Bradley Payne Portfolio by Bradley Payne

ARCHITECTURAL PORTFOLIO BRADLEY PAYNE

BRADLEY PAYNE

Email: bradley_10@live.com.au Mobile: 0468 884 236 Seeking admission into University of New South Wales - Masters of Architecture I completed my Bachelor of Arts in Architecture in 2014 at the University of Canberra where I obtained a GPA of 5.913. Over the three years of study I learnt to conceptually and creatively design space, light and form with respect to the larger city with a number of urban and masterplan projects. In January 2015 I commenced employment at Daryl Jackson Alastair Swayne Architects where I was involved in the different stages of projects from initial design, through to tender, construction and completion. I learnt correct DA and construction drawing documentation, communicated with clients and consultants as well as improved my experience within an architectural office environment. Key Skills // Software Abilities:    

Hand Drawing Model Making Laser Cutting CNC router

   

Microstation v8i Autodesk Revit Autodesk AutoCAD Sketchup PRO/Layout

   

Adobe Photoshop Adobe Illustrator Adobe Indesign Microsoft Outlook/Office

EDUCATION University of Canberra // GPA 5.913 2012 - 2014 Bachelor of Arts in Architecture

Academic Achievements 

2014 Semester 2: Dean’s Excellence Award

PERSONAL ATTRIBUTES 

Effective Communication Skills: Articulate communicator with appreciation for different communication styles required when working with team members or customers.

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Honest and Reliable: Strong morals and ethics ensuring honesty, reliability and ability to responsibly undertake tasks.

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Flexible: Understanding of the need for flexibility in order to support last-minute demands and changes. Comfortable with changing environments and situations, ensuring ability to remain flexible and adaptable.

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Time Management: Dedication to effective prioritisation and management of time by allocating tasks and recording activities in diaries and daily to-do lists.

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Attention to Detail: Making sure nothing is missed, being thorough at the task in hand and always doing more than what is asked

EMPLOYMENT HISTORY DARYL JACKSON ALASTAIR SWAYN 2015 JAN- CURRENT ARCHITECTURAL ASSISTANT This full time position as a student included many tasks such as general office duties, assisting the business administrator and directors with the day to day running of the office, assisted with many projects where communication between the team and other colleagues was essential, drafting, 3d visualising and corresponding with consultants. PROFESSIONAL REFEREES Scott Hodgson Director Daryl Jackson Alastair Swayn Phone: (02) 6295 2000

Dr. Matthew Mindrup Senior Lecturer University of Sydney Phone: 0481256624

Ann Cleary Assistant Professor of Architecture University of Canberra Phone: 0424453433

CONTENTS ARCHITECTURE RESUME P2 ARTS CENTRE - KINGSTON

P4-7

RELIEF AND CARVING P8-11 DRAWING TO FIND OUT - NGA

P12-13

URBAN BATH HOUSE - BRADDON

P14-19

URBAN BATHHOUSE - MID REVIEW

P20-25

MOUNT AINSILE - FIRE TOWER

P26-31

P32-33

MODELS

PROFESSIONAL WORKJOHN JAMES VILLAGE GRAPHICS

P34-37

ROBERSTON RESIDENCE

P38-41

ARTS CENTRE - KINGSTON

This studio consisted of an Arts Centre in Kingston, already a cultural precinct, the building had to respond to many historic, cultural and new developments within the foreshore. The building itself was very programmatic. The Arts Centre comprised of a 120 seat performing arts auditorium, a multi-use common room, and artistsâ&#x20AC;&#x2122; studios with wet/dry work areas, a multi-use room and a cafĂŠ, with the cafĂŠ and the multi-use room to be designed to allow flexible use for cabaret or dinner/theatre shows. There were many opportunities to introduce market days and other activities in association with the bus depot markets and glassworks. The foyer became the most significant space in two ways, it became my main circulation spine as well as the most important social interaction within my building, either waiting within the foyer area for a show or moving through the space, the foyer became an integral part of my design. Materiality also was a key part of my design, different materials on the outside represented program on the inside, concrete being program, timber main circulation and channel glass as secondary circulation. The master plan was not part of the brief but to I saw this as a necessary component to linking the Kingston foreshore to become a cultural precinct.

RELIEF AND CARVING

The key to the studio project consisted of a sequence of organised elements broken down to its simplest form. The solution needed to provide: point, line, plane and volume over three stages. The first stage used horizontal movement on a flat plane only, to use only light construction and to have shallow relief, through this the light construction would incorporate a frame element and shallow relief in the form of a basin or water element. The second stage used horizontal movement in a shifted plane where medium relief was evident by using low lying walls or sunken courtyards these were to be made of heavy construction. The use of heavy and light construction in the second and first was to be reflected in the final stage through two towers or observatories for one person. The last stage through vertical circulation and program volumes are used to create deep relief. One tower was to be “light” and the other “heavy” using the same materiality and language in the first and second respectively. For a singular person, I interpreted this as a place of reflection and isolation. I believe that the Canberra brickworks quarry related directly to this concept. The large, open, unused and overgrown quarry created an opportunity for a site (which wasn’t necessary for the project) which would drive my design. The isolated and eerie nature of the old quarry was a suitable location for my project, over one side it had large relief to accommodate constraints put on the ground plane and access to a road for future development after the project was done. The location of the site dictated my approach to the project, materiality became an important element in my design, and the quarry produced an iconic red brick used in early Canberra construction. To capitalise on this, I explored relief and carving the earth, exposing the red clay, I used this and the red brick as my heavy material. The heavy tower’s principal concept is to have volumes within volumes that displayed deep relief; this can be seen in my sections and diagrams. Not only did I use voids to create double height spaces but my program stacked in programmatic volumes, showing circulation, program, and green areas within the heavy tower. Two stories above the ground plane, the tower sat in the landscape demonstrating heaviness compared to my light tower, this comparison is expressed through the asymmetry in the overall composition. The heavy tower has a subterranean level where the sleeping area is, expressing the notion of “cave”. The language for the tower was derived from the hearth in my second stage. The hearth features and “cut out” were repeated, scaled up and of the same materiality, to make the link from the second to the third stage. For aesthetic reasons the gutter was concealed in the wall due to the parapet and flat roof construction. Emphasis on stair construction allowing light to pass through and the use of passive solar shading in the green volume allowed me to play with light in different times of the day and year.

DRAWING TO FIND OUT - NGA

An abstract drawing focusing on the cores of the National Gallery of Australia and how they relate to the city of Canberra.

URBAN BATH HOUSE BRADDON

in this project, the key aim was to create a private bathhouse in a very public urban context and a restaurant that activated the street. From the start of the design the overlap language has used to organise the spaces within the building. The overlap in the site analysis explored through planes showed how an overlap creates a higher intensity. from this, volumetric studies showed how when two volumes intersected they created darker volumes. this layering of volumes expresses how the building is organised by the overlap in terms of privacy. To see the overlap within the building, layers of walls and screens at different opacities were incorporated to produce darker volumes within volumes. this language of the overlap was created throughout the whole project and can be seen in the urban park designed as a place for workers around braddon to use in lunch breaks or a relief from the busy braddon street. the street facade is constructed by a series of vertical elements with the outdoor bar/pub raised above the ground creating a gateway into urban park/entrance to the bathhouse

1 4

1. BAR 2. OUTDOOR SEATING 3. ADMIN/OFFICES 4. TEA ROOM 5. PRINT/COPY 6. TOILET 7. FIRE EXIT

FIRST FLOOR

3 4

5 2

8 7 1

1. RECEPTION 2. OFFICE 3. PRINT/COPY 4. TOILET 5. DRY STORAGE 6. FREEZER 7. KITCHEN 8. INDOOR SEATING 9. BAR 10. FIRE EXIT

GROUND FLOOR

1 1

2 8 7

9 3 9

BATH HOUSE FLOOR

4 6

1. LOCKERS 2. AROMA 3. TEPID 4. COLD PLUNGE 5. HOT 6. WET SAUNA 7. DRY SAUNA 8. OUTDOOR TEPID 9. MASSAGE 10. FIRE EXIT

URBAN BATH HOUSE BRADDON - MID REVIEW (option 2)

This is my mid-review design solution for the braddon urban bath house, this design focused on the separation of mem and women and the overlap that they created

MOUNT AINSLIE - FIRE TOWER

This Technology project was finished along side my Gradutaion Studio 3.2. The structure of the fire tower is comprised of two fundamental components. The faรงade made of precast concrete units and a stair core. The precast unit has a number of advantages in construction that would suit our location. Mount Ainslie is situated in Mount Majura Nature Reserve, so minimal impact to the surrounding environment is of the upmost importance, as each unit is precast offsite this enables short construction time on site with minimal disturbance to nature. The four precast concrete units would be craned and fastened on top of one another, joined by a combination of nonshrink grout and steel reinforcing. The tower sits on a piers that will be driven into bedrock, a cast in situ footing slab is then poured, in which the units sits on. Once in place another cast in situ slab is poured in the interior of the bottom unit where the stair start. The units are reinforced by a steel cage which are strengthen by horizontal reinforcing, the units are held in place by a series of counter weights to counteract the slip. The stair core is modular in construction, comprised of six identical flights of stairs. Each flight is precast off site and is fastened to the interior walls of the unit. Not only is the core the means of getting to the viewing platform, the stairs are the sole interior furnishing which produces an opportunity to create a feature within the tower.

MODELS

Models created throughout my undergraduate degree as well as a model produce for StewartArchitecture of the Kingston Foreshore

JOHN JAMES VILLAGE

Images shown here were completed while working for Daryl Jackson Alastair Swayn. The John James Foundjation needed marketing images for seeking potential sponsors for the village. Under DJAS design, I completed the 3d model using Sketchup Pro and with SU podium I created base renderings, completing post production work in Photoshop.

5 MCGREGOR PLACE

Notes

DRAWING LIST - A1 DRAWING NUMBER

TITLE

A-001 A-002 A-010 A-101 A-102 A-201 A-301 A-401 A-501 A-511 A-512 A-701 A-801 A-901

SITE PLAN SPECIFICATIONS DEMOLITION PLAN LOWER GROUND FLOOR PLAN GROUND FLOOR PLAN REFLECTED CEILING PLANS ELEVATIONS SECTIONS WALL SECTIONS DETAILS DETAILS JOINERY WINDOW SCHEDULE PERSPECTIVES

NOTES: BASIX CERTIFICATE NUMBER: A223101_02

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

Issue P1 P2 P3 P4 P5 P6 P7 P8 P9 A

Description FOR PRICING FOR INFORMATION FOR INFORMATION DA FOR REVIEW FOR REVIEW DA FOR INFORMATION P9 FOR INFORMATION FOR CONSTRUCTION

Drawn Status App vd I I I A I I I I I C

Date 01/06/15 12/06/15 18/06/15 07/07/15 20/07/15 29/07/15 11/08/15 27/08/15 17/09/15 02/10/15

GENERAL NOTES:

94 8

94 7

94 6

94 5

94 3

1. ALL WORK IS TO COMPLY WITH ALL RELEVANT CODES AND STANDARDS

EXISTING PATH

94 6

949

ROBERTSON RESIDENCE

0 95

UP SECTION OF NEW ROOF TO TIE IN WITH EXISTING. PROVIDE COLORBOND RIDGE CAPPING AT PEAK AND MODIFY EXISTING EAVES GUTTER TO ACCOMMODATE NEW ROOF. OVERLAP NEW SHEETING OVER EXISTING TO MANUFACTURER'S REQUIREMENTS.

2 95

EXISTING RESIDENCE 5 MCGREGOR PLACE

NEW COLORBOND EAVES GUTTER TO MATCH EXISTING

953

95 4

EXISTING ROOF

DOWNPIPE ANGLED WITH FACADE

LINE OF SITE BOUNDARY EXISTING DRIVEWAY

COLORBOND FASCIA GUTTER



4.0°

NEW ROOF SHEETING TO MATCH EXISTING. PROVIDE BOX GUTTER AND SUMP

NEW EXTENSION

Abbreviations:

1.0°

RAINWATER HEAD AND DOWN PIPE WITH OVERFLOW

NEW PAVING - REFER TO DRAWING A101

SLOTTED OVERFLOW IN FACADE NEW AWNING OVER ENTRANCE DOOR. REFER TO DETAIL 04/A-512

EXISTING MAIN ENTRANCE

953

952

12.5°

95 4

R GO RE CG

COLORBOND FLASHING AT RIDGES TO MATCH EXISTING.

E AC PL



















ARCHITECTURE

NEW TERRACE WITH PRIVACY SCREEN

STEP IN ROOF

JACKSON

94 9 9 48

NEW PAVED AREA AND CLOTHES LINE

        



   

UP NEW CONCRETE BIKE RAMP

5 95 Job ROBERTSON RESIDENCE JINDABYNE Scales

Date

As indicated

1 A-301

SITE PLAN

1 : 200 @ A1

A-301

Description

ROOF PLAN

SITE PLAN

1 : 100 @ A1

Job Number 15212

CD_5MP_ A-001

Notes

DEMOLITION LEGEND: NOTE: BUILDER TO COORDINATE RELOCATION AND CAPPING OF EXISTING SERVICES. EXISTING TREES TO BE PROTECTED UNO DENOTES EXTENT OF DEMOLITION. OR ITEMS TO BE SALVAGED DENOTES EXISTING BUILDING ELEMENT TO BE RETAINED

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

DENOTES APPROXIMATE EXCAVATION AREA

GENERAL NOTES: 1. ALL WORK IS TO COMPLY WITH ALL RELEVANT CODES AND STANDARDS

Issue P1 P2 P3 P4 P5 P6 P7 A

Description FOR PRICING FOR INFORMATION FOR INFORMATION DA FOR REVIEW FOR INFORMATION FOR INFORMATION FOR CONSTRUCTION

Drawn Status App vd I I I A I I I C

Date 01/06/15 12/06/15 18/06/15 07/07/15 20/07/15 27/08/15 17/09/15 02/10/15

EXISTING UNDERCROFT

MAKE GOOD TO EXISTING PLASTERBOARD AND FLOOR FINISHES REMOVE SECTION OF CEILING TO ACCOMMODATE NEW STRUCTURAL SUPPORT. REINSTATE ONCE COMPLETE MAKE GOOD TO EXISTING PLASTERBOARD AND FLOOR FINISHES

EXISTING WALL TO BE DEMOLISHED TO EXTENT SHOWN.

