITH E NEW RO ASS NTAINING OMS, 'A' SAFT.09 LES GLASS.3 OR R BAND ridge TO MATC W S OR .2 FLOO OFING K OR BE FU IS TO BE CREATE MINIMUM OOR TH A OF TO IN BATH FULLY FR AREA SOF R IS A MI . T H EXIST SPA 5I K SOAKER WITHIN 40 NIMUM TH TO BE MATCH 40 EY AR ROOMS LLY FRAM THICKBE U GLASS OR EA OF 1.2 ING .1 1T WHERE RID GUTTER 20 AMED & 0.06 GRADE O 1.2ME 2 ICKNE ED,, AN NEALED RS METE THE NEW NESS • ALL GL OF 5MM SEWER TK OF EXIST GE HEIGHT 0.06 ANNE 40 0.2 TERS SS OF 'B' ENSUITE 00MM ABOVE TH ENSUITES INC .2 BO 9 G.I. FENC OL ALED ME RO UN AZ ING 0 D TO 5MM & ET OF RO 2 BO DA ING 4 P WALL LUDING S THE EX ROOF S, & ROOM E FLOOR OF LINE . 4 UNDARY &A E WITHIN A MA ridge GRADE MAXIM PIT UM ºº 16 RY 96 ISTING WA MIRROR PO SHOWN XIMUM LE 96 ' 50 40 7IK S OL 00 VE OR 0M 'A' RL " 16 S L M DA S L .44 LL SHALL BE ' 00" - 15 ENCLOS IN BATH ROLLER ABOVE TH SHED / .26 .1 0m GLASS WI SAFTEY GLASS 15.16 ROOMS, URES CO C DOOR .16 SA GR E 0m FT AD 40 6 FL EY OR E OO TH NEW RO NTAINING 'A' SAFT GLASS. BE FULLY R IS TO ridge A MINIM .2 CREATE OF TO AREA OF IK K EY GLAS BE UM SP 5 FR SO 40 A MA TH AM AK TCH RID T 1.2METE ICKNESS 1 S OR GR ER GUTTE ED, ANNE WHERE 0.06 GE HEIGH 2 0. .21 RS AD R OF THE NEW • AL OF 2 AL E 4 5M ED 'B' . BO EX L T M GL ISTING RO G.I. FE UN MEETS TH TO & A MAXIM ROOF AZING WI DA 40 NC TOP 40 LL OF E RY 96º 16 P WA E EXIST WALL THIN 500M TO GRADE UM ' 00 ING WALL TOP RL 'A' P CH W CHIMN ROLLER " - 15.160m RL.47 IMNEY BOUNDA .47.13 north W 1st 1st EY GLASS WI SAFTEY GLASS M ABOVE THE FL .13 BO W DOOR RL north UNDARY DP 90 .51.89 W 1st 1st RL.51 OR BE OOR IS TH9 A MINIM RY 96 0.0 DP K 311º 34' 96 .89 W 0.0 90MM TO BE ARTO 9 MM Ø 1..3 º 34' 00 W 1st 00"" -- 10 1st EAP OF UM THICK 0TTK FULLY FRAM WNPIPE .140m Ø DO DOWN 10.14 OF WA 1.2LL W TOP ED, ANNE .220 NE METERS 551 0m PIPE -- GA OF 0.06 W 1st 1st WA RL LL GALV 4400. 08IIKK SS OF 5MM TO ISED FIN LVAN BOUNDA P CHIMN .49 ANISE RL.43 TOP WA & A MAXIMALED TOP .43.49 .08 D FINISH CHIMNEY LL 96º 16' 00 TORY ISH UM EY P CH 4400. RL ROOF CL RL.47.13 GD IMNEY " - 15 1st RL.51 RO W 1st .51.95 OF AD GD BO 1st .95 .16 north DIN CL UN RID 0m ADDING W 1st DARY 961 RL.51.89 CL RIDGE DP 90 ADDING W G IS IN ROOF GE RL IS TO BE GALV CLAD .06 0.09 RL.48 K TO W 3 º 34' 00" IN ROOF .48 MM W 1st WI DIN . BE .06 T Ø DOWN G WITH GALVAN 10.140m TOP OF TH MA TC ANISE D 51 PIPE - GA HIN CO MA ISE 20 K W 1st . TC WALL RR G D W 1st RIG HIN CO RRUG ATED G RIGDE DE & HIP LVANISE W 1st RL.43.49 UGAT 40 08I TOP CH ED D FINISH & HIP CA TOP WA IMNEY . W CAPP LL PPING W TOP CH INGS 40 RL.51.95 ROOF CL FL S ASHINGS GD RL.47.13 IMNEY FLAS W 1st ADDINGNo. BOUNDA 125 HINGS TO north 1st RIDGE RL W 1st TO RL.51.89 No. 125 BE IS TO CLADDIN TO BE RY 961º 34 0.4 DP W IN ROOF .48.06 BE 2M P M 0.4 0.0 OF G WI 9 90MM Ø GALVANTK TOP OF WALL 3 GALVAN 2MM GA ' 00" - 10 W 1st DOWNPIP 1. WALL RL ISE LV 0 ISED CO .47 TOP OF TH MATCHIN .14 RO AN D .14 5 RL 0m OF ME ISE 2 .47 W 1st RRUGAT ROOFING ING TO G RIGDE TAL E - GALV . 