EXISTING GLAZING TO BE SALVAGED FOR POTENTIAL USE

BUILDER TO INVESIGATE AND REDIRECT AS NECESSARY ANY UNDERCROFT WATER DRAINAGE CHANNELS AWAY FROM NEW EXTENSION OR TIE INTO NEW STORMWATER SYSTEM

EXISTING UNDERCROFT

EXISTING CUSTOM ORB LINING TO BE REMOVED FULL HEIGHT TO EXTENT SHOWN

EXISTING ROCK VENEER TO BE REMOVED ON NORTHERN AND SOUTHERN FACING WALLS. RETAIN BLOCKWORK

UP TEMPORARILY RELOCATE EXISTING STAIR TO ALLOW INSTALLATION OF NEW RETAINING WALL. REINSTATE AT COMPLETION. SALVAGE EXISTING GLAZING FOR POTENTIAL REUSE

Abbreviations: 

EXISTING TREE TO BE REMOVED. TO BE REPLANTED WITH SIMILAR SPECIES AT COMPLETION OF WORKS









REMOVE SECTION OF CUSTOM ORB WALL CLADDING TO ACCOMMODATE NEW SLAB EDGE BEAM AND FLASHING









SECTION OF EXISTING BALUSTRADE TO BE DEMOLISHED & ADAPTED TO ACCOMMODATE NEW STEEL FRAMED SCREEN. BUILDER TO INVESTIGATE FIXING POINT LOCATIONS FOR NEW SCREEN APPROXIMATE AREA TO BE EXCAVATED FOR NEW EXTENSION SHOWN HATCHED EXISTING TIMBER/CONCRETE STAIRS TO BE DEMOLISHED. EXISTING STEEL COLUMN TO BE DEMOLISHED. PROVIDE TEMPORARY PROPPING PRIOR TO INSTALLATION OF NEW COLUMN.



EXISTING HIGH LEVEL GLAZING TO BE SALVAGED FOR POTENTIAL USE IN NEW BATHROOM

ARCHITECTURE

EXISTING PAVED AREA, CLOTHES LINE AND HEDGE TO BE REMOVED

JACKSON

SOFFIT LINING OVER TO BE RETAINED

ALLOW FOR MODIFICATIONS TO EXISTING ROCK VENEER WHERE NEW RETAINING WALL IS TO BE INSTALLED. REINSTATE ROCK WALL VENEER AFFECTED BY POTENTIAL RELOCATION OF SWITCHBOARD.

5350 COS

EXISTING DOORSET TO BE RELOCATED SO THAT FRONT FACE OF FRAME IS FLUSH WITH NEW WALL LININGS. BUILDER TO INVESTIGATE WHETHER THIS DOOR CAN BE LOWERED TO FFL WITHOUT CREATING A LEAK HAZARD

       



RELOCATE EXISTING EXHAUST FAN OUTLET AS SHOWN IN RCP EXISTING TERRACE AND RETAINING WALL TO BE DEMOLISHED. EXISTING HYDRAULIC INSTALLATION IN TERRACE TO BE RELOCATED

1 A-301

DEMOLITION LOWER GROUND FLOOR 1 : 100 @ A1

2 A-301

DEMOLITION GROUND FLOOR 1 : 100 @ A1

Job ROBERTSON RESIDENCE JINDABYNE Scales

Date

As indicated Description DEMOLITION PLAN

Job Number 15212

CD_5MP_ A-010

The following construction drawings were completed while working for Daryl Jackson Alastair Swayn. The Robertson’s engaged DJAS to complete an extension to an existing house designed by DJAS. The brief was to add a master wing to the house, creating a new master bedroom with walk in robe and ensuite connecting to the ground floor. Lower ground floor added a new office and bike storage. Under DJAS design, I completed documentation using Revit.

Notes

DOUBLE GENERAL POWER OUTLET. REFER TO JOINERY DETAILS FOR PLACEMENT

8. WINDOW HEAD AND REVEAL DETAILS TO MATCH EXISTING UNLESS SHOWN OTHERWISE

NEW HOSE COCK TO FACE OF ROCK WALL. PIPEWORK CONCEALED IN WALL POLISHED CHROME FINISH TO OUTLET

9. GRID '1' IS DETERMINED BY THE OUTSIDE FACE OF THE TIMBER FRAME OF THE KITCHEN FAÇADE AFTER EXISTING CLADDING AND BATTENS HAVE BEEN REMOVED. GRID ‘B’ IS DETERMINED BY MEASURING OFF THE SITE BOUNDARY ALONG GRID ‘1’. PRIOR TO THE SETOUT OF GRID ‘A’, CONFIRM CRITICAL WALKWAY CLEARANCE CAN BE ACHIEVED AS SHOWN ON DRAWING A-101.

DOUBLE DATA OUTLET MOUNTED AT ABOVE BENCH. COORDINATE WITH CLIENT SUPPLIED WORKSTATION

PHONE OUTLET MOUNTED AT 300 AFFL 10. CONFIRM DIMENSION X CAN BE ACHIEVED AT SETOUT. DIMENSION IS TO FINISHED FACE OF ROCK AT GROUND LEVEL

NEW BOLLARD LIGHTING TO MATCH EXISTING BOLLARDS IN DRIVEWAY. INSTALL ON EXISTING EXTERNAL CIRCUIT

11. NEW SKIRTINGS TO ALL PARTITIONS TO MATCH EXISTING 12. TYPICAL STUD SPACING: 450mm

SALVAGED WALL LIGHT TO REMAIN SAME (MODIFIED) CIRCUIT AS EXISTING.

13. REFER TO DETAIL 05/A-511 FOR WATER PROOF MEMBRANE NOTES

BUILDER TO ALLOW FOR UPGRADE OF FOXTEL SYSTEM AND CABLING. UPGRADES INCLUDE REMOVAL AND REINSTATEMENT OF EXISTING ROOF SHEETING OVER LIVING ROOM. EXTEND AND CONNECT FOXTEL CABLING TO NEW OFFICE TV POINT

14. ALL WORK IS TO COMPLY WITH ALL RELEVANT CODES AND STANDARDS

J.01

Description FOR PRICING FOR INFORMATION FOR INFORMATION FOR INFORMATION DA DA FOR INFO-MMM STRUCTURAL COORD FOR REVIEW FOR REVIEW DA FOR INFORMATION FOR INFORMATION FOR CONSTRUCTION

Drawn Status App vd I I I I A A I I I I I I I C

Date 01/06/15 12/06/15 18/06/15 23/06/15 07/07/15 08/07/15 09/07/15 10/07/15 20/07/15 29/07/15 11/08/15 27/08/15 17/09/15 02/10/15

2700 PB

DLE

NEW INTERNAL GLAZING. REFER TO WINDOW SCHEDULE A-801

LG.XX/X

DOOR NUMBER. REFER TO SCHEDULE

EXISTING FLOOR HEATING SYSTEM TO BE EXTENDED TO NEW FLOOR SLABS. UPGRADE ENTIRE SYSTEM AS REQUIRED. CONTROLS IN SAME LOCATION AS EXISTING

DENOTES DIMENSION FROM GRID TO OUTSIDE EDGE OF DOOR FRAME

LV.XX

NEW LOUVRE. REFER TO WINDOW SCHEDULE.

MAKE GOOD TO ROCK VENEER AFTER INSTALLATION OF NEW RETAINING WALL

DENOTES RECESSED 900x600mm FLOOR MAT. PROVIDE SET DOWN AS REQUIRED

CL 630



DLE

FS LS

2700

LEGEND: FS

Issue P1 P2 P3 P4 P5 P6 P7 P8 A

Description FOR PRICING FOR INFORMATION FOR INFORMATION FOR INFORMATION DA FOR REVIEW FOR REVIEW FOR INFORMATION FOR CONSTRUCTION

Drawn Status App vd I I I I A I I I C

Date 01/06/15 12/06/15 18/06/15 23/06/15 07/07/15 20/07/15 29/07/15 17/09/15 02/10/15

GLASS CEILING FAN SWITCH LS GLASS LIGHT SWITCH

LOW PROFILE LED DOWN LIGHT

DL DLE

LOW PROFILE EXTERNAL DOWN LIGHT. CONDUIT TO BE CONCEALED BEHIND EXISTING SOFFIT LINING MATCH EXISTING DOWN LIGHTS IN THE ROOM. ALIGN WITH EXISTING IN GRID PATTERN.

DLX

910

1710

2800 COS FC CEILING FAN. REFER TO SPECIFICATIONS

910 EXPANSION JOINT. ALIGN NEW SOFFIT WITH PLANE OF EXISTING.

DLE

DL AP

300 x 300 FLUSH SET CEILING ACCESS PANEL. PROVIDE IN CEILING DGPO AND DATA AT THIS POINT



DP NEW COLORBOND DOWNPIPE TO MATCH EXISTING

SALVAGED WALL LIGHT TO WIRED INTO EXISTING EXTERNAL LIGHTING CIRCUIT. ALL CONDUIT TO BE CONCEALED IN-WALL

RECESSED LINEAR LED LIGHT

PLASTERBOARD LINING TO FRONT AND UNDERSIDE OF BULKHEAD. PAINT FINISH.

1000 1035

1205

785

1990

600

NEW PENDANT LIGHT. REFER TO BATHROOM CONSULTANT'S DOCUMENTATION

EQ PL









NEW GRATED DRAINAGE SUMP WITH FALLS FROM DOOR AND WALKWAY

LINE OF ROOF OVER. SHOWN DASHED

TWO LIGHT SWITCHES IN THIS LOCATION: 1. INSTALL 2 WAY SWITCH TO INTEGRATE WITH EXISTING CHILDREN'S PLAY AREA LIGHTING. 2. NEW TWO-WAY EXTERNAL LIGHT SWITCH TO INTEGRATE WITH EXISTING SWITCH NEAR EXISTING MAIN ENTRANCE TO CONTROL ALL EXTERNAL LIGHTING

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

LINE OF BALCONY OVER

IW.XX

DLE

LS EQ

NEW OR MODIFIED GLAZING. REFER TO WINDOW SCHEDULE A-801

MODIFY DOOR LEAF WITH DROP SEAL TO SILL AND JAMB SEALS TO ALL SIDES OF FRAME. BUILDER TO CONFIRM WHETHER DOOR CAN BE LOWERED TO FFL WITHOUT CREATING A LEAK HAZARD. IF NOT, PROVIDE STEP AT THRESHOLD. DETAIL TBC

PROVIDE THRESHOLD ANGLE AT TILE/CARPET JUNCTION

1.0° RAKE

9mm FIBRE CEMENT LINING. JOINTS TO MATCH EXISTING IN APPEARANCE WHILE REMAINING IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PAINT FINISH

LOCATE WIFI RANGE EXTENDER IN CEILING

DLX DLE

13mm MOISTURE RESISTANT PLASTERBOARD TO SUSPENDED CEILING SYSTEM TO MATCH EXISTING.

MRPB

EXISTING RAKED COLUMNS

TAG FOR NEW JOINERY. REFER TO A-701 FOR DETAILS

EW.XX

6. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH RELEVANT CODES AND STANDARDS 13mm PLASTERBOARD LINING TO SUSPENDED CEILING PB SYSTEM. PAINT FINISH. PERIMETER SHADOWLINE TO MATCH EXISTING.

EXISTING RESIDENCE SHOWN GREY. DLX

Issue P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 A

CABLE RETICULATION OPENING TO PROVIDE A CONCEALED PATH THROUGH THE PARTITION FOR CABLING BETWEEN AV COMPONENTS AND REAR OF TV. REFER TO A-701 FOR MOUNTING LOCATIONS

EXISTING RESIDENCE SHOWN GREY

5. BUILDER TO CONFIRM THE NUMBER OF LUMINAIRES IS SUFFICIENT.

SINGLE GENERAL POWER OUTLET. MOUNTED AT 300mm AFFL

DGPOJ

4. DIMENSIONS ARE TO CENTRELINES UNO.

DOUBLE OUTDOOR POWER OUTLET MOUNTED AT 1000mm AFFL

GPO

7. REFER TO BATHROOM CONSULTANT'S DOCUMENTATION FOR TILE SETOUTS

3. BATHROOM CONSULTANT TO CONFIRM LIGHT/EXHAUST/HEATED TOWEL RAILSWITCHING CONFIGURATION.

RELOCATE EXHAUST DUCT TO DISCHARGE TO NORTHERN FACADE EQ

DGPO OD

6. PROVIDE SPACERS TO SEPARATE ELECTRICAL EQUIPMENT

2. TO MEET BASIX REQUIREMENTS, A MINIMUM OF 40% OF NEW OR ALTERED LIGHT FIXTURES ARE TO BE FITTED WITH FLUORESCENT, OR LED LAMPS.

RONDO P37 EXPANSION JOINT. ALIGN NEW CEILING WITH PLANE OF EXISTING

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

520

5. PAINT FINISH TO ALL PLASTERBOARD AND FC SURFACES

1. PAINT FINISH TO ALL PLASTERBOARD SURFACES.

DOUBLE GENERAL POWER OUTLET MOUNTED ABOVE BENCH. COORDINATE WITH CLIENT SUPPLIED WORKSTATION

DOUBLE GENERAL POWER OUTLET MOUNTED AT 300mm AFFL

DGPO AB

1710

CLIPSAL GLASS FAN SWITCH MOUNTED AT 1000mm AFFL DGPO

4. REFER TO SPECIFICATIONS SHEET A-002 FOR ADDITIONAL BUILDER'S WORK, COLOURS AND FINISHES

3. PROVIDE TERMITE MANAGEMENT SYSTEMS

Notes

NOTE: CONNECT WITH EXISTING

CLIPSAL GLASS LIGHT SWITCH MOUNTED AT 1000mm AFFL

1070

2. ALL INTERNAL PARTITIONS TO BE LINED WITH 13mm PLASTERBOARD ON EITHER SIDE OF 90mm TIMBER STUD FRAME. UNO. SUBSTITUTE PLASTERBOARD WITH AQUACHEK IN BATHROOM

1070

1. PROVIDE FLASHING OVER TOP OF ROCK VENEER WALLS AT JUNCTION WITH COLORBOND TO MATCH EXISTING.

LEGEND:

NOTE:

NEW HARD-WIRED SMOKE DETECTOR

DIAGRAMMATIC LIGHTING CIRCUIT LINE CONCRETE WITH EXPOSED AGGREGATE PATH TO MATCH EXISTING (SLIP RESISTANT)

13mm PLASTERBOARD FIXED TO EACH SIDE OF 90mm TIMBER STUD FRAME. PAINT FINISH.

PROTECT EXISTING FLOOR FINISH

CEILING PLAN LOWER GROUND FLOOR

1 A-301

BUILDER TO CONFIRM CAPACITY OF EXISTING HOT WATER SERVICE AND UPGRADE AS REQUIRED.

1 : 50 @ A1

DOWNPIPE

RELOCATE ELECTRICAL METER BOARD IF REQUIRED DUE TO REVISED GROUND LEVEL

ALIGN FINISHED FACE OF NEW 13mm PLASTERBOARD ON 35mm TOP HATS WITH ADJACENT PARTITION SURFACE. PROVIDE RONDO P35 EXPANSION JOINT

ALIGN ALIGN

NEW GRATE DRAIN WITH FALLS FROM DOOR AND WALKWAY. PROVIDE SEPARATE PIPEWORK TO ACT AS AN OVERFLOW IF PRIMARY DRAIN IS BLOCKED NEW RETAINING WALL CLAD WITH THIN LAYER OF STONE.

TO GRID

1225

PAVERS & TIMBER TERRACING TO MATCH EXISTING

EW.07

115

230







ARCHITECTURE

JACKSON



635 60

LS FS

2400

1305

4245

NEW LOUVRED SCREEN FIXED TO SOFFIT

 

ALIGN

 

MRPB

3000



4.0° RAKE

DLE

Job

NEW GRAVEL FILL WITH AG-DRAIN AT FOOTING LEVEL. APPROXIMATE EXTENT SHOWN WITH SPECKLE FILL

LINE OF FASCIA GUTTER

ROBERTSON RESIDENCE JINDABYNE Scales

70mm TIMBER STUD FRAME WITH 13mm PLASTERBOARD TO EACH SIDE. PAINT FINISH. INTENT IS TO MINIMISE THICKNESS OF THIS PARTITION TO INCREASE CLEARANCE BESIDE DOOR LG.01/D

2785

4325







195 290

2240



PL FS

300 190

(INTERNAL)





LINE OF FOLDS IN CEILING

       





DL LOCATE WIFI RANGE EXTENDER IN CEILING

18.0° RAKE PL

NEW VERTICAL MOUNT BIKE RACK FIXED TO WALL



635



Abbreviations: EXISTING RESIDENCE SHOWN GREY.





1305 EW.08

EW.07

RETAINING WALL 1675

1645

NEW ANGLED/VERTICAL POWDERCOATED 200mm ALUMINIUM LOUVERS AT 200mm SPACINGS FIXED TO STEEL OUTER FRAME. LOUVRE PROFILE TO BE ELLIPSOIDAL. CHS AT CORNER. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION 5675



EW.08

STRIP OF PAVERS

BUILD UP GROUND LEVEL AT CORNER SO THAT FALL IS LESS THAN 1000MM ABOVE THE TERRACE FFL. PROVIDE ROCK VENEER TO BLOCKWORK. WALL TO STRUCTURAL ENGINEERS DETAIL. HEIGHT TO MATCH EXISTING LOW HEIGHT BLOCKWORK ON OPPOSITE SIDE OF TERRACE. END OF WALL TO BE ANGLED TO ALIGN WITH EDGE OF TERRACE



DGPO

1020

SETBACK FROM BOUNDARY



EW.10

LV.03

(INTERNAL)

PAINT FINISH TO CONCRETE





DGPO

3645

BIKE STORE 12 m²

LAMINATED MDF FULL HEIGHT JOINERY UNIT WITH ADJUSTABLE SHELVES. TV CABINET ADJACENT.

DD P

A-511

NEW RAKED CHS COLUMN. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION. PAINT FINISH. NEW COLORBOND DOWNPIPE RUNNING AT SAME ANGLE



DGPO

R.L. 950.370

J.02

NEW CARPET FLOORING

DGPO DGPO AB

460

285

A-301

OFFICE 22 m²

BOUNDARY

BUILDER TO CONFIRM THIS DIMENSION CAN BE ACHIEVED PRIOR TO SETOUT OF GRID 'A'.

DGPOJ CR CR

R.L. 950.370

10 0°

185

300

2085

LINE OF SITE

1410

TIMBER STAIR TREADS AND STRINGERS IN ACCORDANCE WITH THE NCC. PROVIDE NOSINGS TO EACH TREAD.

DGPOJ

OPEN TERRACE WITH TILED FINISH.

NEW GLASS BALUSTRADE. REFER TO DETAIL 01/A-512

DGPOJ

EW.10

3 A-401





ARCHITECTURE

LG.01/B

DGPO

815 DF

S LINE

300

LS FS

915

J.01

LS LG.01/C

R.L. 949.870

STAIRS

RETA ININ G WA

140 DF

R.L. 950.270

185

TIMBER

1 10.0°

10.0°

1235

PATH

COS

170

1100

880

COVERED TERRACE

FALL

A-511

790

4 A-301

1 A-301

2 RM

190

EXACT LOCATION OF STAIR AND CLOTHES LINE TO BE DETERMINED ON SITE

CLOTHE

DIM. X 935

10 0°

LINE OF BALCONY OVER. SHOWN DASHED

FALL

EW.13

LG.01/D EW.09

710

.0° 90

NEW TILING ON SCREED



JACKSON

LG.01/A

EXTENT OF WORKS

1120

NEW STEEL COLUMN. REFER TO STRUCTURAL ENGINEER'S DETAILS

2400 BUILDER TO ALLOW FOR UPGRADE OF FOXTEL SYSTEM AND CABLING. UPGRADES INVOLVE REMOVAL AND REINSTATEMENT OF EXISTING ROOF SHEETING OVER LIVING ROOM. EXTEND AND CONNECT FOXTEL CABLING TO NEW OFFICE TV POINT

Abbreviations:

LOWER GROUND FLOOR: EXTERNAL WALL CONSTRUCTION: ROCK VENEER TO MATCH EXISTING OVER BLOCKWORK TO STRUCTURAL ENGINEER'S DETAILS. INTERNALLY, PROVIDE 13mm PLASTERBOARD FIXED TO 90mm TIMBER STUD FRAME. R2.5 BULK INSULATION TO CAVITY AND VAPOUR PERMEABLE MEMBRANES. AT SUBTERRANEAN LEVEL, PROVIDE TANKING TO EXTEND ACROSS RETAINING WALLS. TIE IN WITH WATER PROOF MEMBRANE AT FOOTING LEVEL AND EXTEND TO UNDERSIDE OF ENTIRE SLAB. PROVIDE WEEP HOLES ABOVE GROUND LEVEL WITH DETAIL TO STEP WITH FALL. TERMITE GUARDS TO WEEP HOLES & TERMITE TREATMENT TO INTERFACE WITH GROUND. PROVIDE FC PROTECTION BOARDS AND POLYSTYRENE INSULATION AGAINST STONE FILL

EXTENT OF WORKS

ALIGN

NEW DOOR WITH ADDITIONAL FLYSCREEN LEAF

B WITH ING SLA (SLIP ETE PAV ATE CONCR D AGGREG EXPOSEANT) RESIST

NEW TIMBER STAIR WITH STEEL STRINGERS. REFER TO ELEVATIONS A-301 FOR FURTHER DETAILS LG.01/E

R.L. 950.370 ENTRY DGPO 9 m²

RETAINING WALL

NEW PLASTERBOARD LINING ON 35mm TOP HATS OR BATTENS

NEW TILED FLOORING

NEW SOLID TIMBER DOOR TO MATCH EXISTING MAIN ENTRANCE DOOR WITH GLAZED SIDE LIGHT

LINE OF PLASTERBOARD BLIND PELMET.

Date

1030

1 : 50 EQ

Description

15.0°

LINE OF SITE

2785

Scales





Date

1 : 50

NOTE: BATHROOM CONSULTANT TO CONFIRM SWITCHING OF THIS LIGHT.



LOWER GROUND FLOOR PLAN

BOUNDARY

(TO INTERSECTION OF GRIDS)

Job ROBERTSON RESIDENCE JINDABYNE

REFER TO BATHROOM CONSULTANT'S DOCUMENTATION FOR WARDROBE AND BATHROOM LIGHTING AND SERVICES SETOUT.

Description REFLECTED CEILING PLANS



3 2 A-401

15212

1. PROVIDE FLASHING OVER TOP OF ROCK VENEER WALLS AT JUNCTION WITH COLORBOND TO MATCH EXISTING.

2. ALL INTERNAL PARTITIONS TO BE LINED WITH 13mm PLASTERBOARD ON EITHER SIDE OF 90mm TIMBER STUD FRAME. UNO. SUBSTITUTE PLASTERBOARD WITH AQUACHEK IN BATHROOM

A-301

CD_5MP_ A-101

Job Number

1 : 50 @ A1

15212

Notes

LEGEND:

NOTE:

CEILING PLAN GROUND FLOOR

Job Number





CLIPSAL GLASS FAN SWITCH MOUNTED AT 1000mm AFFL DGPO

DOUBLE GENERAL POWER OUTLET MOUNTED AT 300mm AFFL

4. REFER TO SPECIFICATIONS SHEET A-002 FOR ADDITIONAL BUILDER'S WORK, COLOURS AND FINISHES

DGPO AB

DOUBLE GENERAL POWER OUTLET MOUNTED ABOVE BENCH. COORDINATE WITH CLIENT SUPPLIED WORKSTATION

5. PAINT FINISH TO ALL PLASTERBOARD AND FC SURFACES

DGPO OD

DOUBLE OUTDOOR POWER OUTLET MOUNTED AT 1000mm AFFL

GPO

SINGLE GENERAL POWER OUTLET. MOUNTED AT 300mm AFFL

DGPOJ

DOUBLE GENERAL POWER OUTLET. REFER TO JOINERY DETAILS FOR PLACEMENT

3. PROVIDE TERMITE MANAGEMENT SYSTEMS

6. PROVIDE SPACERS TO SEPARATE ELECTRICAL EQUIPMENT 7. REFER TO BATHROOM CONSULTANT'S DOCUMENTATION FOR TILE SETOUTS 8. WINDOW HEAD AND REVEAL DETAILS TO MATCH EXISTING UNLESS SHOWN OTHERWISE

NEW HOSE COCK TO FACE OF ROCK WALL. PIPEWORK CONCEALED IN WALL POLISHED CHROME FINISH TO OUTLET

DOUBLE DATA OUTLET MOUNTED AT ABOVE BENCH. COORDINATE WITH CLIENT SUPPLIED WORKSTATION

PHONE OUTLET MOUNTED AT 300 AFFL 10. CONFIRM DIMENSION X CAN BE ACHIEVED AT SETOUT. DIMENSION IS TO FINISHED FACE OF ROCK AT GROUND LEVEL

NEW BOLLARD LIGHTING TO MATCH EXISTING BOLLARDS IN DRIVEWAY. INSTALL ON EXISTING EXTERNAL CIRCUIT

11. NEW SKIRTINGS TO ALL PARTITIONS TO MATCH EXISTING 12. TYPICAL STUD SPACING: 450mm

SALVAGED WALL LIGHT TO REMAIN SAME (MODIFIED) CIRCUIT AS EXISTING.

13. REFER TO DETAIL 05/A-511 FOR WATER PROOF MEMBRANE NOTES

14. ALL WORK IS TO COMPLY WITH ALL RELEVANT CODES AND STANDARDS

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site



NEW COLORBOND CUSTOM ORB CLADDING TO MATCH EXISTING

NEW STONE VENEER TO MATCH EXISTING

Description FOR PRICING FOR INFORMATION FOR INFORMATION FOR INFORMATION DA DA FOR INFO-MMM STRUCTURAL COORD FOR REVIEW FOR REVIEW DA FOR INFORMATION FOR INFORMATION FOR CONSTRUCTION

Drawn Status App vd I I I I A A I I I I I I I C

Date 01/06/15 12/06/15 18/06/15 23/06/15 07/07/15 08/07/15 09/07/15 10/07/15 20/07/15 29/07/15 11/08/15 27/08/15 17/09/15 02/10/15

RELOCATED WALL LIGHT

COLORBOND FLASHING TO MATCH EXISTING

NEW OR MODIFIED GLAZING. REFER TO WINDOW SCHEDULE A-801

IW.XX

NEW INTERNAL GLAZING. REFER TO WINDOW SCHEDULE A-801

LG.XX/X

DOOR NUMBER. REFER TO SCHEDULE

DENOTES DIMENSION FROM GRID TO OUTSIDE EDGE OF DOOR FRAME

LV.XX

NEW LOUVRE. REFER TO WINDOW SCHEDULE.