9 D META WALL DOUBLE .14 W 1st STOREY K DOUBLE ED .229 L ANISED RL.43.49 40 0& TO CO OF 8I HIP CA TOP STOREY COMP CHIMNEY MPLY WI OF TH FINISH E BUILD 4488. .9977 PPINGS . W TH THE THE BRICK TOWNHOUSES WITH BUILDING ING COLY TOP CH BRICK 40 FLAS THE RE ST RLTOWNHOUSES ROOF 4488. CL TO .51.95 W TO GD 1st No. RELE HIN P P CHIMN STAN CODE LEVA TO W 1st GSWA ANDA 1st ADDING DE OF IMNEY VANT 125 P OF DARD S TO NT SECT LL OF CTIONS OF AU EY STRALIA RIDGE RL RDS RL WA (AP AUST IS TO BE CLADDIN LL BE 0.4 RL W.50 TOP OF )) 2M IONS (APEX IN.01 RALIA & ROOF .48.06 RL.50 & THESE .50 M .73 EX .01 GALVAN G WITH GALVAN RL WALL RL THE BE .50 LO .73 ISE BE MA AS ISE .47.14 RO LOW TC D D CORR D W METAL HING RIG 62 - DESIG AS 15 9 1562 DOUBLE STOREY W 1st OFING TO CO D UGAT RID - DESIGN DE & HIP .2 WA MP OF THE RIDGE 40.65 N& GE RL WALL CLADDIN TALLATIO & INS CAPPING ED RL.48 48 .97 INSTA LL CL 40.65 FL BUILDING LY WITH THE FL .48.06 W BRICK TOWNHOUSES .06 AD LL G N S 8 TOP CH AT DIN PA OF RE IO STANDA CODE OF FLASHIN G PART 4 LEVANT N OF SH TOP OF W 1st IMNEY RTS T RO SHEE 3 RDS S1 ROOF & GS TO BE WALL (AP SECTIONS EET AUSTRA 1 -- 3 No. 125 RL.50.01 AS OF & LIA & TH 2179 - SP 0.42MM AS 21 TOP OF EX) RL.50.73 79 - SPEC E BELOW GA WALL RL LV IFI AN D AC CA AS 1562 ISED ME TION FO CESSOR ECIFICATIO .47.14 DROOFING ACCE D -9 DE TAL SSORIES N FOR DOUBLE STOREY RIDGE RL TO COMP TO R RA IES & .2 7 SIGN & INS RAINW WALL CL STENER ATER GO & FA INWAT TOP OF THE 40.65 FL FAST .48.06 P OF TALLATIO LL RL. 47. OF WA S ER GOOD ENERS 48 AD WALL BUILDING LY WITH THE 123 .9 DING No. BRICK TOWNHOUSES W ODS, N OF SH RL. 47.11 AS No. TOP CH PART 123S S, RELEVA W 1st 1st STANDA CODE OF 73 - UNPL AS 12 11 48 TOP OF W 1st EET ROOF IMNEY 1-3 1273 NT SECT RDS - UNPLAS WALL (AP AUSTRA & & RL.50.01 AS 2179 IONS ASTIC IZED PV TINGS & FIT EX) RL.50 LIA & TH TICIZE FITTIN - SPECIFI C( FO D UP GS .73 E R PV BELOW C( VC FOR RA D ACCESS CATION AS 1562 RAINW INWAT ER UPVC)) DO DOWN PIP A 8.8.18 Council modiÞcation request D FOR RA ORIES & AT WN ER DE PIPES AS SIGN & INWATER TOP OF RIDGE RL ES FASTEN WALL CL 85 AS 42 INS WALL RL 40.65 FL 42 .48 ER SK GO 11.5.18 TP Submission TA 85 .06 YL S OD AD LL IGHTS No. 123 SKYLIG AT . 47.11 DING PA S, W 1st AS 1273 HTS RTS 1 - 3 ION OF SHEET ROOF & PROVIDE REV Date Description & FITTIN UNPLASTICIZED PR W 1st 1st W WAS 2179 OVIDE AL GS FOR PVC(UPVC W - SPECIFI ALL ST L NE RAINWAT NECE ) DOWN ARY FRAM D ACCESS CATION CESS CTUR STRU SSAR RUCT ER PIPES 8.8.18 modiÞcation request REQUAIRE FOR RA Y FRAMCouncil ORIES & URE ING E RE SH AS 4285 EE ING SU INWATER TOP OF QUIRED FASTEN TIN SH TO SUPP EE G, - SKYLIG PPORT WALL RL TIN GU TO SU ERS GOODS, - S &D11.5.18 G, GUTT TTER ORSubmission SUPP T No. 123 T THE OR PPTP HTS . 