DENOTES RECESSED 900x600mm FLOOR MAT. PROVIDE SET DOWN AS REQUIRED

CORNER DETAIL TO MATCH EXISTING

CONTROL/MOVEMENT JOINT

EXISTING UPPER RIDGE LINE RL 958.320 CB

COLORBOND RECTANGULAR RAINWATER HEAD WITH SLOTTED OVERFLOW. CIRCULAR COLORBOND DOWNPIPE RECESSED INTO ROCKWORK AT LOWER GROUND LEVEL

GROUND FLOOR FCL RL 955.870 EW.04

NEW OPERABLE SASH GLAZING. BATHROOM WINDOW FROSTED, BEDROOM WINDOW WITH CLEAR GLASS. REFER TO WINDOW SCHEDULE

EW.01 & EW.02

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

EXISTING RESIDENCE SHOWN GREY

Issue P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 A

Description FOR PRICING FOR INFORMATION FOR INFORMATION FOR INFORMATION FOR INFO-MMM DA STRUCTURAL COORD FOR REVIEW FOR REVIEW DA FOR INFORMATION FOR INFORMATION FOR CONSTRUCTION

Drawn Status App vd I I I I I A I I I I I I C

Date 01/06/15 12/06/15 18/06/15 23/06/15 24/06/15 07/07/15 10/07/15 20/07/15 29/07/15 11/08/15 27/08/15 17/09/15 02/10/15

4 A-512

EW.05

GROUND FLOOR RL 953.470 CJ

EXISTING LOWER RIDGE LINE RL 957.970

GROUND FLOOR FCL RL 955.870

EW.01 & EW.02

EW.13

GROUND FLOOR RL 953.470 LOWER GROUND FCL RL 953.070

LOWER GROUND FCL RL 953.070

1450

NEW AWNING OVER ENTRANCE DOOR

LOWER GROUND FLOOR RL 950.370 TERRACE RL 949.870

GROUND LINE

NEW TRENCH GRATE. REFER TO STRUCTURAL ENGINEER'S DETAILS

ROCK VENEER TO MATCH EXISTING

NEW SOLID CORE PAINTED TIMBER DOOR. REFER TO SPECIFICATIONS SHEET A-002

EXISTING MAIN ENTRY DOOR

NEW TIMBER STAIR WITH STEEL STRINGERS. 8 RISERS @ 181mm EACH. TREAD DEPTH: 250mm. PROVIDE TREADS TO MATCH EXISTING EXTERNAL STAIRS AND RISER INFILL PANELS TO MATCH. CHAMFER EDGES. PROVIDE NOSING STRIPS TO ALL TREADS

NEW COLORBOND DOWNPIPE TO MATCH EXISTING DF

DENOTES NEW STEEL FRAMED ALUMINIUM LOUVRES. REFER TO WINDOW SCHEDULE.

1. ALL WORK IS TO COMPLY WITH ALL RELEVANT CODES AND STANDARDS

NEW FULL HEIGHT GLAZING. WITH OPERABLE SASH AT TOP

EXISTING LOWER RIDGE LINE RL 957.970

EXISTING BRIDGE

LV. XX

GENERAL NOTES:

EXISTING UPPER RIDGE LINE RL 958.320

NEW COLORBOND FLASHING TO MATCH EXISTING HIGH LEVEL GLAZING WITH CORNER DETAIL TO MATCH EXISTING

GLAZING WITH OPERABLE SASH. FIXED GLAZING ABOVE AND BELOW. FROSTED GLASS

TAG FOR NEW JOINERY. REFER TO A-701 FOR DETAILS

EW.XX

DENOTES NEW OR SALVAGED GLAZING. REFER TO WINDOW SCHEDULE.

NEW COLORBOND CUSTOM ORB CLADDING TO MATCH EXISTING

LG.01/B

EXISTING RESIDENCE SHOWN GREY

EW. XX.



DIMENSION EXTENDS ABOVE EXISTING UPPER RIDGE LINE DUE TO LENGTH OF ROOF PROFILE

Issue P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 A

CABLE RETICULATION OPENING TO PROVIDE A CONCEALED PATH THROUGH THE PARTITION FOR CABLING BETWEEN AV COMPONENTS AND REAR OF TV. REFER TO A-701 FOR MOUNTING LOCATIONS J.01





CD_5MP_ A-201

Notes

LEGEND:

CLIPSAL GLASS LIGHT SWITCH MOUNTED AT 1000mm AFFL

3000



925

A-301

A-401



235

3 A-501

1 A-101

NEW RETAINING WALL WITH GRAVEL BACK FILL

EAST ELEVATION

2 A-101

1 : 100 @ A1





SOUTH ELEVATION 1 : 100 @ A1



E LIN OF

EXISTING FOOT PATH

R.L. 953.470

COORDINATE LOCATION OF CROSS BRACING WITH RECESSED JOINERY UNITS

NEW 13mm PLASTERBOARD FIXED TO 35mm TOP HATS. PAINT FINISH

R.L. 951.688

B EXTENT OF NEW WORKS 80

BIKE PATH

FALL

NEW FLOOR TILES TO MATCH EXISTING

CARPET

DASHED LINE DENOTES 4.5mm THICK PLYWOOD SHEETING UNDER 13mm PLASTERBOARD. REFER TO STRUCURAL ENGINEERS DETAILS.

LS DGPO

EW.11

TRENCH GRATE

DGPO

WARDROBE SIDE: 13mm PLASTERBOARD FIXED OVER 4.5mm PLY BRACING TO STRUCTURAL ENGINEER'S DETAILS ON 90mm TIMBER STUD PARTITION. PAINT FINISH. CAVITY SLIDER INSTALLED IN THIS STUD LINE. BATHROOM SIDE: 13mm WET AREA PLASTERBOARD ON SECOND 90mm TIMBER STUD FRAME. 20mm GAP BETWEEN STUDS TYPICAL GROUND LEVEL EXTERNAL WALL CONSTRUCTION TO CONSIST OF CUSTOM ORB FIXED TO BETTENS WITH VAPOUR PERMEABLE MEMBRANE. INTERNALLY, 13mm PLASTERBOARD LINING FIXED TO TIMBER STUD FRAME. PROVIDE R2.5 BULK INSULATION TO CAVITY. WHERE INSULATION IS BROKEN BY STRUCTURE, PROVIDE POLYSTYRENE INSULATION TO FACE OF STRUCTURE

EW.04

BOUNDARY

4050

2220

2625

(INTERNAL)

CORNER DETAIL SIMILAR TO DETAIL 03/A-511

125

1845

130

15.0°

120

(TO PARTITION FACE) 2055

2240

4325

2785

(TO OUTSIDE CORNER OF PFC JOINT)

(TO INTERSECTION OF GRIDS)

A-501

A-401

A-301

A-401









LINE OF SITE

BOUNDARY









2410

1380

CB EW.03 EXISTING RESIDENCE SHOWN GREY

LV.01

      





EXISTING LOWER RIDGE LINE RL 957.970





GROUND FLOOR FCL RL 955.870



RAKING COLORBOND DOWNPIPE

EW.06

CJ EW.08

GROUND FLOOR RL 953.470 LOWER GROUND FCL RL 953.070

CJ EW.07

EW.09

LOWER GROUND FCL RL 953.070

CD EW.10

LV.03 CJ









EW.10

       



LOWER GROUND FLOOR RL 950.370 TERRACE RL 949.870

NEW GLASS BALUSTRADE GROUND LINE.

1200

PARALLEL TO BOUNDARY

GROUND FLOOR FCL RL 955.870

EXISTING RESIDENCE SHOWN GREY

GROUND FLOOR RL 953.470 EW.11

WIRE BALUSTRADE TO MATCH EXISTING, UPGRADED TO MEET REQUIREMENTS ON NCC 2015. CONNECT CABLES TO LV.01 FRAME AT JUNCTION





HIGH LEVEL GLAZING

LV.02



 EXISTING UPPER RIDGE LINE RL 958.320

LOUVRE FRAME TO BE CUT AROUND ANGLED CHS AT NORTHERN END. CHS FIXED TO HOB WALL. FIXING PLATE TO BE CONCEALED WITHIN ROCKWORK VENEER. REFER TO STRUCTURAL ENGINEER'S DETAILS

Job R.L. 953.000

ROBERTSON RESIDENCE JINDABYNE Scales

300 STEEL PFC TO FASCIA. PAINT FINISH. REFER TO STRUCTURAL ENGINEER'S DETAILS

RAKING COLORBOND DOWNPIPE.

.0°

APPROXIMATE EXTENT OF PEBBLE BACKFILL TREATED TIMBER SLEEPER TERRACING AND PAVERS TO MATCH EXISTING



Abbreviations:

NEW COLORBOND ROOF SHEETING TO MATCH EXISTING

EXISTING UPPER RIDGE LINE RL 958.320

TERRACE RL 949.870

HIGH LEVEL GLAZING SALVAGED FROM EXISTING KITCHEN. CORNER DETAIL SIMILAR TO EXISTING PRIOR TO RELOCATION OF GLAZING

PAVERS



COLORBOND FLASHING TO ROOF AND DOWNTURN FASCIA. MITRE JOINT AT JUNCTION.

NEW CUSTOM ORB WALL CLADDING TO MATCH EXISTING.

LOWER GROUND FLOOR RL 950.370

PAVERS EW.03

STRIP OF PAVERS EXISTING GLAZING REUSED WHERE POSSIBLE

250

170.0°

LV.01

NEW CONCRETE BIKE PATH WITH EXPOSED AGGREGATE PATH TO MATCH EXISTING (SLIP RESISTANT). PATH TO WEAVE THROUGH TREES. SLOPE: 1:8

2 A-301

LINE OF SITE

FOR SERVICE COORDINATION REFER TO BATHROOM CONSULTANT'S DOCUMENTATION

EW.06

FALL

PRIVACY SCREEN ON LEVEL BELOW

REFER TO BATHROOM CONSULTANT'S DOCUMENTATION

NEW JOINERY. REFER TO BATHROOM CONSULTANT'S DOCUMENTATION

(EW)

STRI P OF

R.L. 953.450

WIR 9 m²

PAVE RS

DGPO

3120

GRATE

TRENCH GRATE

CH TREN

NEW CONCRETE BALCONY WITH TILES ON SCREED. PROVIDE MESH REINFORCEMENT TO SCREED. TRENCH GRATE TO NORTH, SOUTH & WESTERN EDGES

EW.05

BEDROOM 17 m²

G.01/C

BALCONY 7 m²

900

ALIGN

DGPO OD

NEW GLAZED SLIDING DOOR NEW WIRE BALUSTRADE AND TIMBER HANDRAIL. DETAIL TO MATCH EXISTING MAIN DECK. NOTE: WIRE SPACINGS, TENSION AND THICKNESS TO BE IN ACCORDANCE WITH UPDATED NCC REQUIREMENTS

G.01/B

1090

DGPOJ

R.L. 953.470

470

GPO

1020 (EW)

400mm WIDE TILE SURROUND TO GLAZING



.3°



1905

1115





TURN IN PATH

EW.01 & EW.02

4085

DGPOJ

(INTERNAL)

EW.01 & EW.02

600

ALIGN DGPO

LV.02

NEW ANGLED/VERTICAL POWDERCOATED 200mm ALUMINIUM LOUVERS AT 200mm SPACING FIXED TO STEEL OUTER FRAME. LOUVRE PROFILE TO BE ELLIPSOIDAL. FOR NEW LOUVRE FIXED TO EXISTING MAIN DECK, BUILDER TO INVESTIGATE FIXING POINTS IN EXISTING ROOF AND WALL STRUCTURE

NEW SLIDING DOOR

DP G.01/D

A-301

A-401

630

A-512

NEW CONCRETE LANDING WITH EXPOSED AGGREGATE TO MATCH EXISTING (SLIP RESISTANT)

955

A-301

CL (EW)

TURN IN PATH

2 IW.02

VOID

12 00

835 (COS)

1 EW.13



ARCHITECTURE

TOP OF RETAINING WALL

EXISTING GLAZING TO BE RELOCATED PENDING INVESTIGATION OF EXISTING STRUCTURE

IF REQURED, CONSTRUCT SMALL (<500mm TALL) RETAINING WALL ON THIS SIDE OF PATH

TILES

ALIGN LOUVERED FRAME WITH EDGE OF EXISTING GLAZING WHILE ALLOWING EXISTING OPERABLE SASH TO FUNCTION BUILDER TO CONFIRM ON SITE

EXTENT OF NEW WORKS

EXHAUST OUTLET DUCTED TO EXHAUST FAN. PROVIDE A COLOUR MATCHED LOUVRED FASCIA TO MATCH EXISTING. CO-ORDINATE HEIGHT TO AVOID CLASH WITH STRUCTURAL STRUT.