47.11 W 1st OR AS 1273 ERS GE T & FL E RO GENE FLAS - UNPLAS ROOF NERAL ASHIN GS. TH OF HINGS PROVIDE L NO PROVIDE S REV Date Description NOTE These RA & TIC TE PR . FIT S W 1st OV IZE W dra The AL TIN D PVC(UP se drawin GS FOR ALL ASHINGS wings TIGHTIDE L FL dra STRUCT ALL NECESSAR gs sha FLAS VC shallll be RA rea gs. TIG drawin ST ) INW d HIN DO be The RE win inc HT RU Y UR read inconj GS REQU ATER WNPIPES gs. The Co FR STRUCT to onjunc QUIRE Contra E. D CTUR unction rs with SHEETIN E REQUIRED TO AMING SUPPOR ntracto TO IRE UR to com sha tion AS nce cto the comme PR E. D ll rs with che me spe TO 42 me OV sha nt of work. ck and ver the specific 85 - SKYL cification G, GUTT ISSU IDE A WA PROVIDE ll check Any variatincement T IS E EN of work. Any and verify ERS & FL SUPPORT THE ation & eng SU IG all on SU A WATE var HT ine dim or E RE EN & ify iati ers dis S ens eng GENERA all on SU TER SAFETY All ROOF ineers dimension ASHINGS RE SA R pancy sha Materials or discre and levels All Ma crepan L ionss and FETY EQ PROV . terials and shallll be PROVIDE levels prio These dra NOTES EQUIP the and workm cyhip UIPME be refe NT IS IN priorr referred W 1st W IDE ALL BRICK MENT the cur wings sha rred bac BRICK curren BCA. workmans are to com anship are DWELLING to the Arc FLAS DWELLING rentt BC backk to PLACE IS IN PL TIGHT ST drawings. ll STRUCT ALL NECESSAR A. the Archite to comply ACE The Contra be read inconjunc RUCTUR HINGS REQUIRE hitect. ply with Y FRAM URE RE ct. with the relevan to comme the rele tion with ctors sha E. D t ING QU Sta TO SH van nda IRE ncement the specific SUPPOR PROVIDE EETING, ll check and t Standards D TO SU ISSUE of work. Any variati rds Co ation & eng T GU & A verify all Codes PP the EN WA TT des OR ER on or dis SU TE & T ine dimension the S & FLAS RE SAFE R THE ROOF All Materi crepancy GENERA s and lev ers TY EQUIP HINGS. jus als L sha els prior PROVIDE MENT IS ju the curren and workmanship ll be referred bac These dra NOTES st BRICK DWELLING tin in r ALL FLAS t BCA. wings sha k to IN PLAC are to com rh TIG drawings. de ll ho E ply with the the Architect. es od The Contra be read inconjunc relevant s HT STRUCTURE.HINGS REQUIRED TO PR to comme tion ctors sha Standards nce ll check and with the specific OVIDE A Codes & IS Any variati ment of work. atio SU ver the n E ENSURE WATER & ify all dim tel / fax (03 on or dis tel ensions andengineers SAFETY All Materi crepancy / fax (03)) 9466 justin als sha levels prio jus EQUIPME 9466 99 justin 9930 the curren and workmanship ll be referred bac r tinrho 30 BRICK DWELLING NT IS IN rhode rhode des@ t BCA. k to are to com s@big PLACE 20 bigpo pond nd.co ply with the the Architect. 20 O'C .com s O'Con m onnell St. P.O TO TOP P WA WALL LL RL RL.45 .45.21 .21
SHADOW DIAGRAMS
26
GENERA L NOTES
53.63
GENERA L NOTES
U/S U/SGU GUTT TTER ERRL RL.47 .47.43 .43 TO TOPPOF OFWA WALL LLRL RL.48 .48.84 .84
TOP OF WALL RL .48.81 U/S GU TTER RL .47.43 TOP OF WALL RL .48 VE R.\ BALC .84 .