NEW ANGLED/VERTICAL POWDERCOATED 200mm ALUMINIUM LOUVERS AT 200mm SPACINGS FIXED TO STEEL OUTER FRAME. LOUVRE PROFILE TO BE ELLIPSOIDAL. REINSTATE EXISTING DOWNPIPE TO FACE OF LV.02

Abbreviations:

DGPO

JACKSON

BRIDGE 8 m²

NEW FLOOR TILES TO MATCH EXISTING



NEW COLORBOND FLASHING TO MATCH EXISTING.

NEW INFILL WALL WHERE SALVAGED WINDOW IS REMOVED. PROVIDE NEW CUSTOM-ORB CLADDING ABOVE NEW ROOF LEVEL TO THE EXISTING LOWER RIDGE LINE.

ARCHITECTURE

EXISTING TIMBER STAIR REINSTATED

EXISTING MAIN DECK



SLOPE AND LINE OF NEW ROOF TO ALIGN WITH EXISTING BEYOND WHEN VIEWED IN TRUE ELEVATION.

WALL SYSTEM TO MATCH GROUND FLOOR CONSTRUCTION OVER WINDOW EW.10.

FROSTED OPERABLE GLAZING

DGPO

EXISTING GLAZING REUSED IF POSSIBLE.

LINEAR SLOT BOX GUTTER OVERFLOW CENTRED OVER GLAZING.

OPERABLE GLAZING

IW.01

1200 COS

G.01/A

JACKSON

DARY BOUN

NEW AWNING OVER ENTRANCE DOOR

NEW DOOR AND FULL HEIGHT GLAZED PARTITION

TIE BIKE PATH INTO EXISTING PUBLIC PATH

1300

SITE

PROVIDE COLORBOND BOX GUTER AS PER DETAIL 03/A-512

A-101

Date

WEST ELEVATION 1 : 100 @ A1

SUSPENDED PRIVACY WALL CLAD WITH CUSTOM ORB.

NEW GLAZING WITH COMPOSITE FRAME

4 A-101

NORTH ELEVATION 1 : 100 @ A1

ROCK VENEER TO MATCH EXISTING. NEW 1300mm TALL GLASS BALUSTRADE.

Job ROBERTSON RESIDENCE JINDABYNE Scales

Date

GROUND LINE.

1 : 50

ROCK VENEER TO MATCH EXISTING.

Description GROUND FLOOR PLAN

NEW GLAZING TO MATCH EXISTING.

Job Number 15212

As indicated Description ELEVATIONS

Job Number CD_5MP_ A-102

15212

CD_5MP_ A-301



1. ALL WORK IS TO COMPLY WITH ALL RELEVANT CODES AND STANDARDS 13

A-401

P50 SHADOWLINE DETAIL

ENTRY 9 m²

OFFICE 22 m² LS EW.10 P DD DGPO AB

DGPO LG.01/D LOWER GROUND FLOOR RL 950.370

BIKE STORE 12 m²

LG.01/A

A-101

B 

170

WEEPHOLE

COMPOSITE WINDOW FRAME. REFER TO GLAZING SCHEDULE.





A-401

POWERCOATED ALUMINIUM FASCIA TO COLUMN. PROVIDE TIMBER PACKING AND SILICONE SEALANT TO JOINTS AS REQUIRED.

NEW COLORBOND SHEETMETAL ROOFING PROFILE AND COLOUR TO MATCH EXISTING

STONE VENEER

WINDOW REVEAL AND SILL TO MATCH EXISTING

NEW FOLDED COLORBOND BOX GUTTER WITH SUMP AND OVERFLOWS. PREFABRICATE BOX GUTTER. FORM STOP ENDS, RAINWATER HEAD CONNECTION, BENDS AND RETURNS. DRESS RAINWATER HEAD CONNECTION INTO OUTLETS. PROVIDE OVERFLOWS TO PREVENT BACK-FLOODING. GUTTER AND SUMP SUPPORT: PROVIDE FRAMING AND LINING TO SUPPORT VALLEY GUTTERS, BOX GUTTERS AND SUMPS. LINE THE WHOLE AREA UNDER THE GUTTERS AND SUMPS.

WEEPHOLE

POWERCOATED ALUMINIUM BLOCK-OUT BLIND TRACK

1 : 50 @ A1



PROVIDE HEAD BRACING TO PARTITIONS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

140mm BLOCKWORK

EXISTING UPPER RIDGE LINE RL 958.320

LV.03

Abbreviations:

EW.05 NEW FASCIA GUTTER TO MATCH EXISTING REFER TO BATHROOM CONSULTANT'S DOCUMENTATION FOR FITOUT TO THIS ROOM AND THE WIR

40 CL

FALL

WIR 9 m²

DGPO

GPO

DGPOJ













BONDEK CONCRETE SLAB TO STRUCTURAL ENGINEER'S DOCUMENTATION. 75EA TO REAR OF PFC BOXED RECESS IN SOFFIT LINING FOR CHS FIXING CLEAT TO MATCH EXISTING.

PLAN DETAIL - GLAZING AND LOUVRE JUNCTION

3 A-101

BATHROOM 13 m² NEW PLASTERBOARD BULKHEAD. PAINT FINISH

DGPOJ

NEW FLASHING BEHIND EXISTING SHEETING GROUND FLOOR RL 953.470

300 PFC (TOES OUT). PAINT FINISH. REFER TO STRUCTURAL ENGINEER'S DETAILS

 

NEW TIMBER STAIR TO MATCH EXISTING EXTERNAL STAIRS WITH ADDITION OF RISER INFILL. EACH RISER TO BE 167mm TALL WITH 250mm TREAD DEPTH. CHAMFER EDGES. STRIP NOSINGS TO STAIR TREADS.

SILICONE SEALANT TO JUNCTION WITH BACKING ROD

BIKE STORE 12 m²

J.02

ALIGN ALIGN

OFFICE 22 m²

FLASHING TO SILL A-512

EXISTING GROUND LINE

DGPO NEW AG DRAIN IN COMPACTED STONE FILL

LG.01/B

LG.01/C

LOWER GROUND FLOOR RL 950.370

TERRACE RL 949.870

B LONG SECTION

TIMBER SILL BY MI-GLASS SIZED TO BE FLUSH WITH PLASTERBOARD LINING. TIMBER AND FINISH TO MATCH INNER SILL

Date

1 : 50

ALIGN

PAINTED STEEL CHS SHOWN DASHED BEYOND. LOWER FIXING CLEAT CONCEALED BELOW STONE VENEER

143

SECTIONS

53 195

137

A-501

CD_5MP_ A-401

OFFSET PIER FROM LINE OF BLOCKWORK LOCALLY. CUT STONE VENEER AROUND PIER AND PLATE FIXINGS TO CONCEAL STRUCTURAL JUNCTIONS 190mm CONCRETE BLOCKWORK. REFER TO STRUCTURAL ENGINEER'S DETAILS.



EXISTING UPPER RIDGE LINE RL 958.320

NEW SHEET METAL ROOF LINING. COLOUR, BMT AND PROFILE TO MATCH EXISTING.

EXISTING LOWER RIDGE LINE RL 957.970

146

       



ROBERTSON RESIDENCE JINDABYNE Scales

Date

1:5 Description

SECTION DETAIL - TYPICAL EXTERNAL WALL SECTION

5 A-501

1 : 5 @ A1

300

6 A-501

1 : 5 @ A1

SECTION DETAILS - TYPICAL LOUVRE CONNECTION

Job Number

1 : 5 @ A1

15212

CD_5MP_ A-511

Notes

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

COLORBOND ROOF SHEETING TO MATCH EXISTING

NEW SHEET METAL ROOF LINING. COLOUR, BMT AND PROFILE TO MATCH EXISTING. 170 x 45mm LVL WINDOW HEAD. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

Issue P1 P2 P3 P4 P5 P6 A B C

Description FOR INFORMATION FOR INFORMATION STRUCTURAL COORD FOR REVIEW FOR INFORMATION FOR INFORMATION FOR CONSTRUCTION FC/FOOTINGS MEMBRANES

FULLY FRAMELESS CHANNEL GLASS BALUSTRADE SYSTEM. CHANNEL TO BE SET BELOW FFL. NOTE: GLASS WIDTHS ARE CUSTOM TO MATCH DIMENSIONS ON PLAN. PROVIDE GALVANISED STEEL ANGLE TO STRUCTURAL ENGINEER'S DETAILS. ALL FIXINGS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN REQUIREMENTS. SUPPORT DETAIL TBC. INSTALLATION OF CHANNEL TO BE IN ACCORDANCE WITH MANUFACTURER'S DETAIL

Drawn Status App vd I I I I I I C C C

Date 18/06/15 23/06/15 10/07/15 20/07/15 27/08/15 17/09/15 02/10/15 16/10/15 23/10/15

CS SHADOWLINE FRAME. PAINT FINISH.

NEW TILED FINISH TO TERRACE. FALL TO FLOOR WASTE.

13mm PLASTERBOARD. PAINT FINISH.

Issue P1 P2 A

Description FOR INFORMATION FOR INFORMATION FOR CONSTRUCTION

Drawn Status App vd Date I 27/08/15 I 17/09/15 C 02/10/15

ALIGN

FALL TERRACE RL 949.870



5mm SILICONE JOINT

A-511

FIBRE CEMENT LINING FIXED TO UNDERSIDE OF PURLINS ON TOP HATS

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

CONCEAL CHANNEL BEHIND STONE FACING.

LINE OF COLORBOND FLASHING BEYOND

STEEL ROOF BEAM. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION PROVIDE BLANKET INSULATION AND SARKING

CEILING INSULATION TO BE ACHIEVED WITH A COMBINATION OF ROOF LEVEL BLANKET AND CEILING LEVEL BULK INSULATION





NEW COLORBOND FASCIA CAPPING TO MATCH EXISTING

COLORBOND CUSTOM ORB CLADDING FIXED TO 38mm BATTENS. PROVIDE VAPOUR PERMEABLE MEMBRANE BEHIND BATTENS





DETAILS 143

Notes





290

SECTION DETAIL - WINDOW SILL DETAIL

Job Number 15212



Job

TERRACE RL 949.870 FIBRE CEMENT SHEET TO PROTECT TERMITE BARRIER AND TANKING - CONTINUOUS TO GROUND LINE

185

1 : 50 @ A1





PAINTED STEEL PLATES WITH PIN FIXINGS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION. FIX TO STEEL PLATE ANGLE OFF BLOCKWORK WALL AS PER STRUCTURAL ENGINEER'S DOCUMENTATION

CONTINUOUS TIMBER PACKERS TO FULL PERIMETER OF GLAZED FRAMES

Description





PROVIDE STONE CAP AND VENEER TO ALL SIDES OF HOB WALL.

CONTINUOUS WATER PROOF MEMBRANE TO EXTEND UNDER FULL EXTENT OF CONCRETE SLAB. CONNECTS WITH RETAINING WALL TANKING. REFER TO NOTES ABOVE

CONTINUOUS VAPOUR PERMEABLE MEMBRANE TO EXTEND INTO SLAB EDGE SETDOWN

ROBERTSON RESIDENCE JINDABYNE

CONCRETE FOOTINGS. REFER TO STRUCTURAL ENGINEER'S DETAILS

40 10

60mm POLYSTYRENE BOARD UNDER SLAB

R2.5 BULK INSULATION TO CAVITY

Job

Scales

125



30mm POLYSTYRENE BOARD TO FULL EXTENT OF RETAINING WALL & SLAB EDGE

13mm PAINTED PLASTERBOARD LINING FIXED TO 90mm TIMBER STUD FRAME. PAINT FINISH. RONDO P50 SHADOWLINE DETAIL AT SILL JUNCTION.

NEW SUSPENDED PLASTERBOARD CEILING. PAINT FINISH

LS DGPO

155

TERMITE BARRIER TO OUTSIDE OF RETAINING WALL MEMBRANE LAYERS. EXTENDS VERTICALLY FROM GROUND LEVEL DOWN TO BOTTOM OF STRIP FOOTING FACE. IN ADDITION THIS, APPLY SHEET OF TERMITE BARRIER TO UNDERNEATH FULL WIDTH OF BLOCKWORK AND TUCK UNDER INTERNAL STUD WALL FRAME.

PROVIDE 5mm SILICONE SEALANT TO JOINT COMPOSITE WINDOW FRAME. REFER TO GLAZING SCHEDULE.

EW.10

LV.03

SILICONE SEALANT TO JUNCTION BETWEEN PFC AND FIBRE CEMENT. STEEL FRAMED ALUMINIUM LOUVERS. REFER TO GLAZING SCHEDULE FOR DETAILS.

      

LOWER GROUND FCL RL 953.070

NEW TILES ON SCREED OVER NEW CONCRETE SLAB. PROVIDE FALLS TO FLOOR WASTE

LOWER GROUND FCL RL 953.070

CONCRETE FLOOR SLAB WITH HYDRONIC HEATING. TERMITE SEAL ALL PENETRATIONS LOWER GROUND FLOOR RL 950.370



NEW TIMBER STAIR TO MATCH EXISTING EXTERNAL STAIRS WITH ADDITION OF RISER INFILL. EACH RISER TO BE 167mm TALL WITH 250mm TREAD DEPTH. CHAMFER EDGES PROVIDE STRIP NOSINGS TO STAIR TREADS.

Abbreviations: PAINTED STEEL PLATES WITH PIN FIXINGS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION.

SKIRTING DETAIL TO MATCH EXISTING SKIRTING IN RESIDENCE

1 : 5 @ A1

FIBRE CEMENT SHEETING TO SOFFIT FIXED TO BATTENS. PAINT FINISH.