RO ROLLE LLERRDO DOOR OR
TWO STOREY BRICK DWELLING
PPLA LACCEE
U/S GU TTER RL .47.43 TOP OF WALL RL .48.84
My responsibility in the project is mainly documenting and ammending the townplanning drawings, with the help and guidance of senior architect. Drawings that I involved are the site context plan, design response diagram, demolition drawings, plans, elevations drawing, sightline drawings, finishes schedule and shadow diagrams.
53. 53.63 63
This is a second-floor addition project for a heritage listing single storey house at Carlton. To maintain the heritage value of the house, several heritage features such as the chimneys and main hipped roof form are maintain. Proposed addition is set back from the front facade to minimise its visible impact to the heritage streetscape.
22 SEPTEMBER @ 3PM
outline of site
proposed shadows
existing shadows
outline of site
H HO OU US SE E A ALT LTE ER reduced by RAT IO ATshadows NS ION S AT 12 ATmodiÞcation 127 7D DR council toND MM RU UM MO O ND S ST T -- C ARLT 125 Drummond St SPOS CA
existing shadows
A 8.8.18 A 8.8.18 -11.5.18 11.5.18 REV REV Date Date
Council Council modiÞcation modiÞcation request request TP Submission Submission TP Description Description
22 SEPTEMBER @ 3PM proposed shadows outline of site
existing shadows shadows reduced by council modiÞcation to 125 Drummond St SPO
PASSAGE
125
3350 existing ceiling
BEDROOM 2
remove existing roof
129
BEDROOM 3
FL 40.52
FL 40.52
LANE RL 40.25
LANE RL 40.25
SECTION A-A .95
RL
.97
8000
RL
450450
TOP OF BUILDING RL 47.47 TOP OF1 BUILDING RL 47.47 LEVEL CEILING LINE
B B
RL
LEVEL 1 CEILING LINE
4 4 .0 .0 46 46 RL 3 RL 3 .2 .2 46 46
RL
RL
2700 2700
37.3m
47
.47
RL
450
rooßight
BEDROOM 4
WIR
ENSUITE
RL
deck
BEDROOM 1
.1 45 RL
8
RL
BEDROOM 2
BEDROOM 3
127
verandah
RL 47.47
47
.13
LEGEND
44
.92
RIDGE RL 44.92
existing building proposed addition
FL 44.32
LEVEL 1
450
1085
877
DRUMMOND ST
0
DRUMMOND ST
.1 50
5
1085
DRUMMOND ST
RL
0
.9 51
.1 50
RL
5
1100 877
A A
8600 RL
7220
.9 51
21501100
.01
8640
RL
2150
4870
50
125
48
LANEWAY
RL
2700
5
COPYRIGHT LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF DAVEY THIS DOCUMENTSTUDIO / DRAWING IS PROTECTED FEDERAL ARCHITECTURE PTY LTD IS STRICTLYBY PROHIBITED COPYRIGHT LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF DAVEY ARCHITECTURE STUDIO PTY LTD IS STRICTLY PROHIBITED
3350 existing ceiling
.9 51
c
SECTION B-B
51
TITLE BOUNDARY
RL
5
TITLETITLE BOUNDARY BOUNDARY
.9 51
TITLETITLE BOUNDARY BOUNDARY
RL
c
127 Drummond St 127 CARLTON Drummond St CARLTON THIS DOCUMENT / DRAWING IS PROTECTED BY FEDERAL
TITLE BOUNDARY
RL
4870
D D
125
PASSAGE
ELEVATIONS 1
3350 existing ceiling
129
BATHROOM DINING
LIVING
FL 40.52
40
.1 45
.20
LANE RL 40.25
8
450450
LEVEL 1 RL 44.42
SECTION C-C
SIGHTLINE DRAWING SIGHTLINE @ 127 DRUMMOND ST
3350 3350
EXISTING CEILING LINE LEVEL 1 RL 44.42 (approx.) EXISTING CEILING LINE (approx.)
GROUND FL 40.52 LANE RL 40.25
K 0T .2 40 8IK .0 K 400T .2 40 8IK .0 40
LANE RL 40.25
GROUND FL 40.52
K 3T .2 40 1IK .1 K 403T .2 40 1IK .1 40
3 RL .0 50 .0 50 1
RL .1 47
6
3
450450
DRUMMOND DRUMMOND STST
EXISTING CEILING LINE LEVEL 1 RL 44.42 (approx.)
3350 3350
EXISTING CEILING LINE (approx.)
ELEVATIONS 2 2 ELEVATIONS
4 4 40 0.240 0.2 .0 1T.0 1T 7IK K7IK K
450 3350
2700
TITLE BOUNDARY
450
rev.
-
B
DRUMMOND
3350
TITLE BOUNDARY
TITLE BOUNDARY
TIMBER SHINGLES
B
8000
A
TIMBER SHINGLES
B
D
A
B
GLAZED STAIRS
C
ND ST
C
POWDERCOAT BLACK METAL WINDOW HOOD
D 8
MMOND ST
C
POWDERCOAT BLACK METAL WINDOW HOOD
D
:9 te Da
g Au
18 20
B
DRUMMOND ST
:9 te Da
18 20
D
:9 te Da
d a v e y A R C H I T E C T U R E s t u d i o po box 178 : Pascoe Vale South 3044 5a / 148 Arthurton Rd : Northcote 3070 www . dav ey ar c hitec tur es tudio . c om . au offic e @ dav ey ar c hitec tur es tudio.c om.au mobile : 0433 693 642
scale:
1:50@A1 / 1:100@A3
g Au
POWDERCOAT BLACK METAL WINDOW HOOD
18 20
d a v e y A R C H I T E C T U R E s t u d i o po box 178 : Pascoe Vale South 3044 5a / 148 Arthurton Rd : Northcote 3070 www . dav ey ar c hitec tur es tudio . c om . au offic e @ dav ey ar c hitec tur es tudio.c om.au mobile : 0433 693 642
project
127 Drummond St CARLTON
LANE RL 40.25
drawing TIMBER SHINGLES WEST & SOUTH ELEVATIONS
drawn:
copyright
drawing
WEST & SOUTH ELEVATIONS scale:
MD
drawing no. drawn:
MAR 2018
CC-TP01.5 date:
1:50@A1 / 1:100@A3 rev. MD
A 2018 MAR
copyright drawing no.
CC-TP01.5
rev.