ALIGN

CAVITY TO BE DRAINED THROUGH WEEP HOLES WHERE GROUND LINE DROPS LOWER IN ADDITION TO WEEP HOLES ABOVE GROUND LEVEL.

NEW JOINERY UNITS. REFER TO BATHROOM CONSULTANT'S DOCUMENTATION.

TILES ON SCREED RAKED TO PERIMETER TRENCH GRATE. PROVIDE SILICONE SEALANT AT JUNCTIONS WITH STEEL BEAM AND TILES. PROVIDE CONTINUOUS WATER PROOF MEMBRANE ABOVE AND BELOW SCREED LEVEL TO DISCHARGE INTO WASTE OUTLET GROUND FLOOR RL 953.470

300mm STEEL PFC TO STRUCTURAL ENGINEER'S DETAILS. PAINT FINISH TO MATCH EXISTING PAINTED MILD STEEL

30mm POLYSTYRENE BOARD TO FULL EXTENT OF RETAINING WALL & SLAB EDGE

STEEL COLUMN TO STRUCTURAL ENGINEER'S DETAILS

200

DGPO OD



GROUND FLOOR FCL RL 955.870

EW.01 & EW.02

BEDROOM 17 m²

EW.06

R4.5 BULK INSULATION ABOVE CEILING

STEEL FRAMED ALUMINIUM LOUVERS. REFER TO GLAZING SCHEDULE FOR DETAILS

TYP. SETDOWN

EXISTING RESIDNCE SHOWN GREY. NEW LOUVRED SCREEN. REFER TO WINDOW SCHEDULE NEW BALUSTRADE DETAIL TO MATCH EXISTING MAIN DECK



ARCHITECTURE

EW.01 & EW.02



JACKSON

LV.02

30mm POLYSTYRENE INSULATION TO CORNER

STEEL FRAMED ALUMINIUM LOUVERS. REFER TO GLAZING SCHEDULE FOR DETAILS.

PROVIDE SLOTS IN STEEL BEAM FOR RAINWATER OVERFLOW FROM BALCONY

SMOOTH FACE TO 140mm SUB TERRAINEAN BLOCKWORK 190mm BLOCKWORK. REF. TO STRUCT. ENG. DETAILS

TIMBER PACKERS



NEW SUSPENDED PLASTERBOARD CEILING RAKING IN SOME LOCATIONS. PAINT FINISH

EW.04

NEW PLASTERBOARD CURTAIN PELMET. PAINT FINISH.

PAINTED SETTEL PLATE FIXINGS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

LV.01

COMPACTED STONE FILL AND AG DRAIN TO EXTEND BELOW SLAB EDGE SET-DOWN

EXISTING LOWER RIDGE LINE RL 957.970

Date 20/07/15 27/08/15 17/09/15 02/10/15 16/10/15 23/10/15

CUSTOM COLORBOND FLASHING PROFILE

A-501



A-101

110

MEMBRANE NOTES: 1. PROVIDE DAMP PROOF COURSE FLASHING AND STEP INTO BLOCKWORK WALL FOLLOWING LINE OF TERRAIN AROUND THE FULL PERIMETER OF THE RETAINING WALL. VAPOUR PERMEABLE MEMBRANE FROM STUD WALL ABOVE TO DISCHARGE OVER TOP OF FLASHING THROUGH TERMITE PROTECTED WEEP HOLES WITHIN COURSE OF BLOCKWORK ABOVE. 2. ADDITIONAL VAPOUR PERMEABLE MEMBRANE TO BE FIXED TO STUDWORK BELOW LINE OF TERRAIN TO DISCHARGE VAPOUR INTO SLAB EDGE SET DOWN. SLAB EDGE SET DOWN TO DISCHARGE THROUGH TERMITE PROTECTED WEEP HOLES WHERE THE LINE OF THE TERRAIN DROPS BELOW THE SLAB EDGE SETDOWN. 3. EMERPROOF HDPE RETAINING WALL TANKING TO BE FIXED TO SMOOTH FACE OF OUTER BLOCKWORK AND TO STEP WITH LINE OF GROUND. FORM A CONTINUOUS SEAL. PROVIDE A PRESSURE SEAL FIXED TO THE INNER BLOCKWORK FACE AT TOP OF MEMBRANE. PROVIDE PROTECTION BOARDS/SHEETS TO MEMBRANES. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S WRITTEN REQUIREMENTS AND RELEVANT CODES AND STANDARDS. PROVIDE IMPRA PROTECTION BOARD. 4. TANKING SYSTEM TO LAP OVER FOSROC PROOFEX ENGAGE. EXTEND PROOFEX UNDER FOOTINGS AND BENEATH THE ENTIRE CONCRETE SLAB ON GROUND. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S WRITTEN REQUIREMENTS AND RELEVANT CODES AND STANDARDS. PROVIDE IMPRA PROTECTION BOARD WHERE REQUIRED BY MANUFACTURER. 5. ALL FLASHINGS AND DAMP-PROOF COURSES TO BE INSTALLED IN ACCORDANCE WITH AS/NZS 2904. WEEP HOLES TO CONTINUE THROUGH ROCK VENEER.

PROVIDE EXPANSION JOINT AT HOB WALL JUNCTION

SHORT SECTION B

1 : 50 @ A1

MITRED DETAIL TO VICTORIAN ASH TIMBER SILL.

TERRACE RL 949.870

NEW PIERS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

Drawn Status App vd I I I C C C

COLORBOND CUSTOM-ORB CLADDING.

STEP DETAIL WITH GROUND LINE. STRIP OF PAVERS TO RUN WITH SLOPE OF SITE ALONG EDGE OF RETAINING WALLS

1 : 5 @ A1

LOWER GROUND FLOOR RL 950.370

Description FOR REVIEW FOR INFORMATION FOR INFORMATION FOR CONSTRUCTION FC/FOOTINGS MEMBRANES

NEW 9mm FC SHEETING ON TOP HATS. PAINT FINISH.

LINE OF SUSPENDED CEILING. JUNCTION TO MATCH DETAIL IN EXISTING RESIDENCE

ALIGN

A-101

50mm THIN STONE VENEER FIXED TO BLOCK WORK SUBSTRATE

CONCRETE FOOTINGS. REFER TO STRUCTURAL ENGINEER'S DETAILS

SHORT SECTION A

ROCK VENEER TO MATCH EXISTING

PLAN DETAIL - GLAZING JUNCTION

SUSPENDED PLASTERBOARD CEILING. PAINT FINISH .

TERRACE RL 949.870

FOLDED COLORBOND FLASHING TO UNDERSIDE OF CUSTOM ORB. PROVIDE SILICONE SEALANT TO TOP OF ROCKWORK

75 MIN

EXISTING GROUND LINE

EW.12

Issue P1 P2 P3 A B C

PROVIDE FIXINGS TO STEEL MEMBERS IN ACCORDANCE WITH STRUCTURAL ENGINEER'S DETAILS

PROVIDE SLIP JOINT AT SLAB JUNCTION TO STRUCTURAL ENGINEER'S DETAILS. AT HEAD OF STUD, PROVIDE MOVEMENT JOINT TO ALLOW FOR DEFLECTION

LOWER GROUND FCL RL 953.070

150mm STEEL PFC. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

RECTANGULAR COLORBOND SLOTTED OVERFLOW FROM BOX GUTTER

BONDEK CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS. CARPET FLOOR FINISH ON UNDERLAY

13mm PLASTERBOARD LINING FIXED TO 70mm TIMBER STUD FRAME. PAINT FINISH

NEW CONCRETE SLAB. REFER TO STRUCTURAL ENGINEER'S DETAILS

LOWER GROUND FCL RL 953.070

 13mm PLASTERBOARD LINING FIXED TO TOP HATS ON 90mm TIMBER STUD FRAME ON TOP HATS. PAINT FINISH

GROUND FLOOR RL 953.470

SUSPENDED PLASTERBOARD CEILING. PAINT FINISH.

GROUND FLOOR RL 953.470

30mm POLYSTYRENE INSULATION FIXED TO SLAB EDGE

EW.13

G.01/B

IW.02

DETAIL SIMILAR TO 02/A-512. PROVIDE SLAB EDGE INSULATION

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

PROVIDE SARKING TO BALCONY ROOF AND FOLDED WALL

G.01/C EW.06

BATHROOM 13 m²

150mm HALF ROUND ZINCALUME FASCIA GUTTER TO MATCH EXISTING

ARCHITECTURE

TYPICAL GROUND LEVEL EXTERNAL WALL CONSTRUCTION TO CONSIST OF CUSTOM ORB FIXED TO TOP HATS WITH VAPOUR PERMEABLE MEMBRANE. INTERNALLY, 13mm PLASTERBOARD LINING FIXED TO TIMBER STUD FRAME. PROVIDE R2.5 BULK INSULATION TO CAVITY.

WATER PROOF MEMBRANE ABOVE & BELOW SCREED. MEMBRANE ON WALL SURFACES WHERE REQUIRED

FALL

89x89mm STEEL SHS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

BRIDGE 8 m²

REFER TO BATHROOM CONSULTANT'S DOCUMENTATION

COLORBOND CIRCULAR DOWNPIPE

Date 01/06/15 12/06/15 18/06/15 23/06/15 07/07/15 10/07/15 20/07/15 29/07/15 11/08/15 27/08/15 17/09/15 02/10/15 16/10/15

145

GROUND FLOOR FCL RL 955.870

NEW FULL HEIGHT GLAZING WITH HIGHLIGHT OVER DOOR LEAF

Drawn Status App vd I I I I A I I I I I I C C

SUSPENDED PLASTERBOARD RAKING CEILING. PAINT FINISH.

Description FOR PRICING FOR INFORMATION FOR INFORMATION FOR INFORMATION DA STRUCTURAL COORD FOR REVIEW FOR REVIEW DA FOR INFORMATION FOR INFORMATION FOR CONSTRUCTION FC/FOOTINGS

NEW COLORBOND ROOF SHEETING TO MATCH EXISTING.

13mm MOISTURE RESISTANT PLASTERBOARD LINING FIXED TO 90mm TIMBER STUD FRAME. TILES & ADHESIVE OVER. SUBSTITUTE WR PLASTERBOARD WITH VILLABOARD IF TILES AND ADHESIVE EXCEED WEIGHT CAPACITY. PAINT FINISH

COLORBOND FLASHING TO MATCH EXISTING

EXISTING RESIDENCE SHOWN GREY.

NEW PLASTERBOARD CURTAIN PELMET. PAINT FINISH.

A-101

Issue P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 A B

R4.5 BULK INSULATION ABOVE CEILING.

GROUND FLOOR FCL RL 955.870

EXISTING LOWER RIDGE LINE RL 957.970

NEW COLORBOND SHEET METAL ROOFING. PROFILE AND COLOUR TO MATCH EXISTING.

BEDROOM 17 m²

FOLDED COLORBOND FLASHING TO SIDE AND REAR OF REVEAL

ALIGN

EXISTING UPPER RIDGE LINE RL 958.320

A-501

SEALANT AND BACKING ROD

1 EXISTING UPPER RIDGE LINE RL 958.320 EXISTING LOWER RIDGE LINE RL 957.970

 CONTINUOUS VAPOUR PERMEABLE MEMBRANE FIXED BEHIND BATTENS

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

3 A-401 NEW CUSTOM ORB CLADDING TO MATCH EXISTING TO EXTENT SHOWN. COLORBOND FLASHING TO RETURN BEHIND CUSTOM ORB.

Notes



JACKSON

Notes

GENERAL NOTES:

ALIGN

 3

ALIGN



ALIGN





ALIGN MATCH EXISTING SHADOWLINE DETAIL SUSPENDED PLASTERBOARD CEILING. PAINT FINISH.

COLORBOND CUSTOM ORB CLADDING FIXED TO 38mm BATTENS. PROVIDE VAPOUR PERMEABLE MEMBRANE BEHIND BATTENS

GROUND FLOOR FCL RL 955.870

STEEL SHS. REFER TO STRUCTURAL ENGINEER'S DETAILS

150 9mm FIBRE CEMENT LINING FIXED TO TOP HATS OR BATTENS. PAINT FINISH

GROUND FLOOR FCL RL 955.870

CONCRETE SLAB WITH SET DOWN AND SCREED.

150x150 RECESSED PLASTERBOARD PELMET PAINT FINISH

FOOTING TO STRUCTURAL ENGINEER'S DETAILS

PAINTED SLIDING DOOR

ROCK VENEER FIXED TO BLOCKWORK WITH TIES BUILD UP GROUND LEVEL AT CORNER SO THAT FALL IS LESS THAN 1000MM ABOVE THE TERRACE FFL

SUSPENDED PLASTERBOARD CEILING. PAINT FINISH. EXISTING CUSTOM ORB CLADDING SHOWN GREY

13mm PLASTERBOARD LINING FIXED TO 90mm TIMBER STUD FRAME. PAINT FINISH. STEEL STIFFENING STRUCTURE TO STRUCTURAL ENGINEER'S DETAILS

FULL HEIGHT SLIDING GLASS DOOR IN COMPOSITE FRAME EW.06

G.01/D

NEW EXTERNAL DOUBLE GPO WITH CONCEALED ELECTRICAL CONDUIT

A-511

PROVIDE 30mm POLYSTYRENE TO CONCRETE SLAB EDGE & LOCATIONS WHERE STRUCTURAL STEEL INTERRUPTS BULK INSULATION

9mm FIBRE CEMENT LINING FIXED TO TOP HATS OR BATTENS. PAINT FINISH

GLASS BALUSTRADE DETAIL

2 A-102

1 : 5 @ A1

GROUND FLOOR RL 953.470

LOWER GROUND FCL RL 953.070

1050

NEW DAMP PROOF COURSE & VAPOUR PERMEABLE MEMBRANES TO WALLS & WATER PROOF TANKING TO RETAINING WALLS. MEMBRANES BELOW FOOTINGS AND FULL EXTENT OF SLABS, IN ADDITION TO TERMITE TREATMENT AND FC PROTECTION BOARDS. REFER TO DETAILED NOTES ON 05/A-511

13mm PLASTERBOARD LINING FIXED TO 90mm TIMBER STUD FRAME. PAINT FINISH

150mm PFC, TOES OUT. PAINT FINISH. FOLDED COLORBOND FLASHING COLORBOND CUSTOM ORB ROOF SHEETING

13mm PLASTERBOARD LINING FIXED TO 90mm TIMBER STUD FRAME. PAINT FINISH. PROVIDE BULK INSULATION TO CAVITY. CUSTOM ORB LINING ON TOP HATS WITH VAPOUR PERMEABLE MEMBRANE

Abbreviations:

SUSPENDED PLASTERBOARD CEILING. PAINT FINISH.



FALL TO DISCHARGE INTO ADJACENT DOWNPIPE. PREVENT BACKFLOW

HEAD DETAIL TO MATCH EXISTING

ROCK VENEER FIXED TO BLOCKWORK WITH TIES. SIZE AND TYPE OF ROCK TO MATCH EXISTING

EW.10

LV.03

ALUMINIUM LOUVRES IN PAINTED STEL RHS FRAME. REFER TO WINDOW SCHEDULE

COMPOSITE GLAZING FRAME WITH 50 x 76 x 6 STRUCTURAL ALUMINIUM ANGLE. PROVIDE FLASHINGS AND SILICONE SEALANT



















GROUND FLOOR RL 953.470 DAMP PROOF COURSE

ARCHITECTURE

LG.01/C

C CONCRETE FLOOR SLAB TO STRUCTURAL ENGINEER'S DETAILS

LOWER GROUND FLOOR RL 950.370

THIS DIMENSION IS TO ALIGN WITH THE LOW HEIGHT BLOCKWORK WALL ON THE WESTERN FAÇADE. IF THE SITE DIMENSION VARIES BY MORE THAN 75mm FROM THE DIMENSION SHOWN, SEEK ADVICE FROM THE ARCHITECT.

800

GROUND LINE VARIES. PROVIDE STRIP OF PAVERS ALONG RETAINING WALLS

ROCK VENEER FIXED TO BLOCKWORK WITH TIES CONCRETE FLOOR SLAB TO STRUCTURAL ENGINEER'S DETAILS HYDRONIC HEATING TO CONCRETE SLAB NEW TILES ON SCREED

JACKSON

ABOVE- GROUND WEEP HOLE ABOVE STEPPED FLASHING

CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS. IN SLAB HYDRONIC HEATING WITH SLAB EDGE INSULATION

LOWER GROUND FLOOR RL 950.370

STONE VENEER TO ENCAPSULATE ALL SIDES INCLUDING TOP OF BLOCKWORK WALL

1.0°



ALIGN TOP OF STEEL WITH TOP OF STONEWORK

TIE FLASHINGS BEHIND ON BOTH SIDES OF WALKWAY

      



STEEL BEAM TO STRUCTURAL ENGINEER'S DETAILS

R2.5 BULK INSULATION















       



FLASHING

ALIGN

TILING ON SCREED. FALL TO FLOOR WASTE

13mm PLASTERBOARD LINING FIXED TO SUSPENDED CEILING SYSTEM. PAINT FINISH.

GROUND LINE VARIES TERRACE RL 949.870





LOWER GROUND FCL RL 953.070

LOWER GROUND FLOOR RL 950.370

NEW AG DRAIN IN COMPACTED STONE FILL

Abbreviations: 

TILED FINISH WITH 5mm SILICONE SEALANT AT PERIMETER. SILICONE JOINTS AT BASE OF GLAZED FRAME INTERNALLY AND EXTERNALLY

A-511

PROVIDE WATERPROOF MEMBRANES, TERMITE TREATMENT AND PROTECTION PANELS. REFER TO NOTES ON DETAIL 05/A-511

1 : 5 @ A1

STEEL BEAM. REFER TO STRUCTURAL ENGINEER'S DETAILS SUSPENDED PLASTERBOARD CEILING. PAINT FINISH.

TYPICAL CAVITY SLIDING DOOR FRAME



TILES ON SCREED. FALL TO TRENCH GRATES AT PFC PERIMETER (AWAY FROM SLIDING DOOR). WPM BELOW. CONCRETE SLAB TO ENGINEER'S DETAILS

NEW CUT LINE OF EXISTING CUSTOM ORB. PROVIDE COLORBOND FLASHING CD4 FEATURE SECTION BEHIND EXISTING SHEETING

LOWER GROUND FCL RL 953.070

A-401

ALUMINIUM LOUVRES IN PAINTED STEEL RHS FRAME. REFER TO WINDOW SCHEDULE

NEW SUSPENDED BONDEK SLAB TO STRUCTURAL ENGINEER'S DETAILS.

GROUND FLOOR RL 953.470

NEW GLAZING. REFER TO WINDOW SCHEDULE

HYDRONIC HEATING TO CONCRETE SLAB.

NEW TILES ON SCREED. PROVIDE REINFORCEMENT MESH AND WPM BELOW. FALL TO TRENCH GRATES AT PFC PERIMETER (AWAY FROM SLIDING DOOR).

LV.01

ARCHITECTURE

NEW SUSPENDED BONDEK SLAB. TO STRUCTURAL ENGINEER'S DETAILS. HYDRONIC IN-SLAB HEATING.

EW.06

70mm STEP IN SLAB AT DOOR THRESHOLD

JACKSON

TRENCH GRATE AT DOOR THRESHOLD

P50 SHADOWLINE DETAIL. PAINT FINISH

TERRACE RL 949.870

COMPOSITE GLAZING FRAME CONCRETE SLAB AND FOOTINGS TO STRUCTURAL ENGINEER'S DETAILS.

SILICONE WITH BACKING ROD

Job

ROBERTSON RESIDENCE JINDABYNE

Job

RAKING 9mm FIBRE CEMENT SOFFIT, PAINT FINISH

ROBERTSON RESIDENCE JINDABYNE

Scales

RECESSED LED LIGHTING

Scales

Date

SILICONE WITH BACKING ROD

1 : 20 NEW CONCRETE FOOTING TO STRUCTURAL ENGINEER'S DOCUMENTATION

1 A-401

TYPICAL WALL SECTION A 1 : 20 @ A1

2 A-401

WALL SECTION B 1 : 20 @ A1

3 A-101

WALL SECTION C

Description

WALL SECTIONS

DETAILS

Job Number

A-301

1 : 20 @ A1

15212

CD_5MP_ A-501

DOOR AWNING DETAIL

Date

1:5

Description

NOT USED

Job Number

1 : 5 @ A1

15212

CD_5MP_ A-512

PAINTED PLASTERBOARD BULKHEAD

2P ALIGN

2P EXPOSED PAINTED PLASTERBOARD TO REAR OF CABINET

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

Issue P1 P2 A

Issue P1 P2 P3 A

SAMSUNG SERIES 6 60 INCH WALL MOUNTED TELEVISION SHOWN INDICATIVELY

2400 COS

Drawn Status App vd Date I 20/07/15 I 17/09/15 C 02/10/15

Description FOR REVIEW FOR REVIEW FOR INFORMATION FOR CONSTRUCTION

Drawn Status App vd I I I C

Date 20/07/15 29/07/15 17/09/15 02/10/15

PUSH-TO-OPEN LATCHES AND SOFT CLOSERS

WM AS

LOWER GROUND FLOOR RL 950.370 PROVIDE MDF SPACER FOR SHADOW DETAIL SIMILAR TO J.02 PLASTERBOARDJOINERY JUNCTION DETAIL. 10mm WIDE IN LIEU OF 20mm DIMENSION

J.01 SECTION

120

245

385

1 : 20 @ A1

Description FOR REVIEW FOR INFORMATION FOR CONSTRUCTION

J.01 ELEVATION

PRE-DRILLED HOLES FOR SHELF LUGS.

WM AS

245

DGPOJ

WM AS

MITRE DETAIL TO JOINT DGPOJ

2400 COS

970

PROVIDE ADDITIONAL STUDWORK AT CENTRELINE OF CABINET TO SUPPORT WALL MOUNTED TV

SQUARE SET EDGES TO PLASTERBOARD NIB WALL AND BULKHEAD. REFER TO TYPICAL PLASTERBOARD -JOINERY JUNCTION DETAIL

420

CONCEALED FIXINGS TO ALL SHELVES

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

LOWER GROUND FCL RL 953.070

ALIGN

PAINTED PLASTERBOARD BULKHEAD

Notes

A-701 LOWER GROUND FCL RL 953.070

DGPOJ

Notes G

A-701

PUSH-TO-OPEN LATCHES TO ALL DOOR LEAVES.

J.02 ELEVATION

1 : 20 @ A1

J.02 SECTION

PROVIDE SOFTCLOSE HINGES TO ALL DOORS

1 : 20 @ A1

RECESS JOINERY CARCASS. TWO-PACK FINISH TO EXPOSED EDGE

1765 COS CL

1765 COS EQ

ADJACENT NIB WALL

LOWER GROUND FLOOR RL 950.370

EQ PUSH OUT HINGES

DGPOJ

SQUARE EDGE TO PLASTERBOARD

600

ALIGN

600

J.02

J.01

TM TYPICAL PLASTERBOARDJOINERY JUNCTION

ALIGN

A-701

J.02 PLAN

A-701

1 : 20 @ A1

A-701

1 : 20 @ A1

JOINERY UNIT J.02

MATERIALS LEGEND:

LEGEND: LS

Abbreviations: CLIPSAL GLASS LIGHT SWITCH MOUNTED AT 1000mm AFFL

18mm MDF WITH TWO-PACK FINISH. COLOUR TO MATCH WALLS

CLIPSAL GLASS FAN SWITCH MOUNTED AT 1000mm AFFL

SOLID VICTORIAN ASH TIMBER WITH FINISH TO MATCH COMPOSITE WINDOW FRAMES.

LAMINATED KICK PLATE TO MATCH EXISTING KITCHEN KICK PLATES

DGPO

DOUBLE GENERAL POWER OUTLET MOUNTED AT 300mm AFFL

DGPO AB

DOUBLE GENERAL POWER OUTLET MOUNTED ABOVE BENCH. COORDINATE WITH CLIENT SUPPLIED WORKSTATION

DGPO OD

DOUBLE OUTDOOR POWER OUTLET MOUNTED AT 1000mm AFFL

WHITE MELAMINE

GPO

SINGLE GENERAL POWER OUTLET. MOUNTED AT 300mm AFFL

DENOTES ADJUSTABLE WHITE MELAMINE SHELF WITH LUG FIXINGS

DGPOJ

DOUBLE GENERAL POWER OUTLET. REFER TO JOINERY DETAILS FOR PLACEMENT NEW HOSE COCK TO FACE OF ROCK WALL. PIPEWORK CONCEALED IN WALL POLISHED CHROME FINISH TO OUTLET

HC DD

NOTES: PROVIDE SHOP DRAWINGS FOR REVIEW INDICATING ALL DIMENSIONS, DETAILS, HARDWARE AND FINISHES

DOUBLE DATA OUTLET MOUNTED AT ABOVE BENCH. COORDINATE WITH CLIENT SUPPLIED WORKSTATION

PHONE OUTLET MOUNTED AT 300 AFFL B

Abbreviations:









































ARCHITECTURE

JACKSON

JOINERY UNIT J.01

ARCHITECTURE

JACKSON

J.01 PLAN

       



       



NEW BOLLARD LIGHTING TO MATCH EXISTING BOLLARDS IN DRIVEWAY. INSTALL ON EXISTING EXTERNAL CIRCUIT

SALVAGED WALL LIGHT TO REMAIN SAME (MODIFIED) CIRCUIT AS EXISTING. FX

J.01

Job

TAG FOR NEW JOINERY. REFER TO A-701 FOR DETAILS

EW.XX

NEW OR MODIFIED GLAZING. REFER TO WINDOW SCHEDULE A-801

IW.XX

NEW INTERNAL GLAZING. REFER TO WINDOW SCHEDULE A-801

LG.XX/X

BACK PERSPECTIVE @ A1

CABLE RETICULATION OPENING TO PROVIDE A CONCEALED PATH THROUGH THE PARTITION FOR CABLING BETWEEN AV COMPONENTS AND REAR OF TV. REFER TO A-701 FOR MOUNTING LOCATIONS

FRONT PERSPECTIVE @ A1

Job

ROBERTSON RESIDENCE JINDABYNE

Scales

Date

As indicated

DOOR NUMBER. REFER TO SCHEDULE

Description

JOINERY

PERSPECTIVES

DP NEW COLORBOND DOWNPIPE TO MATCH EXISTING

PERSPECTIVE

DENOTES DIMENSION FROM GRID TO OUTSIDE EDGE OF DOOR FRAME

LV.XX

NEW LOUVRE. REFER TO WINDOW SCHEDULE.

DENOTES RECESSED 900x600mm FLOOR MAT. PROVIDE SET DOWN AS REQUIRED

Job Number 15212

Job Number CD_5MP_ A-701

15212

Notes

NOTE: 1. OVERALL DIMENSIONS ARE TO THE OUTSIDE EDGES OF THE FRAME 2. THIS DRAWING CONTAINS DIMENSIONS AND ANGLES THAT MUST BE CONFIRMED ON SITE PRIOR TO FABRICATION.