A
POWDERCOAT BLACK METAL WINDOW HOOD
D
:9 te Da
g Au
GLAZED STAIRS date:
C
TIMBER SHINGLES
GLAZED STAIRS
TIMBER SHINGLES
GREY ZINC STANDING Outline of No. 125 Drummond St SEAM CLADDING OR SIMILAR
POWDERCOAT BLACK METAL WINDOW HOOD
D
4 40 0.2 .0 0T 8IK K
8000
LANE RL 40.25 4 40 0.2 .0 0T 8IK K
TITLE BOUNDARY
8640
SOUTH ELEVATION
SOUTH ELEVATION SOUTH ELEVATION
GREY ZINC STANDING SEAM CLADDING OR Outline of No. 125 Drummond St SIMILAR D
A
GLAZED STAIRS
C
GREY ZINC STANDING SEAM CLADDING ORproject 127 Drummond St SIMILAR CARLTON
A
DRUMMOND ST
TITLE BOUNDARY
8640
TITLE BOUNDARY
2700 2
40 .2
4 40 0.21 .1 5IK TK
2 40 .2
450
STREET
TITLE BOUNDARY
TITLE BOUNDARY
TITLE BOUNDARY
TITLE BOUNDARY
450
450 2700 450
TITLE BOUNDARY
3350
TITLE BOUNDARY
450 2700 450
TITLE BOUNDARY
450 2700 450
450 3350
3
3350
.3 50
Council modiÞcation request TP Submission Description
LEGEND
GREY ZINC STANDING SEAM CLADDING OR SIMILAR Outline of No. 125 Drummond St
POWDERCOAT BLACK METAL WINDOW HOOD
GREY ZINC STANDING SEAM CLADDING OR SIMILAR
TIMBER SHINGLES
DRUMMOND ST
4 4 40 0.240 0.2 .1 3T.1 3T 1IK K1IK K
TITLE BOUNDARY TITLE BOUNDARY TITLE BOUNDARY
RODNEY PL
RL
5
3
A 8.8.18 11.5.18 REV Date
Council modiÞcation request TP Submission Description
Council modiÞcation request TP Submission Description
LEGEND
LEGEND
.3 50
2700
3
5
9
.9 51
RL
450
.3 50
.9 51
.8 51
A 8.8.18 11.5.18 REV Date
A 8.8.18 11.5.18 REV Date
GLAZED STAIRS 3350
RL
3
450
CC-TP01.7
5
5
9
.3 50
2700
drawing no.
MAR 2018
.9 51
.9 51
.8 51
450
MD
date:
RL
RL
RL
3350
3
copyright
drawn:
6
RL
RL
LANE RL 40.25 RL
RODNEY PL
.1 47
3
1:100@A1 / 1:200@A3
Council modiÞcation request TP Submission Description
GREY ZINC STANDING SEAM CLADDING OR SIMILAR
Outline of No. 125 Drummond St
LANE RL 40.25
LANE RL 40.25
9
4 40 0.21 .1 5IK TK
drawing
SIGHTLINE scale:
D
K
WEST ELEVATION
EXISTING CEILING LINE (approx.)
.8 51
TITLE BOUNDARY
RL
.1 47
COURTYARD/ CARSPACE
.0 48 RL
LEVEL 1 RL 44.42
GROUND FL 40.52
A 8.8.18 11.5.18 REV Date
A
B
Outline of No. 125 Drummond St
8000
.2 IK 40 .15 40
.2 40 7IK .0 40
RL
TITLE BOUNDARY
6
6
.0 48
.0 48
RL
RL
7
RL
RL
3
D 1T
3
D
B
A
8640
8000
A
K 1T
.3 50
A
LEVEL 1 RL 44.42
EXISTING CEILING LINE (approx.)
Outline of No. 125 Drummond St
A
DINING
.1 47
9
2
8640
LIGHT GREY to South West corner
A
GROUND FL 40.52
RL
8000
up
RL
.8 51
2
.9 44
5
9
8640
RIDGE RL 44.92
LEGEND
.4 47
9 RL
.9 44
RL
.9 51
.8 51
LIGHT GREY to South West corner
Council modiÞcation request TP Submission Description
up
LEGEND
C
LIGHT GREY to South West corner
A 8.8.18 11.5.18 REV Date
Council modiÞcation request TP Submission Description
LEGEND
LEVEL 1 CEILING LINE
RL
RL
LEVEL 1 CEILING LINE
A 8.8.18 11.5.18 REV Date
TOP OF BUILDING RL 47.47
GROUND FL 40.52
TOP OF BUILDING RL 47.47
ROOF OUTLINE shw
2
.8 51
7
A
LANE RL 40.25
8600
project
127 Drummond St CARLTON
basin
wc
LANE RL 40.25
GLAZED STAIRS
K 1T .2 IK 40 .15 40
EVATION
LANE RL 40.25
K 1T .2 IK 40 .15 40
RL
D
LIGHT GREY to South West corner
LEVEL 1 RL 44.42
WEST ELEVATION
K 1T .2 IK 40 .15 40
8600
K 1T .2 40 7IK .0 40
K 1T .2 IK 40 .15 40
po box 178 : Pascoe Vale South 3044 5a / 148 Arthurton Rd : Northcote 3070 www . dav ey ar c hitec tur es tudio . c om . au offic e @ dav ey ar c hitec tur es tudio.c om.au mobile : 0433 693 642
BATHROOM
BEDROOM 3 BEDROOM 2
PATHWAY
1343
.4 47
6
A
RIDGE RL 44.92
EXISTING CEILING LINE (approx.)