NEW ALUMINIUM CORNER FLASHING TO MATCH EXISTING

3. THE INTENT IS TO ALIGN THE LOUVRE FRAME AND BLADES WITH THE EXISTING FACADE ANGLE. THIS IS APPROXIMATELY 12.5° AND IS DENOTED AS 'ANGLE A'

600 1950

4. ALL GLAZED FRAMES TO BE MIGLASS ALI-CLAD WITH POWDERCOATED ALUMINIUM FRAMES EXTERNALLY & VICTORIAN ASH HARDWOOD INTERNALLY U.N.O. FRAME DEPTH TO BE 150mm.

GROUND FLOOR FCL RL 955.870

525

1005

FGT SA

CL CL

2400

SA-R FGT4 FRG

EW.01 & EW.02

FGT4 FRG

GROUND FLOOR RL 953.470

EW.03

7. ALL GLAZING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PROVIDE STRUCTURAL ALUMINIUM ANGLES WHERE FRAMES OVERHANG SLAB OR FRAMING. COLOUR MATCH ANGLES WHERE EXPOSED. 8. GLAZED SELECTIONS NOTED ARE SUBJECT TO BASIX PERFORMANCE REQUIREMENTS.

1000

GROUND FLOOR RL 953.470

5. ALL GLAZING TO MEET RELEVANT STANDARDS, STRUCTURAL DESIGN PERFORMANCE AND WATER PERFORMANCE. CONFIRMATION FROM SUPPLIER REQUIRED PRIOR TO MANUFACTURE 6. CHECK ALL STRUCTURAL OPENINGS ON SITE PRIOR TO MANUFACTURE OF GLAZING

NEW ALUMINIUM CORNER FLASHING TO MATCH EXISTING

1905

3000

2500

1900

GROUND FLOOR RL 953.470

525 GROUND FLOOR FCL RL 955.870

FGT4 FRG

1000

500

GROUND FLOOR FCL RL 955.870

OPENABLE AREA: 0.32m² SA-R FGT4/FRG TO BATHROOM FGT4 TO BEDROOM

EW.04

FGT

GROUND FLOOR RL 953.470

FGT

9. PROVIDE LINTELS AS PER STRUCTURAL ENGINEER'S DETAILS.

FGT

GROUND FLOOR RL 953.470

10. PROVIDE SHOP DRAWINGS FOR REVIEW INDICATING ALL DIMENSIONS, DETAILS, HARDWARE AND FINISHES

EW.11

EW.05

OPENABLE AREA: 0.32m²

OPENABLE AREA: 0m²

OPENABLE AREA: 0.48m²

OPENABLE AREA: 0.43m²

LEGEND:

TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THESE WINDOWS MUST ACHIEVE A MAXIMUM U VALUE OF 4.12 AND A MAXIMUM SHGC OF 0.66

TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW MUST ACHIEVE A MAXIMUM U VALUE OF 4.09 AND A MAXIMUM SHGC OF 0.47

TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW MUST ACHIEVE A MAXIMUM U VALUE OF 4.12 AND A MAXIMUM SHGC OF 0.66

TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW MUST ACHIEVE A MAXIMUM U VALUE OF 4.09 AND A MAXIMUM SHGC OF 0.47

PROVIDE REMOTE WINDER OPERATORS FOR GLAZING MOUNTED GREATER THAN 1500mm AFFL + INTERNALLY MOUNTED FIBERGLASS FLYSCREENS WITH POWERCOATED FRAMES TO MATCH. ALL SASH OPENINGS TO BE HINGED AT TOP. HARDWARE TYPE EQUAL TO ENTRY GUARD

SA-R

AS PER SA WITH CHILD RESTRICTOR DEVICE IN ACCORDANCE WITH NCC REQUIREMENTS.

DENOTES FIXED DOUBLE GLAZING - 4mm CLEAR / 14mm AIR / 4mm CLEAR

FGT

DENOTES FIXED DOUBLE GLAZING - 6mm CLEAR TOUGHENED / 10mm AIR / 6mm CLEAR TOUGHENED

FGT4

DENOTES FIXED DOUBLE GLAZING - 4mm CLEAR TOUGHENED / 14mm AIR / 4mm CLEAR TOUGHENED

FRG

DENOTES FROSTING TO ONE GLASS PANE. TEXTURELESS WHITE TRANSLUCENT PRIVACY FROSTING. SUPPLIER TO PROVIDE SAMPLES PRIOR TO MANUFACTURE.

SCT

DENOTES SOLID CORE TIMBER DOOR. REFER TO SCHEDULE SHEET A-002 FOR MORE DETAILS

GLD

DENOTES DOUBLE GLAZED TIMBER DOOR WITH 5mm TOUGHENED CLEAR GLASS / 12mm AIR / 5mm TOUGHENED CLEAR GLASS. REFER TO SCHEDULE SHEET A-002 FOR MORE DETAILS. (E) DENOTES POWERCOATED ALUMINIUM FACING TO EXTERNAL DOOR.

EGF

IF SALVAGEABLE, EXISTING DOUBLE GLAZING RE-USED WITH NEW FROSTED FILM - 4mm CLEAR / 14mm AIR / 4mm CLEAR. TEXTURELESS DUSTED FROSTING. MATT FINISH. SUPPLIER TO PROVIDE SAMPLES PRIOR TO MANUFACTURE.

10.38mm CLEAR LAMINATED GLAZING IN 150mm SOLID VICTORIAN ASH FRAME TO MATCH INTERIOR PROFILES OF MIGLAS ALI-CLAD SYSTEM.

LOUV

JWI 200.EF POWERCOATED TO MATCH EXISTING ALUMINIUM FRAMES. PROVIDE 150 x 50mm RHS PERIMETER FRAME PAINTED IN COLOUR TO MATCH EXISTING PAINTED. MILD STEEL. REFER TO DETAIL SECTION 6/A-511. LOUVRES AT 45 DEGREES

XX.XX/ X

DOOR NUMBER. REFER TO SPECIFICATIONS SHEET A-002

1675

2115 CL

2895

1020

CL 290

1090

CL 930

450

GROUND FLOOR FCL RL 955.870

GROUND FLOOR FCL RL 955.870 575

2100

FGT

1825

2400

GLD

FGT

GLD(E)

2100

2350

NEW TIMBER FRAMED GLAZED DOOR LEAF. 115 x 44mm TOP AND BOTTOM RAILS AND STILES. ADDITIONAL TIMBER FLY-SCREEN DOOR TO MATCH.

2400

FGT

GROUND FLOOR RL 953.470 G.01/A

EW.06

EW.13

GROUND FLOOR RL 953.470

IW.02

NOTE: FRAMES TO BE SOLID TIMBER TO MATCH INTERNAL SECTIONS OF COMPOSITE GLAZING

OPENABLE AREA: 0.44m²

NOTE: FRAMES TO BE SOLID TIMBER TO MATCH INTERNAL SECTIONS OF COMPOSITE GLAZING. CONFIRM THERE ARE NO EXISTING STRUCTURAL OBSTRUCTIONS PRIOR TO FABRICATION

TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW/DOOR MUST ACHIEVE A MAXIMUM U VALUE OF 4.09 AND A MAXIMUM SHGC OF 0.47

POWDERCOATED ALUMINIUM FASCIA TO STEEL COLUMNS. COLOUR TO MATCH GLAZING FRAMES. REFER TO DETAIL 01/A-511 FOLD IN ELEVATION

4030 (NORTHERN SIDE)

1100

NEW TIMBER FRAMED GLAZED DOOR LEAF. 115 x 44mm TOP AND BOTTOM RAILS AND STILES. ADDITIONAL TIMBER FLY-SCREEN DOOR TO MATCH.

1055

970

2215 (WESTERN SIDE) 505

2825

1055

Abbreviations:

TO MEET BASIX REQUIREMENTS, THE EW.08 COMPLETE GLAZING SYSTEM FOR THIS WINDOW/DOOR MUST ACHIEVE A MAXIMUM U VALUE OF 5.31 AND A MAXIMUM SHGC OF 0.48

100

PAINTED 150 RHS TO PERIMETER

GROUND FLOOR RL 953.470

NOTES) ANGLE A (SEE

PIN FIXINGS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION NOTE: THIS ANGLE IS TO MATCH THE EXISTING SOFFIT LINE.

2100

SCT

LOWER GROUND FLOOR RL 950.370









NOTE: THE INTENT IS TO ALIGN THESE MULLIONS WITH THE EXISTING REUSED GLAZING ABOVE.

OPENABLE AREA: 0m² TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW/DOOR MUST ACHIEVE A MAXIMUM U VALUE OF 4.12 AND A MAXIMUM SHGC OF 0.66

       



ROBERTSON RESIDENCE JINDABYNE Scales

Date

LOWER GROUND FLOOR RL 950.370

LV.02 PIN FIXINGS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

FGT



Job

LV.03 HOB WALL

2700

575 CL

1150

575

LOUV ANGLE A S) (SEE NOTE

100

2675

90 .0°

100 1700

DASHED LINE DENOTES EXTENT OF EXISTING STRUCTURE. BUILDER TO INVESTIGATE FIXING POINT LOCATIONS IN EXISTING WALL AND SOFFIT

LOUV

LOWER GROUND FLOOR RL 950.370

 



FRAME TO BE CUT AROUND ANGLED CHS (SHOWN DASHED) FIXED TO HOB WALL. PLATE TO BE CONCEALED WITHIN ROCKWORK VENEER. REFER TO STRUCTURAL ENGINEER'S DETAILS LOWER GROUND FCL RL 953.070

ALIGN

GROUND FLOOR FCL RL 955.870

EXISTING DOWN-PIPE FIXED TO FACE OF FRAME

LV.01 NOTES) ANGLE A (SEE

5730

100

PAINTED 150 RHS TO PERIMETER

LOUV

TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW/DOOR MUST ACHIEVE A MAXIMUM U VALUE OF 4.09 AND A MAXIMUM SHGC OF 0.47 ON THE WESTERN FACE AND A MAXIMUM U VALUE OF 4.12 AND MAXIMUM SHGC OF 0.66 ON THE NORTHERN FACE

SETOUT TO CENTRELINE OF RAKING CHS

ANGLE A

DASHED LINE DENOTES EXTENT OF STRUCTURE

NEW DOWN-PIPE TO FOLLOW LINE OF FRAME

OPENABLE AREA: 1.91m²

COS

FGT



LG.01/A EW.12

TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW/DOOR MUST ACHIEVE A MAXIMUM U VALUE OF 4.12 AND A MAXIMUM SHGC OF 0.66

100

3895

FG SA

EW.10

OPENABLE AREA: DOOR ONLY

NOTE: DIMENSION TO BE CHECKED ON SITE. INTENTION IS TO ALLOW EXISTING DOWNPIPE TO PASS ALONG EDGE OF FRAME IN EXISTING LOCATION

NOTE: DIMENSION TO BE CHECKED ON SITE. INTENTION IS TO ALLOW NEW DOWNPIPE TO PASS ALONG EDGE OF FRAME TO MATCH EXISTING DETAIL 100 1625

FGT

 FIXED GLASS SIDE LIGHT

1800 DIM. MAY VARY

OPENABLE AREA: 1.05m²

TO MEET BASIXEW.07 REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW/DOOR MUST ACHIEVE A MAXIMUM U VALUE OF 4.12 AND A MAXIMUM SHGC OF 0.66

FGT

800

915

OPENABLE AREA: 0.16m²

FG SA

LG.01/D EW.09

LG.01/C

EW.08

CHECK AND MATCH DIMENSION FROM LOWER GROUND FFL ON TOP OF ROCK VENEER STILL ON WESTERN EDGE OF TERRACE

800

GLD(E)

GLD LOWER GROUND FLOOR RL 950.370 EW.07

Date 18/06/15 23/06/15 24/06/15 07/07/15 10/07/15 20/07/15 20/07/15 29/07/15 11/08/15 17/09/15 30/09/15 02/10/15

LOWER GROUND FCL RL 953.070 FGT

CL 2700

2100

FG SA

800

1450

1950

FG SA

FG SA 2095

1150

500

100

1950

FG SA

Drawn Status App vd I I I A I I I I I I I C

955

LOWER GROUND FCL RL 953.070

FGT FG FRG SA

Description FOR INFORMATION FOR INFORMATION FOR INFO-MMM DA STRUCTURAL COORD FOR INFORMATION FOR REVIEW FOR REVIEW DA FOR INFORMATION FOR REVIEW FOR CONSTRUCTION

CL 160

500

600

NEW TIMBER FRAMED GLAZED DOOR LEAF. 115 x 44mm TOP AND BOTTOM RAILS AND STILES. DOOR FRAME TO BE SOLID TIMBER TO MATCH LEAF

Issue P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 A

835

IW.01. TO MEET BASIX REQUIREMENTS, THE COMPLETE GLAZING SYSTEM FOR THIS WINDOW/DOOR MUST ACHIEVE A MAXIMUM U VALUE OF 4.09 AND A MAXIMUM SHGC OF 0.47

All dimensions are in millimetres Levels are in metres Do not scale off drawing Use figured dimensions only Check dimensions on site

ARCHITECTURE

GROUND FLOOR FCL RL 955.870

1000

500

2055

JACKSON

600

900

CHECK AND MATCH DIMENSION FROM LOWER GROUND FFL TO TOP OF ROCK VENEER SILL ON WESTERN EDGE OF TERRACE150 RHS TO PAINTED PERIMETER

1 : 50 Description WINDOW SCHEDULE

PIN FIXINGS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

Job Number 15212

CD_5MP_ A-801

CD_5MP_ A-901