LIVING
RL
.0 48
3
A
A
B
.1 47
3
GROUND FL 40.52
laundry
BEDROOM 1
d a v e y A R C H I T E C T U R E s t u d i o
C
COOKING
COURTYARD
EXISTING CEILING LINE (approx.)
2
RIDGE RL 44.92
1500 K 1T .2 40 7IK 0.0
RL
7
.1 47
.9 44
LEVEL 1 CEILING LINE
C
PASSAGE
A
WEST ELEVATION
RL
.4 47
6
7
RL
.4 47
TOP OF BUILDING RL 47.47
1343
LEVEL 1 RL 44.42
8600
D
A
1
WEST ELEVATION WEST ELEVATION
LEVEL 1 RL 44.42
EXISTING CEILING LINE (approx.)
:1
te
A
A
LIGHT GREY4 to South West corner
1343
RL
.0 48
RL
A
B
B
A
Da
RL
K 1T .2 40 7IK .0 40
LEVEL 1 CEILING LINE
RL
LIGHT GREY to South West corner
CC-TP01.4
18 20
9
4
9
LEVEL 1 CEILING LINE
MAR 2018
ay M
.8 51
.1 50
.8 51
1343
date:
B
rev.
A rev.
.9 44
2
RL
RL RL
TOP OF BUILDING RL 47.47 1500
4510 1500
CC-TP01.4 drawing no.
EXISTING CEILING LINE (approx.)
GROUND FL 40.52
1100
LIGHT GREY to South West corner TOP OF BUILDING RL 47.47
MAR 2018 MD
LEVEL 1 RL 44.42
4510 1100
FINISHES SCHEDULE
drawing copyrightno.
date: drawn:
4510 GROUND FL 40.52
877
877
copyright
1:50@A1 / 1:100@A3
drawn: 1:50@A1 MD / 1:100@A3 scale:
RL
D
A
drawing
EAST & NORTH ELEVATIONS
scale:
RL
B D
A
A B
KEY PLAN
KEY PLAN
9
9
7
LEVEL 1 CEILING LINE
.9 44
LEVEL 1 RL 44.42
EXISTING CEILING LINE (approx.)
.4 47
TOP OF BUILDING RL 47.47
op
.8 51
.8 51
LIGHT GREY to South West corner
RL
LEVEL 1 CEILING LINE
RL
EVATIONS 2 NS 2
TOP OF BUILDING RL 47.47
glazed wall
RL
RL
1500
chimney
dp
127 Drummond St project CARLTON 127 Drummond St CARLTON drawing EAST & NORTH ELEVATIONS
4
4
1343
RL 46 chimney .86
up
8000
po e @ d 178 a v e y:a rPascoe c h i t e c t Vale u r e sSouth t u d i o . c o3044 m.au o f f i cbox 5a / 148: Arthurton Rd : Northcote mobile 0433 6933070 642 www . dav ey ar c hitec tur es tudio . c om . au offic e @ dav ey ar c hitec tur es tudio.c om.au mobile : 0433 693 642
.1 50
.1 50
1500
LIGHT GREY to South West corner
dp
d a v e y A R C H I T E C T U R E sd t au v d e i yo 178 I: Pascoe A poR box C H T E Vale C South T U 3044 R E 5a / 148 Arthurton Rd : Northcote s t u d i o 3070 www . dav ey ar c hitec tur es tudio . c om . au
RL
RL
1100 877
1900 x 3100 ENSUITE LANDING 1800 x 950
METAL WINDOW HOOD
4510
1100
roof light above
gully
project
NORTH ELEVATION NORTH ELEVATION NORTH ELEVATION
877
ridge
sloped wall
18 20 g 18 Au 20
GROUND FL 40.52
LANE RL 40.25
4510
3650 x 4300 BEDROOM 4
window hood
roof deck TBC
: 9 ug te A Da :9 te Da
GROUND FL 40.52
LANE RL 40.25
POWDERCOAT BLACK METAL WINDOW HOOD POWDERCOAT BLACK
D D
RIDGE RL 44.92 RIDGE RL 44.92
LEVEL 1 RL 44.42
RODNEY RODNEY PLPL
6
C C
GLAZED STAIRS
C C
2700 2700
.8 46
LEVEL 1 CEILING LINE
B B
7220 7220
RL
D D
TOP OF1 BUILDING RL 47.47 LEVEL CEILING LINE
x
GLAZED STAIRS
450450
3
7
RL
.4 47
.1 47
RL
7
.8 46
opaque glazing opaque glazing
TIMBER SHINGLES
SIMILAR TIMBER SHINGLES
TOP OF BUILDING RL 47.47
RL
.4 47
RL
A A
D D
B B
raked/mansard wall
4600 x 2150 WIR
ROLLER DOOR
RL
1
8600
sloped wall
sloped wall
1250
TITLETITLE BOUNDARY BOUNDARY
.3 50
TITLETITLE BOUNDARY BOUNDARY
RL
3
8000
8600
sloped wall
1100
.3 50
8065
GREY ZINC STANDING SEAM ZINC CLADDING OR GREY STANDING SIMILAR SEAM CLADDING OR
877
9
RL
8065
A A
DRUMMOND ST
5
8640 8640 8000
Council modiÞcation request TP Submission CouncilDescription modiÞcation request TP Submission
LEGEND Description LEGEND
DRUMMOND ST
A 8.8.18 11.5.18 A 8.8.18 REV Date 11.5.18 REV Date
.8 51
.9 51
RL
9
RL
5
.8 51
.9 51
RL
RL
EAST ELEVATION ELEVATION EAST EAST ELEVATION
g Au
18 20
d a v e y A R C H I T E C T U R E s t u d i o po box 178 : Pascoe Vale South 3044 5a / 148 Arthurton Rd : Northcote 3070 www . dav ey ar c hitec tur es tudio . c om . au offic e @ dav ey ar c hitec tur es tudio.c om.au mobile : 0433 693 642
project
127 Drummond St
27
08
Hui Yuan Koh / Portfolio 2021
2018 / WORK PROJECT DAVEY ARCHITECTURE STUDIO / STAGE: DESIGN DEVELOPMENT & CONSTRUCTION DOCUMENTATION RESPONSIBILITY: DOCUMENTATION, 3D MODELLING GROUP PROJECT
33 College St : Elsternwick Site Location: Melbourne, Victoria, Australia This is an extension project for a single storey house. The extension occur at the rear of the house which will be use as a kitchen dining and a second living room. The client also wanted a small pool addition at the backyard. My responsibility in the project is mainly documenting and ammending the design development drawings, 3D modeling and joinery drawings.
28
DESIGN DEVELOPMENT PLANS
JOINERY DRAWINGS
29
09
Hui Yuan Koh / Portfolio 2021
2013-2018 /
Various Artwork Physical model making / Drawings in various media / Printmaking / Graphic design / Digital Photograph /
Freelance model making project 01 / designed by Waseem Khan / Screen board / 2018
30
Maker studio
/ Screen board, balsa wood, foam board / 2019
Second skin
/ Digital design fabrication / 2017
31
Hui Yuan Koh / Portfolio 2021
Wanderlust
/ Watercolour pencil, arcylic paint / 2016
1.
2.
3.
Anthropomorphism series Jersey design
/ Digital art media (Adobe Photoshop & Illustrator) / 2017
32
/ Printmaking / 2018
4.
1. Guardian of the Henden / Linocut
3. The Rocking Horse / Etching
2. Prince of Darkness / Stencil
4. Fisherman / Monotype
Nature close-up
Urban landscpae
People
Digital Photograph / 2014 - 2017
33
Thank you for you precious time. If you wish to contact me.. Name: Hui Yuan Koh Contact #: +61 426 587 235 Email: hyuan.koh@gmail.com